Cities Index.
Agenda packet

Orange City Council
March 10, 2026

Document
Agenda packet
Meeting
March 10, 2026
Body
Orange City Council
Pages
14
Original file
120.8 MB
Text extracted from the city's file for reading and search. Open the original on cityoforange.legistar.com. That file is the official record.

Base Vol: 287 1480 164 278 1218 164 188 766 145 230 1073 175 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 287 1480 164 278 1218 164 188 766 145 230 1073 175 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 287 1480 164 278 1218 164 188 766 145 230 1073 175 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 287 1480 164 278 1218 164 188 766 145 230 1073 175 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 287 1480 164 278 1218 164 188 766 145 230 1073 175 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 2.52 0.48 2.00 2.58 0.42 Final Sat.: 1600 5100 1600 1600 5100 1600 3200 4236 764 3200 4327 673 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.18 0.29 0.10 0.17 0.24 0.10 0.06 0.18 0.19 0.07 0.25 0.26 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-369
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:16 Page 12-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Harbor Blvd and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.809
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 54 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 167 1716 125 298 1273 115 214 520 65 211 506 146 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 167 1716 125 298 1273 115 214 520 65 211 506 146 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 167 1716 125 298 1273 115 214 520 65 211 506 146 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 167 1716 125 298 1273 115 214 520 65 211 506 146 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 167 1716 125 298 1273 115 214 520 65 211 506 146 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 2.00 3.00 1.00 2.00 2.75 0.25 1.00 1.78 0.22 1.00 1.55 0.45 Final Sat.: 3200 5100 1600 3200 4602 398 1600 2944 356 1600 2583 717 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.34 0.08 0.09 0.28 0.29 0.13 0.18 0.18 0.13 0.20 0.20 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-370
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:17 Page 13-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #11 Harbor Blvd and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.697
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 37 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 282 1773 214 283 822 75 134 564 100 140 813 271 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 282 1773 214 283 822 75 134 564 100 140 813 271 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 282 1773 214 283 822 75 134 564 100 140 813 271 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 282 1773 214 283 822 75 134 564 100 140 813 271 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 282 1773 214 283 822 75 134 564 100 140 813 271 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.55 0.45 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 4277 723 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.35 0.13 0.09 0.16 0.05 0.04 0.13 0.14 0.04 0.16 0.17 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-371
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:17 Page 14-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Harbor Blvd and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.581
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 180 Level Of Service: F
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 774 3713 279 274 1525 182 241 1707 390 260 2700 862 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 774 3713 279 274 1525 182 241 1707 390 260 2700 862 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 774 3713 279 274 1525 182 241 1707 390 260 2700 862 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 774 3713 279 274 1525 182 241 1707 390 260 2700 862 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 774 3713 279 274 1525 182 241 1707 390 260 2700 862 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.79 0.21 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 4665 335 3200 5100 1600 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.24 0.80 0.83 0.09 0.30 0.11 0.08 0.33 0.24 0.08 0.53 0.54 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-372
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:18 Page 15-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Harbor Blvd and Segerstrom Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.897
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 85 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 299 1881 60 91 1027 91 111 552 181 99 1074 390 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 299 1881 60 91 1027 91 111 552 181 99 1074 390 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 299 1881 60 91 1027 91 111 552 181 99 1074 390 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 299 1881 60 91 1027 91 111 552 181 99 1074 390 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 299 1881 60 91 1027 91 111 552 181 99 1074 390 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 2.00 2.91 0.09 1.00 2.76 0.24 1.00 1.51 0.49 1.00 2.00 1.00 Final Sat.: 3200 4852 148 1600 4609 391 1600 2510 790 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.39 0.40 0.06 0.22 0.23 0.07 0.22 0.23 0.06 0.32 0.24 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-373
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:19 Page 16-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #14 MacArthur Blvd and Hyland Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.917
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 98 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 0 1 0 1 0 1 0 1 1 0 3 0 1 1 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 1201 7 70 12 4 14 36 891 160 25 2350 12
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1201 7 70 12 4 14 36 891 160 25 2350 12
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1201 7 70 12 4 14 36 891 160 25 2350 12
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 1201 7 70 12 4 14 36 891 160 25 2350 12
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1201 7 70 12 4 14 36 891 160 25 2350 12
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 0.09 0.91 1.00 1.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3200 145 1455 1600 1700 1600 1600 5100 1600 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.38 0.05 0.05 0.01 0.00 0.01 0.02 0.17 0.10 0.02 0.46 0.01 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-374
Attachment 8
1411
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:19 Page 17-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #15 MacArthur Blvd and Harbor Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.819
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 56 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 3 0 1 1 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 588 1519 88 213 1073 176 140 489 181 87 1467 276 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 588 1519 88 213 1073 176 140 489 181 87 1467 276 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 588 1519 88 213 1073 176 140 489 181 87 1467 276 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 588 1519 88 213 1073 176 140 489 181 87 1467 276 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 588 1519 88 213 1073 176 140 489 181 87 1467 276 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 1600 5100 1600 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.18 0.30 0.06 0.07 0.21 0.11 0.09 0.10 0.11 0.05 0.29 0.17 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-375
Attachment 8
1412
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:20 Page 18-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #16 Harbor Blvd and Sunflower Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.780
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 48 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 1 1 0 1 1 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 178 1771 263 112 1393 42 67 182 189 254 533 199 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 178 1771 263 112 1393 42 67 182 189 254 533 199 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 178 1771 263 112 1393 42 67 182 189 254 533 199 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 178 1771 263 112 1393 42 67 182 189 254 533 199 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 178 1771 263 112 1393 42 67 182 189 254 533 199 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 1.00 1.00 1.00 1.39 0.61 Final Sat.: 3200 5100 1600 3200 5100 1600 1600 1700 1600 1600 2322 974 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.35 0.16 0.04 0.27 0.03 0.04 0.11 0.12 0.16 0.23 0.20 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-376
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:21 Page 19-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #17 Harbor Blvd and I-405 WB Off-Ramp
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.812
Loss Time (sec): 5 Average Delay (sec/veh): 22.9
Optimal Cycle: 57 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 4 0 0 0 0 4 0 0 0 0 0 0 0 1 0 1! 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1529 0 0 2475 0 0 0 0 701 0 1132
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1529 0 0 2475 0 0 0 0 701 0 1132
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1529 0 0 2475 0 0 0 0 701 0 1132
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1529 0 0 2475 0 0 0 0 701 0 1132
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1529 0 0 2475 0 0 0 0 701 0 1132
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.89 1.00 0.89 Lanes: 0.00 4.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 1.38 0.00 1.62 Final Sat.: 0 6916 0 0 6916 0 0 0 0 2337 0 2735
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.22 0.00 0.00 0.36 0.00 0.00 0.00 0.00 0.30 0.00 0.41 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.44 0.00 0.00 0.44 0.00 0.00 0.00 0.00 0.51 0.00 0.51 Volume/Cap: 0.00 0.50 0.00 0.00 0.81 0.00 0.00 0.00 0.00 0.59 0.00 0.81 Delay/Veh: 0.0 20.2 0.0 0.0 26.1 0.0 0.0 0.0 0.0 17.5 0.0 22.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 20.2 0.0 0.0 26.1 0.0 0.0 0.0 0.0 17.5 0.0 22.9 LOS by Move: A C A A C A A A A B A C
HCM2k85thQ: 0 14 0 0 29 0 0 0 0 17 0 29
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-377
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:22 Page 20-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #18 Harbor Blvd and I-405 EB Off-Ramp
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.630
Loss Time (sec): 5 Average Delay (sec/veh): 16.2
Optimal Cycle: 32 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 3 0 1 0 0 4 0 0 1 0 1! 0 1 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1861 0 0 2147 0 157 0 722 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1861 0 0 2147 0 157 0 722 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1861 0 0 2147 0 157 0 722 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1861 0 0 2147 0 157 0 722 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1861 0 0 2147 0 157 0 722 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.91 1.00 0.87 1.00 0.87 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 0.00 4.00 0.00 1.18 0.00 1.82 0.00 0.00 0.00 Final Sat.: 0 5187 1900 0 6916 0 1946 0 3008 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.36 0.00 0.00 0.31 0.00 0.08 0.00 0.24 0.00 0.00 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.57 0.00 0.00 0.57 0.00 0.38 0.00 0.38 0.00 0.00 0.00 Volume/Cap: 0.00 0.63 0.00 0.00 0.55 0.00 0.21 0.00 0.63 0.00 0.00 0.00 Delay/Veh: 0.0 14.9 0.0 0.0 13.6 0.0 20.9 0.0 26.2 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 14.9 0.0 0.0 13.6 0.0 20.9 0.0 26.2 0.0 0.0 0.0 LOS by Move: A B A A B A C A C A A A
HCM2k85thQ: 0 21 0 0 17 0 4 0 16 0 0 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-378
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:23 Page 21-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #19 Fairview St and Civic Center Dr
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.662
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 34 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: WideBypass Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 1 0 1 1 0 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 5 1430 402 144 1338 0 2 5 4 438 0 162
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 1430 402 144 1338 0 2 5 4 438 0 162
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 5 1430 402 144 1338 0 2 5 4 438 0 162
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 5 1430 402 144 1338 0 2 5 4 438 0 162
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 5 1430 402 144 1338 0 2 5 4 438 0 162
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.06 1.00 Lanes: 1.00 2.34 0.66 1.00 3.00 0.00 0.36 0.91 0.73 2.00 0.00 1.00 Final Sat.: 1600 3947 1053 1600 5000 0 582 1455 1164 3200 0 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.36 0.38 0.09 0.27 0.00 0.00 0.00 0.00 0.14 0.00 0.10 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-379
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:23 Page 22-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #20 Fairview St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.883
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 78 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include WideBypass Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 149 1094 99 203 1264 251 215 870 151 159 1204 186 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 149 1094 99 203 1264 251 215 870 151 159 1204 186 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 149 1094 99 203 1264 251 215 870 151 159 1204 186 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 149 1094 99 203 1264 251 215 870 151 159 1204 186 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 149 1094 99 203 1264 251 215 870 151 159 1204 186 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 3.00 1.00 1.00 2.50 0.50 1.00 2.56 0.44 1.00 2.60 0.40 Final Sat.: 1600 5100 1600 1600 4205 795 1600 4290 710 1600 4358 642 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.21 0.06 0.13 0.30 0.32 0.13 0.20 0.21 0.10 0.28 0.29 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-380
Attachment 8
1417
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:24 Page 23-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #21 Fairview St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.798
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 52 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 159 1462 127 155 1257 196 244 659 163 158 545 134 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 159 1462 127 155 1257 196 244 659 163 158 545 134 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 159 1462 127 155 1257 196 244 659 163 158 545 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 159 1462 127 155 1257 196 244 659 163 158 545 134 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 159 1462 127 155 1257 196 244 659 163 158 545 134 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.60 0.40 1.00 1.61 0.39 Final Sat.: 1600 5100 1600 1600 5100 1600 1600 2665 635 1600 2668 632 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.29 0.08 0.10 0.25 0.12 0.15 0.25 0.26 0.10 0.20 0.21 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-381
Attachment 8
1418
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:25 Page 24-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #22 Fairview St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.811
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 54 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 188 1793 110 198 616 151 230 703 188 373 789 173 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 188 1793 110 198 616 151 230 703 188 373 789 173 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 188 1793 110 198 616 151 230 703 188 373 789 173 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 188 1793 110 198 616 151 230 703 188 373 789 173 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 188 1793 110 198 616 151 230 703 188 373 789 173 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 2.00 2.83 0.17 2.00 2.41 0.59 2.00 2.37 0.63 2.00 2.46 0.54 Final Sat.: 3200 4723 277 3200 4055 945 3200 3987 1013 3200 4137 863 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.38 0.40 0.06 0.15 0.16 0.07 0.18 0.19 0.12 0.19 0.20 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-382
Attachment 8
1419
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:25 Page 25-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #23 Fairview St and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.845
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 63 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 217 1728 161 188 951 96 197 955 148 188 1108 240 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 217 1728 161 188 951 96 197 955 148 188 1108 240 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 217 1728 161 188 951 96 197 955 148 188 1108 240 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 217 1728 161 188 951 96 197 955 148 188 1108 240 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 217 1728 161 188 951 96 197 955 148 188 1108 240 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 2.00 2.74 0.26 2.00 2.72 0.28 2.00 2.60 0.40 2.00 2.47 0.53 Final Sat.: 3200 4591 409 3200 4560 440 3200 4356 644 3200 4145 855 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.38 0.39 0.06 0.21 0.22 0.06 0.22 0.23 0.06 0.27 0.28 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-383
Attachment 8
1420
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:26 Page 26-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #24 Fairview St and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.826
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 58 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 243 1672 91 171 955 88 280 731 246 179 1365 239 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 243 1672 91 171 955 88 280 731 246 179 1365 239 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 243 1672 91 171 955 88 280 731 246 179 1365 239 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 243 1672 91 171 955 88 280 731 246 179 1365 239 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 243 1672 91 171 955 88 280 731 246 179 1365 239 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.85 0.15 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 4752 248 3200 5100 1600 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.35 0.37 0.05 0.19 0.06 0.09 0.14 0.15 0.06 0.27 0.15 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-384
Attachment 8
1421
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:26 Page 27-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #25 Fairview Rd and Sunflower Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.708
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 38 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 1 1 0 2 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 201 1806 393 144 1196 83 203 430 95 265 664 173 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 201 1806 393 144 1196 83 203 430 95 265 664 173 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 201 1806 393 144 1196 83 203 430 95 265 664 173 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 201 1806 393 144 1196 83 203 430 95 265 664 173 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 201 1806 393 144 1196 83 203 430 95 265 664 173 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 2.81 0.19 2.00 1.64 0.36 2.00 2.00 1.00 Final Sat.: 3200 5100 1600 3200 4689 311 3200 2721 579 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.35 0.25 0.05 0.26 0.27 0.06 0.16 0.16 0.08 0.20 0.11 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-385
Attachment 8
1422
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:27 Page 28-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #26 Greenville St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.586
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 28 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 2 1 0 1 0 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 327 0 218 0 0 0 0 982 200 95 1128 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 327 0 218 0 0 0 0 982 200 95 1128 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 327 0 218 0 0 0 0 982 200 95 1128 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 327 0 218 0 0 0 0 982 200 95 1128 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 327 0 218 0 0 0 0 982 200 95 1128 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.49 0.51 1.00 2.00 0.00 Final Sat.: 1600 0 1600 0 0 0 0 4188 812 1600 3400 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.20 0.00 0.14 0.00 0.00 0.00 0.00 0.23 0.25 0.06 0.33 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-386
Attachment 8
1423
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:28 Page 29-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #27 Greenville St and Segerstrom Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.686
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 36 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include WideBypass WideBypass
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 0 1 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 57 476 36 61 200 61 108 823 47 27 1037 148
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 57 476 36 61 200 61 108 823 47 27 1037 148 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 57 476 36 61 200 61 108 823 47 27 1037 148
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 57 476 36 61 200 61 108 823 47 27 1037 148 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 57 476 36 61 200 61 108 823 47 27 1037 148 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.06 1.00 1.00 1.03 1.00 1.00 1.04 1.00 Lanes: 1.00 1.86 0.14 1.00 1.00 1.00 1.00 1.89 0.11 1.00 1.75 0.25 Final Sat.: 1600 3075 225 1600 1700 1600 1600 3127 173 1600 2900 400 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.15 0.16 0.04 0.12 0.04 0.07 0.26 0.27 0.02 0.36 0.37 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-387
Attachment 8
1424
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:28 Page 30-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #28 Raitt St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.722
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 40 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 58 835 130 45 474 76 126 747 65 88 742 102
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 58 835 130 45 474 76 126 747 65 88 742 102 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 58 835 130 45 474 76 126 747 65 88 742 102
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 58 835 130 45 474 76 126 747 65 88 742 102 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 58 835 130 45 474 76 126 747 65 88 742 102 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.03 1.00 1.00 1.04 1.00 Lanes: 1.00 1.73 0.27 1.00 1.72 0.28 1.00 1.84 0.16 1.00 1.76 0.24 Final Sat.: 1600 2869 431 1600 2858 442 1600 3044 256 1600 2913 387 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.29 0.30 0.03 0.17 0.17 0.08 0.25 0.25 0.06 0.25 0.26 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-388
Attachment 8
1425
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:29 Page 31-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #29 Raitt St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.864
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 70 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include WideBypass Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 190 816 229 111 384 96 139 961 137 86 972 87
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 190 816 229 111 384 96 139 961 137 86 972 87 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 190 816 229 111 384 96 139 961 137 86 972 87 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 190 816 229 111 384 96 139 961 137 86 972 87 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 190 816 229 111 384 96 139 961 137 86 972 87 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.03 1.00 Lanes: 1.00 1.56 0.44 1.00 1.60 0.40 1.00 1.75 0.25 1.00 1.84 0.16 Final Sat.: 1600 2599 701 1600 2660 640 1600 2901 399 1600 3037 263 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.31 0.33 0.07 0.14 0.15 0.09 0.33 0.34 0.05 0.32 0.33 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-389
Attachment 8
1426
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:29 Page 32-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #30 Bear St and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.868
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 71 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 200 962 251 112 271 82 97 910 94 93 1673 266
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 962 251 112 271 82 97 910 94 93 1673 266 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 200 962 251 112 271 82 97 910 94 93 1673 266 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 200 962 251 112 271 82 97 910 94 93 1673 266 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 200 962 251 112 271 82 97 910 94 93 1673 266 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.72 0.28 1.00 2.59 0.41 Final Sat.: 1600 3400 1600 1600 3400 1600 1600 4551 449 1600 4342 658 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.28 0.16 0.07 0.08 0.05 0.06 0.20 0.21 0.06 0.39 0.40 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-390
Attachment 8
1427
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:30 Page 33-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #31 Bristol St and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.692
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 36 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 236 1148 191 243 1293 220 336 750 136 284 1069 362 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 236 1148 191 243 1293 220 336 750 136 284 1069 362 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 236 1148 191 243 1293 220 336 750 136 284 1069 362 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 236 1148 191 243 1293 220 336 750 136 284 1069 362 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 236 1148 191 243 1293 220 336 750 136 284 1069 362 OvlAdjVol: 241
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.54 0.46 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 4263 737 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.23 0.12 0.08 0.25 0.14 0.11 0.18 0.18 0.09 0.21 0.23 OvlAdjV/S: 0.15
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-391
Attachment 8
1428
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:31 Page 34-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #32 Bristol St and Civic Center Dr
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.832
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 60 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 200 1399 73 136 1250 128 190 534 63 169 723 82 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 1399 73 136 1250 128 190 534 63 169 723 82 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 200 1399 73 136 1250 128 190 534 63 169 723 82 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 200 1399 73 136 1250 128 190 534 63 169 723 82 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 200 1399 73 136 1250 128 190 534 63 169 723 82 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.03 1.00 1.00 1.03 1.00 Lanes: 1.00 2.85 0.15 1.00 2.72 0.28 1.00 1.79 0.21 1.00 1.80 0.20 Final Sat.: 1600 4762 238 1600 4554 446 1600 2962 338 1600 2974 326 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.29 0.31 0.09 0.27 0.29 0.12 0.18 0.19 0.11 0.24 0.25 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-392
Attachment 8
1429
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:31 Page 35-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #33 Bristol St and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.657
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 33 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 75 1524 87 105 1402 53 59 163 38 233 371 100
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 75 1524 87 105 1402 53 59 163 38 233 371 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 75 1524 87 105 1402 53 59 163 38 233 371 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 75 1524 87 105 1402 53 59 163 38 233 371 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 75 1524 87 105 1402 53 59 163 38 233 371 100 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 2.84 0.16 1.00 2.89 0.11 1.00 1.62 0.38 1.00 1.58 0.42 Final Sat.: 1600 4741 259 1600 4825 175 1600 2695 605 1600 2621 679 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.32 0.34 0.07 0.29 0.30 0.04 0.06 0.06 0.15 0.14 0.15 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-393
Attachment 8
1430
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:32 Page 36-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #34 Bristol St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.779
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 48 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 286 1235 182 206 1115 252 189 1062 136 217 1330 126 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 286 1235 182 206 1115 252 189 1062 136 217 1330 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 286 1235 182 206 1115 252 189 1062 136 217 1330 126 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 286 1235 182 206 1115 252 189 1062 136 217 1330 126 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 286 1235 182 206 1115 252 189 1062 136 217 1330 126 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.66 0.34 1.00 2.74 0.26 Final Sat.: 3200 5100 1600 3200 5100 1600 1600 4455 545 1600 4585 415 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.24 0.11 0.06 0.22 0.16 0.12 0.24 0.25 0.14 0.29 0.30 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-394
Attachment 8
1431
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:33 Page 37-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #35 Bristol St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.752
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 44 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 213 1566 85 84 1171 270 262 512 102 97 504 59 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 213 1566 85 84 1171 270 262 512 102 97 504 59 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 213 1566 85 84 1171 270 262 512 102 97 504 59 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 213 1566 85 84 1171 270 262 512 102 97 504 59 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 213 1566 85 84 1171 270 262 512 102 97 504 59 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.03 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.67 0.33 1.00 1.79 0.21 Final Sat.: 1600 5100 1600 1600 5100 1600 1600 2768 532 1600 2965 335 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.31 0.05 0.05 0.23 0.17 0.16 0.18 0.19 0.06 0.17 0.18 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-395
Attachment 8
1432
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:33 Page 38-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #36 Bristol St and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.790
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 50 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 0 1 2 0 2 1 0 1 0 3 0 1 1 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 309 1157 211 251 838 163 193 868 153 173 1021 299 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 309 1157 211 251 838 163 193 868 153 173 1021 299 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 309 1157 211 251 838 163 193 868 153 173 1021 299 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 309 1157 211 251 838 163 193 868 153 173 1021 299 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 309 1157 211 251 838 163 193 868 153 173 1021 299 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.00 1.00 2.00 2.51 0.49 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3200 3400 1600 3200 4218 782 1600 5100 1600 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.34 0.13 0.08 0.20 0.21 0.12 0.17 0.10 0.11 0.20 0.19 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-396
Attachment 8
1433
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:34 Page 39-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #37 Bristol St and Segerstrom Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.909
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 92 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: WideBypass Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 179 1322 233 92 843 176 200 716 57 119 1074 54 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 179 1322 233 92 843 176 200 716 57 119 1074 54 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 179 1322 233 92 843 176 200 716 57 119 1074 54 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 179 1322 233 92 843 176 200 716 57 119 1074 54 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 179 1322 233 92 843 176 200 716 57 119 1074 54 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.03 1.00 1.00 1.03 1.00 Lanes: 1.00 2.55 0.45 1.00 2.48 0.52 1.00 1.85 0.15 1.00 1.90 0.10 Final Sat.: 1600 4281 719 1600 4171 829 1600 3064 236 1600 3147 153 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.31 0.32 0.06 0.20 0.21 0.13 0.23 0.24 0.07 0.34 0.35 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-397
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:35 Page 40-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #38 Bristol St and Alton Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.686
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 36 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: WideBypass Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 3 0 1 1 0 1 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 43 1681 158 119 896 56 75 105 195 91 150 29
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 1681 158 119 896 56 75 105 195 91 150 29 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 1681 158 119 896 56 75 105 195 91 150 29 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 43 1681 158 119 896 56 75 105 195 91 150 29 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 1681 158 119 896 56 75 105 195 91 150 29 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.00 1.00 Lanes: 1.00 2.74 0.26 1.00 3.00 1.00 1.00 1.00 1.00 1.00 0.84 0.16 Final Sat.: 1600 4588 412 1600 5100 1600 1600 1700 1600 1600 1341 259 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.37 0.38 0.07 0.18 0.04 0.05 0.06 0.12 0.06 0.11 0.11 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-398
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:36 Page 41-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #39 Bristol St and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.812
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 55 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 335 1428 260 223 821 129 357 796 169 265 1536 290 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 335 1428 260 223 821 129 357 796 169 265 1536 290 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 335 1428 260 223 821 129 357 796 169 265 1536 290 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 335 1428 260 223 821 129 357 796 169 265 1536 290 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 335 1428 260 223 821 129 357 796 169 265 1536 290 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 2.59 0.41 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 4348 652 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.28 0.16 0.07 0.19 0.20 0.11 0.16 0.11 0.08 0.30 0.18 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-399
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:37 Page 42-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #40 Bristol St and Sunflower Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.689
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 36 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 1 2 0 3 0 1 2 0 2 1 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 645 1363 220 201 750 215 293 573 222 263 1012 322 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 645 1363 220 201 750 215 293 573 222 263 1012 322 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 645 1363 220 201 750 215 293 573 222 263 1012 322 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 645 1363 220 201 750 215 293 573 222 263 1012 322 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 645 1363 220 201 750 215 293 573 222 263 1012 322 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.88 1.12 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 4813 1787 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.20 0.27 0.14 0.06 0.15 0.13 0.09 0.12 0.12 0.08 0.20 0.20 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-400
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:37 Page 43-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #41 Bristol St and I-405 WB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.829
Loss Time (sec): 5 Average Delay (sec/veh): 28.2
Optimal Cycle: 61 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Ignore Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 4 0 1 0 0 4 1 0 0 0 0 0 2 1 1 1 0 2
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 2094 183 0 2148 20 0 0 194 357 306 1184
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2094 183 0 2148 20 0 0 194 357 306 1184
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2094 0 0 2148 20 0 0 194 357 306 1184
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2094 0 0 2148 20 0 0 194 357 306 1184
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2094 0 0 2148 20 0 0 194 357 306 1184
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.91 0.91 1.00 1.00 0.75 0.93 0.93 0.75 Lanes: 0.00 4.00 1.00 0.00 4.95 0.05 0.00 0.00 2.00 1.62 1.38 2.00 Final Sat.: 0 6916 1900 0 8557 80 0 0 2842 2840 2434 2842 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.30 0.00 0.00 0.25 0.25 0.00 0.00 0.07 0.13 0.13 0.42 Crit Moves: **** **** **** ****
Green/Cycle: 0.00 0.37 0.00 0.00 0.37 0.37 0.00 0.00 0.08 0.50 0.50 0.50 Volume/Cap: 0.00 0.83 0.00 0.00 0.69 0.69 0.00 0.00 0.83 0.25 0.25 0.83 Delay/Veh: 0.0 31.3 0.0 0.0 27.5 27.5 0.0 0.0 66.4 14.2 14.2 25.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 31.3 0.0 0.0 27.5 27.5 0.0 0.0 66.4 14.2 14.2 25.4 LOS by Move: A C A A C C A A E B B C
HCM2k85thQ: 0 27 0 0 20 20 0 0 9 6 6 29
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-401
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:38 Page 44-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #42 Bristol St and I-405 EB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.595
Loss Time (sec): 5 Average Delay (sec/veh): 18.4
Optimal Cycle: 30 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 4 0 0 0 0 2 1 1 3 0 0 0 1 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 127 1555 0 0 1506 880 740 0 331 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 1555 0 0 1506 880 740 0 331 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 127 1555 0 0 1506 0 740 0 331 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 127 1555 0 0 1506 0 740 0 331 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 127 1555 0 0 1506 0 740 0 331 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 1.00 1.00 0.91 0.91 0.92 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 4.00 0.00 0.00 3.00 1.00 3.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1805 6916 0 0 5187 1729 5253 0 1615 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.22 0.00 0.00 0.29 0.00 0.14 0.00 0.20 0.00 0.00 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.12 0.61 0.00 0.00 0.49 0.00 0.34 0.00 0.34 0.00 0.00 0.00 Volume/Cap: 0.60 0.37 0.00 0.00 0.60 0.00 0.41 0.00 0.60 0.00 0.00 0.00 Delay/Veh: 46.3 10.1 0.0 0.0 18.9 0.0 25.2 0.0 28.8 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.3 10.1 0.0 0.0 18.9 0.0 25.2 0.0 28.8 0.0 0.0 0.0 LOS by Move: D B A A B A C A C A A A
HCM2k85thQ: 7 10 0 0 19 0 9 0 14 0 0 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-402
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:39 Page 45-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #43 Flower St and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.571
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 27 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Prot+Permit Prot+Permit Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 3 0 1 1 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 124 754 62 104 530 48 134 386 63 146 510 151
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 124 754 62 104 530 48 134 386 63 146 510 151 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 124 754 62 104 530 48 134 386 63 146 510 151 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 124 754 62 104 530 48 134 386 63 146 510 151 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 124 754 62 104 530 48 134 386 63 146 510 151 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 3.00 1.00 1.00 2.00 1.00 Final Sat.: 1600 3400 1600 1600 3400 1600 1600 5100 1600 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.22 0.04 0.07 0.16 0.03 0.08 0.08 0.04 0.09 0.15 0.09 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-403
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:40 Page 46-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #44 Flower St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.752
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 44 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 132 625 149 170 466 135 139 1217 101 210 1415 147 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 132 625 149 170 466 135 139 1217 101 210 1415 147 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 132 625 149 170 466 135 139 1217 101 210 1415 147 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 132 625 149 170 466 135 139 1217 101 210 1415 147 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 132 625 149 170 466 135 139 1217 101 210 1415 147 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.00 1.00 1.00 1.55 0.45 1.00 2.77 0.23 1.00 2.72 0.28 Final Sat.: 1600 3400 1600 1600 2581 719 1600 4632 368 1600 4548 452 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.18 0.09 0.11 0.18 0.19 0.09 0.26 0.27 0.13 0.31 0.33 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-404
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:40 Page 47-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #45 Flower St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.920
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 42 567 35 46 352 57 64 478 19 48 595 85
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 42 567 35 46 352 57 64 478 19 48 595 85
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 42 567 35 46 352 57 64 478 19 48 595 85
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 42 567 35 46 352 57 64 478 19 48 595 85
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 42 567 35 46 352 57 64 478 19 48 595 85
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.94 0.06 1.00 0.86 0.14 1.00 0.96 0.04 1.00 0.88 0.12 Final Sat.: 1600 1507 93 1600 1377 223 1600 1539 61 1600 1400 200 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.38 0.38 0.03 0.26 0.26 0.04 0.31 0.31 0.03 0.43 0.43 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-405
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:41 Page 48-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #46 Flower St and Segerstrom Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.897
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 85 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 120 843 80 66 369 106 158 786 83 75 1258 81
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 120 843 80 66 369 106 158 786 83 75 1258 81 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 120 843 80 66 369 106 158 786 83 75 1258 81 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 120 843 80 66 369 106 158 786 83 75 1258 81 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 120 843 80 66 369 106 158 786 83 75 1258 81 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.04 1.00 1.00 1.03 1.00 1.00 1.03 1.00 Lanes: 1.00 1.83 0.17 1.00 1.55 0.45 1.00 1.81 0.19 1.00 1.88 0.12 Final Sat.: 1600 3023 277 1600 2586 714 1600 2994 306 1600 3106 194 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.28 0.29 0.04 0.14 0.15 0.10 0.26 0.27 0.05 0.40 0.42 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-406
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:41 Page 49-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #47 Flower St and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.906
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 90 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 133 634 74 85 205 197 209 994 63 62 1989 177
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 133 634 74 85 205 197 209 994 63 62 1989 177 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 133 634 74 85 205 197 209 994 63 62 1989 177 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 133 634 74 85 205 197 209 994 63 62 1989 177 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 133 634 74 85 205 197 209 994 63 62 1989 177 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.05 1.00 Lanes: 1.00 1.79 0.21 1.00 1.02 0.98 1.00 2.82 0.18 1.00 2.75 0.25 Final Sat.: 1600 2966 334 1600 1732 1568 1600 4714 286 1600 4608 392 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.21 0.22 0.05 0.12 0.13 0.13 0.21 0.22 0.04 0.43 0.45 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-407
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:42 Page 50-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #48 Main St and La Veta Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.628
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 31 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Ovl Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 2 1 0 2 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 307 938 439 145 911 235 296 422 189 257 513 206 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 307 938 439 145 911 235 296 422 189 257 513 206 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 307 938 439 145 911 235 296 422 189 257 513 206 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 307 938 439 145 911 235 296 422 189 257 513 206 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 307 938 439 145 911 235 296 422 189 257 513 206 OvlAdjVol: 310 134
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 2.38 0.62 2.00 2.07 0.93 2.00 2.00 1.00 Final Sat.: 3200 5100 1600 3200 4016 984 3200 3515 1485 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.18 0.27 0.05 0.23 0.24 0.09 0.12 0.13 0.08 0.15 0.13 OvlAdjV/S: 0.19 0.08
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-408
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #49 Main St and Mainplace Dr / Memory Ln
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.471
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 22 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 2 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 90 945 179 51 1055 139 293 325 87 185 151 73
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 90 945 179 51 1055 139 293 325 87 185 151 73 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 90 945 179 51 1055 139 293 325 87 185 151 73 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 90 945 179 51 1055 139 293 325 87 185 151 73 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 90 945 179 51 1055 139 293 325 87 185 151 73 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 2.00 2.52 0.48 2.00 2.65 0.35 2.00 2.37 0.63 2.00 2.00 1.00 Final Sat.: 3200 4236 764 3200 4441 559 3200 3986 1014 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.22 0.23 0.02 0.24 0.25 0.09 0.08 0.09 0.06 0.04 0.05 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-409
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:43 Page 52-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #50 Main St and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.732
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 41 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 0 1 2 0 1 1 0 2 0 2 1 0 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 197 1019 222 173 757 117 221 1237 73 178 1089 72 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 197 1019 222 173 757 117 221 1237 73 178 1089 72 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 197 1019 222 173 757 117 221 1237 73 178 1089 72 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 197 1019 222 173 757 117 221 1237 73 178 1089 72 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 197 1019 222 173 757 117 221 1237 73 178 1089 72 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 2.00 2.00 1.00 2.00 1.73 0.27 2.00 2.83 0.17 2.00 2.81 0.19 Final Sat.: 3200 3400 1600 3200 2872 428 3200 4733 267 3200 4702 298 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.30 0.14 0.05 0.26 0.27 0.07 0.26 0.27 0.06 0.23 0.24 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-410
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:43 Page 53-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #51 Main St and Civic Center Dr
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.801
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 52 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 89 1126 94 61 995 63 159 881 105 38 384 39
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 89 1126 94 61 995 63 159 881 105 38 384 39 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 89 1126 94 61 995 63 159 881 105 38 384 39
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 89 1126 94 61 995 63 159 881 105 38 384 39 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 89 1126 94 61 995 63 159 881 105 38 384 39 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.03 1.00 Lanes: 1.00 1.85 0.15 1.00 1.88 0.12 1.00 1.79 0.21 1.00 1.82 0.18 Final Sat.: 1600 3053 247 1600 3109 191 1600 2959 341 1600 3005 295 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.37 0.38 0.04 0.32 0.33 0.10 0.30 0.31 0.02 0.13 0.13 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-411
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:44 Page 54-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #52 Main St and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.607
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 29 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 0 0 0 0 1 1 0 0 0 0 0 0 0 1 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 54 1229 0 0 1083 53 0 0 0 65 656 85
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 54 1229 0 0 1083 53 0 0 0 65 656 85
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 54 1229 0 0 1083 53 0 0 0 65 656 85
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 54 1229 0 0 1083 53 0 0 0 65 656 85
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 54 1229 0 0 1083 53 0 0 0 65 656 85
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.03 1.00 1.00 1.06 1.00 1.00 1.03 1.00 Lanes: 1.00 2.00 0.00 0.00 1.91 0.09 0.00 0.00 0.00 0.24 2.44 0.32 Final Sat.: 1600 3400 0 0 3151 149 0 0 0 387 4007 506
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.36 0.00 0.00 0.34 0.36 0.00 0.00 0.00 0.04 0.16 0.17 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-412
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:44 Page 55-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #53 Main St and 4th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.537
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 25 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1 1 0 0 0 1 1 0 0 0 0 1 0 0 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1055 50 0 1037 47 0 98 55 0 181 46
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1055 50 0 1037 47 0 98 55 0 181 46
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1055 50 0 1037 47 0 98 55 0 181 46
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1055 50 0 1037 47 0 98 55 0 181 46
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1055 50 0 1037 47 0 98 55 0 181 46
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.91 0.09 0.00 1.91 0.09 0.00 0.64 0.36 0.00 0.80 0.20 Final Sat.: 0 3155 145 0 3161 139 0 1025 575 0 1276 324 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.33 0.35 0.00 0.33 0.34 0.00 0.10 0.10 0.00 0.14 0.14 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-413
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:45 Page 56-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #54 Main St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.799
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 52 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 169 826 72 175 671 143 120 1214 90 114 1275 89 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 169 826 72 175 671 143 120 1214 90 114 1275 89 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 169 826 72 175 671 143 120 1214 90 114 1275 89 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 169 826 72 175 671 143 120 1214 90 114 1275 89 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 169 826 72 175 671 143 120 1214 90 114 1275 89 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 1.84 0.16 1.00 2.00 1.00 1.00 2.79 0.21 1.00 2.80 0.20 Final Sat.: 1600 3043 257 1600 3400 1600 1600 4669 331 1600 4687 313 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.27 0.28 0.11 0.20 0.09 0.08 0.26 0.27 0.07 0.27 0.28 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-414
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:45 Page 57-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #55 Main St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.845
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 64 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 1 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 146 1147 71 134 908 66 78 345 42 85 480 216
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 146 1147 71 134 908 66 78 345 42 85 480 216 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 146 1147 71 134 908 66 78 345 42 85 480 216 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 146 1147 71 134 908 66 78 345 42 85 480 216 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 146 1147 71 134 908 66 78 345 42 85 480 216 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.00 1.00 1.00 1.06 1.00 Lanes: 1.00 1.88 0.12 1.00 1.86 0.14 1.00 0.89 0.11 1.00 1.00 1.00 Final Sat.: 1600 3113 187 1600 3083 217 1600 1426 174 1600 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.37 0.38 0.08 0.29 0.30 0.05 0.24 0.24 0.05 0.28 0.14 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-415
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #56 Main St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.847
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 64 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 99 1050 48 122 609 83 127 752 84 97 1296 134
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 99 1050 48 122 609 83 127 752 84 97 1296 134 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 99 1050 48 122 609 83 127 752 84 97 1296 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 99 1050 48 122 609 83 127 752 84 97 1296 134 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 99 1050 48 122 609 83 127 752 84 97 1296 134 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.05 1.00 Lanes: 1.00 1.91 0.09 1.00 1.76 0.24 1.00 2.00 1.00 1.00 2.72 0.28 Final Sat.: 1600 3160 140 1600 2916 384 1600 3400 1600 1600 4550 450 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.33 0.34 0.08 0.21 0.22 0.08 0.22 0.05 0.06 0.28 0.30 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-416
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #57 Main St and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.777
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 48 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 488 1169 321 283 368 278 298 613 59 198 1570 456 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 488 1169 321 283 368 278 298 613 59 198 1570 456 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 488 1169 321 283 368 278 298 613 59 198 1570 456 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 488 1169 321 283 368 278 298 613 59 198 1570 456 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 488 1169 321 283 368 278 298 613 59 198 1570 456 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.23 0.20 0.09 0.07 0.17 0.09 0.12 0.04 0.06 0.31 0.28 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-417
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #58 Penn Wy and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.770
Loss Time (sec): 5 Average Delay (sec/veh): 20.7
Optimal Cycle: 48 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 0 0 2 0 0 0 0 0 0 0 2 1 0 1 0 3 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 848 0 414 0 0 0 0 1590 513 123 1440 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 848 0 414 0 0 0 0 1590 513 123 1440 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 848 0 414 0 0 0 0 1590 513 123 1440 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 848 0 414 0 0 0 0 1590 513 123 1440 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 848 0 414 0 0 0 0 1590 513 123 1440 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.75 1.00 1.00 1.00 1.00 0.88 0.88 0.95 0.91 1.00 Lanes: 2.00 0.00 2.00 0.00 0.00 0.00 0.00 2.27 0.73 1.00 3.00 0.00 Final Sat.: 3502 0 2842 0 0 0 0 3777 1218 1805 5187 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.24 0.00 0.15 0.00 0.00 0.00 0.00 0.42 0.42 0.07 0.28 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.31 0.00 0.31 0.00 0.00 0.00 0.00 0.55 0.55 0.09 0.64 0.00 Volume/Cap: 0.77 0.00 0.46 0.00 0.00 0.00 0.00 0.77 0.77 0.77 0.44 0.00 Delay/Veh: 34.4 0.0 27.9 0.0 0.0 0.0 0.0 19.1 19.1 64.7 9.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.4 0.0 27.9 0.0 0.0 0.0 0.0 19.1 19.1 64.7 9.3 0.0 LOS by Move: C A C A A A A B B E A A
HCM2k85thQ: 21 0 9 0 0 0 0 29 29 9 12 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-418
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #59 I-5 NB Off Ramps/17th Street
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.589
Loss Time (sec): 5 Average Delay (sec/veh): 19.5
Optimal Cycle: 30 Level Of Service: B
******************************************************************************** Street Name: I-5 NB Off Ramps 17th Street
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Permitted
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 1 0 0 1 1 0 0 0 1 1 0 3 0 1 0 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 345 46 18 51 0 133 120 1099 722 0 1525 41
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 345 46 18 51 0 133 120 1099 722 0 1525 41
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 345 46 18 51 0 133 120 1099 0 0 1525 41
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 345 46 18 51 0 133 120 1099 0 0 1525 41
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 345 46 18 51 0 133 120 1099 0 0 1525 41
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.96 0.96 0.85 0.95 1.00 0.85 0.95 0.91 1.00 1.00 0.91 0.91 Lanes: 1.76 0.24 1.00 1.00 0.00 1.00 1.00 3.00 1.00 0.00 2.92 0.08 Final Sat.: 3212 428 1615 1805 0 1615 1805 5187 1900 0 5031 135 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.11 0.01 0.03 0.00 0.08 0.07 0.21 0.00 0.00 0.30 0.30 Crit Moves: **** **** **** ****
Green/Cycle: 0.18 0.18 0.18 0.14 0.00 0.14 0.11 0.63 0.00 0.00 0.51 0.51 Volume/Cap: 0.59 0.59 0.06 0.20 0.00 0.59 0.59 0.34 0.00 0.00 0.59 0.59 Delay/Veh: 38.8 38.8 33.9 38.5 0.0 44.3 46.6 8.9 0.0 0.0 17.2 17.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.8 38.8 33.9 38.5 0.0 44.3 46.6 8.9 0.0 0.0 17.2 17.2 LOS by Move: D D C D A D D A A A B B
HCM2k85thQ: 10 10 1 2 0 7 7 9 0 0 19 19
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-419
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:48 Page 62-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #60 Penn Wy and I-5 SB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.423
Loss Time (sec): 5 Average Delay (sec/veh): 22.0
Optimal Cycle: 22 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 2
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 363 238 550 127 0 0 0 0 175 0 150
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 363 238 550 127 0 0 0 0 175 0 150
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 363 238 550 127 0 0 0 0 175 0 150
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 363 238 550 127 0 0 0 0 175 0 150
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 363 238 550 127 0 0 0 0 175 0 150
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.92 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.75 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 2.00 Final Sat.: 0 3610 1615 3502 3610 0 0 0 0 1805 0 2842
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.10 0.15 0.16 0.04 0.00 0.00 0.00 0.00 0.10 0.00 0.05 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.35 0.35 0.37 0.72 0.00 0.00 0.00 0.00 0.23 0.00 0.60 Volume/Cap: 0.00 0.29 0.42 0.42 0.05 0.00 0.00 0.00 0.00 0.42 0.00 0.09 Delay/Veh: 0.0 23.7 25.4 23.6 4.1 0.0 0.0 0.0 0.0 33.6 0.0 8.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 23.7 25.4 23.6 4.1 0.0 0.0 0.0 0.0 33.6 0.0 8.4 LOS by Move: A C C C A A A A A C A A
HCM2k85thQ: 0 7 9 10 1 0 0 0 0 8 0 2
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-420
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:48 Page 63-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM 4-Way Stop Method (Base Volume Alternative)
******************************************************************************** Intersection #61 Santiago St and Civic Center Dr
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.674
Loss Time (sec): 5 Average Delay (sec/veh): 17.1
Optimal Cycle: 0 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 0 1! 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 97 299 30 13 187 48 266 76 269 14 19 18
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 97 299 30 13 187 48 266 76 269 14 19 18
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 97 299 30 13 187 48 266 76 269 14 19 18
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 97 299 30 13 187 48 266 76 269 14 19 18
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 97 299 30 13 187 48 266 76 269 14 19 18
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.91 0.09 1.00 0.80 0.20 0.78 0.22 1.00 0.27 0.38 0.35 Final Sat.: 481 478 48 458 401 103 395 113 597 122 166 157 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.20 0.63 0.63 0.03 0.47 0.47 0.67 0.67 0.45 0.11 0.11 0.11 Crit Moves: **** **** **** ****
Delay/Veh: 11.7 19.4 19.4 10.4 15.1 15.1 22.2 22.2 13.1 11.2 11.2 11.2 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 11.7 19.4 19.4 10.4 15.1 15.1 22.2 22.2 13.1 11.2 11.2 11.2 LOS by Move: B C C B C C C C B B B B
ApproachDel: 17.6 14.8 18.2 11.2
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 17.6 14.8 18.2 11.2
LOS by Appr: C B C B
AllWayAvgQ: 0.2 1.5 1.5 0.0 0.8 0.8 1.8 1.8 0.7 0.1 0.1 0.1 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-421
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #62 Santiago St and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.569
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 27 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 36 133 84 297 120 61 71 649 20 73 492 187
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 36 133 84 297 120 61 71 649 20 73 492 187
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 36 133 84 297 120 61 71 649 20 73 492 187
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 36 133 84 297 120 61 71 649 20 73 492 187
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 36 133 84 297 120 61 71 649 20 73 492 187
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.03 1.00 1.00 1.06 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.94 0.06 1.00 2.00 1.00 Final Sat.: 1600 1700 1600 1600 1700 1600 1600 3204 96 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.08 0.05 0.19 0.07 0.04 0.04 0.20 0.21 0.05 0.14 0.12 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-422
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:49 Page 65-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #64 Standard Ave and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.842
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 62 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 185 367 119 19 189 23 177 1218 129 91 1148 21 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 185 367 119 19 189 23 177 1218 129 91 1148 21 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 185 367 119 19 189 23 177 1218 129 91 1148 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 185 367 119 19 189 23 177 1218 129 91 1148 21 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 185 367 119 19 189 23 177 1218 129 91 1148 21 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.03 1.00 1.00 1.03 1.00 Lanes: 1.00 0.76 0.24 0.08 0.82 0.10 1.00 1.81 0.19 1.00 1.96 0.04 Final Sat.: 1600 1208 392 132 1309 159 1600 2994 306 1600 3243 57 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.30 0.30 0.01 0.14 0.14 0.11 0.41 0.42 0.06 0.35 0.37 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-423
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #65 Standard Ave and Mcfadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.682
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 35 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 169 667 82 137 300 52 53 351 60 117 712 206
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 169 667 82 137 300 52 53 351 60 117 712 206 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 169 667 82 137 300 52 53 351 60 117 712 206 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 169 667 82 137 300 52 53 351 60 117 712 206 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 169 667 82 137 300 52 53 351 60 117 712 206 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 1.78 0.22 1.00 1.70 0.30 1.00 1.71 0.29 1.00 1.55 0.45 Final Sat.: 1600 2950 350 1600 2827 473 1600 2833 467 1600 2582 718 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.23 0.23 0.09 0.11 0.11 0.03 0.12 0.13 0.07 0.28 0.29 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-424
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #66 Halladay St and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.677
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 35 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 0 1 0 0 0 0 0 0 1 0 1 0 0 1 1 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 169 0 352 0 0 0 2 926 93 141 1121 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 169 0 352 0 0 0 2 926 93 141 1121 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 169 0 352 0 0 0 2 926 93 141 1121 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 169 0 352 0 0 0 2 926 93 141 1121 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 169 0 352 0 0 0 2 926 93 141 1121 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.00 1.00 1.00 1.04 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.01 1.81 0.18 0.22 1.78 0.00 Final Sat.: 1600 0 1600 0 0 0 6 2902 291 358 2942 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.00 0.22 0.00 0.00 0.00 0.00 0.32 0.32 0.09 0.38 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-425
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #67 Halladay St and Dyer Rd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.784
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 49 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 41 180 208 114 15 32 150 1298 9 45 1451 116
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 41 180 208 114 15 32 150 1298 9 45 1451 116 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 41 180 208 114 15 32 150 1298 9 45 1451 116 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 41 180 208 114 15 32 150 1298 9 45 1451 116 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 41 180 208 114 15 32 150 1298 9 45 1451 116 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 0.46 0.54 1.00 0.32 0.68 1.00 2.98 0.02 1.00 2.78 0.22 Final Sat.: 1600 742 858 1600 511 1089 1600 4967 33 1600 4645 355 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.24 0.24 0.07 0.03 0.03 0.09 0.26 0.27 0.03 0.31 0.33 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-426
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #68 SR-55 SB Ramps and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.569
Loss Time (sec): 5 Average Delay (sec/veh): 17.3
Optimal Cycle: 28 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Ignore Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 0 0 0 2 0 0 0 2 0 0 2 1 1 0 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 288 0 697 0 1167 1040 0 1532 602
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 288 0 697 0 1167 1040 0 1532 602
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 0 0 288 0 697 0 1167 0 0 1532 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 288 0 697 0 1167 0 0 1532 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 0 0 288 0 697 0 1167 0 0 1532 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1.00 0.75 1.00 0.91 0.91 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 2.00 0.00 3.00 1.00 0.00 3.00 1.00 Final Sat.: 0 0 0 3502 0 2842 0 5187 1729 0 5187 1900
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.08 0.00 0.25 0.00 0.22 0.00 0.00 0.30 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.43 0.00 0.43 0.00 0.52 0.00 0.00 0.52 0.00 Volume/Cap: 0.00 0.00 0.00 0.19 0.00 0.57 0.00 0.43 0.00 0.00 0.57 0.00 Delay/Veh: 0.0 0.0 0.0 17.7 0.0 22.1 0.0 15.0 0.0 0.0 16.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 17.7 0.0 22.1 0.0 15.0 0.0 0.0 16.7 0.0 LOS by Move: A A A B A C A B A A B A
HCM2k85thQ: 0 0 0 4 0 15 0 12 0 0 18 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-427
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:52 Page 70-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #69 SR-55 NB Ramps and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.497
Loss Time (sec): 5 Average Delay (sec/veh): 14.8
Optimal Cycle: 25 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Ignore Include Ignore Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 0 0 1 0 0 0 0 0 0 0 2 0 2 0 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 641 0 426 0 0 0 0 711 731 0 1501 1081
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 641 0 426 0 0 0 0 711 731 0 1501 1081
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 641 0 0 0 0 0 0 711 0 0 1501 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 641 0 0 0 0 0 0 711 0 0 1501 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 641 0 0 0 0 0 0 711 0 0 1501 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.88 1.00 0.91 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 2.00 0.00 3.00 1.00 Final Sat.: 3502 0 1900 0 0 0 0 3610 3344 0 5187 1900
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.20 0.00 0.00 0.29 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.37 0.00 0.00 0.00 0.00 0.00 0.00 0.58 0.00 0.00 0.58 0.00 Volume/Cap: 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.34 0.00 0.00 0.50 0.00 Delay/Veh: 24.7 0.0 0.0 0.0 0.0 0.0 0.0 11.0 0.0 0.0 12.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 24.7 0.0 0.0 0.0 0.0 0.0 0.0 11.0 0.0 0.0 12.4 0.0 LOS by Move: C A A A A A A B A A B A
HCM2k85thQ: 12 0 0 0 0 0 0 9 0 0 15 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-428
Attachment 8
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2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:52 Page 71-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #70 SR-55 SB Ramps and Dyer Rd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.669
Loss Time (sec): 5 Average Delay (sec/veh): 25.7
Optimal Cycle: 36 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Ovl Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 1 0 0 2 0 1 1 0 1 1 0 3 0 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 319 10 240 103 226 110 65 1523 207 556 991 64 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 319 10 240 103 226 110 65 1523 207 556 991 64 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 319 10 240 103 226 110 65 1523 207 556 991 64 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 319 10 240 103 226 110 65 1523 207 556 991 64 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 319 10 240 103 226 110 65 1523 207 556 991 64 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.75 0.94 0.94 0.85 0.95 0.91 0.85 0.92 0.91 0.85 Lanes: 1.94 0.06 2.00 0.63 1.37 1.00 1.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3515 110 2842 1113 2443 1615 1805 5187 1615 3502 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.09 0.08 0.09 0.09 0.07 0.04 0.29 0.13 0.16 0.19 0.04 Crit Moves: **** **** **** ****
Green/Cycle: 0.14 0.14 0.37 0.14 0.14 0.14 0.11 0.44 0.44 0.24 0.57 0.57 Volume/Cap: 0.67 0.67 0.23 0.67 0.67 0.49 0.34 0.67 0.29 0.67 0.34 0.07 Delay/Veh: 44.6 44.6 21.6 44.5 44.5 41.6 42.4 23.1 18.3 36.7 11.6 9.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.6 44.6 21.6 44.5 44.5 41.6 42.4 23.1 18.3 36.7 11.6 9.7 LOS by Move: D D C D D D D C B D B A
HCM2k85thQ: 9 9 5 10 10 6 3 21 6 14 9 1
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-429
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #71 Glassell St and La Veta Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.620
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 30 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Ovl Include Ovl Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 1 0 1 1 0 1 1 0 1 0 1 0 1 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 472 490 160 15 499 37 82 268 461 155 280 11
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 472 490 160 15 499 37 82 268 461 155 280 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 472 490 160 15 499 37 82 268 461 155 280 11 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 472 490 160 15 499 37 82 268 461 155 280 11 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 472 490 160 15 499 37 82 268 461 155 280 11 OvlAdjVol: 5 225
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.03 1.00 1.00 1.06 1.00 1.00 1.03 1.00 Lanes: 2.00 1.00 1.00 1.00 1.86 0.14 1.00 1.00 1.00 1.00 1.92 0.08 Final Sat.: 3200 1700 1600 1600 3079 221 1600 1700 1600 1600 3179 121 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.29 0.10 0.01 0.16 0.17 0.05 0.16 0.29 0.10 0.09 0.09 OvlAdjV/S: 0.00 0.14
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-430
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #72 Glassell St and SR-22 WB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.766
Loss Time (sec): 5 Average Delay (sec/veh): 24.8
Optimal Cycle: 48 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 0 0 0 0 2 0 1 0 0 0 0 0 1 0 1! 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 557 910 0 0 878 255 0 0 0 201 7 357
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 557 910 0 0 878 255 0 0 0 201 7 357
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 557 910 0 0 878 255 0 0 0 201 7 357
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 557 910 0 0 878 255 0 0 0 201 7 357
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 557 910 0 0 878 255 0 0 0 201 7 357
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 1.00 0.95 0.85 1.00 1.00 1.00 0.86 0.86 0.86 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 1.35 0.02 1.63 Final Sat.: 1805 3610 0 0 3610 1615 0 0 0 2201 40 2645
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.31 0.25 0.00 0.00 0.24 0.16 0.00 0.00 0.00 0.09 0.18 0.13 Crit Moves: **** **** ****
Green/Cycle: 0.40 0.72 0.00 0.00 0.32 0.32 0.00 0.00 0.00 0.23 0.23 0.23 Volume/Cap: 0.77 0.35 0.00 0.00 0.77 0.50 0.00 0.00 0.00 0.40 0.77 0.59 Delay/Veh: 30.7 5.3 0.0 0.0 33.9 28.4 0.0 0.0 0.0 32.9 40.8 35.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.7 5.3 0.0 0.0 33.9 28.4 0.0 0.0 0.0 32.9 40.8 35.3 LOS by Move: C A A A C C A A A C D D
HCM2k85thQ: 24 9 0 0 21 10 0 0 0 6 15 10
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-431
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-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #73 Grand Ave / Glassell St and SR-22 EB Ramps ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.812
Loss Time (sec): 5 Average Delay (sec/veh): 26.5
Optimal Cycle: 57 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 2 0 1 1 0 2 0 0 1 0 1! 0 1 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1202 307 381 681 0 229 4 503 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1202 307 381 681 0 229 4 503 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1202 307 381 681 0 229 4 503 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1202 307 381 681 0 229 4 503 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1202 307 381 681 0 229 4 503 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.95 0.95 1.00 0.86 0.86 0.86 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 1.31 0.01 1.68 0.00 0.00 0.00 Final Sat.: 0 3610 1615 1805 3610 0 2129 18 2731 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.33 0.19 0.21 0.19 0.00 0.11 0.23 0.18 0.00 0.00 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.41 0.41 0.26 0.67 0.00 0.28 0.28 0.28 0.00 0.00 0.00 Volume/Cap: 0.00 0.81 0.46 0.81 0.28 0.00 0.38 0.81 0.66 0.00 0.00 0.00 Delay/Veh: 0.0 29.6 22.0 45.1 6.8 0.0 29.2 39.2 33.2 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 29.6 22.0 45.1 6.8 0.0 29.2 39.2 33.2 0.0 0.0 0.0 LOS by Move: A C C D A A C D C A A A
HCM2k85thQ: 0 28 11 20 7 0 7 19 14 0 0 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-432
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #74 Grand Ave and Fairhaven Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.675
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 35 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 46 1214 243 222 894 82 79 45 33 255 48 181
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 1214 243 222 894 82 79 45 33 255 48 181 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 46 1214 243 222 894 82 79 45 33 255 48 181
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 46 1214 243 222 894 82 79 45 33 255 48 181 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 46 1214 243 222 894 82 79 45 33 255 48 181 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 1.00 2.50 0.50 1.00 2.00 1.00 1.00 1.15 0.85 1.00 1.00 1.00 Final Sat.: 1600 4199 801 1600 3400 1600 1600 1946 1354 1600 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.29 0.30 0.14 0.26 0.05 0.05 0.02 0.02 0.16 0.03 0.11 Crit Moves: **** **** **** ****
******************************************************************************** K-433
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #75 Grand Ave and Santa Clara Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.748
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 43 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include WideBypass Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 1 1 0 1 0 0 1 0 1 0 1 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 88 1185 246 220 868 220 159 194 36 136 244 260 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 1185 246 220 868 220 159 194 36 136 244 260 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 88 1185 246 220 868 220 159 194 36 136 244 260 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 88 1185 246 220 868 220 159 194 36 136 244 260 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 88 1185 246 220 868 220 159 194 36 136 244 260 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.06 1.00 Lanes: 1.00 2.48 0.52 1.00 1.60 0.40 1.00 0.84 0.16 1.00 1.00 1.00 Final Sat.: 1600 4175 825 1600 2653 647 1600 1350 250 1600 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.28 0.30 0.14 0.33 0.34 0.10 0.14 0.14 0.09 0.14 0.16 Crit Moves: **** **** **** ****
******************************************************************************** K-434
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:56 Page 77-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #76 Grand Ave and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.828
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 59 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 0 1 2 0 2 1 0 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 246 877 221 270 582 128 346 886 149 300 1107 201 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 246 877 221 270 582 128 346 886 149 300 1107 201 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 246 877 221 270 582 128 346 886 149 300 1107 201 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 246 877 221 270 582 128 346 886 149 300 1107 201 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 246 877 221 270 582 128 346 886 149 300 1107 201 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.40 0.60 1.00 2.00 1.00 2.00 2.57 0.43 2.00 2.54 0.46 Final Sat.: 1600 4034 966 1600 3400 1600 3200 4309 691 3200 4262 738 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.22 0.23 0.17 0.17 0.08 0.11 0.21 0.22 0.09 0.26 0.27 Crit Moves: **** **** **** ****
******************************************************************************** K-435
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-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #77 Grand Ave and I-5 NB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.518
Loss Time (sec): 5 Average Delay (sec/veh): 10.0
Optimal Cycle: 26 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 2 0 1 1 0 3 0 0 0 0 0 0 0 2 0 0 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1297 1001 48 1164 0 0 0 0 143 0 172
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1297 1001 48 1164 0 0 0 0 143 0 172
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1297 0 48 1164 0 0 0 0 143 0 172
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1297 0 48 1164 0 0 0 0 143 0 172
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1297 0 48 1164 0 0 0 0 143 0 172
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 1.00 0.95 0.91 1.00 1.00 1.00 1.00 0.92 1.00 0.85 Lanes: 0.00 2.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3610 1900 1805 5187 0 0 0 0 3502 0 1615
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.36 0.00 0.03 0.22 0.00 0.00 0.00 0.00 0.04 0.00 0.11 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.69 0.00 0.05 0.74 0.00 0.00 0.00 0.00 0.21 0.00 0.21 Volume/Cap: 0.00 0.52 0.00 0.52 0.30 0.00 0.00 0.00 0.00 0.20 0.00 0.52 Delay/Veh: 0.0 7.5 0.0 51.3 4.3 0.0 0.0 0.0 0.0 33.0 0.0 36.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 7.5 0.0 51.3 4.3 0.0 0.0 0.0 0.0 33.0 0.0 36.8 LOS by Move: A A A D A A A A A C A D
HCM2k85thQ: 0 15 0 4 7 0 0 0 0 3 0 8
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-436
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:57 Page 79-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #78 Grand Ave and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.605
Loss Time (sec): 5 Average Delay (sec/veh): 21.1
Optimal Cycle: 31 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Ovl Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 0 2 2 0 1 0 2 0 1 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 167 1888 31 34 750 532 328 200 316 20 134 97
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 167 1888 31 34 750 532 328 200 316 20 134 97 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 167 1888 31 34 750 532 328 200 316 20 134 97 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 167 1888 31 34 750 532 328 200 316 20 134 97 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 167 1888 31 34 750 532 328 200 316 20 134 97 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.91 0.95 0.95 0.75 0.92 1.00 0.75 0.89 0.89 0.89 Lanes: 1.00 2.95 0.05 1.00 2.00 2.00 2.00 1.00 2.00 0.16 1.07 0.77 Final Sat.: 1805 5093 84 1805 3610 2842 3502 1900 2842 270 1808 1309 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.37 0.37 0.02 0.21 0.19 0.09 0.11 0.11 0.07 0.07 0.07 Crit Moves: **** **** **** ****
Green/Cycle: 0.20 0.61 0.61 0.03 0.45 0.63 0.18 0.18 0.18 0.12 0.12 0.12 Volume/Cap: 0.47 0.61 0.61 0.61 0.47 0.30 0.51 0.57 0.61 0.61 0.61 0.61 Delay/Veh: 36.4 12.3 12.3 65.2 19.6 8.6 37.4 39.5 39.5 44.1 44.1 44.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.4 12.3 12.3 65.2 19.6 8.6 37.4 39.5 39.5 44.1 44.1 44.1 LOS by Move: D B B E B A D D D D D D
HCM2k85thQ: 8 20 20 3 13 7 8 10 9 8 8 8
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-437
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #79 Grand Ave and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.793
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 51 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 3 0 1 2 0 2 1 0 2 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 165 1261 38 120 706 282 277 918 91 151 941 173 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 165 1261 38 120 706 282 277 918 91 151 941 173 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 165 1261 38 120 706 282 277 918 91 151 941 173 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 165 1261 38 120 706 282 277 918 91 151 941 173 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 165 1261 38 120 706 282 277 918 91 151 941 173 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.04 1.00 Lanes: 2.00 2.91 0.09 2.00 3.00 1.00 2.00 2.73 0.27 2.00 1.69 0.31 Final Sat.: 3200 4860 140 3200 5100 1600 3200 4567 433 3200 2803 497 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.26 0.27 0.04 0.14 0.18 0.09 0.20 0.21 0.05 0.34 0.35 Crit Moves: **** **** **** ****
******************************************************************************** K-438
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #80 Grand Ave and Chestnut Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.615
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 30 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 140 1050 182 149 664 112 93 285 62 107 333 194 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 140 1050 182 149 664 112 93 285 62 107 333 194 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 140 1050 182 149 664 112 93 285 62 107 333 194 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 140 1050 182 149 664 112 93 285 62 107 333 194 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 140 1050 182 149 664 112 93 285 62 107 333 194 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.05 1.00 Lanes: 1.00 2.56 0.44 1.00 2.57 0.43 1.00 1.64 0.36 1.00 1.26 0.74 Final Sat.: 1600 4291 709 1600 4307 693 1600 2728 572 1600 2122 1178 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.24 0.26 0.09 0.15 0.16 0.06 0.10 0.11 0.07 0.16 0.16 Crit Moves: **** **** **** ****
******************************************************************************** K-439
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:59 Page 82-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #81 Grand Ave and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.759
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 45 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 202 1150 198 138 626 168 128 476 83 86 686 151 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 202 1150 198 138 626 168 128 476 83 86 686 151 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 202 1150 198 138 626 168 128 476 83 86 686 151 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 202 1150 198 138 626 168 128 476 83 86 686 151 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 202 1150 198 138 626 168 128 476 83 86 686 151 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 2.56 0.44 1.00 2.37 0.63 1.00 1.70 0.30 1.00 1.64 0.36 Final Sat.: 1600 4295 705 1600 3984 1016 1600 2825 475 1600 2723 577 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.27 0.28 0.09 0.16 0.17 0.08 0.17 0.17 0.05 0.25 0.26 Crit Moves: **** **** **** ****
******************************************************************************** K-440
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:59 Page 83-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #82 Grand Ave and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.909
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 92 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 242 1397 121 165 408 229 201 868 70 74 1333 173 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 242 1397 121 165 408 229 201 868 70 74 1333 173 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 242 1397 121 165 408 229 201 868 70 74 1333 173 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 242 1397 121 165 408 229 201 868 70 74 1333 173 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 242 1397 121 165 408 229 201 868 70 74 1333 173 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.76 0.24 1.00 2.00 1.00 1.00 2.78 0.22 1.00 2.66 0.34 Final Sat.: 1600 4617 383 1600 3400 1600 1600 4642 358 1600 4449 551 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.30 0.32 0.10 0.12 0.14 0.13 0.19 0.20 0.05 0.30 0.31 Crit Moves: **** **** **** ****
******************************************************************************** K-441
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:00 Page 84-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #83 Grand Ave and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.704
Loss Time (sec): 0 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 77 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 2 0 3 0 1 2 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 242 873 193 146 471 217 342 656 142 151 964 316 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 242 873 193 146 471 217 342 656 142 151 964 316 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 242 873 193 146 471 217 342 656 142 151 964 316 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 242 873 193 146 471 217 342 656 142 151 964 316 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 242 873 193 146 471 217 342 656 142 151 964 316 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 2.46 0.54 1.00 2.05 0.95 2.00 3.00 1.00 2.00 2.00 1.00 Final Sat.: 1600 4131 869 1600 3486 1514 3200 5100 1600 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.21 0.22 0.09 0.14 0.14 0.11 0.13 0.09 0.05 0.28 0.20 Crit Moves: **** **** **** ****
******************************************************************************** K-442
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:00 Page 85-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #84 SR-55 NB Ramps and Dyer Rd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.376
Loss Time (sec): 5 Average Delay (sec/veh): 5.7
Optimal Cycle: 20 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Ignore Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1! 0 1 0 0 0 0 0 0 0 3 0 1 0 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 188 0 51 0 0 0 0 1339 681 0 1545 965
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 188 0 51 0 0 0 0 1339 681 0 1545 965
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 188 0 51 0 0 0 0 1339 0 0 1545 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 188 0 51 0 0 0 0 1339 0 0 1545 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 188 0 51 0 0 0 0 1339 0 0 1545 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 1.00 0.93 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 0.91 Lanes: 1.79 0.00 1.21 0.00 0.00 0.00 0.00 3.00 1.00 0.00 3.00 0.00 Final Sat.: 3161 0 2147 0 0 0 0 5187 1900 0 5187 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.00 0.02 0.00 0.00 0.00 0.00 0.26 0.00 0.00 0.30 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.16 0.00 0.16 0.00 0.00 0.00 0.00 0.79 0.00 0.00 0.79 0.00 Volume/Cap: 0.38 0.00 0.15 0.00 0.00 0.00 0.00 0.33 0.00 0.00 0.38 0.00 Delay/Veh: 38.1 0.0 36.3 0.0 0.0 0.0 0.0 3.0 0.0 0.0 3.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.1 0.0 36.3 0.0 0.0 0.0 0.0 3.0 0.0 0.0 3.1 0.0 LOS by Move: D A D A A A A A A A A A
HCM2k85thQ: 5 0 2 0 0 0 0 7 0 0 8 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-443
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:01 Page 86-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM 4-Way Stop Method (Base Volume Alternative)
******************************************************************************** Intersection #85 Cambridge St and La Veta Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.459
Loss Time (sec): 5 Average Delay (sec/veh): 12.5
Optimal Cycle: 0 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 191 266 0 0 196 181 219 0 144 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 191 266 0 0 196 181 219 0 144 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 191 266 0 0 196 181 219 0 144 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 191 266 0 0 196 181 219 0 144 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 191 266 0 0 196 181 219 0 144 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 535 579 0 0 563 631 500 0 595 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.36 0.46 xxxx xxxx 0.35 0.29 0.44 xxxx 0.24 xxxx xxxx xxxx Crit Moves: **** **** ****
Delay/Veh: 12.7 13.6 0.0 0.0 12.0 10.3 14.7 0.0 10.2 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.7 13.6 0.0 0.0 12.0 10.3 14.7 0.0 10.2 0.0 0.0 0.0 LOS by Move: B B * * B B B * B * * *
ApproachDel: 13.3 11.2 12.9 xxxxxx
Delay Adj: 1.00 1.00 1.00 xxxxx
ApprAdjDel: 13.3 11.2 12.9 xxxxxx
LOS by Appr: B B B *
AllWayAvgQ: 0.5 0.8 0.0 0.0 0.5 0.4 0.7 0.0 0.3 0.0 0.0 0.0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-444
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:02 Page 87-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #86 Cambridge St and Fairhaven Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.488
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 23 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 219 0 76 141 246 0 0 273 340
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 219 0 76 141 246 0 0 273 340
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 219 0 76 141 246 0 0 273 340
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 219 0 76 141 246 0 0 273 340
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 219 0 76 141 246 0 0 273 340
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.00 1.00 Final Sat.: 0 0 0 1600 0 1600 1600 3400 0 0 1700 1600
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.14 0.00 0.05 0.09 0.07 0.00 0.00 0.16 0.21 Crit Moves: **** **** ****
******************************************************************************** K-445
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:02 Page 88-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #87 Mabury St and 1st Street
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.703
Loss Time (sec): 0 Average Delay (sec/veh): 26.1
Optimal Cycle: 77 Level Of Service: C
******************************************************************************** Street Name: Mabury 1st Street
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 0 1 1 0 1! 0 1 0 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 25 0 256 207 88 390 0 1512 24 40 549 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 25 0 256 207 88 390 0 1512 24 40 549 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 25 0 256 207 88 390 0 1512 24 40 549 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 25 0 256 207 88 390 0 1512 24 40 549 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 25 0 256 207 88 390 0 1512 24 40 549 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.90 0.90 0.90 1.00 0.91 0.91 0.95 0.91 0.91 Lanes: 1.00 0.00 1.00 1.27 0.23 1.50 0.00 2.95 0.05 1.00 3.00 0.00 Final Sat.: 1805 0 1615 2171 390 2576 0 5096 81 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.00 0.16 0.10 0.23 0.15 0.00 0.30 0.30 0.02 0.11 0.00 Crit Moves: **** **** **** ****
Green/Cycle: 0.23 0.00 0.23 0.32 0.32 0.32 0.00 0.42 0.42 0.03 0.45 0.00 Volume/Cap: 0.06 0.00 0.70 0.30 0.70 0.47 0.00 0.70 0.70 0.70 0.23 0.00 Delay/Veh: 30.5 0.0 41.7 25.6 32.1 27.4 0.0 24.8 24.8 80.7 16.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.5 0.0 41.7 25.6 32.1 27.4 0.0 24.8 24.8 80.7 16.7 0.0 LOS by Move: C A D C C C A C C F B A
HCM2k85thQ: 1 0 13 6 17 10 0 22 22 4 6 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-446
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:03 Page 89-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #88 Tustin St and La Veta Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.444
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 21 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 1 0 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 46 1033 245 90 801 15 13 5 20 183 5 112
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 1033 245 90 801 15 13 5 20 183 5 112
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 46 1033 245 90 801 15 13 5 20 183 5 112
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 46 1033 245 90 801 15 13 5 20 183 5 112
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 46 1033 245 90 801 15 13 5 20 183 5 112
OvlAdjVol: 22
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.00 1.00 Lanes: 1.00 2.42 0.58 1.00 2.94 0.06 1.00 1.00 1.00 1.95 0.05 1.00 Final Sat.: 1600 4080 920 1600 4912 88 1600 1700 1600 3115 85 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.25 0.27 0.06 0.16 0.17 0.01 0.00 0.01 0.06 0.06 0.07 OvlAdjV/S: 0.01
Crit Moves: **** **** **** ****
******************************************************************************** K-447
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:03 Page 90-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #89 Tustin St and SR-22 WB On-Ramp
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.446
Loss Time (sec): 5 Average Delay (sec/veh): 12.1
Optimal Cycle: 36 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 532 1529 0 0 711 365 0 0 0 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 532 1529 0 0 711 365 0 0 0 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 532 1529 0 0 711 365 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 532 1529 0 0 711 365 0 0 0 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 532 1529 0 0 711 365 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 1.00 1.00 0.86 0.86 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3502 3610 0 0 3282 1641 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.42 0.00 0.00 0.22 0.22 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: ****
Green/Cycle: 0.63 0.95 0.00 0.00 0.32 0.32 0.00 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.24 0.45 0.00 0.00 0.67 0.69 0.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 8.2 0.3 0.0 0.0 30.5 31.0 0.0 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.2 0.3 0.0 0.0 30.5 31.0 0.0 0.0 0.0 0.0 0.0 0.0 LOS by Move: A A A A C C A A A A A A
HCM2k85thQ: 6 4 0 0 17 18 0 0 0 0 0 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-448
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:04 Page 91-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #90 Tustin St and SR-22 EB Off-Ramp / Seba Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.719
Loss Time (sec): 5 Average Delay (sec/veh): 23.7
Optimal Cycle: 41 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 2 1 0 1 0 3 0 0 1 0 1! 0 1 0 0 1! 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1547 4 52 707 0 458 41 581 28 0 67
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1547 4 52 707 0 458 41 581 28 0 67
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1547 4 52 707 0 458 41 581 28 0 67
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1547 4 52 707 0 458 41 581 28 0 67
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1547 4 52 707 0 458 41 581 28 0 67
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.91 0.10 0.91 1.00 0.90 0.90 0.90 0.89 1.00 0.89 Lanes: 0.00 2.99 0.01 1.00 3.00 0.00 1.41 0.07 1.52 0.29 0.00 0.71 Final Sat.: 0 5174 13 182 5187 0 2408 125 2595 499 0 1195 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.30 0.30 0.29 0.14 0.00 0.19 0.33 0.22 0.06 0.00 0.06 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.42 0.42 0.42 0.42 0.00 0.46 0.46 0.46 0.08 0.00 0.08 Volume/Cap: 0.00 0.72 0.72 0.69 0.33 0.00 0.42 0.72 0.49 0.72 0.00 0.72 Delay/Veh: 0.0 25.5 25.5 46.8 19.8 0.0 18.4 23.7 19.2 62.4 0.0 62.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 25.5 25.5 46.8 19.8 0.0 18.4 23.7 19.2 62.4 0.0 62.4 LOS by Move: A C C D B A B C B E A E
HCM2k85thQ: 0 23 23 4 8 0 10 22 13 7 0 7
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-449
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:04 Page 92-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #91 Tustin Ave and Fairhaven Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.614
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 30 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 2 1 0 1 0 1 1 0 1 0 1 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 239 1275 113 327 862 99 80 180 147 94 208 196 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 239 1275 113 327 862 99 80 180 147 94 208 196 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 239 1275 113 327 862 99 80 180 147 94 208 196 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 239 1275 113 327 862 99 80 180 147 94 208 196 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 239 1275 113 327 862 99 80 180 147 94 208 196 OvlAdjVol: 32
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.76 0.24 2.00 2.69 0.31 1.00 1.10 0.90 1.00 1.00 1.00 Final Sat.: 3200 4609 391 3200 4506 494 1600 1861 1439 1600 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.28 0.29 0.10 0.19 0.20 0.05 0.10 0.10 0.06 0.12 0.12 OvlAdjV/S: 0.02
Crit Moves: **** **** **** ****
******************************************************************************** K-450
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:05 Page 93-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #92 Tustin Ave and Santa Clara Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.647
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 32 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 2 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 163 789 121 183 1444 100 61 192 113 125 157 148 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 163 789 121 183 1444 100 61 192 113 125 157 148 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 163 789 121 183 1444 100 61 192 113 125 157 148 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 163 789 121 183 1444 100 61 192 113 125 157 148 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 163 789 121 183 1444 100 61 192 113 125 157 148 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 1.00 2.60 0.40 2.00 2.81 0.19 1.00 1.26 0.74 1.00 1.03 0.97 Final Sat.: 1600 4362 638 3200 4689 311 1600 2114 1186 1600 1747 1553 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.18 0.19 0.06 0.31 0.32 0.04 0.09 0.10 0.08 0.09 0.10 Crit Moves: **** **** **** ****
******************************************************************************** K-451
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:05 Page 94-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #93 Tustin Ave and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.717
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 39 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Ovl Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 216 926 476 346 371 37 444 872 118 229 753 419 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 216 926 476 346 371 37 444 872 118 229 753 419 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 216 926 476 346 371 37 444 872 118 229 753 419 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 216 926 476 346 371 37 444 872 118 229 753 419 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 216 926 476 346 371 37 444 872 118 229 753 419 OvlAdjVol: 362 246
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.00 1.00 2.00 2.73 0.27 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 3400 1600 3200 4565 435 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.27 0.30 0.11 0.08 0.08 0.14 0.17 0.07 0.07 0.15 0.26 OvlAdjV/S: 0.23 0.15
Crit Moves: **** **** **** ****
******************************************************************************** K-452
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:06 Page 95-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #94 Tustin Ave and 4th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.692
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 36 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 2 0 2 0 1 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 55 598 194 459 339 124 180 642 33 88 596 367
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 55 598 194 459 339 124 180 642 33 88 596 367 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 55 598 194 459 339 124 180 642 33 88 596 367 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 55 598 194 459 339 124 180 642 33 88 596 367 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 55 598 194 459 339 124 180 642 33 88 596 367 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 1.00 2.27 0.73 2.00 2.00 1.00 1.00 2.85 0.15 1.00 2.00 1.00 Final Sat.: 1600 3824 1176 3200 3400 1600 1600 4765 235 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.16 0.16 0.14 0.10 0.08 0.11 0.13 0.14 0.06 0.18 0.23 Crit Moves: **** **** **** ****
******************************************************************************** K-453
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:06 Page 96-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #95 SR-55 SB Ramps / Auto Mall Dr and Edinger Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.583
Loss Time (sec): 5 Average Delay (sec/veh): 25.1
Optimal Cycle: 29 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 1 0 0 2 1 0 1 0 1 1 0 3 0 1 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 377 30 398 110 50 37 35 1258 354 385 1003 120 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 377 30 398 110 50 37 35 1258 354 385 1003 120 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 377 30 398 110 50 37 35 1258 0 385 1003 120 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 377 30 398 110 50 37 35 1258 0 385 1003 120 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 377 30 398 110 50 37 35 1258 0 385 1003 120 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.96 0.96 0.75 0.95 1.00 0.85 0.95 0.91 1.00 0.92 0.90 0.90 Lanes: 1.85 0.15 2.00 1.00 1.00 1.00 1.00 3.00 1.00 2.00 2.68 0.32 Final Sat.: 3365 268 2842 1805 1900 1615 1805 5187 1900 3502 4559 545 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.11 0.14 0.06 0.03 0.02 0.02 0.24 0.00 0.11 0.22 0.22 Crit Moves: **** **** **** ****
Green/Cycle: 0.24 0.24 0.24 0.10 0.10 0.10 0.05 0.42 0.00 0.19 0.56 0.56 Volume/Cap: 0.47 0.47 0.58 0.58 0.25 0.22 0.40 0.58 0.00 0.58 0.40 0.40 Delay/Veh: 32.9 32.9 34.8 47.3 41.8 41.7 49.0 22.9 0.0 38.3 12.7 12.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.9 32.9 34.8 47.3 41.8 41.7 49.0 22.9 0.0 38.3 12.7 12.7 LOS by Move: C C C D D D D C A D B B
HCM2k85thQ: 9 9 11 6 3 2 2 17 0 10 11 11
******************************************************************************** K-454
Attachment 8
1491
Note: Queue reported is the number of cars per lane.
******************************************************************************** K-455
Attachment 8
1492
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:07 Page 97-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #96 SR-55 NB Ramps / Del Amo Ave and Newport Avenue ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.525
Loss Time (sec): 5 Average Delay (sec/veh): 27.4
Optimal Cycle: 26 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Ovl Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 1 0 3 0 1 2 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 583 174 34 8 97 373 104 36 21 23 348 16
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 583 174 34 8 97 373 104 36 21 23 348 16
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 583 174 34 8 97 373 104 36 21 23 348 16
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 583 174 34 8 97 373 104 36 21 23 348 16
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 583 174 34 8 97 373 104 36 21 23 348 16
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.89 0.89 0.95 0.91 0.85 0.92 0.90 0.90 0.95 0.94 0.94 Lanes: 2.00 2.51 0.49 1.00 3.00 1.00 2.00 1.26 0.74 1.00 1.91 0.09 Final Sat.: 3502 4235 828 1805 5187 1615 3502 2155 1257 1805 3427 158 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.17 0.04 0.04 0.00 0.02 0.23 0.03 0.02 0.02 0.01 0.10 0.10 Crit Moves: **** **** **** ****
Green/Cycle: 0.32 0.63 0.63 0.07 0.38 0.44 0.06 0.14 0.14 0.11 0.19 0.19 Volume/Cap: 0.53 0.07 0.07 0.07 0.05 0.53 0.53 0.12 0.12 0.12 0.53 0.53 Delay/Veh: 28.5 7.1 7.1 43.8 19.4 21.1 48.5 37.6 37.6 40.6 37.0 37.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 28.5 7.1 7.1 43.8 19.4 21.1 48.5 37.6 37.6 40.6 37.0 37.0 LOS by Move: C A A D B C D D D D D D
HCM2k85thQ: 12 1 1 0 1 13 4 1 1 1 9 9
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-456
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:08 Page 98-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #97 Red Hill Ave and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.667
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 34 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Ovl Ovl Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 159 1146 182 145 289 234 327 838 102 62 803 392 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 159 1146 182 145 289 234 327 838 102 62 803 392 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 159 1146 182 145 289 234 327 838 102 62 803 392 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 159 1146 182 145 289 234 327 838 102 62 803 392 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 159 1146 182 145 289 234 327 838 102 62 803 392 OvlAdjVol: 70 22
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.22 0.11 0.05 0.06 0.15 0.10 0.16 0.06 0.02 0.16 0.25 OvlAdjV/S: 0.04 0.01
Crit Moves: **** **** **** ****
******************************************************************************** K-457
Attachment 8
1494
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:08 Page 99-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #98 Red Hill Ave and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.588
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 28 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 1 0 2 0 2 1 0 1 0 2 1 0 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 382 1308 150 58 223 283 222 603 94 25 525 69
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 382 1308 150 58 223 283 222 603 94 25 525 69 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 382 1308 150 58 223 283 222 603 94 25 525 69 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 382 1308 150 58 223 283 222 603 94 25 525 69 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 382 1308 150 58 223 283 222 603 94 25 525 69 OvlAdjVol: 40
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 2.00 3.59 0.41 2.00 2.00 1.00 1.00 2.60 0.40 2.00 3.00 1.00 Final Sat.: 3200 6042 658 3200 3400 1600 1600 4353 647 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.22 0.23 0.02 0.07 0.18 0.14 0.14 0.15 0.01 0.10 0.04 OvlAdjV/S: 0.03
Crit Moves: **** **** **** ****
******************************************************************************** K-458
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:09 Page 100-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #99 Red Hill Ave and Dyer Rd / barranca Pkwy ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.563
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 27 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 3 1 0 2 0 4 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 356 1339 345 185 313 147 203 753 99 127 966 282 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 356 1339 345 185 313 147 203 753 99 127 966 282 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 356 1339 345 185 313 147 203 753 99 127 966 282 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 356 1339 345 185 313 147 203 753 99 127 966 282 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 356 1339 345 185 313 147 203 753 99 127 966 282 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 3.54 0.46 2.00 4.00 1.00 Final Sat.: 3200 6800 1600 3200 6800 1600 3200 5956 744 3200 6800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.20 0.22 0.06 0.05 0.09 0.06 0.13 0.13 0.04 0.14 0.18 Crit Moves: **** **** **** ****
******************************************************************************** K-459
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:09 Page 101-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #100 Red Hill Ave and Alton Pkwy
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.671
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 34 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 2 0 1 2 0 1 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 27 1499 217 124 528 4 132 324 166 433 74 267
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 27 1499 217 124 528 4 132 324 166 433 74 267 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 27 1499 217 124 528 4 132 324 166 433 74 267 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 27 1499 217 124 528 4 132 324 166 433 74 267 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 27 1499 217 124 528 4 132 324 166 433 74 267 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 1600 5100 1600 1600 5100 1600 1600 3400 1600 3200 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.29 0.14 0.08 0.10 0.00 0.08 0.10 0.10 0.14 0.04 0.17 Crit Moves: **** **** **** ****
******************************************************************************** K-460
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:10 Page 102-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #101 Red Hill Ave and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.657
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 33 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Ignore Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 1 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 125 809 10 286 594 1042 597 275 42 39 818 574 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 125 809 10 286 594 1042 597 275 42 39 818 574 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 125 809 10 286 594 0 597 275 42 39 818 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 125 809 10 286 594 0 597 275 42 39 818 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 125 809 10 286 594 0 597 275 42 39 818 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.96 0.04 2.00 3.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3200 4941 59 3200 5100 1600 3200 5100 1600 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.16 0.17 0.09 0.12 0.00 0.19 0.05 0.03 0.02 0.16 0.00 Crit Moves: **** **** **** ****
******************************************************************************** K-461
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:10 Page 103-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #102 Red Hill Ave and Main St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.774
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 47 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 0 1 2 0 2 0 1 2 0 2 1 0 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 416 897 242 74 538 292 198 705 191 279 1589 89 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 416 897 242 74 538 292 198 705 191 279 1589 89 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 416 897 242 74 538 292 198 705 191 279 1589 89 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 416 897 242 74 538 292 198 705 191 279 1589 89 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 416 897 242 74 538 292 198 705 191 279 1589 89 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.04 1.00 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.36 0.64 2.00 2.84 0.16 Final Sat.: 3200 3400 1600 3200 3400 1600 3200 3977 1023 3200 4745 255 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.26 0.15 0.02 0.16 0.18 0.06 0.18 0.19 0.09 0.33 0.35 Crit Moves: **** **** **** ****
******************************************************************************** K-462
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:11 Page 104-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #103 I-5 SB Ramps and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.431
Loss Time (sec): 5 Average Delay (sec/veh): 18.9
Optimal Cycle: 22 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Ovl Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 0 0 0 2 0 0 0 1 2 0 3 0 0 0 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 278 0 61 561 634 0 0 668 183
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 278 0 61 561 634 0 0 668 183
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 278 0 61 561 634 0 0 668 183
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 278 0 61 561 634 0 0 668 183
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 278 0 61 561 634 0 0 668 183
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1.00 0.85 0.92 0.91 1.00 1.00 0.88 0.88 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 2.00 3.00 0.00 0.00 2.35 0.65 Final Sat.: 0 0 0 3502 0 1615 3502 5187 0 0 3941 1080
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.08 0.00 0.04 0.16 0.12 0.00 0.00 0.17 0.17 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.18 0.00 0.56 0.37 0.77 0.00 0.00 0.39 0.39 Volume/Cap: 0.00 0.00 0.00 0.43 0.00 0.07 0.43 0.16 0.00 0.00 0.43 0.43 Delay/Veh: 0.0 0.0 0.0 36.6 0.0 10.3 23.7 3.1 0.0 0.0 22.3 22.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 K-463
Attachment 8
1500
AdjDel/Veh: 0.0 0.0 0.0 36.6 0.0 10.3 23.7 3.1 0.0 0.0 22.3 22.3 LOS by Move: A A A D A B C A A A C C
HCM2k85thQ: 0 0 0 7 0 1 10 3 0 0 11 11
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-464
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:11 Page 105-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #104 Tustin Ranch Rd and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.606
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 29 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Ovl Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 0 0 0 2 0 0 0 1 2 0 3 0 0 0 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 653 0 45 54 1795 0 0 548 236
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 653 0 45 54 1795 0 0 548 236
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 653 0 45 54 1795 0 0 548 236
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 653 0 45 54 1795 0 0 548 236
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 653 0 45 54 1795 0 0 548 236
OvlAdjVol: 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 3200 0 1600 3200 5100 0 0 5100 1600
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.20 0.00 0.03 0.02 0.35 0.00 0.00 0.11 0.15 OvlAdjV/S: 0.00
Crit Moves: **** **** ****
******************************************************************************** K-465
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:12 Page 106-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #105 Von Karman Ave and Barranca Pkwy
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.874
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 74 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Ovl Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 1 1 0 2 0 2 0 2 2 0 3 0 1 2 0 4 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 224 1290 281 67 343 236 560 1023 143 204 646 220 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 224 1290 281 67 343 236 560 1023 143 204 646 220 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 224 1290 281 67 343 236 560 1023 143 204 646 220 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 224 1290 281 67 343 236 560 1023 143 204 646 220 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 224 1290 281 67 343 236 560 1023 143 204 646 220 OvlAdjVol: 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 1.64 0.36 2.00 2.00 2.00 2.00 3.00 1.00 2.00 4.00 1.00 Final Sat.: 3200 2728 572 3200 3400 3200 3200 5100 1600 3200 6800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.47 0.49 0.02 0.10 0.07 0.17 0.20 0.09 0.06 0.10 0.14 OvlAdjV/S: 0.00
Crit Moves: **** **** **** ****
******************************************************************************** K-466
Attachment 8
1503
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:12 Page 107-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #106 Red Hill Avenue and El Camino Real
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.624
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 31 Level Of Service: B
******************************************************************************** Street Name: Red Hill Avenue El Camino Real
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 1 0 2 1 0 1 0 1 0 1 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 415 1315 242 20 728 96 70 153 201 199 329 38
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 415 1315 242 20 728 96 70 153 201 199 329 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 415 1315 242 20 728 96 70 153 201 199 329 38 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 415 1315 242 20 728 96 70 153 201 199 329 38 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 415 1315 242 20 728 96 70 153 201 199 329 38 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 1.00 2.65 0.35 1.00 1.00 1.00 1.00 0.90 0.10 Final Sat.: 3200 5100 1600 1600 4441 559 1600 1700 1600 1600 1434 166 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.26 0.15 0.01 0.16 0.17 0.04 0.09 0.13 0.12 0.23 0.23 Crit Moves: **** **** **** ****
******************************************************************************** K-467
Attachment 8
1504
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:13 Page 108-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #107 Red Hill Avenue and I-5 NB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.626
Loss Time (sec): 5 Average Delay (sec/veh): 23.3
Optimal Cycle: 32 Level Of Service: C
******************************************************************************** Street Name: Red Hill Avenue I-5 NB Ramps
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 0 0 0 3 0 1 0 0 0 0 0 1 1 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 272 1557 0 0 939 190 0 0 0 256 96 415
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 272 1557 0 0 939 190 0 0 0 256 96 415
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 272 1557 0 0 939 190 0 0 0 256 96 415
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 272 1557 0 0 939 190 0 0 0 256 96 415
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 272 1557 0 0 939 190 0 0 0 256 96 415
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 1.00 1.00 0.91 0.85 1.00 1.00 1.00 0.83 0.83 0.83 Lanes: 1.00 3.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 1.45 0.55 1.00 Final Sat.: 1805 5187 0 0 5187 1615 0 0 0 2292 860 1576 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.30 0.00 0.00 0.18 0.12 0.00 0.00 0.00 0.11 0.11 0.26 Crit Moves: **** **** ****
Green/Cycle: 0.24 0.53 0.00 0.00 0.29 0.29 0.00 0.00 0.00 0.42 0.42 0.42 Volume/Cap: 0.63 0.57 0.00 0.00 0.63 0.41 0.00 0.00 0.00 0.27 0.27 0.63 Delay/Veh: 36.8 16.1 0.0 0.0 31.7 29.2 0.0 0.0 0.0 19.0 19.0 23.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 K-468
Attachment 8
1505
AdjDel/Veh: 36.8 16.1 0.0 0.0 31.7 29.2 0.0 0.0 0.0 19.0 19.0 23.8 LOS by Move: D B A A C C A A A B B C
HCM2k85thQ: 13 18 0 0 15 8 0 0 0 6 6 17
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-469
Attachment 8
1506
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:14 Page 109-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #108 Red Hill Avenue and I-5 SB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.708
Loss Time (sec): 5 Average Delay (sec/veh): 22.8
Optimal Cycle: 40 Level Of Service: C
******************************************************************************** Street Name: Red Hill Avenue I-5 SB Ramps
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 4 0 1 1 0 3 0 0 0 1 0 0 1 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1521 483 352 846 0 309 3 277 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1521 483 352 846 0 309 3 277 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1521 483 352 846 0 309 3 277 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1521 483 352 846 0 309 3 277 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1521 483 352 846 0 309 3 277 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 0.95 0.91 1.00 0.92 0.92 0.85 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 0.99 0.01 1.00 0.00 0.00 0.00 Final Sat.: 0 6916 1615 1805 5187 0 1733 17 1615 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.22 0.30 0.20 0.16 0.00 0.18 0.18 0.17 0.00 0.00 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.42 0.42 0.28 0.70 0.00 0.25 0.25 0.25 0.00 0.00 0.00 Volume/Cap: 0.00 0.52 0.71 0.71 0.23 0.00 0.71 0.71 0.68 0.00 0.00 0.00 Delay/Veh: 0.0 21.5 27.2 37.3 5.5 0.0 39.3 39.3 38.4 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 21.5 27.2 37.3 5.5 0.0 39.3 39.3 38.4 0.0 0.0 0.0 LOS by Move: A C C D A A D D D A A A
HCM2k85thQ: 0 15 20 17 5 0 15 15 13 0 0 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-470
Attachment 8
1507
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:14 Page 110-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #109 Red Hill Avenue and Nisson Road
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.702
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 37 Level Of Service: C
******************************************************************************** Street Name: Red Hill Avenue Nisson Road
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 1 0 1 0 2 1 0 1 0 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 30 1583 32 168 865 87 247 90 40 48 83 141
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 30 1583 32 168 865 87 247 90 40 48 83 141
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 30 1583 32 168 865 87 247 90 40 48 83 141
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 30 1583 32 168 865 87 247 90 40 48 83 141
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 30 1583 32 168 865 87 247 90 40 48 83 141
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.92 0.08 1.00 2.73 0.27 1.00 0.69 0.31 1.00 0.37 0.63 Final Sat.: 1600 6573 127 1600 4561 439 1600 1108 492 1600 593 1007 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.24 0.25 0.11 0.19 0.20 0.15 0.08 0.08 0.03 0.14 0.14 Crit Moves: **** **** **** ****
******************************************************************************** K-471
Attachment 8
1508
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:15 Page 111-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #110 Red Hill Avenue and Walnut Avenue
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.785
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 49 Level Of Service: C
******************************************************************************** Street Name: Red Hill Avenue Walnut Avenue
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 2 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 287 1395 100 136 422 176 112 269 111 205 682 178 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 287 1395 100 136 422 176 112 269 111 205 682 178 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 287 1395 100 136 422 176 112 269 111 205 682 178 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 287 1395 100 136 422 176 112 269 111 205 682 178 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 287 1395 100 136 422 176 112 269 111 205 682 178 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 2.80 0.20 1.00 2.12 0.88 1.00 1.42 0.58 2.00 1.59 0.41 Final Sat.: 1600 4679 321 1600 3587 1413 1600 2365 935 3200 2638 662 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.18 0.30 0.31 0.09 0.12 0.12 0.07 0.11 0.12 0.06 0.26 0.27 Crit Moves: **** **** **** ****
******************************************************************************** K-472
Attachment 8
1509
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:15 Page 112-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #111 Red Hill Avenue and Valencia Avenue
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.549
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 26 Level Of Service: A
******************************************************************************** Street Name: Red Hill Avenue Valencia Avenue
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Ovl Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 1 0 1 0 2 1 0 1 0 1 0 1 2 0 1 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 220 1637 270 109 438 49 70 189 83 118 171 113 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 220 1637 270 109 438 49 70 189 83 118 171 113 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 220 1637 270 109 438 49 70 189 83 118 171 113 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 220 1637 270 109 438 49 70 189 83 118 171 113 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 220 1637 270 109 438 49 70 189 83 118 171 113 OvlAdjVol: 237 4
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 3.43 0.57 1.00 2.70 0.30 1.00 1.00 1.00 2.00 1.00 1.00 Final Sat.: 1600 5794 906 1600 4517 483 1600 1700 1600 3200 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.28 0.30 0.07 0.10 0.10 0.04 0.11 0.05 0.04 0.10 0.07 OvlAdjV/S: 0.26 0.00
Crit Moves: **** **** **** ****
******************************************************************************** K-473
Attachment 8
1510
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:16 Page 113-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #112 Tustin Ranch Road and Warner Avenue North ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.757
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 44 Level Of Service: C
******************************************************************************** Street Name: Tustin Ranch Road Warner Avenue North
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Ovl Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 3 0 1 2 0 3 0 0 0 0 0 0 0 3 0 0 0 2
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1623 956 351 516 0 0 0 0 479 0 433
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1623 956 351 516 0 0 0 0 479 0 433
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1623 956 351 516 0 0 0 0 479 0 433
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1623 956 351 516 0 0 0 0 479 0 433
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1623 956 351 516 0 0 0 0 479 0 433
OvlAdjVol: 796 82
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 0.00 0.00 0.00 3.00 0.00 2.00 Final Sat.: 0 5100 1600 3200 5100 0 0 0 0 4800 0 3200
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.32 0.60 0.11 0.10 0.00 0.00 0.00 0.00 0.10 0.00 0.14 OvlAdjV/S: 0.50 0.03
Crit Moves: **** **** ****
******************************************************************************** K-474
Attachment 8
1511
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:16 Page 114-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #113 Tustin Ranch Road and Walnut Avenue
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.630
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 180 Level Of Service: F
******************************************************************************** Street Name: Tustin Ranch Road Walnut Avenue
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Ovl Ovl Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 1 1 0 2 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 762 3319 349 454 1206 782 365 447 255 287 1646 1304 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 762 3319 349 454 1206 782 365 447 255 287 1646 1304 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 762 3319 349 454 1206 782 365 447 255 287 1646 1304 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 762 3319 349 454 1206 782 365 447 255 287 1646 1304 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 762 3319 349 454 1206 782 365 447 255 287 1646 1304 OvlAdjVol: 206 600 1077
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 1.27 0.73 2.00 2.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 2138 1162 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.24 0.65 0.22 0.14 0.24 0.49 0.11 0.21 0.22 0.09 0.48 0.82 OvlAdjV/S: 0.13 0.37 0.67
Crit Moves: **** **** **** ****
******************************************************************************** K-475
Attachment 8
1512
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:17 Page 115-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #114 SR-55 SB Ramps and Irvine Boulevard
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.794
Loss Time (sec): 5 Average Delay (sec/veh): 21.5
Optimal Cycle: 53 Level Of Service: C
******************************************************************************** Street Name: SR-55 SB Ramps Irvine Boulevard
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 0 0 0 1 0 1! 0 1 0 0 2 1 0 1 0 3 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 434 0 259 0 862 581 372 1069 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 434 0 259 0 862 581 372 1069 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 434 0 259 0 862 581 372 1069 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 434 0 259 0 862 581 372 1069 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 434 0 259 0 862 581 372 1069 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.74 1.00 0.73 1.00 0.86 0.86 0.95 0.91 1.00 Lanes: 0.00 0.00 0.00 1.62 0.00 1.38 0.00 2.00 1.00 1.00 3.00 0.00 Final Sat.: 0 0 0 2276 0 1912 0 3251 1625 1805 5187 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.19 0.00 0.14 0.00 0.27 0.36 0.21 0.21 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.24 0.00 0.48 0.00 0.45 0.45 0.26 0.71 0.00 Volume/Cap: 0.00 0.00 0.00 0.79 0.00 0.28 0.00 0.59 0.79 0.79 0.29 0.00 Delay/Veh: 0.0 0.0 0.0 40.8 0.0 15.7 0.0 20.9 26.0 43.6 5.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 40.8 0.0 15.7 0.0 20.9 26.0 43.6 5.3 0.0 LOS by Move: A A A D A B A C C D A A
K-476
Attachment 8
1513
HCM2k85thQ: 0 0 0 15 0 6 0 17 27 19 7 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-477
Attachment 8
1514
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP PM Peak Hour Thu Oct 22, 2020 13:57:17 Page 116-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #115 SR-55 NB Ramps and Irvine Boulevard
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.809
Loss Time (sec): 5 Average Delay (sec/veh): 19.5
Optimal Cycle: 56 Level Of Service: B
******************************************************************************** Street Name: SR-55 NB Ramps Irvine Boulevard
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1! 0 1 0 0 0 0 0 1 0 3 0 0 0 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 328 16 298 0 0 0 229 1048 0 0 1132 716
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 328 16 298 0 0 0 229 1048 0 0 1132 716
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 328 16 298 0 0 0 229 1048 0 0 1132 716
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 328 16 298 0 0 0 229 1048 0 0 1132 716
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 328 16 298 0 0 0 229 1048 0 0 1132 716
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.86 0.86 1.00 1.00 1.00 0.95 0.91 1.00 1.00 0.86 0.86 Lanes: 1.50 0.05 1.45 0.00 0.00 0.00 1.00 3.00 0.00 0.00 2.00 1.00 Final Sat.: 2444 79 2370 0 0 0 1805 5187 0 0 3257 1629
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.20 0.13 0.00 0.00 0.00 0.13 0.20 0.00 0.00 0.35 0.44 Crit Moves: **** **** ****
Green/Cycle: 0.25 0.25 0.25 0.00 0.00 0.00 0.16 0.70 0.00 0.00 0.54 0.54 Volume/Cap: 0.54 0.81 0.50 0.00 0.00 0.00 0.81 0.29 0.00 0.00 0.64 0.81 Delay/Veh: 33.0 41.5 32.5 0.0 0.0 0.0 56.5 5.7 0.0 0.0 16.4 20.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 33.0 41.5 32.5 0.0 0.0 0.0 56.5 5.7 0.0 0.0 16.4 20.8 LOS by Move: C D C A A A E A A A B C
HCM2k85thQ: 10 18 9 0 0 0 14 7 0 0 21 31
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-478
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-479
Attachment 8
1516
APPENDIX D.3
ANALYSIS WORKSHEETS –
2045 NP (AM Peak Hour)
K-480
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-------------------------------------------------------------------------------- Scenario Report
Scenario: 2045 NP AM Peak Hour
Command: Default Command
Volume: 2045 NP AM
Geometry: MPAH
Impact Fee: Default Impact Fee
Trip Generation: Default Trip Generation
Trip Distribution: Default Trip Distribution
Paths: Default Path
Routes: Default Route
Configuration: Default Configuration
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-481
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-------------------------------------------------------------------------------- Impact Analysis Report
Level Of Service
Intersection Base Future Change
Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 1 Euclid St and 1st St D xxxxx 0.858 D xxxxx 0.858 + 0.000 V/C # 2 Euclid St and McFadden Ave E xxxxx 0.975 E xxxxx 0.975 + 0.000 V/C # 3 Euclid St and Edinger Ave E xxxxx 0.991 E xxxxx 0.991 + 0.000 V/C # 4 Newhope St and Hazard Ave C xxxxx 0.777 C xxxxx 0.777 + 0.000 V/C # 5 Newhope St and McFadden Ave D xxxxx 0.827 D xxxxx 0.827 + 0.000 V/C # 6 Harbor Blvd and SR-22 WB Off-R C 28.4 0.738 C 28.4 0.738 + 0.000 D/V # 7 Trask Avenue and SR-22 EB On-R B 12.0 0.516 B 12.0 0.516 + 0.000 D/V # 8 Harbor Blvd and Westminster Av E xxxxx 0.985 E xxxxx 0.985 + 0.000 V/C # 9 Harbor Blvd and 1st St C xxxxx 0.789 C xxxxx 0.789 + 0.000 V/C # 10 Harbor Blvd and McFadden Ave C xxxxx 0.788 C xxxxx 0.788 + 0.000 V/C # 11 Harbor Blvd and Edinger Ave D xxxxx 0.836 D xxxxx 0.836 + 0.000 V/C # 12 Harbor Blvd and Warner Ave C xxxxx 0.789 C xxxxx 0.789 + 0.000 V/C # 13 Harbor Blvd and Segerstrom Ave E xxxxx 0.965 E xxxxx 0.965 + 0.000 V/C # 14 MacArthur Blvd and Hyland Ave B xxxxx 0.611 B xxxxx 0.611 + 0.000 V/C # 15 MacArthur Blvd and Harbor Blvd C xxxxx 0.736 C xxxxx 0.736 + 0.000 V/C # 16 Harbor Blvd and Sunflower Ave C xxxxx 0.704 C xxxxx 0.704 + 0.000 V/C # 17 Harbor Blvd and I-405 NB Off-R B 18.0 0.569 B 18.0 0.569 + 0.000 D/V # 18 Harbor Blvd and I-405 SB Off-R B 15.0 0.612 B 15.0 0.612 + 0.000 D/V # 19 Fairview St and Civic Center D C xxxxx 0.741 C xxxxx 0.741 + 0.000 V/C # 20 Fairview St and 1st St D xxxxx 0.859 D xxxxx 0.859 + 0.000 V/C # 21 Fairview St and McFadden Ave C xxxxx 0.799 C xxxxx 0.799 + 0.000 V/C # 22 Fairview St and Edinger Ave D xxxxx 0.861 D xxxxx 0.861 + 0.000 V/C # 23 Fairview St and Warner Ave D xxxxx 0.816 D xxxxx 0.816 + 0.000 V/C # 24 Fairview St and MacArthur Blvd B xxxxx 0.684 B xxxxx 0.684 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-482
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-------------------------------------------------------------------------------- Intersection Base Future Change
Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 25 Fairview Rd and Sunflower Ave B xxxxx 0.697 B xxxxx 0.697 + 0.000 V/C # 26 Greenville St and Edinger Ave C xxxxx 0.774 C xxxxx 0.774 + 0.000 V/C # 27 Greenville St and Segerstrom A D xxxxx 0.843 D xxxxx 0.843 + 0.000 V/C # 28 Raitt St and McFadden Ave C xxxxx 0.778 C xxxxx 0.778 + 0.000 V/C # 29 Raitt St and Edinger Ave E xxxxx 0.990 E xxxxx 0.990 + 0.000 V/C # 30 Bear St and MacArthur Blvd C xxxxx 0.707 C xxxxx 0.707 + 0.000 V/C # 31 Bristol St and 17th St D xxxxx 0.869 D xxxxx 0.869 + 0.000 V/C # 32 Bristol St and Civic Center Dr E xxxxx 0.942 E xxxxx 0.942 + 0.000 V/C # 33 Bristol St and Santa Ana Blvd D xxxxx 0.806 D xxxxx 0.806 + 0.000 V/C # 34 Bristol St and 1st St C xxxxx 0.767 C xxxxx 0.767 + 0.000 V/C # 35 Bristol St and McFadden Ave E xxxxx 0.956 E xxxxx 0.956 + 0.000 V/C # 36 Bristol St and Warner Ave E xxxxx 0.915 E xxxxx 0.915 + 0.000 V/C # 37 Bristol St and Segerstrom Ave D xxxxx 0.811 D xxxxx 0.811 + 0.000 V/C # 38 Bristol St and Alton Ave A xxxxx 0.545 A xxxxx 0.545 + 0.000 V/C # 39 Bristol St and MacArthur Blvd B xxxxx 0.697 B xxxxx 0.697 + 0.000 V/C # 40 Bristol St and Sunflower Ave B xxxxx 0.649 B xxxxx 0.649 + 0.000 V/C # 41 Bristol St and I-405 NB Ramps C 20.8 0.557 C 20.8 0.557 + 0.000 D/V # 42 Bristol St and I-405 SB Ramps C 23.9 0.696 C 23.9 0.696 + 0.000 D/V # 43 Flower St and Santa Ana Blvd D xxxxx 0.806 D xxxxx 0.806 + 0.000 V/C # 44 Flower St and 1st St E xxxxx 0.926 E xxxxx 0.926 + 0.000 V/C # 45 Flower St and McFadden Ave E xxxxx 0.900 E xxxxx 0.900 + 0.000 V/C # 46 Flower St and Segerstrom Ave C xxxxx 0.784 C xxxxx 0.784 + 0.000 V/C # 47 Flower St and MacArthur Blvd B xxxxx 0.675 B xxxxx 0.675 + 0.000 V/C # 48 Main St and La Veta Ave A xxxxx 0.586 A xxxxx 0.586 + 0.000 V/C # 49 Main St and Mainplace Dr / Mem A xxxxx 0.512 A xxxxx 0.512 + 0.000 V/C # 50 Main St and 17th St D xxxxx 0.884 D xxxxx 0.884 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-483
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-------------------------------------------------------------------------------- Intersection Base Future Change
Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 51 Main St and Civic Center Dr C xxxxx 0.783 C xxxxx 0.783 + 0.000 V/C # 52 Main St and Santa Ana Blvd E xxxxx 0.926 E xxxxx 0.926 + 0.000 V/C # 53 Main St and 4th St A xxxxx 0.410 A xxxxx 0.410 + 0.000 V/C # 54 Main St and 1st St B xxxxx 0.681 B xxxxx 0.681 + 0.000 V/C # 55 Main St and McFadden Ave D xxxxx 0.894 D xxxxx 0.894 + 0.000 V/C # 56 Main St and Edinger Ave C xxxxx 0.795 C xxxxx 0.795 + 0.000 V/C # 57 Main St and MacArthur Blvd B xxxxx 0.680 B xxxxx 0.680 + 0.000 V/C # 58 Penn Wy and 17th St B 12.2 0.660 B 12.2 0.660 + 0.000 D/V # 59 I-5 NB Off Ramps/17th Street C 30.0 0.710 C 30.0 0.710 + 0.000 D/V # 60 Penn Wy and I-5 SB Ramps C 21.2 0.550 C 21.2 0.550 + 0.000 D/V # 61 Santiago St and Civic Center D F 159.2 1.769 F 159.2 1.769 + 0.000 V/C # 62 Santiago St and Santa Ana Blvd F xxxxx 1.037 F xxxxx 1.037 + 0.000 V/C # 63 Standard Ave and 4th St E xxxxx 0.939 E xxxxx 0.939 + 0.000 V/C # 64 Standard Ave and 1st St E xxxxx 0.976 E xxxxx 0.976 + 0.000 V/C # 65 Standard Ave and Mcfadden Ave D xxxxx 0.854 D xxxxx 0.854 + 0.000 V/C # 66 Halladay St and Warner Ave C xxxxx 0.775 C xxxxx 0.775 + 0.000 V/C # 67 Halladay St and Dyer Rd C xxxxx 0.774 C xxxxx 0.774 + 0.000 V/C # 68 SR-55 SB Ramps and MacArthur B B 19.9 0.608 B 19.9 0.608 + 0.000 D/V # 69 SR-55 NB Ramps and MacArthur B B 19.3 0.712 B 19.3 0.712 + 0.000 D/V # 70 SR-55 SB Ramps and Dyer Rd C 25.7 0.617 C 25.7 0.617 + 0.000 D/V # 71 Glassell St and La Veta Ave D xxxxx 0.800 D xxxxx 0.800 + 0.000 V/C # 72 Glassell St and SR-22 WB Ramps C 32.6 0.871 C 32.6 0.871 + 0.000 D/V # 73 Grand Ave / Glassell St and SR C 30.6 0.860 C 30.6 0.860 + 0.000 D/V # 74 Grand Ave and Fairhaven Ave B xxxxx 0.611 B xxxxx 0.611 + 0.000 V/C # 75 Grand Ave and Santa Clara Ave D xxxxx 0.843 D xxxxx 0.843 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-484
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-------------------------------------------------------------------------------- Intersection Base Future Change
Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 76 Grand Ave and 17th St C xxxxx 0.794 C xxxxx 0.794 + 0.000 V/C # 77 Grand Ave and I-5 NB Ramps B 13.2 0.740 B 13.2 0.740 + 0.000 D/V # 78 Grand Ave and Santa Ana Blvd C 26.0 0.832 C 26.0 0.832 + 0.000 D/V # 79 Grand Ave and 1st St C xxxxx 0.742 C xxxxx 0.742 + 0.000 V/C # 80 Grand Ave and Chestnut Ave C xxxxx 0.704 C xxxxx 0.704 + 0.000 V/C # 81 Grand Ave and McFadden Ave D xxxxx 0.892 D xxxxx 0.892 + 0.000 V/C # 82 Grand Ave and Edinger Ave D xxxxx 0.838 D xxxxx 0.838 + 0.000 V/C # 83 Grand Ave and Warner Ave B xxxxx 0.613 B xxxxx 0.613 + 0.000 V/C # 84 SR-55 NB Ramps and Dyer Rd B 17.1 0.569 B 17.1 0.569 + 0.000 D/V # 85 Cambridge St and La Veta Ave D 31.6 0.971 D 31.6 0.971 + 0.000 V/C # 86 Cambridge St and Fairhaven Ave A xxxxx 0.563 A xxxxx 0.563 + 0.000 V/C # 87 Mabury St and 1st Street C 27.4 0.714 C 27.4 0.714 + 0.000 D/V # 88 Tustin St and La Veta Ave A xxxxx 0.446 A xxxxx 0.446 + 0.000 V/C # 89 Tustin St and SR-22 WB On-Ramp B 12.2 0.635 B 12.2 0.635 + 0.000 D/V # 90 Tustin St and SR-22 EB Off-Ram C 25.0 0.723 C 25.0 0.723 + 0.000 D/V # 91 Tustin Ave and Fairhaven Ave F xxxxx 1.195 F xxxxx 1.195 + 0.000 V/C # 92 Tustin Ave and Santa Clara Ave F xxxxx 1.037 F xxxxx 1.037 + 0.000 V/C # 93 Tustin Ave and 17th St E xxxxx 0.911 E xxxxx 0.911 + 0.000 V/C # 94 Tustin Ave and 4th St D xxxxx 0.830 D xxxxx 0.830 + 0.000 V/C # 95 SR-55 SB Ramps / Auto Mall Dr C 25.2 0.672 C 25.2 0.672 + 0.000 D/V # 96 SR-55 NB Ramps / Del Amo Ave a C 25.4 0.673 C 25.4 0.673 + 0.000 D/V # 97 Red Hill Ave and Edinger Ave B xxxxx 0.610 B xxxxx 0.610 + 0.000 V/C # 98 Red Hill Ave and Warner Ave A xxxxx 0.560 A xxxxx 0.560 + 0.000 V/C # 99 Red Hill Ave and Dyer Rd / bar A xxxxx 0.548 A xxxxx 0.548 + 0.000 V/C #100 Red Hill Ave and Alton Pkwy D xxxxx 0.855 D xxxxx 0.855 + 0.000 V/C #101 Red Hill Ave and MacArthur Blv B xxxxx 0.686 B xxxxx 0.686 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-485
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-------------------------------------------------------------------------------- Intersection Base Future Change
Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
#102 Red Hill Ave and Main St C xxxxx 0.722 C xxxxx 0.722 + 0.000 V/C #103 I-5 SB Ramps and Santa Ana Blv B 17.4 0.559 B 17.4 0.559 + 0.000 D/V #104 Tustin Ranch Rd and Warner Ave A xxxxx 0.520 A xxxxx 0.520 + 0.000 V/C #105 Von Karman Ave and Barranca Pk E xxxxx 0.929 E xxxxx 0.929 + 0.000 V/C #106 Red Hill Avenue and El Camino B xxxxx 0.650 B xxxxx 0.650 + 0.000 V/C #107 Red Hill Avenue and I-5 NB Ram C 20.8 0.627 C 20.8 0.627 + 0.000 D/V #108 Red Hill Avenue and I-5 SB Ram C 23.7 0.799 C 23.7 0.799 + 0.000 D/V #109 Red Hill Avenue and Nisson Roa B xxxxx 0.651 B xxxxx 0.651 + 0.000 V/C #110 Red Hill Avenue and Walnut Ave B xxxxx 0.636 B xxxxx 0.636 + 0.000 V/C #111 Red Hill Avenue and Valencia A B xxxxx 0.652 B xxxxx 0.652 + 0.000 V/C #112 Tustin Ranch Road and Warner A A xxxxx 0.449 A xxxxx 0.449 + 0.000 V/C #113 Tustin Ranch Road and Walnut A F xxxxx 1.273 F xxxxx 1.273 + 0.000 V/C #114 SR-55 SB Ramps and Irvine Boul D 41.0 1.099 D 41.0 1.099 + 0.000 D/V #115 SR-55 NB Ramps and Irvine Boul C 23.5 0.906 C 23.5 0.906 + 0.000 D/V Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-486
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2045 NP AM Peak Hour Thu Oct 22, 2020 14:09:48 Page 3-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Euclid St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.858
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 68 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include WideBypass WideBypass
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 103 870 149 200 1785 101 252 937 177 190 606 194 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 103 870 149 200 1785 101 252 937 177 190 606 194 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 870 149 200 1785 101 252 937 177 190 606 194 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 103 870 149 200 1785 101 252 937 177 190 606 194 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 103 870 149 200 1785 101 252 937 177 190 606 194 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 1.00 2.56 0.44 1.00 2.84 0.16 1.00 2.52 0.48 1.00 2.27 0.73 Final Sat.: 1600 4298 702 1600 4743 257 1600 4237 763 1600 3836 1164 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.20 0.21 0.13 0.38 0.39 0.16 0.22 0.23 0.12 0.16 0.17 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-487
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Euclid St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.975
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 172 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: WideBypass Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 162 1227 146 148 2062 171 255 521 323 151 335 127 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 162 1227 146 148 2062 171 255 521 323 151 335 127 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 162 1227 146 148 2062 171 255 521 323 151 335 127 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 162 1227 146 148 2062 171 255 521 323 151 335 127 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 162 1227 146 148 2062 171 255 521 323 151 335 127 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.04 1.00 Lanes: 1.00 2.68 0.32 1.00 2.77 0.23 1.00 1.23 0.77 1.00 1.45 0.55 Final Sat.: 1600 4490 510 1600 4632 368 1600 2075 1225 1600 2420 880 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.27 0.29 0.09 0.45 0.47 0.16 0.25 0.26 0.09 0.14 0.14 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-488
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2045 NP AM Peak Hour Thu Oct 22, 2020 14:09:49 Page 5-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Euclid St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.991
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 180 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 2 1 0 1 0 2 0 1 1 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 127 801 68 168 2442 224 160 700 428 125 761 139 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 801 68 168 2442 224 160 700 428 125 761 139 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 127 801 68 168 2442 224 160 700 428 125 761 139 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 127 801 68 168 2442 224 160 700 428 125 761 139 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 127 801 68 168 2442 224 160 700 428 125 761 139 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.77 0.23 2.00 2.75 0.25 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3200 4624 376 3200 4597 403 1600 3400 1600 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.17 0.18 0.05 0.53 0.56 0.10 0.21 0.27 0.08 0.22 0.09 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-489
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Newhope St and Hazard Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.777
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 48 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 78 590 84 88 1302 119 108 276 204 119 397 159 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 78 590 84 88 1302 119 108 276 204 119 397 159 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 78 590 84 88 1302 119 108 276 204 119 397 159 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 78 590 84 88 1302 119 108 276 204 119 397 159 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 78 590 84 88 1302 119 108 276 204 119 397 159 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.03 1.00 1.00 1.05 1.00 1.00 1.04 1.00 Lanes: 1.00 1.75 0.25 1.00 1.83 0.17 1.00 1.15 0.85 1.00 1.43 0.57 Final Sat.: 1600 2901 399 1600 3032 268 1600 1940 1360 1600 2385 915 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.20 0.21 0.06 0.43 0.44 0.07 0.14 0.15 0.07 0.17 0.17 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-490
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Newhope St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.827
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 58 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 77 342 120 122 1213 113 135 492 160 190 484 108 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 77 342 120 122 1213 113 135 492 160 190 484 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 77 342 120 122 1213 113 135 492 160 190 484 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 77 342 120 122 1213 113 135 492 160 190 484 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 77 342 120 122 1213 113 135 492 160 190 484 108 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.03 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 1.48 0.52 1.00 1.83 0.17 1.00 1.51 0.49 1.00 1.64 0.36 Final Sat.: 1600 2469 831 1600 3027 273 1600 2515 785 1600 2716 584 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.14 0.14 0.08 0.40 0.41 0.08 0.20 0.20 0.12 0.18 0.19 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-491
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #6 Harbor Blvd and SR-22 WB Off-Ramp / Banner Dr ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.738
Loss Time (sec): 5 Average Delay (sec/veh): 28.4
Optimal Cycle: 43 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 0 0 0 2 1 0 0 0 1! 0 0 1 1 0 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 84 1534 0 0 1465 19 81 0 133 836 44 117
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 84 1534 0 0 1465 19 81 0 133 836 44 117
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 84 1534 0 0 1465 19 81 0 133 836 44 117
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 84 1534 0 0 1465 19 81 0 133 836 44 117
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 84 1534 0 0 1465 19 81 0 133 836 44 117
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 1.00 1.00 0.91 0.91 0.90 1.00 0.90 0.96 0.96 0.85 Lanes: 1.00 3.00 0.00 0.00 2.96 0.04 0.38 0.00 0.62 1.90 0.10 1.00 Final Sat.: 1805 5187 0 0 5110 66 646 0 1061 3448 181 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.30 0.00 0.00 0.29 0.29 0.13 0.00 0.13 0.24 0.24 0.07 Crit Moves: **** **** **** ****
Green/Cycle: 0.06 0.45 0.00 0.00 0.39 0.39 0.17 0.00 0.17 0.33 0.33 0.33 Volume/Cap: 0.74 0.65 0.00 0.00 0.74 0.74 0.74 0.00 0.74 0.74 0.74 0.22 Delay/Veh: 68.3 22.0 0.0 0.0 27.7 27.7 49.0 0.0 49.0 32.2 32.2 24.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 68.3 22.0 0.0 0.0 27.7 27.7 49.0 0.0 49.0 32.2 32.2 24.5 LOS by Move: E C A A C C D A D C C C
HCM2k85thQ: 7 21 0 0 23 23 12 0 12 20 20 4
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-492
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #7 Trask Avenue and SR-22 EB On-Ramp
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.516
Loss Time (sec): 5 Average Delay (sec/veh): 12.0
Optimal Cycle: 26 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 0 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 0 0 0 713 893 0 0 852 159
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 713 893 0 0 852 159
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 713 893 0 0 852 159
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 0 0 0 713 893 0 0 852 159
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 0 0 0 713 893 0 0 852 159
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.92 1.00 1.00 1.00 0.93 0.93 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1.00 0.00 0.00 1.69 0.31 Final Sat.: 0 0 0 0 0 0 3502 1900 0 0 2969 554
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.20 0.47 0.00 0.00 0.29 0.29 Crit Moves: **** ****
Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.39 0.95 0.00 0.00 0.56 0.56 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.49 0.00 0.00 0.52 0.52 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 23.4 0.5 0.0 0.0 14.1 14.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 23.4 0.5 0.0 0.0 14.1 14.1 LOS by Move: A A A A A A C A A A B B
HCM2k85thQ: 0 0 0 0 0 0 13 5 0 0 16 16
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-493
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #8 Harbor Blvd and Westminster Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.985
Loss Time (sec): 0 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 180 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: WideBypass Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 2 1 0 1 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 178 1173 251 258 2021 115 192 1010 36 415 1124 306 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 178 1173 251 258 2021 115 192 1010 36 415 1124 306 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 178 1173 251 258 2021 115 192 1010 36 415 1124 306 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 178 1173 251 258 2021 115 192 1010 36 415 1124 306 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 178 1173 251 258 2021 115 192 1010 36 415 1124 306 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 2.90 0.10 1.00 3.00 1.00 Final Sat.: 1600 5100 1600 1600 5100 1600 1600 4835 165 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.23 0.16 0.16 0.40 0.07 0.12 0.21 0.22 0.26 0.22 0.19 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-494
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #9 Harbor Blvd and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.789
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 50 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 2 0 2 1 0 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 95 756 163 236 1989 129 138 919 178 196 497 116 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 95 756 163 236 1989 129 138 919 178 196 497 116 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 95 756 163 236 1989 129 138 919 178 196 497 116 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 95 756 163 236 1989 129 138 919 178 196 497 116 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 95 756 163 236 1989 129 138 919 178 196 497 116 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 2.51 0.49 2.00 2.43 0.57 Final Sat.: 1600 5100 1600 1600 5100 1600 3200 4221 779 3200 4092 908 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.15 0.10 0.15 0.39 0.08 0.04 0.22 0.23 0.06 0.12 0.13 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-495
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Harbor Blvd and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.788
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 50 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 104 1059 101 190 2004 67 177 462 138 138 311 89 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 104 1059 101 190 2004 67 177 462 138 138 311 89 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 104 1059 101 190 2004 67 177 462 138 138 311 89 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 104 1059 101 190 2004 67 177 462 138 138 311 89 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 104 1059 101 190 2004 67 177 462 138 138 311 89 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 2.00 3.00 1.00 2.00 2.90 0.10 1.00 1.54 0.46 1.00 1.56 0.44 Final Sat.: 3200 5100 1600 3200 4845 155 1600 2564 736 1600 2588 712 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.21 0.06 0.06 0.41 0.43 0.11 0.18 0.19 0.09 0.12 0.13 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-496
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #11 Harbor Blvd and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.836
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 61 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 103 772 146 204 2349 68 123 743 373 191 424 176 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 103 772 146 204 2349 68 123 743 373 191 424 176 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 772 146 204 2349 68 123 743 373 191 424 176 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 103 772 146 204 2349 68 123 743 373 191 424 176 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 103 772 146 204 2349 68 123 743 373 191 424 176 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 3400 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.15 0.09 0.06 0.46 0.04 0.04 0.22 0.23 0.06 0.08 0.11 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-497
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Harbor Blvd and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.789
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 50 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 109 665 169 429 1933 116 101 1440 379 138 723 122 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 109 665 169 429 1933 116 101 1440 379 138 723 122 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 109 665 169 429 1933 116 101 1440 379 138 723 122 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 109 665 169 429 1933 116 101 1440 379 138 723 122 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 109 665 169 429 1933 116 101 1440 379 138 723 122 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.39 0.61 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 4027 973 3200 5100 1600 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.17 0.17 0.13 0.38 0.07 0.03 0.28 0.24 0.04 0.14 0.08 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-498
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Harbor Blvd and Segerstrom Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.965
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 152 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 107 759 48 169 2274 85 82 689 278 140 434 98
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 107 759 48 169 2274 85 82 689 278 140 434 98 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 107 759 48 169 2274 85 82 689 278 140 434 98 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 107 759 48 169 2274 85 82 689 278 140 434 98 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 107 759 48 169 2274 85 82 689 278 140 434 98 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 2.00 2.82 0.18 1.00 2.89 0.11 1.00 1.43 0.57 1.00 2.00 1.00 Final Sat.: 3200 4714 286 1600 4827 173 1600 2380 920 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.16 0.17 0.11 0.47 0.49 0.05 0.29 0.30 0.09 0.13 0.06 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-499
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #14 MacArthur Blvd and Hyland Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.611
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 30 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 0 1 0 1 0 1 0 1 1 0 3 0 1 1 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 86 4 24 8 2 19 7 1934 767 68 517 21
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 86 4 24 8 2 19 7 1934 767 68 517 21
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 86 4 24 8 2 19 7 1934 767 68 517 21
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 86 4 24 8 2 19 7 1934 767 68 517 21
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 86 4 24 8 2 19 7 1934 767 68 517 21
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 0.14 0.86 1.00 1.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3200 229 1371 1600 1700 1600 1600 5100 1600 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.02 0.02 0.01 0.00 0.01 0.00 0.38 0.48 0.04 0.10 0.01 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-500
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #15 MacArthur Blvd and Harbor Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.736
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 41 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 3 0 1 1 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 131 920 94 295 1701 118 131 1183 357 128 427 127 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 131 920 94 295 1701 118 131 1183 357 128 427 127 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 131 920 94 295 1701 118 131 1183 357 128 427 127 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 131 920 94 295 1701 118 131 1183 357 128 427 127 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 131 920 94 295 1701 118 131 1183 357 128 427 127 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 1600 5100 1600 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.18 0.06 0.09 0.33 0.07 0.08 0.23 0.22 0.08 0.08 0.08 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-501
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #16 Harbor Blvd and Sunflower Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.704
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 38 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 1 1 0 1 1 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 221 1128 209 233 2204 54 13 153 59 139 178 101 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 221 1128 209 233 2204 54 13 153 59 139 178 101 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 221 1128 209 233 2204 54 13 153 59 139 178 101 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 221 1128 209 233 2204 54 13 153 59 139 178 101 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 221 1128 209 233 2204 54 13 153 59 139 178 101 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.05 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 1.44 0.56 1.00 1.28 0.72 Final Sat.: 3200 5100 1600 3200 5100 1600 1600 2409 891 1601 2146 1153 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.22 0.13 0.07 0.43 0.03 0.01 0.06 0.07 0.09 0.08 0.09 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-502
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #17 Harbor Blvd and I-405 NB Off-Ramp
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.569
Loss Time (sec): 5 Average Delay (sec/veh): 18.0
Optimal Cycle: 28 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 4 0 0 0 0 4 0 0 0 0 0 0 0 1 0 1! 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1915 0 0 1978 0 0 0 0 399 0 702
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1915 0 0 1978 0 0 0 0 399 0 702
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1915 0 0 1978 0 0 0 0 399 0 702
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1915 0 0 1978 0 0 0 0 399 0 702
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1915 0 0 1978 0 0 0 0 399 0 702
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.89 1.00 0.89 Lanes: 0.00 4.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 1.36 0.00 1.64 Final Sat.: 0 6916 0 0 6916 0 0 0 0 2298 0 2762
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.28 0.00 0.00 0.29 0.00 0.00 0.00 0.00 0.17 0.00 0.25 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.50 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.45 0.00 0.45 Volume/Cap: 0.00 0.55 0.00 0.00 0.57 0.00 0.00 0.00 0.00 0.39 0.00 0.57 Delay/Veh: 0.0 17.3 0.0 0.0 17.5 0.0 0.0 0.0 0.0 18.6 0.0 20.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 17.3 0.0 0.0 17.5 0.0 0.0 0.0 0.0 18.6 0.0 20.9 LOS by Move: A B A A B A A A A B A C
HCM2k85thQ: 0 17 0 0 18 0 0 0 0 9 0 15
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-503
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #18 Harbor Blvd and I-405 SB Off-Ramp
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.612
Loss Time (sec): 5 Average Delay (sec/veh): 15.0
Optimal Cycle: 31 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 3 0 1 0 0 4 0 0 1 0 1! 0 1 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1963 0 0 1253 0 475 0 529 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1963 0 0 1253 0 475 0 529 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1963 0 0 1253 0 475 0 529 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1963 0 0 1253 0 475 0 529 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1963 0 0 1253 0 475 0 529 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.91 1.00 0.90 1.00 0.90 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 0.00 4.00 0.00 1.47 0.00 1.53 0.00 0.00 0.00 Final Sat.: 0 5187 1900 0 6916 0 2519 0 2610 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.38 0.00 0.00 0.18 0.00 0.19 0.00 0.20 0.00 0.00 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.62 0.00 0.00 0.62 0.00 0.33 0.00 0.33 0.00 0.00 0.00 Volume/Cap: 0.00 0.61 0.00 0.00 0.29 0.00 0.57 0.00 0.61 0.00 0.00 0.00 Delay/Veh: 0.0 12.0 0.0 0.0 8.9 0.0 28.0 0.0 28.7 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 12.0 0.0 0.0 8.9 0.0 28.0 0.0 28.7 0.0 0.0 0.0 LOS by Move: A B A A A A C A C A A A
HCM2k85thQ: 0 21 0 0 8 0 13 0 15 0 0 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-504
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #19 Fairview St and Civic Center Dr
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.741
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 42 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: WideBypass Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 1 0 1 1 0 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 7 1569 508 332 1915 8 7 25 25 100 3 52
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 7 1569 508 332 1915 8 7 25 25 100 3 52
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 7 1569 508 332 1915 8 7 25 25 100 3 52
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 7 1569 508 332 1915 8 7 25 25 100 3 52
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 7 1569 508 332 1915 8 7 25 25 100 3 52
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.27 0.73 1.00 2.99 0.01 0.24 0.88 0.88 1.94 0.06 1.00 Final Sat.: 1600 3826 1174 1600 4980 20 393 1404 1404 3107 93 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.41 0.43 0.21 0.38 0.40 0.02 0.02 0.02 0.03 0.03 0.03 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-505
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #20 Fairview St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.859
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 68 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 200 1538 289 245 1426 164 200 1153 179 120 539 181 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 1538 289 245 1426 164 200 1153 179 120 539 181 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 200 1538 289 245 1426 164 200 1153 179 120 539 181 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 200 1538 289 245 1426 164 200 1153 179 120 539 181 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 200 1538 289 245 1426 164 200 1153 179 120 539 181 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 1.00 3.00 1.00 1.00 2.69 0.31 1.00 2.60 0.40 1.00 2.25 0.75 Final Sat.: 1600 5100 1600 1600 4505 495 1600 4355 645 1600 3793 1207 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.30 0.18 0.15 0.32 0.33 0.13 0.26 0.28 0.08 0.14 0.15 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-506
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #21 Fairview St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.799
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 52 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 141 1510 202 154 1878 136 221 522 120 147 380 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 141 1510 202 154 1878 136 221 522 120 147 380 30 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 141 1510 202 154 1878 136 221 522 120 147 380 30 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 141 1510 202 154 1878 136 221 522 120 147 380 30 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 141 1510 202 154 1878 136 221 522 120 147 380 30 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.03 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.63 0.37 1.00 1.85 0.15 Final Sat.: 1600 5100 1600 1600 5100 1600 1600 2702 598 1600 3066 234 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.30 0.13 0.10 0.37 0.09 0.14 0.19 0.20 0.09 0.12 0.13 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-507
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #22 Fairview St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.861
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 69 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 200 883 123 223 1558 132 361 1002 268 421 553 110 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 883 123 223 1558 132 361 1002 268 421 553 110 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 200 883 123 223 1558 132 361 1002 268 421 553 110 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 200 883 123 223 1558 132 361 1002 268 421 553 110 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 200 883 123 223 1558 132 361 1002 268 421 553 110 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 2.00 2.63 0.37 2.00 2.77 0.23 2.00 2.37 0.63 2.00 2.50 0.50 Final Sat.: 3200 4413 587 3200 4625 375 3200 3987 1013 3200 4204 796 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.20 0.21 0.07 0.34 0.35 0.11 0.25 0.26 0.13 0.13 0.14 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-508
Attachment 8
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2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:03 Page 25-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #23 Fairview St and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.816
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 55 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 222 981 129 194 1543 113 68 991 295 267 807 261 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 222 981 129 194 1543 113 68 991 295 267 807 261 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 222 981 129 194 1543 113 68 991 295 267 807 261 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 222 981 129 194 1543 113 68 991 295 267 807 261 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 222 981 129 194 1543 113 68 991 295 267 807 261 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 2.00 2.65 0.35 2.00 2.80 0.20 2.00 2.31 0.69 2.00 2.27 0.73 Final Sat.: 3200 4442 558 3200 4672 328 3200 3899 1101 3200 3827 1173 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.22 0.23 0.06 0.33 0.35 0.02 0.25 0.27 0.08 0.21 0.22 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-509
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #24 Fairview St and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.684
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 36 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 261 811 94 290 1460 163 121 984 145 235 494 140 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 261 811 94 290 1460 163 121 984 145 235 494 140 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 261 811 94 290 1460 163 121 984 145 235 494 140 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 261 811 94 290 1460 163 121 984 145 235 494 140 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 261 811 94 290 1460 163 121 984 145 235 494 140 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.69 0.31 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 4501 499 3200 5100 1600 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.18 0.19 0.09 0.29 0.10 0.04 0.19 0.09 0.07 0.10 0.09 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-510
Attachment 8
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2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:04 Page 27-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #25 Fairview Rd and Sunflower Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.697
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 37 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 1 1 0 2 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 185 1071 163 191 1627 104 49 322 65 357 299 154 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 185 1071 163 191 1627 104 49 322 65 357 299 154 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 185 1071 163 191 1627 104 49 322 65 357 299 154 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 185 1071 163 191 1627 104 49 322 65 357 299 154 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 185 1071 163 191 1627 104 49 322 65 357 299 154 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 2.82 0.18 2.00 1.66 0.34 2.00 2.00 1.00 Final Sat.: 3200 5100 1600 3200 4712 288 3200 2763 537 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.21 0.10 0.06 0.35 0.36 0.02 0.12 0.12 0.11 0.09 0.10 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-511
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #26 Greenville St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.774
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 47 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 2 1 0 1 0 3 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 186 0 251 0 0 0 0 1821 444 153 813 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 186 0 251 0 0 0 0 1821 444 153 813 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 186 0 251 0 0 0 0 1821 444 153 813 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 186 0 251 0 0 0 0 1821 444 153 813 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 186 0 251 0 0 0 0 1821 444 153 813 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.41 0.59 1.00 3.00 0.00 Final Sat.: 1600 0 1600 0 0 0 0 4059 941 1600 5100 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.00 0.16 0.00 0.00 0.00 0.00 0.45 0.47 0.10 0.16 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-512
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #27 Greenville St and Segerstrom Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.843
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 63 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 47 193 78 154 472 160 46 1035 165 190 768 88
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 193 78 154 472 160 46 1035 165 190 768 88 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 47 193 78 154 472 160 46 1035 165 190 768 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 47 193 78 154 472 160 46 1035 165 190 768 88 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 47 193 78 154 472 160 46 1035 165 190 768 88 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 0.71 0.29 1.00 0.75 0.25 1.00 2.59 0.41 1.00 2.69 0.31 Final Sat.: 1600 1139 461 1600 1195 405 1600 4340 660 1600 4507 493 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.17 0.17 0.10 0.39 0.40 0.03 0.24 0.25 0.12 0.17 0.18 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-513
Attachment 8
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2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:06 Page 30-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #28 Raitt St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.778
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 48 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 67 618 98 123 938 128 122 743 95 146 461 82
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 67 618 98 123 938 128 122 743 95 146 461 82 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 67 618 98 123 938 128 122 743 95 146 461 82 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 67 618 98 123 938 128 122 743 95 146 461 82 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 67 618 98 123 938 128 122 743 95 146 461 82 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 1.73 0.27 1.00 1.76 0.24 1.00 1.77 0.23 1.00 1.70 0.30 Final Sat.: 1600 2862 438 1600 2916 384 1600 2937 363 1600 2817 483 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.22 0.22 0.08 0.32 0.33 0.08 0.25 0.26 0.09 0.16 0.17 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-514
Attachment 8
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2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:06 Page 31-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #29 Raitt St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.990
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 180 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 197 524 189 163 770 91 324 1980 285 122 954 56 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 197 524 189 163 770 91 324 1980 285 122 954 56 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 197 524 189 163 770 91 324 1980 285 122 954 56 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 197 524 189 163 770 91 324 1980 285 122 954 56 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 197 524 189 163 770 91 324 1980 285 122 954 56 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.03 1.00 1.00 1.05 1.00 1.00 1.04 1.00 Lanes: 1.00 1.47 0.53 1.00 1.79 0.21 1.00 2.62 0.38 1.00 2.83 0.17 Final Sat.: 1600 2452 848 1600 2962 338 1600 4396 604 1600 4734 266 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.21 0.22 0.10 0.26 0.27 0.20 0.45 0.47 0.08 0.20 0.21 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-515
Attachment 8
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2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:07 Page 32-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #30 Bear St and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.707
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 38 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 71 245 104 199 756 300 92 1581 108 62 1041 88 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 71 245 104 199 756 300 92 1581 108 62 1041 88 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 71 245 104 199 756 300 92 1581 108 62 1041 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 71 245 104 199 756 300 92 1581 108 62 1041 88 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 71 245 104 199 756 300 92 1581 108 62 1041 88 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.05 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.81 0.19 1.00 2.77 0.23 Final Sat.: 1600 3400 1600 1600 3400 1600 1600 4693 307 1600 4626 374 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.07 0.07 0.12 0.22 0.19 0.06 0.34 0.35 0.04 0.23 0.24 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-516
Attachment 8
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2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:08 Page 33-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #31 Bristol St and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.869
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 72 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 251 1292 218 487 2001 263 324 963 156 368 845 280 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 251 1292 218 487 2001 263 324 963 156 368 845 280 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 251 1292 218 487 2001 263 324 963 156 368 845 280 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 251 1292 218 487 2001 263 324 963 156 368 845 280 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 251 1292 218 487 2001 263 324 963 156 368 845 280 OvlAdjVol: 36
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.58 0.42 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 4331 669 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.25 0.14 0.15 0.39 0.16 0.10 0.22 0.23 0.12 0.17 0.17 OvlAdjV/S: 0.02
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-517
Attachment 8
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2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:08 Page 34-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #32 Bristol St and Civic Center Dr
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.942
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 120 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 133 1178 104 403 1628 101 165 836 103 127 421 87 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 133 1178 104 403 1628 101 165 836 103 127 421 87 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 133 1178 104 403 1628 101 165 836 103 127 421 87 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 133 1178 104 403 1628 101 165 836 103 127 421 87 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 133 1178 104 403 1628 101 165 836 103 127 421 87 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 2.76 0.24 1.00 2.82 0.18 1.00 1.78 0.22 1.00 1.66 0.34 Final Sat.: 1600 4611 389 1600 4720 280 1600 2949 351 1600 2752 548 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.26 0.27 0.25 0.34 0.36 0.10 0.28 0.29 0.08 0.15 0.16 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-518
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #33 Bristol St and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.806
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 53 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 69 1502 209 153 1684 46 171 831 72 185 462 79 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 69 1502 209 153 1684 46 171 831 72 185 462 79 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 69 1502 209 153 1684 46 171 831 72 185 462 79 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 69 1502 209 153 1684 46 171 831 72 185 462 79 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 69 1502 209 153 1684 46 171 831 72 185 462 79 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.63 0.37 1.00 2.92 0.08 1.00 2.76 0.24 1.00 2.56 0.44 Final Sat.: 1600 4414 586 1600 4872 128 1600 4617 383 1600 4299 701 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.34 0.36 0.10 0.35 0.36 0.11 0.18 0.19 0.12 0.11 0.11 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-519
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #34 Bristol St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.767
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 46 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 205 1430 181 315 1298 183 200 1231 124 90 678 99 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 205 1430 181 315 1298 183 200 1231 124 90 678 99 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 205 1430 181 315 1298 183 200 1231 124 90 678 99 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 205 1430 181 315 1298 183 200 1231 124 90 678 99 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 205 1430 181 315 1298 183 200 1231 124 90 678 99 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.73 0.27 1.00 2.62 0.38 Final Sat.: 3200 5100 1600 3200 5100 1600 1600 4561 439 1600 4388 612 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.28 0.11 0.10 0.25 0.11 0.13 0.27 0.28 0.06 0.15 0.16 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-520
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #35 Bristol St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.956
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 139 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 125 1117 56 204 1986 205 309 531 261 262 729 84 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 125 1117 56 204 1986 205 309 531 261 262 729 84 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 125 1117 56 204 1986 205 309 531 261 262 729 84 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 125 1117 56 204 1986 205 309 531 261 262 729 84 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 125 1117 56 204 1986 205 309 531 261 262 729 84 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.03 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.34 0.66 1.00 1.79 0.21 Final Sat.: 1600 5100 1600 1600 5100 1600 1600 2245 1055 1600 2969 331 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.22 0.04 0.13 0.39 0.13 0.19 0.24 0.25 0.16 0.25 0.25 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-521
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #36 Bristol St and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.915
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 96 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 2 1 0 1 0 3 0 1 1 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 221 993 183 600 2033 230 165 919 229 231 1058 180 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 221 993 183 600 2033 230 165 919 229 231 1058 180 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 221 993 183 600 2033 230 165 919 229 231 1058 180 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 221 993 183 600 2033 230 165 919 229 231 1058 180 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 221 993 183 600 2033 230 165 919 229 231 1058 180 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.53 0.47 2.00 2.70 0.30 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3200 4253 747 3200 4512 488 1600 5100 1600 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.23 0.24 0.19 0.45 0.47 0.10 0.18 0.14 0.14 0.21 0.11 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-522
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #37 Bristol St and Segerstrom Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.811
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 54 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: WideBypass Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 70 778 146 283 1011 119 280 1354 125 134 607 78 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 70 778 146 283 1011 119 280 1354 125 134 607 78 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 70 778 146 283 1011 119 280 1354 125 134 607 78 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 70 778 146 283 1011 119 280 1354 125 134 607 78 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 70 778 146 283 1011 119 280 1354 125 134 607 78 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.53 0.47 1.00 2.68 0.32 1.00 2.75 0.25 1.00 2.66 0.34 Final Sat.: 1600 4242 758 1600 4495 505 1600 4594 406 1600 4453 547 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.18 0.19 0.18 0.22 0.24 0.17 0.29 0.31 0.08 0.14 0.14 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-523
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #38 Bristol St and Alton Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.545
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 26 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: WideBypass Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 3 0 1 1 0 1 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 11 739 55 230 1591 36 164 101 211 41 87 31
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 11 739 55 230 1591 36 164 101 211 41 87 31 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 11 739 55 230 1591 36 164 101 211 41 87 31
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 11 739 55 230 1591 36 164 101 211 41 87 31 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 11 739 55 230 1591 36 164 101 211 41 87 31 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.00 1.00 Lanes: 1.00 2.79 0.21 1.00 3.00 1.00 1.00 1.00 1.00 1.00 0.74 0.26 Final Sat.: 1600 4668 332 1600 5100 1600 1600 1700 1600 1600 1180 420 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.16 0.17 0.14 0.31 0.02 0.10 0.06 0.13 0.03 0.07 0.07 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-524
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #39 Bristol St and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.697
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 37 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 102 531 133 329 1434 150 166 1203 244 159 758 110 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 102 531 133 329 1434 150 166 1203 244 159 758 110 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 102 531 133 329 1434 150 166 1203 244 159 758 110 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 102 531 133 329 1434 150 166 1203 244 159 758 110 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 102 531 133 329 1434 150 166 1203 244 159 758 110 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 2.72 0.28 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 4545 455 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.10 0.08 0.10 0.32 0.33 0.05 0.24 0.15 0.05 0.15 0.07 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-525
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #40 Bristol St and Sunflower Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.649
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 32 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 1 2 0 3 0 1 2 0 2 1 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 111 546 161 242 1370 103 112 926 375 295 480 166 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 111 546 161 242 1370 103 112 926 375 295 480 166 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 111 546 161 242 1370 103 112 926 375 295 480 166 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 111 546 161 242 1370 103 112 926 375 295 480 166 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 111 546 161 242 1370 103 112 926 375 295 480 166 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.85 1.15 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 4755 1845 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.11 0.10 0.08 0.27 0.06 0.04 0.19 0.20 0.09 0.09 0.10 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-526
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #41 Bristol St and I-405 NB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.557
Loss Time (sec): 5 Average Delay (sec/veh): 20.8
Optimal Cycle: 28 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 4 0 1 0 0 4 1 0 0 0 0 0 2 1 1 1 0 2
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1638 210 0 1918 8 0 0 36 145 87 796
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1638 210 0 1918 8 0 0 36 145 87 796
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1638 210 0 1918 8 0 0 36 145 87 796
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1638 210 0 1918 8 0 0 36 145 87 796
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1638 210 0 1918 8 0 0 36 145 87 796
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 1.00 0.91 0.91 1.00 1.00 0.75 0.92 0.92 0.75 Lanes: 0.00 4.00 1.00 0.00 4.98 0.02 0.00 0.00 2.00 1.88 1.12 2.00 Final Sat.: 0 6916 1615 0 8600 36 0 0 2842 3283 1970 2842 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.24 0.13 0.00 0.22 0.22 0.00 0.00 0.01 0.04 0.04 0.28 Crit Moves: **** **** **** ****
Green/Cycle: 0.00 0.42 0.42 0.00 0.42 0.42 0.00 0.00 0.02 0.50 0.50 0.50 Volume/Cap: 0.00 0.56 0.31 0.00 0.52 0.52 0.00 0.00 0.56 0.09 0.09 0.56 Delay/Veh: 0.0 21.9 19.3 0.0 21.4 21.4 0.0 0.0 58.8 13.0 13.0 17.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 21.9 19.3 0.0 21.4 21.4 0.0 0.0 58.8 13.0 13.0 17.7 LOS by Move: A C B A C C A A E B B B
HCM2k85thQ: 0 16 7 0 15 15 0 0 2 2 2 15
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-527
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #42 Bristol St and I-405 SB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.696
Loss Time (sec): 5 Average Delay (sec/veh): 23.9
Optimal Cycle: 38 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 4 0 0 0 0 2 1 1 3 0 0 0 1 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 125 1225 0 0 1030 886 696 0 636 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 125 1225 0 0 1030 886 696 0 636 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 125 1225 0 0 1030 0 696 0 636 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 125 1225 0 0 1030 0 696 0 636 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 125 1225 0 0 1030 0 696 0 636 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 1.00 1.00 0.91 0.91 0.92 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 4.00 0.00 0.00 3.00 1.00 3.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1805 6916 0 0 5187 1729 5253 0 1615 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.18 0.00 0.00 0.20 0.00 0.13 0.00 0.39 0.00 0.00 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.10 0.38 0.00 0.00 0.29 0.00 0.57 0.00 0.57 0.00 0.00 0.00 Volume/Cap: 0.70 0.46 0.00 0.00 0.70 0.00 0.23 0.00 0.70 0.00 0.00 0.00 Delay/Veh: 54.9 23.1 0.0 0.0 33.4 0.0 10.9 0.0 18.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 54.9 23.1 0.0 0.0 33.4 0.0 10.9 0.0 18.0 0.0 0.0 0.0 LOS by Move: D C A A C A B A B A A A
HCM2k85thQ: 8 12 0 0 17 0 6 0 22 0 0 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-528
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #43 Flower St and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.806
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 53 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Prot+Permit Prot+Permit Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 3 0 1 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 100 936 136 214 723 97 211 1315 150 143 458 191 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 100 936 136 214 723 97 211 1315 150 143 458 191 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 100 936 136 214 723 97 211 1315 150 143 458 191 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 100 936 136 214 723 97 211 1315 150 143 458 191 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 100 936 136 214 723 97 211 1315 150 143 458 191 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 3.00 1.00 1.00 2.12 0.88 Final Sat.: 1600 3400 1600 1600 3400 1600 1600 5100 1600 1600 3587 1413 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.28 0.09 0.13 0.21 0.06 0.13 0.26 0.09 0.09 0.13 0.14 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-529
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #44 Flower St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.926
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 105 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 139 602 159 334 1058 111 148 1355 54 209 861 123 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 139 602 159 334 1058 111 148 1355 54 209 861 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 139 602 159 334 1058 111 148 1355 54 209 861 123 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 139 602 159 334 1058 111 148 1355 54 209 861 123 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 139 602 159 334 1058 111 148 1355 54 209 861 123 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.03 1.00 1.00 1.04 1.00 1.00 1.05 1.00 Lanes: 1.00 2.00 1.00 1.00 1.81 0.19 1.00 2.89 0.11 1.00 2.62 0.38 Final Sat.: 1600 3400 1600 1600 2996 304 1600 4816 184 1600 4400 600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.18 0.10 0.21 0.35 0.37 0.09 0.28 0.29 0.13 0.20 0.21 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-530
Attachment 8
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2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:17 Page 47-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #45 Flower St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.900
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 87 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 70 511 44 118 655 95 112 1278 97 113 764 103
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 70 511 44 118 655 95 112 1278 97 113 764 103 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 70 511 44 118 655 95 112 1278 97 113 764 103 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 70 511 44 118 655 95 112 1278 97 113 764 103 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 70 511 44 118 655 95 112 1278 97 113 764 103 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.22 1.64 0.14 0.27 1.51 0.22 0.15 1.72 0.13 0.23 1.56 0.21 Final Sat.: 358 2616 225 435 2415 350 241 2750 209 369 2495 336 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.20 0.20 0.07 0.27 0.27 0.07 0.46 0.46 0.07 0.31 0.31 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-531
Attachment 8
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2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:17 Page 48-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #46 Flower St and Segerstrom Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.784
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 49 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 86 451 100 98 544 120 223 1531 427 104 764 84 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 86 451 100 98 544 120 223 1531 427 104 764 84 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 86 451 100 98 544 120 223 1531 427 104 764 84 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 86 451 100 98 544 120 223 1531 427 104 764 84 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 86 451 100 98 544 120 223 1531 427 104 764 84 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 1.64 0.36 1.00 1.64 0.36 1.00 2.35 0.65 1.00 2.70 0.30 Final Sat.: 1600 2719 581 1600 2722 578 1600 3953 1047 1600 4525 475 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.17 0.17 0.06 0.20 0.21 0.14 0.39 0.41 0.07 0.17 0.18 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-532
Attachment 8
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2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:18 Page 49-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #47 Flower St and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.675
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 35 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 26 170 88 167 361 270 151 1716 73 62 1049 67
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 26 170 88 167 361 270 151 1716 73 62 1049 67 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 26 170 88 167 361 270 151 1716 73 62 1049 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 26 170 88 167 361 270 151 1716 73 62 1049 67 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 26 170 88 167 361 270 151 1716 73 62 1049 67 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 1.32 0.68 1.00 1.14 0.86 1.00 2.88 0.12 1.00 2.82 0.18 Final Sat.: 1600 2209 1091 1600 1931 1369 1600 4804 196 1600 4712 288 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.08 0.08 0.10 0.19 0.20 0.09 0.36 0.37 0.04 0.22 0.23 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-533
Attachment 8
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2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:19 Page 50-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #48 Main St and La Veta Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.586
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 28 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Ovl Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 2 1 0 2 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 105 724 375 198 1034 173 361 510 222 316 276 230 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 105 724 375 198 1034 173 361 510 222 316 276 230 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 105 724 375 198 1034 173 361 510 222 316 276 230 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 105 724 375 198 1034 173 361 510 222 316 276 230 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 105 724 375 198 1034 173 361 510 222 316 276 230 OvlAdjVol: 217 131
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 2.57 0.43 2.00 2.09 0.91 2.00 2.00 1.00 Final Sat.: 3200 5100 1600 3200 4312 688 3200 3544 1456 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.14 0.23 0.06 0.24 0.25 0.11 0.14 0.15 0.10 0.08 0.14 OvlAdjV/S: 0.14 0.08
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-534
Attachment 8
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2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:19 Page 51-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #49 Main St and Mainplace Dr / Memory Ln
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.512
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 24 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 2 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 34 920 301 36 1386 290 185 291 20 132 151 10
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 34 920 301 36 1386 290 185 291 20 132 151 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 34 920 301 36 1386 290 185 291 20 132 151 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 34 920 301 36 1386 290 185 291 20 132 151 10 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 34 920 301 36 1386 290 185 291 20 132 151 10 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 2.00 2.26 0.74 2.00 2.48 0.52 2.00 2.81 0.19 2.00 2.00 1.00 Final Sat.: 3200 3817 1183 3200 4169 831 3200 4691 309 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.24 0.25 0.01 0.33 0.35 0.06 0.06 0.06 0.04 0.04 0.01 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-535
Attachment 8
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2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:20 Page 52-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #50 Main St and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.884
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 78 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 0 1 2 0 2 0 1 2 0 2 1 0 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 133 788 169 237 1322 85 127 1336 67 356 1425 21 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 133 788 169 237 1322 85 127 1336 67 356 1425 21 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 133 788 169 237 1322 85 127 1336 67 356 1425 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 133 788 169 237 1322 85 127 1336 67 356 1425 21 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 133 788 169 237 1322 85 127 1336 67 356 1425 21 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.86 0.14 2.00 2.96 0.04 Final Sat.: 3200 3400 1600 3200 3400 1600 3200 4771 229 3200 4930 70 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.23 0.11 0.07 0.39 0.05 0.04 0.28 0.29 0.11 0.29 0.30 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-536
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #51 Main St and Civic Center Dr
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.783
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 49 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 142 925 81 55 970 148 120 727 132 43 566 34
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 142 925 81 55 970 148 120 727 132 43 566 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 142 925 81 55 970 148 120 727 132 43 566 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 142 925 81 55 970 148 120 727 132 43 566 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 142 925 81 55 970 148 120 727 132 43 566 34 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.03 1.00 Lanes: 1.00 1.84 0.16 1.00 1.74 0.26 1.00 1.69 0.31 1.00 1.89 0.11 Final Sat.: 1600 3042 258 1600 2876 424 1600 2808 492 1600 3119 181 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.30 0.31 0.03 0.34 0.35 0.08 0.26 0.27 0.03 0.18 0.19 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-537
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #52 Main St and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.926
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 105 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 0 0 0 0 1 1 0 0 0 0 0 0 0 1 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 66 1050 0 0 1135 100 0 0 0 90 1250 96
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 66 1050 0 0 1135 100 0 0 0 90 1250 96
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 66 1050 0 0 1135 100 0 0 0 90 1250 96
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 66 1050 0 0 1135 100 0 0 0 90 1250 96
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 66 1050 0 0 1135 100 0 0 0 90 1250 96
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.03 1.00 1.00 1.06 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 1.84 0.16 0.00 0.00 0.00 0.13 1.74 0.13 Final Sat.: 1600 3400 0 0 3041 259 0 0 0 201 2786 214
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.31 0.00 0.00 0.37 0.39 0.00 0.00 0.00 0.06 0.45 0.45 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-538
Attachment 8
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2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:21 Page 55-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #53 Main St and 4th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.410
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 20 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1 1 0 0 0 1 1 0 0 0 1 1 0 0 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 939 22 0 961 24 0 70 11 0 140 34
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 939 22 0 961 24 0 70 11 0 140 34
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 939 22 0 961 24 0 70 11 0 140 34
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 939 22 0 961 24 0 70 11 0 140 34
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 939 22 0 961 24 0 70 11 0 140 34
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 0.00 1.95 0.05 0.00 1.95 0.05 0.00 1.73 0.27 0.00 1.61 0.39 Final Sat.: 0 3227 73 0 3222 78 0 2865 435 0 2675 625
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.29 0.30 0.00 0.30 0.31 0.00 0.02 0.03 0.00 0.05 0.05 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-539
Attachment 8
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2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:22 Page 56-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #54 Main St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.681
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 35 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 103 532 54 77 772 57 106 1241 131 86 1072 60
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 103 532 54 77 772 57 106 1241 131 86 1072 60 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 532 54 77 772 57 106 1241 131 86 1072 60 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 103 532 54 77 772 57 106 1241 131 86 1072 60 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 103 532 54 77 772 57 106 1241 131 86 1072 60 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.04 1.00 Lanes: 1.00 1.82 0.18 1.00 2.00 1.00 1.00 2.71 0.29 1.00 2.84 0.16 Final Sat.: 1600 3005 295 1600 3400 1600 1600 4542 458 1600 4746 254 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.18 0.18 0.05 0.23 0.04 0.07 0.27 0.29 0.05 0.23 0.24 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-540
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #55 Main St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.894
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 84 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 93 874 44 162 1259 25 86 815 89 164 438 126
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 93 874 44 162 1259 25 86 815 89 164 438 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 93 874 44 162 1259 25 86 815 89 164 438 126 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 93 874 44 162 1259 25 86 815 89 164 438 126 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 93 874 44 162 1259 25 86 815 89 164 438 126 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.04 1.00 Lanes: 1.00 1.90 0.10 1.00 1.96 0.04 1.00 1.80 0.20 1.00 1.55 0.45 Final Sat.: 1600 3147 153 1600 3238 62 1600 2985 315 1600 2585 715 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.28 0.29 0.10 0.39 0.40 0.05 0.27 0.28 0.10 0.17 0.18 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-541
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #56 Main St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.795
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 51 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 99 561 61 211 975 51 96 1248 168 108 630 77
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 99 561 61 211 975 51 96 1248 168 108 630 77 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 99 561 61 211 975 51 96 1248 168 108 630 77 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 99 561 61 211 975 51 96 1248 168 108 630 77 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 99 561 61 211 975 51 96 1248 168 108 630 77 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 1.80 0.20 1.00 1.90 0.10 1.00 2.64 0.36 1.00 2.67 0.33 Final Sat.: 1600 2986 314 1600 3141 159 1600 4431 569 1600 4477 523 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.19 0.19 0.13 0.31 0.32 0.06 0.28 0.29 0.07 0.14 0.15 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-542
Attachment 8
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2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:24 Page 59-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #57 Main St and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.680
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 35 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 51 295 250 539 709 160 230 1336 242 138 411 206 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 51 295 250 539 709 160 230 1336 242 138 411 206 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 51 295 250 539 709 160 230 1336 242 138 411 206 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 51 295 250 539 709 160 230 1336 242 138 411 206 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 51 295 250 539 709 160 230 1336 242 138 411 206 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.06 0.16 0.17 0.14 0.10 0.07 0.26 0.15 0.04 0.08 0.13 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-543
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #58 Penn Wy and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.660
Loss Time (sec): 5 Average Delay (sec/veh): 12.2
Optimal Cycle: 35 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 0 0 2 0 0 0 0 0 0 0 2 1 0 1 0 3 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 52 0 260 0 0 0 0 1341 684 214 1722 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 52 0 260 0 0 0 0 1341 684 214 1722 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 52 0 260 0 0 0 0 1341 684 214 1722 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 52 0 260 0 0 0 0 1341 684 214 1722 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 52 0 260 0 0 0 0 1341 684 214 1722 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.75 1.00 1.00 1.00 1.00 0.86 0.86 0.95 0.91 1.00 Lanes: 2.00 0.00 2.00 0.00 0.00 0.00 0.00 2.00 1.00 1.00 3.00 0.00 Final Sat.: 3502 0 2842 0 0 0 0 3282 1641 1805 5187 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.00 0.09 0.00 0.00 0.00 0.00 0.41 0.42 0.12 0.33 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.14 0.00 0.14 0.00 0.00 0.00 0.00 0.63 0.63 0.18 0.81 0.00 Volume/Cap: 0.11 0.00 0.66 0.00 0.00 0.00 0.00 0.65 0.66 0.66 0.41 0.00 Delay/Veh: 37.8 0.0 44.9 0.0 0.0 0.0 0.0 11.9 12.2 43.1 2.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.8 0.0 44.9 0.0 0.0 0.0 0.0 11.9 12.2 43.1 2.7 0.0 LOS by Move: D A D A A A A B B D A A
HCM2k85thQ: 1 0 9 0 0 0 0 22 22 11 9 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-544
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #59 I-5 NB Off Ramps/17th Street
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.710
Loss Time (sec): 5 Average Delay (sec/veh): 30.0
Optimal Cycle: 40 Level Of Service: C
******************************************************************************** Street Name: I-5 NB Off Ramps 17th Street
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Permitted
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 1 0 0 1 1 0 0 0 1 1 0 3 0 1 0 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 720 33 21 54 0 279 89 932 337 0 1245 20
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 720 33 21 54 0 279 89 932 337 0 1245 20
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 720 33 21 54 0 279 89 932 0 0 1245 20
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 720 33 21 54 0 279 89 932 0 0 1245 20
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 720 33 21 54 0 279 89 932 0 0 1245 20
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 1.00 0.85 0.95 0.91 1.00 1.00 0.91 0.91 Lanes: 1.91 0.09 1.00 1.00 0.00 1.00 1.00 3.00 1.00 0.00 2.95 0.05 Final Sat.: 3466 159 1615 1805 0 1615 1805 5187 1900 0 5095 82 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.21 0.21 0.01 0.03 0.00 0.17 0.05 0.18 0.00 0.00 0.24 0.24 Crit Moves: **** **** **** ****
Green/Cycle: 0.29 0.29 0.29 0.24 0.00 0.24 0.07 0.41 0.00 0.00 0.34 0.34 Volume/Cap: 0.71 0.71 0.04 0.12 0.00 0.71 0.71 0.43 0.00 0.00 0.71 0.71 Delay/Veh: 33.8 33.8 25.4 29.6 0.0 40.5 62.7 21.1 0.0 0.0 29.8 29.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 33.8 33.8 25.4 29.6 0.0 40.5 62.7 21.1 0.0 0.0 29.8 29.8 LOS by Move: C C C C A D E C A A C C
HCM2k85thQ: 17 17 1 2 0 14 7 12 0 0 20 20
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-545
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #60 Penn Wy and I-5 SB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.550
Loss Time (sec): 5 Average Delay (sec/veh): 21.2
Optimal Cycle: 27 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 2
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 260 230 951 196 0 0 0 0 196 0 110
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 260 230 951 196 0 0 0 0 196 0 110
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 260 230 951 196 0 0 0 0 196 0 110
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 260 230 951 196 0 0 0 0 196 0 110
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 260 230 951 196 0 0 0 0 196 0 110
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.92 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.75 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 2.00 Final Sat.: 0 3610 1615 3502 3610 0 0 0 0 1805 0 2842
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.07 0.14 0.27 0.05 0.00 0.00 0.00 0.00 0.11 0.00 0.04 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.26 0.26 0.49 0.75 0.00 0.00 0.00 0.00 0.20 0.00 0.69 Volume/Cap: 0.00 0.28 0.55 0.55 0.07 0.00 0.00 0.00 0.00 0.55 0.00 0.06 Delay/Veh: 0.0 29.8 33.6 18.0 3.2 0.0 0.0 0.0 0.0 38.0 0.0 5.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 29.8 33.6 18.0 3.2 0.0 0.0 0.0 0.0 38.0 0.0 5.0 LOS by Move: A C C B A A A A A D A A
HCM2k85thQ: 0 5 10 16 1 0 0 0 0 9 0 1
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-546
Attachment 8
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2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:27 Page 63-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM 4-Way Stop Method (Base Volume Alternative)
******************************************************************************** Intersection #61 Santiago St and Civic Center Dr
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.769
Loss Time (sec): 5 Average Delay (sec/veh): 159.2
Optimal Cycle: 0 Level Of Service: F
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 0 1! 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 487 338 47 10 590 144 182 69 369 108 99 20
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 487 338 47 10 590 144 182 69 369 108 99 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 487 338 47 10 590 144 182 69 369 108 99 20
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 487 338 47 10 590 144 182 69 369 108 99 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 487 338 47 10 590 144 182 69 369 108 99 20 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.88 0.12 1.00 0.80 0.20 0.73 0.27 1.00 0.47 0.44 0.09 Final Sat.: 402 377 52 381 333 81 289 110 453 177 162 33 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 1.21 0.90 0.90 0.03 1.77 1.77 0.63 0.63 0.82 0.61 0.61 0.61 Crit Moves: **** **** **** ****
Delay/Veh: 144.0 50.3 50.3 12.3 377 376.5 25.7 25.7 36.9 26.3 26.3 26.3 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 144.0 50.3 50.3 12.3 377 376.5 25.7 25.7 36.9 26.3 26.3 26.3 LOS by Move: F F F B F F D D E D D D
ApproachDel: 102.6 371.6 32.3 26.3
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 102.6 371.6 32.3 26.3
LOS by Appr: F F D D
AllWayAvgQ: 14.8 4.7 4.7 0.0 42.1 42.1 1.5 1.5 3.3 1.4 1.4 1.4 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-547
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #62 Santiago St and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.037
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 180 Level Of Service: F
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 188 611 303 409 972 253 118 732 99 297 699 258 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 188 611 303 409 972 253 118 732 99 297 699 258 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 188 611 303 409 972 253 118 732 99 297 699 258 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 188 611 303 409 972 253 118 732 99 297 699 258 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 188 611 303 409 972 253 118 732 99 297 699 258 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 1.00 1.34 0.66 1.00 1.59 0.41 1.00 1.76 0.24 1.00 2.00 1.00 Final Sat.: 1600 2239 1061 1600 2639 661 1600 2919 381 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.27 0.29 0.26 0.37 0.38 0.07 0.25 0.26 0.19 0.21 0.16 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-548
Attachment 8
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2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:28 Page 65-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #63 Standard Ave and 4th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.939
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 117 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 191 473 248 431 604 332 298 624 219 250 550 340 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 191 473 248 431 604 332 298 624 219 250 550 340 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 191 473 248 431 604 332 298 624 219 250 550 340 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 191 473 248 431 604 332 298 624 219 250 550 340 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 191 473 248 431 604 332 298 624 219 250 550 340 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.05 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.48 0.52 1.00 1.24 0.76 Final Sat.: 1600 3400 1600 1600 3400 1600 1600 2469 831 1600 2078 1222 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.14 0.16 0.27 0.18 0.21 0.19 0.25 0.26 0.16 0.26 0.28 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-549
Attachment 8
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2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:29 Page 66-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #64 Standard Ave and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.976
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 176 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 45 631 312 123 901 41 161 1959 121 194 1282 120 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 45 631 312 123 901 41 161 1959 121 194 1282 120 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 45 631 312 123 901 41 161 1959 121 194 1282 120 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 45 631 312 123 901 41 161 1959 121 194 1282 120 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 45 631 312 123 901 41 161 1959 121 194 1282 120 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.03 1.00 1.00 1.04 1.00 1.00 1.05 1.00 Lanes: 1.00 1.34 0.66 1.00 1.91 0.09 1.00 2.83 0.17 1.00 2.74 0.26 Final Sat.: 1600 2241 1059 1600 3161 139 1600 4721 279 1600 4589 411 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.28 0.29 0.08 0.29 0.29 0.10 0.41 0.43 0.12 0.28 0.29 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-550
Attachment 8
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2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:29 Page 67-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #65 Standard Ave and Mcfadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.854
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 66 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 94 360 162 226 547 38 34 1178 142 150 397 89
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 94 360 162 226 547 38 34 1178 142 150 397 89 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 94 360 162 226 547 38 34 1178 142 150 397 89 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 94 360 162 226 547 38 34 1178 142 150 397 89 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 94 360 162 226 547 38 34 1178 142 150 397 89 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.03 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 1.38 0.62 1.00 1.87 0.13 1.00 1.78 0.22 1.00 1.63 0.37 Final Sat.: 1600 2307 993 1600 3092 208 1600 2956 344 1600 2714 586 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.16 0.16 0.14 0.18 0.18 0.02 0.40 0.41 0.09 0.15 0.15 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-551
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #66 Halladay St and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.775
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 47 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 2 1 0 0 1 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 95 0 220 0 0 0 0 1833 207 260 986 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 95 0 220 0 0 0 0 1833 207 260 986 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 95 0 220 0 0 0 0 1833 207 260 986 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 95 0 220 0 0 0 0 1833 207 260 986 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 95 0 220 0 0 0 0 1833 207 260 986 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.70 0.30 0.63 2.37 0.00 Final Sat.: 1600 0 1600 0 0 0 0 4513 487 1002 3998 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.00 0.14 0.00 0.00 0.00 0.00 0.41 0.43 0.16 0.25 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-552
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #67 Halladay St and Dyer Rd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.774
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 47 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 15 24 65 450 91 96 46 1537 11 104 566 91
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 15 24 65 450 91 96 46 1537 11 104 566 91
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 15 24 65 450 91 96 46 1537 11 104 566 91
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 15 24 65 450 91 96 46 1537 11 104 566 91
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 15 24 65 450 91 96 46 1537 11 104 566 91
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.04 1.00 1.00 1.05 1.00 Lanes: 1.00 0.27 0.73 1.00 0.49 0.51 1.00 2.98 0.02 1.00 2.58 0.42 Final Sat.: 1600 431 1169 1600 779 821 1600 4966 34 1600 4335 665 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.06 0.06 0.28 0.12 0.12 0.03 0.31 0.32 0.07 0.13 0.14 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-553
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #68 SR-55 SB Ramps and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.608
Loss Time (sec): 5 Average Delay (sec/veh): 19.9
Optimal Cycle: 31 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Ignore Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 0 0 0 2 0 0 0 2 0 0 2 1 1 0 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 998 0 903 0 1349 961 0 1187 135
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 998 0 903 0 1349 961 0 1187 135
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 0 0 998 0 903 0 1349 0 0 1187 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 998 0 903 0 1349 0 0 1187 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 0 0 998 0 903 0 1349 0 0 1187 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1.00 0.75 1.00 0.91 0.91 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 2.00 0.00 3.00 1.00 0.00 3.00 1.00 Final Sat.: 0 0 0 3502 0 2842 0 5187 1729 0 5187 1900
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.29 0.00 0.32 0.00 0.26 0.00 0.00 0.23 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.52 0.00 0.52 0.00 0.43 0.00 0.00 0.43 0.00 Volume/Cap: 0.00 0.00 0.00 0.55 0.00 0.61 0.00 0.61 0.00 0.00 0.54 0.00 Delay/Veh: 0.0 0.0 0.0 16.3 0.0 17.5 0.0 22.6 0.0 0.0 21.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 16.3 0.0 17.5 0.0 22.6 0.0 0.0 21.5 0.0 LOS by Move: A A A B A B A C A A C A
HCM2k85thQ: 0 0 0 16 0 17 0 18 0 0 15 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-554
Attachment 8
1591
2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:32 Page 71-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #69 SR-55 NB Ramps and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.712
Loss Time (sec): 5 Average Delay (sec/veh): 19.3
Optimal Cycle: 40 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Ignore Include Ignore Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 0 0 1 0 0 0 0 0 0 0 2 0 2 0 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 946 0 1017 0 0 0 0 1468 726 0 517 244
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 946 0 1017 0 0 0 0 1468 726 0 517 244
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 946 0 0 0 0 0 0 1468 0 0 517 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 946 0 0 0 0 0 0 1468 0 0 517 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 946 0 0 0 0 0 0 1468 0 0 517 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.88 1.00 0.91 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 2.00 0.00 3.00 1.00 Final Sat.: 3502 0 1900 0 0 0 0 3610 3344 0 5187 1900
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.27 0.00 0.00 0.00 0.00 0.00 0.00 0.41 0.00 0.00 0.10 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.38 0.00 0.00 0.00 0.00 0.00 0.00 0.57 0.00 0.00 0.57 0.00 Volume/Cap: 0.71 0.00 0.00 0.00 0.00 0.00 0.00 0.71 0.00 0.00 0.17 0.00 Delay/Veh: 28.2 0.0 0.0 0.0 0.0 0.0 0.0 16.7 0.0 0.0 10.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 28.2 0.0 0.0 0.0 0.0 0.0 0.0 16.7 0.0 0.0 10.3 0.0 LOS by Move: C A A A A A A B A A B A
HCM2k85thQ: 21 0 0 0 0 0 0 26 0 0 4 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-555
Attachment 8
1592
2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:32 Page 72-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #70 SR-55 SB Ramps and Dyer Rd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.617
Loss Time (sec): 5 Average Delay (sec/veh): 25.7
Optimal Cycle: 31 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Ovl Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 1 0 0 2 0 1 1 0 1 1 0 3 0 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 286 34 654 50 242 60 37 1422 303 348 552 92
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 286 34 654 50 242 60 37 1422 303 348 552 92 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 286 34 654 50 242 60 37 1422 303 348 552 92 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 286 34 654 50 242 60 37 1422 303 348 552 92 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 286 34 654 50 242 60 37 1422 303 348 552 92 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.96 0.96 0.75 0.94 0.94 0.85 0.95 0.91 0.85 0.92 0.91 0.85 Lanes: 1.79 0.21 2.00 0.34 1.66 1.00 1.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3250 386 2842 613 2968 1615 1805 5187 1615 3502 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.09 0.23 0.08 0.08 0.04 0.02 0.27 0.19 0.10 0.11 0.06 Crit Moves: **** **** **** ****
Green/Cycle: 0.21 0.21 0.37 0.13 0.13 0.13 0.10 0.44 0.44 0.16 0.51 0.51 Volume/Cap: 0.42 0.42 0.62 0.62 0.62 0.28 0.21 0.62 0.42 0.62 0.21 0.11 Delay/Veh: 34.4 34.4 26.6 43.4 43.4 39.8 42.1 21.8 19.4 41.1 13.6 12.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.4 34.4 26.6 43.4 43.4 39.8 42.1 21.8 19.4 41.1 13.6 12.9 LOS by Move: C C C D D D D C B D B B
HCM2k85thQ: 7 7 15 8 8 3 2 19 10 9 5 2
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-556
Attachment 8
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2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:33 Page 73-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #71 Glassell St and La Veta Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.800
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 52 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Ovl Include Ovl Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 1 0 1 1 0 1 1 0 1 0 1 0 1 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 263 412 125 14 295 65 57 293 563 367 387 9
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 263 412 125 14 295 65 57 293 563 367 387 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 263 412 125 14 295 65 57 293 563 367 387 9
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 263 412 125 14 295 65 57 293 563 367 387 9 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 263 412 125 14 295 65 57 293 563 367 387 9 OvlAdjVol: 0 431
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.03 1.00 Lanes: 2.00 1.00 1.00 1.00 1.64 0.36 1.00 1.00 1.00 1.00 1.95 0.05 Final Sat.: 3200 1700 1600 1600 2722 578 1600 1700 1600 1600 3227 73 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.24 0.08 0.01 0.11 0.11 0.04 0.17 0.35 0.23 0.12 0.12 OvlAdjV/S: 0.00 0.27
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-557
Attachment 8
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2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:34 Page 74-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #72 Glassell St and SR-22 WB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.871
Loss Time (sec): 5 Average Delay (sec/veh): 32.6
Optimal Cycle: 75 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 0 0 0 0 2 0 1 0 0 0 0 0 1 0 1! 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 511 574 0 0 1017 473 0 0 0 323 6 483
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 511 574 0 0 1017 473 0 0 0 323 6 483
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 511 574 0 0 1017 473 0 0 0 323 6 483
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 511 574 0 0 1017 473 0 0 0 323 6 483
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 511 574 0 0 1017 473 0 0 0 323 6 483
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 1.00 0.95 0.85 1.00 1.00 1.00 0.86 0.86 0.86 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 1.39 0.01 1.60 Final Sat.: 1805 3610 0 0 3610 1615 0 0 0 2270 24 2588
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.28 0.16 0.00 0.00 0.28 0.29 0.00 0.00 0.00 0.14 0.25 0.19 Crit Moves: **** **** ****
Green/Cycle: 0.33 0.66 0.00 0.00 0.34 0.34 0.00 0.00 0.00 0.29 0.29 0.29 Volume/Cap: 0.87 0.24 0.00 0.00 0.84 0.87 0.00 0.00 0.00 0.49 0.87 0.65 Delay/Veh: 45.1 6.9 0.0 0.0 35.9 45.4 0.0 0.0 0.0 29.7 42.8 32.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.1 6.9 0.0 0.0 35.9 45.4 0.0 0.0 0.0 29.7 42.8 32.3 LOS by Move: D A A A D D A A A C D C
HCM2k85thQ: 26 6 0 0 26 25 0 0 0 10 22 14
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-558
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:34 Page 75-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #73 Grand Ave / Glassell St and SR-22 EB Ramps ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.860
Loss Time (sec): 5 Average Delay (sec/veh): 30.6
Optimal Cycle: 71 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 2 0 1 1 0 2 0 0 1 0 1! 0 1 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 918 245 373 977 0 270 0 1058 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 918 245 373 977 0 270 0 1058 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 918 245 373 977 0 270 0 1058 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 918 245 373 977 0 270 0 1058 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 918 245 373 977 0 270 0 1058 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.95 0.95 1.00 0.87 1.00 0.87 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 1.20 0.00 1.80 0.00 0.00 0.00 Final Sat.: 0 3610 1615 1805 3610 0 1992 0 2974 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.25 0.15 0.21 0.27 0.00 0.14 0.00 0.36 0.00 0.00 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.30 0.30 0.24 0.54 0.00 0.41 0.00 0.41 0.00 0.00 0.00 Volume/Cap: 0.00 0.86 0.51 0.86 0.50 0.00 0.33 0.00 0.86 0.00 0.00 0.00 Delay/Veh: 0.0 40.4 30.2 52.1 15.0 0.0 19.9 0.0 31.8 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 40.4 30.2 52.1 15.0 0.0 19.9 0.0 31.8 0.0 0.0 0.0 LOS by Move: A D C D B A B A C A A A
HCM2k85thQ: 0 25 10 21 15 0 7 0 28 0 0 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-559
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:35 Page 76-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #74 Grand Ave and Fairhaven Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.611
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 30 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 21 840 121 207 1718 38 99 60 59 213 24 192
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 21 840 121 207 1718 38 99 60 59 213 24 192 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 21 840 121 207 1718 38 99 60 59 213 24 192
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 21 840 121 207 1718 38 99 60 59 213 24 192 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 840 121 207 1718 38 99 60 59 213 24 192 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 2.62 0.38 1.00 2.94 0.06 1.00 1.01 0.99 1.00 1.00 1.00 Final Sat.: 1600 4396 604 1600 4896 104 1600 1713 1587 1600 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.19 0.20 0.13 0.35 0.37 0.06 0.04 0.04 0.13 0.01 0.12 Crit Moves: **** **** **** ****
******************************************************************************** K-560
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:36 Page 77-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #75 Grand Ave and Santa Clara Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.843
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 63 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include WideBypass Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 1 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 75 528 136 345 1687 380 143 233 48 200 385 352 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 75 528 136 345 1687 380 143 233 48 200 385 352 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 75 528 136 345 1687 380 143 233 48 200 385 352 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 75 528 136 345 1687 380 143 233 48 200 385 352 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 75 528 136 345 1687 380 143 233 48 200 385 352 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.00 1.00 1.00 1.06 1.00 Lanes: 1.00 2.39 0.61 1.00 2.45 0.55 1.00 0.83 0.17 1.00 1.00 1.00 Final Sat.: 1600 4017 983 1600 4118 882 1600 1327 273 1600 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.13 0.14 0.22 0.41 0.43 0.09 0.18 0.18 0.13 0.23 0.22 Crit Moves: **** **** **** ****
******************************************************************************** K-561
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:36 Page 78-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #76 Grand Ave and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.794
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 51 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 2 0 2 1 0 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 186 543 373 340 1426 280 198 739 94 342 894 98 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 186 543 373 340 1426 280 198 739 94 342 894 98 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 186 543 373 340 1426 280 198 739 94 342 894 98 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 186 543 373 340 1426 280 198 739 94 342 894 98 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 186 543 373 340 1426 280 198 739 94 342 894 98 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.00 1.00 1.00 2.51 0.49 2.00 2.66 0.34 2.00 2.70 0.30 Final Sat.: 1600 3400 1600 1600 4212 788 3200 4458 542 3200 4526 474 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.16 0.23 0.21 0.34 0.36 0.06 0.17 0.17 0.11 0.20 0.21 Crit Moves: **** **** **** ****
******************************************************************************** K-562
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:37 Page 79-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #77 Grand Ave and I-5 NB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.740
Loss Time (sec): 5 Average Delay (sec/veh): 13.2
Optimal Cycle: 44 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 2 0 1 1 0 3 0 0 0 0 0 0 0 2 0 0 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1056 610 90 2893 0 0 0 0 507 0 140
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1056 610 90 2893 0 0 0 0 507 0 140
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1056 0 90 2893 0 0 0 0 507 0 140
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1056 0 90 2893 0 0 0 0 507 0 140
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1056 0 90 2893 0 0 0 0 507 0 140
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 1.00 0.95 0.91 1.00 1.00 1.00 1.00 0.92 1.00 0.85 Lanes: 0.00 2.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3610 1900 1805 5187 0 0 0 0 3502 0 1615
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.29 0.00 0.05 0.56 0.00 0.00 0.00 0.00 0.14 0.00 0.09 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.64 0.00 0.11 0.75 0.00 0.00 0.00 0.00 0.20 0.00 0.20 Volume/Cap: 0.00 0.45 0.00 0.45 0.74 0.00 0.00 0.00 0.00 0.74 0.00 0.44 Delay/Veh: 0.0 9.1 0.0 43.3 7.6 0.0 0.0 0.0 0.0 42.1 0.0 36.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 9.1 0.0 43.3 7.6 0.0 0.0 0.0 0.0 42.1 0.0 36.4 LOS by Move: A A A D A A A A A D A D
HCM2k85thQ: 0 13 0 5 28 0 0 0 0 14 0 7
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-563
Attachment 8
1600
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:38 Page 80-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #78 Grand Ave and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.832
Loss Time (sec): 5 Average Delay (sec/veh): 26.0
Optimal Cycle: 62 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Ovl Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 0 2 2 0 1 0 2 0 1 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 49 694 35 202 1670 1473 268 221 436 6 475 43
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 49 694 35 202 1670 1473 268 221 436 6 475 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 49 694 35 202 1670 1473 268 221 436 6 475 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 49 694 35 202 1670 1473 268 221 436 6 475 43 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 49 694 35 202 1670 1473 268 221 436 6 475 43 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.95 0.75 0.92 1.00 0.75 0.94 0.94 0.94 Lanes: 1.00 2.86 0.14 1.00 2.00 2.00 2.00 1.00 2.00 0.02 1.82 0.16 Final Sat.: 1805 4903 247 1805 3610 2842 3502 1900 2842 41 3230 292 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.14 0.14 0.11 0.46 0.52 0.08 0.12 0.15 0.15 0.15 0.15 Crit Moves: **** **** **** ****
Green/Cycle: 0.03 0.33 0.33 0.26 0.56 0.74 0.18 0.18 0.18 0.18 0.18 0.18 Volume/Cap: 0.83 0.43 0.43 0.43 0.83 0.70 0.42 0.63 0.83 0.83 0.83 0.83 Delay/Veh: 109.2 26.4 26.4 31.5 21.4 8.1 36.5 41.3 50.1 48.9 48.9 48.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 109.2 26.4 26.4 31.5 21.4 8.1 36.5 41.3 50.1 48.9 48.9 48.9 LOS by Move: F C C C C A D D D D D D
HCM2k85thQ: 5 10 10 8 35 22 6 11 15 16 16 16
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-564
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:38 Page 81-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #79 Grand Ave and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.742
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 42 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 3 0 1 2 0 2 1 0 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 208 732 34 99 1432 174 436 1041 295 216 759 87 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 208 732 34 99 1432 174 436 1041 295 216 759 87 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 208 732 34 99 1432 174 436 1041 295 216 759 87 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 208 732 34 99 1432 174 436 1041 295 216 759 87 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 208 732 34 99 1432 174 436 1041 295 216 759 87 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 2.00 2.87 0.13 2.00 3.00 1.00 2.00 2.34 0.66 2.00 2.69 0.31 Final Sat.: 3200 4787 213 3200 5100 1600 3200 3940 1060 3200 4506 494 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.15 0.16 0.03 0.28 0.11 0.14 0.26 0.28 0.07 0.17 0.18 Crit Moves: **** **** **** ****
******************************************************************************** K-565
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:39 Page 82-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #80 Grand Ave and Chestnut Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.704
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 38 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 53 737 163 161 1937 53 34 239 63 130 384 239
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 53 737 163 161 1937 53 34 239 63 130 384 239 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 53 737 163 161 1937 53 34 239 63 130 384 239 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 53 737 163 161 1937 53 34 239 63 130 384 239 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 53 737 163 161 1937 53 34 239 63 130 384 239 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.05 1.00 Lanes: 1.00 2.46 0.54 1.00 2.92 0.08 1.00 1.58 0.42 1.00 1.23 0.77 Final Sat.: 1600 4131 869 1600 4872 128 1600 2632 668 1600 2072 1228 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.18 0.19 0.10 0.40 0.41 0.02 0.09 0.09 0.08 0.19 0.19 Crit Moves: **** **** **** ****
******************************************************************************** K-566
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:40 Page 83-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #81 Grand Ave and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.892
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 82 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 181 764 114 249 1672 163 205 663 201 123 440 111 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 181 764 114 249 1672 163 205 663 201 123 440 111 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 181 764 114 249 1672 163 205 663 201 123 440 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 181 764 114 249 1672 163 205 663 201 123 440 111 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 181 764 114 249 1672 163 205 663 201 123 440 111 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 2.61 0.39 1.00 2.73 0.27 1.00 1.53 0.47 1.00 1.60 0.40 Final Sat.: 1600 4377 623 1600 4574 426 1600 2556 744 1600 2655 645 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.17 0.18 0.16 0.37 0.38 0.13 0.26 0.27 0.08 0.17 0.17 Crit Moves: **** **** **** ****
******************************************************************************** K-567
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:41 Page 84-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #82 Grand Ave and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.838
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 61 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 47 472 92 243 1244 243 347 1447 139 189 724 158 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 472 92 243 1244 243 347 1447 139 189 724 158 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 47 472 92 243 1244 243 347 1447 139 189 724 158 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 47 472 92 243 1244 243 347 1447 139 189 724 158 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 47 472 92 243 1244 243 347 1447 139 189 724 158 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.51 0.49 1.00 2.51 0.49 1.00 2.74 0.26 1.00 2.46 0.54 Final Sat.: 1600 4217 783 1600 4216 784 1600 4579 421 1600 4140 860 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.11 0.12 0.15 0.30 0.31 0.22 0.32 0.33 0.12 0.17 0.18 Crit Moves: **** **** **** ****
******************************************************************************** K-568
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:41 Page 85-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #83 Grand Ave and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.613
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 30 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 2 0 3 0 1 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 142 429 184 183 528 178 333 1188 467 92 406 137 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 142 429 184 183 528 178 333 1188 467 92 406 137 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 142 429 184 183 528 178 333 1188 467 92 406 137 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 142 429 184 183 528 178 333 1188 467 92 406 137 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 142 429 184 183 528 178 333 1188 467 92 406 137 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 2.10 0.90 1.00 2.24 0.76 2.00 3.00 1.00 2.00 2.24 0.76 Final Sat.: 1600 3559 1441 1600 3790 1210 3200 5100 1600 3200 3789 1211 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.12 0.13 0.11 0.14 0.15 0.10 0.23 0.29 0.03 0.11 0.11 Crit Moves: **** **** **** ****
******************************************************************************** K-569
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:42 Page 86-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #84 SR-55 NB Ramps and Dyer Rd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.569
Loss Time (sec): 5 Average Delay (sec/veh): 17.1
Optimal Cycle: 28 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Ignore Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1! 0 1 0 0 0 0 0 0 0 3 0 1 0 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 610 0 499 0 0 0 0 1618 647 0 599 361
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 610 0 499 0 0 0 0 1618 647 0 599 361
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 610 0 499 0 0 0 0 1618 0 0 599 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 610 0 499 0 0 0 0 1618 0 0 599 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 610 0 499 0 0 0 0 1618 0 0 599 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 1.00 0.91 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 0.91 Lanes: 1.55 0.00 1.45 0.00 0.00 0.00 0.00 3.00 1.00 0.00 3.00 0.00 Final Sat.: 2674 0 2501 0 0 0 0 5187 1900 0 5187 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.23 0.00 0.20 0.00 0.00 0.00 0.00 0.31 0.00 0.00 0.12 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.40 0.00 0.40 0.00 0.00 0.00 0.00 0.55 0.00 0.00 0.55 0.00 Volume/Cap: 0.57 0.00 0.50 0.00 0.00 0.00 0.00 0.57 0.00 0.00 0.21 0.00 Delay/Veh: 23.6 0.0 22.6 0.0 0.0 0.0 0.0 15.1 0.0 0.0 11.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 23.6 0.0 22.6 0.0 0.0 0.0 0.0 15.1 0.0 0.0 11.6 0.0 LOS by Move: C A C A A A A B A A B A
HCM2k85thQ: 15 0 12 0 0 0 0 18 0 0 5 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-570
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:42 Page 87-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM 4-Way Stop Method (Base Volume Alternative)
******************************************************************************** Intersection #85 Cambridge St and La Veta Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.971
Loss Time (sec): 5 Average Delay (sec/veh): 31.6
Optimal Cycle: 0 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 185 235 0 0 480 245 273 0 436 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 185 235 0 0 480 245 273 0 436 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 185 235 0 0 480 245 273 0 436 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 185 235 0 0 480 245 273 0 436 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 185 235 0 0 480 245 273 0 436 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 434 463 0 0 494 537 458 0 539 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.43 0.51 xxxx xxxx 0.97 0.46 0.60 xxxx 0.81 xxxx xxxx xxxx Crit Moves: **** **** ****
Delay/Veh: 16.6 17.7 0.0 0.0 59.7 14.5 21.1 0.0 30.8 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 16.6 17.7 0.0 0.0 59.7 14.5 21.1 0.0 30.8 0.0 0.0 0.0 LOS by Move: C C * * F B C * D * * *
ApproachDel: 17.2 44.4 27.1 xxxxxx
Delay Adj: 1.00 1.00 1.00 xxxxx
ApprAdjDel: 17.2 44.4 27.1 xxxxxx
LOS by Appr: C E D *
AllWayAvgQ: 0.7 0.9 0.0 0.0 6.8 0.8 1.4 0.0 3.2 0.0 0.0 0.0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-571
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:43 Page 88-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #86 Cambridge St and Fairhaven Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.563
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 27 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 567 0 183 80 216 0 0 195 152
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 567 0 183 80 216 0 0 195 152
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 567 0 183 80 216 0 0 195 152
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 567 0 183 80 216 0 0 195 152
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 567 0 183 80 216 0 0 195 152
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.12 0.88 Final Sat.: 0 0 0 1600 0 1600 1600 3400 0 0 1898 1402
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.35 0.00 0.11 0.05 0.06 0.00 0.00 0.10 0.11 Crit Moves: **** **** ****
******************************************************************************** K-572
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:44 Page 89-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #87 Mabury St and 1st Street
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.714
Loss Time (sec): 5 Average Delay (sec/veh): 27.4
Optimal Cycle: 40 Level Of Service: C
******************************************************************************** Street Name: Mabury 1st Street
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 0 1 1 0 1! 0 1 0 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 6 0 157 248 147 554 0 1230 13 38 579 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 6 0 157 248 147 554 0 1230 13 38 579 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 6 0 157 248 147 554 0 1230 13 38 579 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 6 0 157 248 147 554 0 1230 13 38 579 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 6 0 157 248 147 554 0 1230 13 38 579 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.90 0.90 0.90 1.00 0.91 0.91 0.95 0.91 0.91 Lanes: 1.00 0.00 1.00 1.23 0.27 1.50 0.00 2.97 0.03 1.00 3.00 0.00 Final Sat.: 1805 0 1615 2097 459 2575 0 5128 54 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.10 0.12 0.32 0.22 0.00 0.24 0.24 0.02 0.11 0.00 Crit Moves: **** **** **** ****
Green/Cycle: 0.14 0.00 0.14 0.45 0.45 0.45 0.00 0.34 0.34 0.03 0.37 0.00 Volume/Cap: 0.02 0.00 0.71 0.26 0.71 0.48 0.00 0.71 0.71 0.71 0.31 0.00 Delay/Veh: 37.5 0.0 51.9 17.3 24.2 19.6 0.0 30.4 30.4 84.9 22.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.5 0.0 51.9 17.3 24.2 19.6 0.0 30.4 30.4 84.9 22.8 0.0 LOS by Move: D A D B C B A C C F C A
HCM2k85thQ: 0 0 10 6 22 12 0 20 20 4 7 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-573
Attachment 8
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K-574
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:45 Page 90-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #88 Tustin St and La Veta Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.446
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 22 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 1 0 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 7 301 87 67 1307 4 9 11 35 307 1 47
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 7 301 87 67 1307 4 9 11 35 307 1 47
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 7 301 87 67 1307 4 9 11 35 307 1 47
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 7 301 87 67 1307 4 9 11 35 307 1 47
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 7 301 87 67 1307 4 9 11 35 307 1 47
OvlAdjVol: 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.00 1.00 Lanes: 1.00 2.33 0.67 1.00 2.99 0.01 1.00 1.00 1.00 1.99 0.01 1.00 Final Sat.: 1600 3924 1076 1600 4985 15 1600 1700 1600 3190 10 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.08 0.08 0.04 0.26 0.27 0.01 0.01 0.02 0.10 0.10 0.03 OvlAdjV/S: 0.00
Crit Moves: **** **** **** ****
******************************************************************************** K-575
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:45 Page 91-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #89 Tustin St and SR-22 WB On-Ramp
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.635
Loss Time (sec): 5 Average Delay (sec/veh): 12.2
Optimal Cycle: 33 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 614 571 0 0 1171 699 0 0 0 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 614 571 0 0 1171 699 0 0 0 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 614 571 0 0 1171 699 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 614 571 0 0 1171 699 0 0 0 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 614 571 0 0 1171 699 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 1.00 1.00 0.86 0.86 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3502 3610 0 0 3264 1632 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.18 0.16 0.00 0.00 0.36 0.43 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
Green/Cycle: 0.28 0.95 0.00 0.00 0.67 0.67 0.00 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.64 0.17 0.00 0.00 0.53 0.64 0.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 33.2 0.2 0.0 0.0 8.4 9.8 0.0 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 33.2 0.2 0.0 0.0 8.4 9.8 0.0 0.0 0.0 0.0 0.0 0.0 LOS by Move: C A A A A A A A A A A A
HCM2k85thQ: 14 1 0 0 15 21 0 0 0 0 0 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-576
Attachment 8
1613
K-577
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:46 Page 92-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #90 Tustin St and SR-22 EB Off-Ramp / Seba Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.723
Loss Time (sec): 5 Average Delay (sec/veh): 25.0
Optimal Cycle: 42 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 2 1 0 1 0 3 0 0 1 0 1! 0 1 0 0 1! 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 953 5 17 1049 0 275 27 1182 6 0 43
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 953 5 17 1049 0 275 27 1182 6 0 43
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 953 5 17 1049 0 275 27 1182 6 0 43
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 953 5 17 1049 0 275 27 1182 6 0 43
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 953 5 17 1049 0 275 27 1182 6 0 43
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.91 0.14 0.91 1.00 0.87 0.87 0.87 0.88 1.00 0.88 Lanes: 0.00 2.98 0.02 1.00 3.00 0.00 1.18 0.04 1.78 0.12 0.00 0.88 Final Sat.: 0 5155 27 272 5187 0 1961 59 2956 204 0 1460 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.18 0.18 0.06 0.20 0.00 0.14 0.46 0.40 0.03 0.00 0.03 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.28 0.28 0.28 0.28 0.00 0.63 0.63 0.63 0.04 0.00 0.04 Volume/Cap: 0.00 0.66 0.66 0.22 0.72 0.00 0.22 0.72 0.63 0.72 0.00 0.72 Delay/Veh: 0.0 33.0 33.0 29.2 34.4 0.0 8.0 13.9 12.0 79.1 0.0 79.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 33.0 33.0 29.2 34.4 0.0 8.0 13.9 12.0 79.1 0.0 79.1 LOS by Move: A C C C C A A B B E A E
HCM2k85thQ: 0 16 16 1 18 0 5 25 19 5 0 5
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-578
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:47 Page 93-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #91 Tustin Ave and Fairhaven Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.195
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 180 Level Of Service: F
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 2 1 0 1 0 1 1 0 1 0 1 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 101 586 103 280 2411 48 84 317 546 416 460 601 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 101 586 103 280 2411 48 84 317 546 416 460 601 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 101 586 103 280 2411 48 84 317 546 416 460 601 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 101 586 103 280 2411 48 84 317 546 416 460 601 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 101 586 103 280 2411 48 84 317 546 416 460 601 OvlAdjVol: 461
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.55 0.45 2.00 2.94 0.06 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 3200 4282 718 3200 4906 94 1600 1700 1600 1600 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.14 0.14 0.09 0.49 0.51 0.05 0.19 0.34 0.26 0.27 0.38 OvlAdjV/S: 0.29
Crit Moves: **** **** **** ****
******************************************************************************** K-579
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:48 Page 94-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #92 Tustin Ave and Santa Clara Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.037
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 180 Level Of Service: F
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 2 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 83 453 84 151 3094 98 124 314 229 160 332 166 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 83 453 84 151 3094 98 124 314 229 160 332 166 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 83 453 84 151 3094 98 124 314 229 160 332 166 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 83 453 84 151 3094 98 124 314 229 160 332 166 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 83 453 84 151 3094 98 124 314 229 160 332 166 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.53 0.47 2.00 2.91 0.09 1.00 1.16 0.84 1.00 1.33 0.67 Final Sat.: 1600 4249 751 3200 4853 147 1600 1950 1350 1600 2233 1067 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.11 0.11 0.05 0.64 0.67 0.08 0.16 0.17 0.10 0.15 0.16 Crit Moves: **** **** **** ****
******************************************************************************** K-580
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:49 Page 95-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #93 Tustin Ave and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.911
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 93 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Ovl Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 127 226 269 716 2067 23 230 908 155 664 1047 256 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 226 269 716 2067 23 230 908 155 664 1047 256 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 127 226 269 716 2067 23 230 908 155 664 1047 256 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 127 226 269 716 2067 23 230 908 155 664 1047 256 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 127 226 269 716 2067 23 230 908 155 664 1047 256 OvlAdjVol: 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.00 1.00 2.00 2.97 0.03 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 3400 1600 3200 4947 53 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.07 0.17 0.22 0.42 0.44 0.07 0.18 0.10 0.21 0.21 0.16 OvlAdjV/S: 0.00 0.00
Crit Moves: **** **** **** ****
******************************************************************************** K-581
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #94 Tustin Ave and 4th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.830
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 59 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 2 0 2 0 1 1 0 2 1 1 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 80 408 365 601 765 237 126 748 31 125 704 457 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 80 408 365 601 765 237 126 748 31 125 704 457 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 80 408 365 601 765 237 126 748 31 125 704 457 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 80 408 365 601 765 237 126 748 31 125 704 457 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 80 408 365 601 765 237 126 748 31 125 704 457 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 3.00 1.00 1.00 2.00 1.00 Final Sat.: 1600 3400 1600 3200 3400 1600 1600 5100 1600 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.12 0.23 0.19 0.23 0.15 0.08 0.15 0.02 0.08 0.21 0.29 Crit Moves: **** **** **** ****
******************************************************************************** K-582
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #95 SR-55 SB Ramps / Auto Mall Dr and Edinger Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.672
Loss Time (sec): 5 Average Delay (sec/veh): 25.2
Optimal Cycle: 36 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 1 0 0 2 1 0 1 0 1 1 0 3 0 1 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 456 68 540 50 30 8 36 1426 527 510 1202 157
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 456 68 540 50 30 8 36 1426 527 510 1202 157 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 456 68 540 50 30 8 36 1426 0 510 1202 157
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 456 68 540 50 30 8 36 1426 0 510 1202 157
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 456 68 540 50 30 8 36 1426 0 510 1202 157
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.96 0.96 0.75 0.95 1.00 0.85 0.95 0.91 1.00 0.92 0.89 0.89 Lanes: 1.74 0.26 2.00 1.00 1.00 1.00 1.00 3.00 1.00 2.00 2.65 0.35 Final Sat.: 3168 472 2842 1805 1900 1615 1805 5187 1900 3502 4510 589 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.14 0.19 0.03 0.02 0.00 0.02 0.27 0.00 0.15 0.27 0.27 Crit Moves: **** **** **** ****
Green/Cycle: 0.28 0.28 0.28 0.04 0.04 0.04 0.04 0.41 0.00 0.22 0.58 0.58 Volume/Cap: 0.51 0.51 0.67 0.67 0.38 0.12 0.46 0.67 0.00 0.67 0.46 0.46 Delay/Veh: 30.5 30.5 34.0 68.7 49.8 47.0 50.8 24.9 0.0 38.3 12.0 12.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.5 30.5 34.0 68.7 49.8 47.0 50.8 24.9 0.0 38.3 12.0 12.0 LOS by Move: C C C E D D D C A D B B
HCM2k85thQ: 11 11 14 4 2 1 3 20 0 13 13 13
K-583
Attachment 8
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******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-584
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #96 SR-55 NB Ramps / Del Amo Ave and Newport Avenue ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.673
Loss Time (sec): 5 Average Delay (sec/veh): 25.4
Optimal Cycle: 36 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Ovl Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 1 0 3 0 1 2 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

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