Attachment 8 City of Santa Ana General Plan Update Appendix K Transportation Impact Study for the Fairhaven Avenue reclassification — Orange City Council, March 10, 2026 (part 4 of 7)

Base Vol: 101 374 106 195 828 388 397 1276 271 255 1234 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: 101 374 106 195 828 388 397 1276 271 255 1234 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: 101 374 106 195 828 388 397 1276 271 255 1234 173 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 101 374 106 195 828 388 397 1276 271 255 1234 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: 101 374 106 195 828 388 397 1276 271 255 1234 173 OvlAdjVol: 189 221 ------------|---------------||---------------||---------------||---------------| 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: 0.03 0.07 0.07 0.06 0.16 0.24 0.12 0.25 0.17 0.08 0.24 0.11 OvlAdjV/S: 0.12 0.14 Crit Moves: **** **** **** **** ******************************************************************************** K-586
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:53 Page 100-1 -------------------------------------------------------------------------------- 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): 0.560 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 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: 68 414 56 20 935 188 273 464 342 120 427 76 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: 68 414 56 20 935 188 273 464 342 120 427 76 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: 68 414 56 20 935 188 273 464 342 120 427 76 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 68 414 56 20 935 188 273 464 342 120 427 76 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: 68 414 56 20 935 188 273 464 342 120 427 76 OvlAdjVol: 66 ------------|---------------||---------------||---------------||---------------| 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 3.52 0.48 2.00 2.50 0.50 1.00 2.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 5937 763 3200 4196 804 1600 3400 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.07 0.07 0.01 0.22 0.23 0.17 0.14 0.21 0.04 0.08 0.05 OvlAdjV/S: 0.04 Crit Moves: **** **** **** **** ******************************************************************************** K-587
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:53 Page 101-1 -------------------------------------------------------------------------------- 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): 0.548 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 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: 152 379 125 163 719 94 124 748 296 511 571 111 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: 152 379 125 163 719 94 124 748 296 511 571 111 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: 152 379 125 163 719 94 124 748 296 511 571 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 152 379 125 163 719 94 124 748 296 511 571 111 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: 152 379 125 163 719 94 124 748 296 511 571 111 ------------|---------------||---------------||---------------||---------------| 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 4.00 1.00 2.00 4.00 1.00 2.00 3.00 1.00 2.00 4.00 1.00 Final Sat.: 3200 6800 1600 3200 6800 1600 3200 5100 1600 3200 6800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.06 0.08 0.05 0.11 0.06 0.04 0.15 0.19 0.16 0.08 0.07 Crit Moves: **** **** **** **** ******************************************************************************** K-588
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:54 Page 102-1 -------------------------------------------------------------------------------- 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): 0.855 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 67 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 3 0 1 1 0 2 0 1 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 225 663 415 212 962 154 158 490 490 342 290 163 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: 225 663 415 212 962 154 158 490 490 342 290 163 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: 225 663 415 212 962 154 158 490 490 342 290 163 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 225 663 415 212 962 154 158 490 490 342 290 163 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: 225 663 415 212 962 154 158 490 490 342 290 163 ------------|---------------||---------------||---------------||---------------| 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: 0.14 0.13 0.26 0.13 0.19 0.10 0.10 0.14 0.31 0.11 0.17 0.10 Crit Moves: **** **** **** **** ******************************************************************************** K-589
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:55 Page 103-1 -------------------------------------------------------------------------------- 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): 0.686 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 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: 83 742 13 186 481 441 1153 596 98 32 308 789 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: 83 742 13 186 481 441 1153 596 98 32 308 789 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: 83 742 13 186 481 0 1153 596 98 32 308 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 83 742 13 186 481 0 1153 596 98 32 308 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: 83 742 13 186 481 0 1153 596 98 32 308 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 2.95 0.05 2.00 3.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3200 4917 83 3200 5100 1600 3200 5100 1600 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.15 0.16 0.06 0.09 0.00 0.36 0.12 0.06 0.02 0.06 0.00 Crit Moves: **** **** **** **** ******************************************************************************** K-590
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:55 Page 104-1 -------------------------------------------------------------------------------- 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): 0.722 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: 2 0 2 0 1 2 0 2 0 1 2 0 2 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 201 691 449 56 261 90 139 1309 254 154 309 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: 201 691 449 56 261 90 139 1309 254 154 309 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: 201 691 449 56 261 90 139 1309 254 154 309 73 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 201 691 449 56 261 90 139 1309 254 154 309 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: 201 691 449 56 261 90 139 1309 254 154 309 73 ------------|---------------||---------------||---------------||---------------| 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 2.00 1.00 2.00 2.00 1.00 2.00 2.51 0.49 2.00 2.43 0.57 Final Sat.: 3200 3400 1600 3200 3400 1600 3200 4220 780 3200 4083 917 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.20 0.28 0.02 0.08 0.06 0.04 0.31 0.33 0.05 0.08 0.08 Crit Moves: **** **** **** **** ******************************************************************************** K-591
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:56 Page 105-1 -------------------------------------------------------------------------------- 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): 0.559 Loss Time (sec): 5 Average Delay (sec/veh): 17.4 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 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 0 382 0 38 332 569 0 0 1267 370 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 0 382 0 38 332 569 0 0 1267 370 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 0 382 0 38 332 569 0 0 1267 370 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 382 0 38 332 569 0 0 1267 370 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 0 382 0 38 332 569 0 0 1267 370 ------------|---------------||---------------||---------------||---------------| 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 2.32 0.68 Final Sat.: 0 0 0 3502 0 1615 3502 5187 0 0 3878 1133 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.11 0.00 0.02 0.09 0.11 0.00 0.00 0.33 0.33 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.20 0.00 0.37 0.17 0.75 0.00 0.00 0.58 0.58 Volume/Cap: 0.00 0.00 0.00 0.56 0.00 0.06 0.56 0.15 0.00 0.00 0.56 0.56 Delay/Veh: 0.0 0.0 0.0 37.4 0.0 20.7 39.3 3.4 0.0 0.0 13.0 13.0 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 K-592
Attachment 8
AdjDel/Veh: 0.0 0.0 0.0 37.4 0.0 20.7 39.3 3.4 0.0 0.0 13.0 13.0 LOS by Move: A A A D A C D A A A B B HCM2k85thQ: 0 0 0 9 0 1 9 3 0 0 17 17 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-593
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:57 Page 106-1 -------------------------------------------------------------------------------- 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): 0.520 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: Split Phase Split Phase 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: 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 0 141 0 18 27 357 0 0 2130 490 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 0 141 0 18 27 357 0 0 2130 490 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 0 141 0 18 27 357 0 0 2130 490 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 141 0 18 27 357 0 0 2130 490 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 0 141 0 18 27 357 0 0 2130 490 OvlAdjVol: 420 ------------|---------------||---------------||---------------||---------------| 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 0.04 0.00 0.01 0.01 0.07 0.00 0.00 0.42 0.31 OvlAdjV/S: 0.26 Crit Moves: **** **** **** ******************************************************************************** K-594
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:58 Page 107-1 -------------------------------------------------------------------------------- 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): 0.929 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 108 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 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: 401 533 319 104 1021 446 219 823 275 902 1482 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: 401 533 319 104 1021 446 219 823 275 902 1482 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: 401 533 319 104 1021 446 219 823 275 902 1482 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 401 533 319 104 1021 446 219 823 275 902 1482 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: 401 533 319 104 1021 446 219 823 275 902 1482 46 OvlAdjVol: 227
------------|---------------||---------------||---------------||---------------| 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 1.25 0.75 2.00 2.00 2.00 2.00 3.00 1.00 2.00 4.00 1.00 Final Sat.: 3200 2102 1198 3200 3400 3200 3200 5100 1600 3200 6800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.25 0.27 0.03 0.30 0.14 0.07 0.16 0.17 0.28 0.22 0.03 OvlAdjV/S: 0.07
Crit Moves: **** **** **** **** ******************************************************************************** K-595
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:10:59 Page 108-1 -------------------------------------------------------------------------------- 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): 0.650 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 33 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: 230 589 190 19 1372 84 48 108 114 246 202 15 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: 230 589 190 19 1372 84 48 108 114 246 202 15 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: 230 589 190 19 1372 84 48 108 114 246 202 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 230 589 190 19 1372 84 48 108 114 246 202 15 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: 230 589 190 19 1372 84 48 108 114 246 202 15 ------------|---------------||---------------||---------------||---------------| 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 1.00 1.00 Lanes: 2.00 3.00 1.00 1.00 2.83 0.17 1.00 1.00 1.00 1.00 0.93 0.07 Final Sat.: 3200 5100 1600 1600 4723 277 1600 1700 1600 1600 1489 111 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.12 0.12 0.01 0.29 0.30 0.03 0.06 0.07 0.15 0.14 0.14 Crit Moves: **** **** **** **** ******************************************************************************** K-596
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:11:00 Page 109-1 -------------------------------------------------------------------------------- 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): 0.627 Loss Time (sec): 5 Average Delay (sec/veh): 20.8 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 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 254 843 0 0 1171 440 0 0 0 258 0 295 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: 254 843 0 0 1171 440 0 0 0 258 0 295 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: 254 843 0 0 1171 440 0 0 0 258 0 295 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 254 843 0 0 1171 440 0 0 0 258 0 295 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: 254 843 0 0 1171 440 0 0 0 258 0 295 ------------|---------------||---------------||---------------||---------------| 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 0.60 1.00 0.85 Lanes: 1.00 3.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 1805 5187 0 0 5187 1615 0 0 0 2267 0 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.16 0.00 0.00 0.23 0.27 0.00 0.00 0.00 0.11 0.00 0.18 Crit Moves: **** **** **** Green/Cycle: 0.22 0.66 0.00 0.00 0.43 0.43 0.00 0.00 0.00 0.29 0.00 0.29 Volume/Cap: 0.63 0.25 0.00 0.00 0.52 0.63 0.00 0.00 0.00 0.39 0.00 0.63 Delay/Veh: 38.1 7.0 0.0 0.0 20.9 23.8 0.0 0.0 0.0 28.7 0.0 33.4 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 K-597
Attachment 8
AdjDel/Veh: 38.1 7.0 0.0 0.0 20.9 23.8 0.0 0.0 0.0 28.7 0.0 33.4 LOS by Move: D A A A C C A A A C A C HCM2k85thQ: 12 6 0 0 15 17 0 0 0 6 0 13 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-598
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:11:01 Page 110-1 -------------------------------------------------------------------------------- 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): 0.799 Loss Time (sec): 5 Average Delay (sec/veh): 23.7 Optimal Cycle: 54 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 1191 527 371 1064 0 200 5 367 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 1191 527 371 1064 0 200 5 367 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 1191 527 371 1064 0 200 5 367 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1191 527 371 1064 0 200 5 367 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 1191 527 371 1064 0 200 5 367 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 0.95 0.95 0.85 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 0.98 0.02 1.00 0.00 0.00 0.00 Final Sat.: 0 6916 1615 1805 5187 0 1757 44 1615 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.17 0.33 0.21 0.21 0.00 0.11 0.11 0.23 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 0.42 0.80 0.80 0.31 0.00 0.40 0.40 0.80 0.00 0.00 0.00 Delay/Veh: 0.0 21.2 32.8 44.2 7.1 0.0 29.4 29.4 42.7 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 21.2 32.8 44.2 7.1 0.0 29.4 29.4 42.7 0.0 0.0 0.0 LOS by Move: A C C D A A C C D A A A HCM2k85thQ: 0 11 24 19 8 0 8 8 19 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-599
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:11:01 Page 111-1 -------------------------------------------------------------------------------- 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): 0.651 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 33 Level Of Service: B ******************************************************************************** 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: 16 1244 23 162 1222 128 242 59 48 49 26 215 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: 16 1244 23 162 1222 128 242 59 48 49 26 215 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: 16 1244 23 162 1222 128 242 59 48 49 26 215 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 16 1244 23 162 1222 128 242 59 48 49 26 215 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: 16 1244 23 162 1222 128 242 59 48 49 26 215 ------------|---------------||---------------||---------------||---------------| 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 3.93 0.07 1.00 2.72 0.28 1.00 0.55 0.45 1.00 0.11 0.89 Final Sat.: 1600 6584 116 1600 4545 455 1600 882 718 1600 173 1427 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.19 0.20 0.10 0.27 0.28 0.15 0.07 0.07 0.03 0.15 0.15 Crit Moves: **** **** **** **** ******************************************************************************** K-600
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:11:02 Page 112-1 -------------------------------------------------------------------------------- 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): 0.636 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 31 Level Of Service: B ******************************************************************************** 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: 129 502 95 113 1135 127 104 258 254 263 348 166 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: 129 502 95 113 1135 127 104 258 254 263 348 166 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: 129 502 95 113 1135 127 104 258 254 263 348 166 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 129 502 95 113 1135 127 104 258 254 263 348 166 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: 129 502 95 113 1135 127 104 258 254 263 348 166 ------------|---------------||---------------||---------------||---------------| 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 1.05 1.00 1.00 1.06 1.00 1.00 1.05 1.00 Lanes: 1.00 2.52 0.48 1.00 2.70 0.30 1.00 1.01 0.99 2.00 1.35 0.65 Final Sat.: 1600 4236 764 1600 4517 483 1600 1713 1588 3200 2267 1033 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.12 0.12 0.07 0.25 0.26 0.07 0.15 0.16 0.08 0.15 0.16 Crit Moves: **** **** **** **** ******************************************************************************** K-601
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:11:02 Page 113-1 -------------------------------------------------------------------------------- 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): 0.652 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 33 Level Of Service: B ******************************************************************************** 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: 98 412 133 126 1082 72 49 343 133 315 433 153 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: 98 412 133 126 1082 72 49 343 133 315 433 153 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: 98 412 133 126 1082 72 49 343 133 315 433 153 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 98 412 133 126 1082 72 49 343 133 315 433 153 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: 98 412 133 126 1082 72 49 343 133 315 433 153 OvlAdjVol: 0 27 ------------|---------------||---------------||---------------||---------------| 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: 1.00 3.02 0.98 1.00 2.81 0.19 1.00 1.00 1.00 2.00 1.00 1.00 Final Sat.: 1600 5138 1562 1600 4701 299 1600 1700 1600 3200 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.08 0.09 0.08 0.23 0.24 0.03 0.20 0.08 0.10 0.25 0.10 OvlAdjV/S: 0.00 0.02 Crit Moves: **** **** **** **** ******************************************************************************** K-602
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:11:03 Page 114-1 -------------------------------------------------------------------------------- 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): 0.449 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 22 Level Of Service: A ******************************************************************************** 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: 0 321 311 403 1140 0 0 0 0 844 0 249 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: 0 321 311 403 1140 0 0 0 0 844 0 249 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: 0 321 311 403 1140 0 0 0 0 844 0 249 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 321 311 403 1140 0 0 0 0 844 0 249 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: 0 321 311 403 1140 0 0 0 0 844 0 249 OvlAdjVol: 30 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 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 0.06 0.19 0.13 0.22 0.00 0.00 0.00 0.00 0.18 0.00 0.08 OvlAdjV/S: 0.02 0.00 Crit Moves: **** **** **** ******************************************************************************** K-603
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:11:04 Page 115-1 -------------------------------------------------------------------------------- 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): 1.273 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: 92 567 283 1076 3008 401 834 1089 658 187 276 233 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: 92 567 283 1076 3008 401 834 1089 658 187 276 233 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: 92 567 283 1076 3008 401 834 1089 658 187 276 233 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 92 567 283 1076 3008 401 834 1089 658 187 276 233 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: 92 567 283 1076 3008 401 834 1089 658 187 276 233 OvlAdjVol: 190 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 1.06 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 1.25 0.75 2.00 2.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 2095 1205 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.11 0.18 0.34 0.59 0.25 0.26 0.52 0.55 0.06 0.08 0.15 OvlAdjV/S: 0.12 0.00 0.00 Crit Moves: **** **** **** **** ******************************************************************************** K-604
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:11:04 Page 116-1 -------------------------------------------------------------------------------- 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): 1.099 Loss Time (sec): 5 Average Delay (sec/veh): 41.0 Optimal Cycle: 180 Level Of Service: D ******************************************************************************** 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 65 0 71 0 647 1161 496 1240 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 65 0 71 0 647 1161 496 1240 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 65 0 71 0 647 1161 496 1240 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 65 0 71 0 647 1161 496 1240 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 65 0 71 0 647 1161 496 1240 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 0.88 1.00 0.77 1.00 0.82 0.82 0.95 0.91 1.00 Lanes: 0.00 0.00 0.00 1.44 0.00 1.56 0.00 2.00 1.00 1.00 3.00 0.00 Final Sat.: 0 0 0 2417 0 2277 0 3126 1563 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.03 0.00 0.03 0.00 0.21 0.74 0.27 0.24 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.02 0.00 0.05 0.00 0.68 0.68 0.25 0.93 0.00 Volume/Cap: 0.00 0.00 0.00 0.90 0.00 0.65 0.00 0.31 1.10 1.10 0.26 0.00 Delay/Veh: 0.0 0.0 0.0 94.5 0.0 54.0 0.0 6.6 70.6 109.4 0.4 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: 0.0 0.0 0.0 94.5 0.0 54.0 0.0 6.6 70.6 109.4 0.4 0.0 LOS by Move: A A A F A D A A E F A A K-605
Attachment 8
HCM2k85thQ: 0 0 0 5 0 4 0 7 77 36 2 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-606
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP AM Peak Hour Thu Oct 22, 2020 14:11:05 Page 117-1 -------------------------------------------------------------------------------- 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): 0.906 Loss Time (sec): 5 Average Delay (sec/veh): 23.5 Optimal Cycle: 93 Level Of Service: C ******************************************************************************** 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: 440 0 423 0 0 0 222 526 0 0 1241 863 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: 440 0 423 0 0 0 222 526 0 0 1241 863 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: 440 0 423 0 0 0 222 526 0 0 1241 863 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 440 0 423 0 0 0 222 526 0 0 1241 863 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: 440 0 423 0 0 0 222 526 0 0 1241 863 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.75 1.00 0.74 1.00 1.00 1.00 0.95 0.91 1.00 1.00 0.85 0.85 Lanes: 1.51 0.00 1.49 0.00 0.00 0.00 1.00 3.00 0.00 0.00 2.00 1.00 Final Sat.: 2135 0 2097 0 0 0 1805 5187 0 0 3247 1624 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.21 0.00 0.20 0.00 0.00 0.00 0.12 0.10 0.00 0.00 0.38 0.53 Crit Moves: **** **** **** Green/Cycle: 0.23 0.00 0.45 0.00 0.00 0.00 0.14 0.72 0.00 0.00 0.59 0.59 Volume/Cap: 0.91 0.00 0.44 0.00 0.00 0.00 0.91 0.14 0.00 0.00 0.65 0.91 Delay/Veh: 49.8 0.0 18.8 0.0 0.0 0.0 76.1 4.3 0.0 0.0 14.3 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 AdjDel/Veh: 49.8 0.0 18.8 0.0 0.0 0.0 76.1 4.3 0.0 0.0 14.3 23.8 LOS by Move: D A B A A A E A A A B C HCM2k85thQ: 18 0 10 0 0 0 15 3 0 0 21 42 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-607
Attachment 8
APPENDIX D.4
ANALYSIS WORKSHEETS –
2045 NP (PM Peak Hour)

K-608
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:12:44 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Scenario Report
Scenario: 2045 NP PM Peak Hour
Command: Default Command
Volume: 2045 NP PM
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-609
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:15:55 Page 2-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- 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 0.857 D xxxxx 0.857 + 0.000 V/C # 2 Euclid St and McFadden Ave D xxxxx 0.896 D xxxxx 0.896 + 0.000 V/C # 3 Euclid St and Edinger Ave D xxxxx 0.888 D xxxxx 0.888 + 0.000 V/C # 4 Newhope St and Hazard Ave C xxxxx 0.721 C xxxxx 0.721 + 0.000 V/C # 5 Newhope St and McFadden Ave C xxxxx 0.777 C xxxxx 0.777 + 0.000 V/C # 6 Harbor Blvd and SR-22 WB Off-R C 24.2 0.802 C 24.2 0.802 + 0.000 D/V # 7 Trask Avenue and SR-22 EB On-R B 13.6 0.533 B 13.6 0.533 + 0.000 D/V # 8 Harbor Blvd and Westminster Av D xxxxx 0.882 D xxxxx 0.882 + 0.000 V/C # 9 Harbor Blvd and 1st St C xxxxx 0.778 C xxxxx 0.778 + 0.000 V/C # 10 Harbor Blvd and McFadden Ave D xxxxx 0.812 D xxxxx 0.812 + 0.000 V/C # 11 Harbor Blvd and Edinger Ave C xxxxx 0.725 C xxxxx 0.725 + 0.000 V/C # 12 Harbor Blvd and Warner Ave F xxxxx 1.536 F xxxxx 1.536 + 0.000 V/C # 13 Harbor Blvd and Segerstrom Ave E xxxxx 0.921 E xxxxx 0.921 + 0.000 V/C # 14 MacArthur Blvd and Hyland Ave E xxxxx 0.917 E xxxxx 0.917 + 0.000 V/C # 15 MacArthur Blvd and Harbor Blvd C xxxxx 0.783 C xxxxx 0.783 + 0.000 V/C # 16 Harbor Blvd and Sunflower Ave C xxxxx 0.717 C xxxxx 0.717 + 0.000 V/C # 17 Harbor Blvd and I-405 NB Off-R B 18.3 0.699 B 18.3 0.699 + 0.000 D/V # 18 Harbor Blvd and I-405 SB Off-R B 17.9 0.667 B 17.9 0.667 + 0.000 D/V # 19 Fairview St and Civic Center D C xxxxx 0.757 C xxxxx 0.757 + 0.000 V/C # 20 Fairview St and 1st St D xxxxx 0.898 D xxxxx 0.898 + 0.000 V/C # 21 Fairview St and McFadden Ave C xxxxx 0.776 C xxxxx 0.776 + 0.000 V/C # 22 Fairview St and Edinger Ave E xxxxx 0.916 E xxxxx 0.916 + 0.000 V/C # 23 Fairview St and Warner Ave C xxxxx 0.796 C xxxxx 0.796 + 0.000 V/C # 24 Fairview St and MacArthur Blvd C xxxxx 0.768 C xxxxx 0.768 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-610
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:15:56 Page 2-2 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 25 Fairview Rd and Sunflower Ave C xxxxx 0.715 C xxxxx 0.715 + 0.000 V/C # 26 Greenville St and Edinger Ave A xxxxx 0.595 A xxxxx 0.595 + 0.000 V/C # 27 Greenville St and Segerstrom A C xxxxx 0.777 C xxxxx 0.777 + 0.000 V/C # 28 Raitt St and McFadden Ave C xxxxx 0.758 C xxxxx 0.758 + 0.000 V/C # 29 Raitt St and Edinger Ave E xxxxx 0.986 E xxxxx 0.986 + 0.000 V/C # 30 Bear St and MacArthur Blvd D xxxxx 0.851 D xxxxx 0.851 + 0.000 V/C # 31 Bristol St and 17th St D xxxxx 0.823 D xxxxx 0.823 + 0.000 V/C # 32 Bristol St and Civic Center Dr E xxxxx 0.911 E xxxxx 0.911 + 0.000 V/C # 33 Bristol St and Santa Ana Blvd D xxxxx 0.853 D xxxxx 0.853 + 0.000 V/C # 34 Bristol St and 1st St D xxxxx 0.826 D xxxxx 0.826 + 0.000 V/C # 35 Bristol St and McFadden Ave F xxxxx 1.028 F xxxxx 1.028 + 0.000 V/C # 36 Bristol St and Warner Ave D xxxxx 0.847 D xxxxx 0.847 + 0.000 V/C # 37 Bristol St and Segerstrom Ave D xxxxx 0.870 D xxxxx 0.870 + 0.000 V/C # 38 Bristol St and Alton Ave B xxxxx 0.633 B xxxxx 0.633 + 0.000 V/C # 39 Bristol St and MacArthur Blvd C xxxxx 0.765 C xxxxx 0.765 + 0.000 V/C # 40 Bristol St and Sunflower Ave B xxxxx 0.692 B xxxxx 0.692 + 0.000 V/C # 41 Bristol St and I-405 NB Ramps C 28.5 0.825 C 28.5 0.825 + 0.000 D/V # 42 Bristol St and I-405 SB Ramps B 18.3 0.617 B 18.3 0.617 + 0.000 D/V # 43 Flower St and Santa Ana Blvd D xxxxx 0.857 D xxxxx 0.857 + 0.000 V/C # 44 Flower St and 1st St D xxxxx 0.877 D xxxxx 0.877 + 0.000 V/C # 45 Flower St and McFadden Ave F xxxxx 1.037 F xxxxx 1.037 + 0.000 V/C # 46 Flower St and Segerstrom Ave D xxxxx 0.866 D xxxxx 0.866 + 0.000 V/C # 47 Flower St and MacArthur Blvd E xxxxx 0.900 E xxxxx 0.900 + 0.000 V/C # 48 Main St and La Veta Ave B xxxxx 0.696 B xxxxx 0.696 + 0.000 V/C # 49 Main St and Mainplace Dr / Mem A xxxxx 0.556 A xxxxx 0.556 + 0.000 V/C # 50 Main St and 17th St C xxxxx 0.760 C xxxxx 0.760 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-611
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:15:57 Page 2-3 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 51 Main St and Civic Center Dr E xxxxx 0.965 E xxxxx 0.965 + 0.000 V/C # 52 Main St and Santa Ana Blvd C xxxxx 0.792 C xxxxx 0.792 + 0.000 V/C # 53 Main St and 4th St A xxxxx 0.447 A xxxxx 0.447 + 0.000 V/C # 54 Main St and 1st St C xxxxx 0.744 C xxxxx 0.744 + 0.000 V/C # 55 Main St and McFadden Ave E xxxxx 0.925 E xxxxx 0.925 + 0.000 V/C # 56 Main St and Edinger Ave D xxxxx 0.867 D xxxxx 0.867 + 0.000 V/C # 57 Main St and MacArthur Blvd C xxxxx 0.749 C xxxxx 0.749 + 0.000 V/C # 58 Penn Wy and 17th St C 25.5 0.872 C 25.5 0.872 + 0.000 D/V # 59 I-5 NB Off Ramps/17th Street B 19.0 0.587 B 19.0 0.587 + 0.000 D/V # 60 Penn Wy and I-5 SB Ramps C 23.0 0.573 C 23.0 0.573 + 0.000 D/V # 61 Santiago St and Civic Center D F 110.0 1.369 F 110.0 1.369 + 0.000 V/C # 62 Santiago St and Santa Ana Blvd F xxxxx 1.017 F xxxxx 1.017 + 0.000 V/C # 63 Standard Ave and 4th St D xxxxx 0.893 D xxxxx 0.893 + 0.000 V/C # 64 Standard Ave and 1st St E xxxxx 0.968 E xxxxx 0.968 + 0.000 V/C # 65 Standard Ave and Mcfadden Ave D xxxxx 0.828 D xxxxx 0.828 + 0.000 V/C # 66 Halladay St and Warner Ave E xxxxx 0.975 E xxxxx 0.975 + 0.000 V/C # 67 Halladay St and Dyer Rd F xxxxx 1.057 F xxxxx 1.057 + 0.000 V/C # 68 SR-55 SB Ramps and MacArthur B B 17.8 0.567 B 17.8 0.567 + 0.000 D/V # 69 SR-55 NB Ramps and MacArthur B B 14.6 0.484 B 14.6 0.484 + 0.000 D/V # 70 SR-55 SB Ramps and Dyer Rd C 26.5 0.663 C 26.5 0.663 + 0.000 D/V # 71 Glassell St and La Veta Ave C xxxxx 0.744 C xxxxx 0.744 + 0.000 V/C # 72 Glassell St and SR-22 WB Ramps C 30.5 0.910 C 30.5 0.910 + 0.000 D/V # 73 Grand Ave / Glassell St and SR C 31.6 0.931 C 31.6 0.931 + 0.000 D/V # 74 Grand Ave and Fairhaven Ave C xxxxx 0.717 C xxxxx 0.717 + 0.000 V/C # 75 Grand Ave and Santa Clara Ave D xxxxx 0.808 D xxxxx 0.808 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-612
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:15:57 Page 2-4 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 76 Grand Ave and 17th St D xxxxx 0.856 D xxxxx 0.856 + 0.000 V/C # 77 Grand Ave and I-5 NB Ramps B 10.1 0.696 B 10.1 0.696 + 0.000 D/V # 78 Grand Ave and Santa Ana Blvd C 25.3 0.721 C 25.3 0.721 + 0.000 D/V # 79 Grand Ave and 1st St C xxxxx 0.731 C xxxxx 0.731 + 0.000 V/C # 80 Grand Ave and Chestnut Ave B xxxxx 0.688 B xxxxx 0.688 + 0.000 V/C # 81 Grand Ave and McFadden Ave D xxxxx 0.821 D xxxxx 0.821 + 0.000 V/C # 82 Grand Ave and Edinger Ave F xxxxx 1.004 F xxxxx 1.004 + 0.000 V/C # 83 Grand Ave and Warner Ave D xxxxx 0.827 D xxxxx 0.827 + 0.000 V/C # 84 SR-55 NB Ramps and Dyer Rd A 5.7 0.362 A 5.7 0.362 + 0.000 D/V # 85 Cambridge St and La Veta Ave C 19.7 0.779 C 19.7 0.779 + 0.000 V/C # 86 Cambridge St and Fairhaven Ave A xxxxx 0.454 A xxxxx 0.454 + 0.000 V/C # 87 Mabury St and 1st Street C 27.1 0.674 C 27.1 0.674 + 0.000 D/V # 88 Tustin St and La Veta Ave A xxxxx 0.381 A xxxxx 0.381 + 0.000 V/C # 89 Tustin St and SR-22 WB On-Ramp B 11.1 0.391 B 11.1 0.391 + 0.000 D/V # 90 Tustin St and SR-22 EB Off-Ram C 23.1 0.679 C 23.1 0.679 + 0.000 D/V # 91 Tustin Ave and Fairhaven Ave B xxxxx 0.685 B xxxxx 0.685 + 0.000 V/C # 92 Tustin Ave and Santa Clara Ave C xxxxx 0.709 C xxxxx 0.709 + 0.000 V/C # 93 Tustin Ave and 17th St C xxxxx 0.797 C xxxxx 0.797 + 0.000 V/C # 94 Tustin Ave and 4th St C xxxxx 0.708 C xxxxx 0.708 + 0.000 V/C # 95 SR-55 SB Ramps / Auto Mall Dr C 25.5 0.702 C 25.5 0.702 + 0.000 D/V # 96 SR-55 NB Ramps / Del Amo Ave a D 39.1 0.895 D 39.1 0.895 + 0.000 D/V # 97 Red Hill Ave and Edinger Ave D xxxxx 0.853 D xxxxx 0.853 + 0.000 V/C # 98 Red Hill Ave and Warner Ave D xxxxx 0.875 D xxxxx 0.875 + 0.000 V/C # 99 Red Hill Ave and Dyer Rd / bar A xxxxx 0.537 A xxxxx 0.537 + 0.000 V/C #100 Red Hill Ave and Alton Pkwy F xxxxx 1.184 F xxxxx 1.184 + 0.000 V/C #101 Red Hill Ave and MacArthur Blv C xxxxx 0.702 C xxxxx 0.702 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-613
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:15:58 Page 2-5 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
#102 Red Hill Ave and Main St D xxxxx 0.813 D xxxxx 0.813 + 0.000 V/C #103 I-5 SB Ramps and Santa Ana Blv B 18.4 0.487 B 18.4 0.487 + 0.000 D/V #104 Tustin Ranch Rd and Warner Ave B xxxxx 0.645 B xxxxx 0.645 + 0.000 V/C #105 Von Karman Ave and Barranca Pk F xxxxx 1.228 F xxxxx 1.228 + 0.000 V/C #106 Red Hill Avenue and El Camino C xxxxx 0.779 C xxxxx 0.779 + 0.000 V/C #107 Red Hill Avenue and I-5 NB Ram C 23.7 0.634 C 23.7 0.634 + 0.000 D/V #108 Red Hill Avenue and I-5 SB Ram C 22.2 0.695 C 22.2 0.695 + 0.000 D/V #109 Red Hill Avenue and Nisson Roa B xxxxx 0.693 B xxxxx 0.693 + 0.000 V/C #110 Red Hill Avenue and Walnut Ave C xxxxx 0.739 C xxxxx 0.739 + 0.000 V/C #111 Red Hill Avenue and Valencia A C xxxxx 0.738 C xxxxx 0.738 + 0.000 V/C #112 Tustin Ranch Road and Warner A D xxxxx 0.885 D xxxxx 0.885 + 0.000 V/C #113 Tustin Ranch Road and Walnut A F xxxxx 1.715 F xxxxx 1.715 + 0.000 V/C #114 SR-55 SB Ramps and Irvine Boul C 25.6 0.915 C 25.6 0.915 + 0.000 D/V #115 SR-55 NB Ramps and Irvine Boul C 22.9 0.932 C 22.9 0.932 + 0.000 D/V Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-614
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:15:58 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): 0.857 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 67 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: 169 1569 126 152 866 164 212 678 106 209 877 209 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 1569 126 152 866 164 212 678 106 209 877 209 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 1569 126 152 866 164 212 678 106 209 877 209 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 169 1569 126 152 866 164 212 678 106 209 877 209 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 1569 126 152 866 164 212 678 106 209 877 209 ------------|---------------||---------------||---------------||---------------| 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 2.78 0.22 1.00 2.52 0.48 1.00 2.59 0.41 1.00 2.42 0.58 Final Sat.: 1600 4643 357 1600 4236 764 1600 4351 649 1600 4076 924 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.34 0.35 0.10 0.20 0.21 0.13 0.16 0.16 0.13 0.22 0.23 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-615
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:15:59 Page 4-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- 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): 0.896 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: 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: 242 1973 127 96 1179 143 207 475 210 114 479 221 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 1973 127 96 1179 143 207 475 210 114 479 221 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 1973 127 96 1179 143 207 475 210 114 479 221 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 242 1973 127 96 1179 143 207 475 210 114 479 221 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 1973 127 96 1179 143 207 475 210 114 479 221 ------------|---------------||---------------||---------------||---------------| 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: 1.00 2.82 0.18 1.00 2.68 0.32 1.00 1.39 0.61 1.00 1.37 0.63 Final Sat.: 1600 4710 290 1600 4481 519 1600 2319 981 1600 2290 1010 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.42 0.44 0.06 0.26 0.28 0.13 0.20 0.21 0.07 0.21 0.22 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-616
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:00 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): 0.888 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 80 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 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 539 1610 115 136 897 228 141 544 163 128 1181 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: 539 1610 115 136 897 228 141 544 163 128 1181 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: 539 1610 115 136 897 228 141 544 163 128 1181 191 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 539 1610 115 136 897 228 141 544 163 128 1181 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: 539 1610 115 136 897 228 141 544 163 128 1181 191 ------------|---------------||---------------||---------------||---------------| 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 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.80 0.20 2.00 2.39 0.61 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3200 4680 320 3200 4027 973 1600 3400 1600 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.17 0.34 0.36 0.04 0.22 0.23 0.09 0.16 0.10 0.08 0.35 0.12 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-617
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:00 Page 6-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- 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): 0.721 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: 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: 105 1159 45 46 982 117 75 148 91 88 556 160 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 1159 45 46 982 117 75 148 91 88 556 160 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 1159 45 46 982 117 75 148 91 88 556 160 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 105 1159 45 46 982 117 75 148 91 88 556 160 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 1159 45 46 982 117 75 148 91 88 556 160 ------------|---------------||---------------||---------------||---------------| 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 1.04 1.00 Lanes: 1.00 1.93 0.07 1.00 1.79 0.21 1.00 1.24 0.76 1.00 1.55 0.45 Final Sat.: 1600 3180 120 1600 2959 341 1600 2082 1218 1600 2585 715 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.36 0.38 0.03 0.33 0.34 0.05 0.07 0.07 0.06 0.22 0.22 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-618
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:01 Page 7-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- 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): 0.777 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 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: 188 1009 177 140 625 121 61 372 54 104 574 164 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 1009 177 140 625 121 61 372 54 104 574 164 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 1009 177 140 625 121 61 372 54 104 574 164 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 188 1009 177 140 625 121 61 372 54 104 574 164 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 1009 177 140 625 121 61 372 54 104 574 164 ------------|---------------||---------------||---------------||---------------| 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 1.70 0.30 1.00 1.68 0.32 1.00 1.75 0.25 1.00 1.56 0.44 Final Sat.: 1600 2822 478 1600 2781 519 1600 2894 406 1600 2589 711 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.36 0.37 0.09 0.22 0.23 0.04 0.13 0.13 0.07 0.22 0.23 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-619
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:02 Page 8-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- 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): 0.802 Loss Time (sec): 5 Average Delay (sec/veh): 24.2 Optimal Cycle: 55 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: 109 2457 0 0 1801 58 102 0 86 576 78 165 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 2457 0 0 1801 58 102 0 86 576 78 165 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 2457 0 0 1801 58 102 0 86 576 78 165 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 109 2457 0 0 1801 58 102 0 86 576 78 165 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 2457 0 0 1801 58 102 0 86 576 78 165 ------------|---------------||---------------||---------------||---------------| 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 0.91 1.00 0.91 0.96 0.96 0.85 Lanes: 1.00 3.00 0.00 0.00 2.91 0.09 0.54 0.00 0.46 1.76 0.24 1.00 Final Sat.: 1805 5187 0 0 5000 161 942 0 794 3206 434 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.47 0.00 0.00 0.36 0.36 0.11 0.00 0.11 0.18 0.18 0.10 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.59 0.00 0.00 0.51 0.51 0.14 0.00 0.14 0.22 0.22 0.22 Volume/Cap: 0.71 0.80 0.00 0.00 0.71 0.71 0.80 0.00 0.80 0.80 0.80 0.46 Delay/Veh: 59.1 17.5 0.0 0.0 20.0 20.0 59.6 0.0 59.6 42.4 42.4 34.4 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: 59.1 17.5 0.0 0.0 20.0 20.0 59.6 0.0 59.6 42.4 42.4 34.4 LOS by Move: E B A A C C E A E D D C HCM2k85thQ: 7 33 0 0 25 25 12 0 12 18 18 7 ******************************************************************************** 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-620
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:02 Page 9-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- 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): 0.533 Loss Time (sec): 5 Average Delay (sec/veh): 13.6 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 0 927 695 0 0 786 74 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 0 927 695 0 0 786 74 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 0 927 695 0 0 786 74 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 927 695 0 0 786 74 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 0 927 695 0 0 786 74 ------------|---------------||---------------||---------------||---------------| 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 0.94 0.94 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1.00 0.00 0.00 1.83 0.17 Final Sat.: 0 0 0 0 0 0 3502 1900 0 0 3256 307 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.26 0.37 0.00 0.00 0.24 0.24 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.50 0.95 0.00 0.00 0.45 0.45 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.39 0.00 0.00 0.53 0.53 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 17.5 0.3 0.0 0.0 20.1 20.1 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 17.5 0.3 0.0 0.0 20.1 20.1 LOS by Move: A A A A A A B A A A C C HCM2k85thQ: 0 0 0 0 0 0 15 3 0 0 15 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-621
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:03 Page 10-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- 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): 0.882 Loss Time (sec): 0 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 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 3 0 1 1 0 3 0 1 1 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 237 1178 279 254 1752 202 215 768 37 357 1238 281 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: 237 1178 279 254 1752 202 215 768 37 357 1238 281 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: 237 1178 279 254 1752 202 215 768 37 357 1238 281 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 237 1178 279 254 1752 202 215 768 37 357 1238 281 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: 237 1178 279 254 1752 202 215 768 37 357 1238 281 ------------|---------------||---------------||---------------||---------------| 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 2.86 0.14 1.00 3.00 1.00 Final Sat.: 1600 5100 1600 1600 5100 1600 1600 4779 221 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.23 0.17 0.16 0.34 0.13 0.13 0.16 0.17 0.22 0.24 0.18 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-622
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:04 Page 11-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- 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): 0.778 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 3 0 1 1 0 3 0 1 2 0 2 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 290 1497 166 245 1073 145 179 730 138 199 929 151 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: 290 1497 166 245 1073 145 179 730 138 199 929 151 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: 290 1497 166 245 1073 145 179 730 138 199 929 151 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 290 1497 166 245 1073 145 179 730 138 199 929 151 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: 290 1497 166 245 1073 145 179 730 138 199 929 151 ------------|---------------||---------------||---------------||---------------| 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 1.05 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 4237 763 3200 4329 671 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.18 0.29 0.10 0.15 0.21 0.09 0.06 0.17 0.18 0.06 0.21 0.23 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-623
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:04 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): 0.812 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 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 169 1737 127 256 1094 99 241 585 73 198 474 137 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: 169 1737 127 256 1094 99 241 585 73 198 474 137 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: 169 1737 127 256 1094 99 241 585 73 198 474 137 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 169 1737 127 256 1094 99 241 585 73 198 474 137 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: 169 1737 127 256 1094 99 241 585 73 198 474 137 ------------|---------------||---------------||---------------||---------------| 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 1.05 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 2945 355 1600 2582 718 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.34 0.08 0.08 0.24 0.25 0.15 0.20 0.21 0.12 0.18 0.19 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-624
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:05 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): 0.725 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: 2 0 3 0 1 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 254 1597 193 290 843 77 109 460 81 196 1138 379 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: 254 1597 193 290 843 77 109 460 81 196 1138 379 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: 254 1597 193 290 843 77 109 460 81 196 1138 379 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 254 1597 193 290 843 77 109 460 81 196 1138 379 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: 254 1597 193 290 843 77 109 460 81 196 1138 379 ------------|---------------||---------------||---------------||---------------| 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 4281 719 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.31 0.12 0.09 0.17 0.05 0.03 0.11 0.11 0.06 0.22 0.24 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-625
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:06 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): 1.536 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: 762 3656 275 262 1457 174 217 1539 352 249 2589 827 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 3656 275 262 1457 174 217 1539 352 249 2589 827 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 3656 275 262 1457 174 217 1539 352 249 2589 827 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 762 3656 275 262 1457 174 217 1539 352 249 2589 827 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 3656 275 262 1457 174 217 1539 352 249 2589 827 ------------|---------------||---------------||---------------||---------------| 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 4664 336 3200 5100 1600 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.24 0.78 0.82 0.08 0.29 0.11 0.07 0.30 0.22 0.08 0.51 0.52 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-626
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:06 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): 0.921 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: 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: 273 1717 55 87 986 87 118 585 192 117 1269 461 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: 273 1717 55 87 986 87 118 585 192 117 1269 461 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: 273 1717 55 87 986 87 118 585 192 117 1269 461 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 273 1717 55 87 986 87 118 585 192 117 1269 461 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: 273 1717 55 87 986 87 118 585 192 117 1269 461 ------------|---------------||---------------||---------------||---------------| 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 4851 149 1600 4611 389 1600 2509 791 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.35 0.37 0.05 0.21 0.22 0.07 0.23 0.24 0.07 0.37 0.29 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-627
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): 0.917 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-628
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): 0.783 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: 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: 558 1441 83 204 1028 169 140 489 181 81 1373 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: 558 1441 83 204 1028 169 140 489 181 81 1373 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: 558 1441 83 204 1028 169 140 489 181 81 1373 258 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 558 1441 83 204 1028 169 140 489 181 81 1373 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: 558 1441 83 204 1028 169 140 489 181 81 1373 258 ------------|---------------||---------------||---------------||---------------| 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: 0.17 0.28 0.05 0.06 0.20 0.11 0.09 0.10 0.11 0.05 0.27 0.16 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-629
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2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:08 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): 0.717 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: 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: 154 1532 228 114 1417 43 81 220 229 301 632 236 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: 154 1532 228 114 1417 43 81 220 229 301 632 236 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: 154 1532 228 114 1417 43 81 220 229 301 632 236 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 154 1532 228 114 1417 43 81 220 229 301 632 236 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: 154 1532 228 114 1417 43 81 220 229 301 632 236 ------------|---------------||---------------||---------------||---------------| 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: 0.05 0.30 0.14 0.04 0.28 0.03 0.05 0.13 0.14 0.19 0.27 0.24 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-630
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:08 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 NB Off-Ramp
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.699 Loss Time (sec): 5 Average Delay (sec/veh): 18.3 Optimal Cycle: 39 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 1529 0 0 2570 0 0 0 0 496 0 801 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 2570 0 0 0 0 496 0 801 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 2570 0 0 0 0 496 0 801 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1529 0 0 2570 0 0 0 0 496 0 801 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 2570 0 0 0 0 496 0 801 ------------|---------------||---------------||---------------||---------------| 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 0.37 0.00 0.00 0.00 0.00 0.21 0.00 0.29 Crit Moves: **** **** **** Green/Cycle: 0.00 0.53 0.00 0.00 0.53 0.00 0.00 0.00 0.00 0.42 0.00 0.42 Volume/Cap: 0.00 0.42 0.00 0.00 0.70 0.00 0.00 0.00 0.00 0.51 0.00 0.70 Delay/Veh: 0.0 14.2 0.0 0.0 18.1 0.0 0.0 0.0 0.0 21.6 0.0 25.1 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 14.2 0.0 0.0 18.1 0.0 0.0 0.0 0.0 21.6 0.0 25.1 LOS by Move: A B A A B A A A A C A C HCM2k85thQ: 0 12 0 0 25 0 0 0 0 13 0 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-631
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:09 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 SB Off-Ramp
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.667 Loss Time (sec): 5 Average Delay (sec/veh): 17.9 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 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 1881 0 0 2281 0 177 0 815 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 1881 0 0 2281 0 177 0 815 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 1881 0 0 2281 0 177 0 815 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1881 0 0 2281 0 177 0 815 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 1881 0 0 2281 0 177 0 815 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 0.33 0.00 0.09 0.00 0.27 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.54 0.00 0.00 0.54 0.00 0.41 0.00 0.41 0.00 0.00 0.00 Volume/Cap: 0.00 0.67 0.00 0.00 0.61 0.00 0.22 0.00 0.67 0.00 0.00 0.00 Delay/Veh: 0.0 17.0 0.0 0.0 15.8 0.0 19.4 0.0 25.3 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 17.0 0.0 0.0 15.8 0.0 19.4 0.0 25.3 0.0 0.0 0.0 LOS by Move: A B A A B A B A C A A A HCM2k85thQ: 0 23 0 0 20 0 5 0 18 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-632
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2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:10 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): 0.757 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 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: 6 1690 475 192 1784 0 2 6 4 424 0 157 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: 6 1690 475 192 1784 0 2 6 4 424 0 157 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 1690 475 192 1784 0 2 6 4 424 0 157 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 6 1690 475 192 1784 0 2 6 4 424 0 157 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 1690 475 192 1784 0 2 6 4 424 0 157 ------------|---------------||---------------||---------------||---------------| 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 0.33 1.00 0.67 2.00 0.00 1.00 Final Sat.: 1600 3947 1053 1600 5000 0 533 1600 1067 3200 0 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.43 0.45 0.12 0.36 0.00 0.00 0.00 0.00 0.13 0.00 0.10 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-633
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2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:10 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): 0.898 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 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: 169 1241 112 236 1468 291 193 781 136 140 1060 164 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 1241 112 236 1468 291 193 781 136 140 1060 164 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 1241 112 236 1468 291 193 781 136 140 1060 164 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 169 1241 112 236 1468 291 193 781 136 140 1060 164 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 1241 112 236 1468 291 193 781 136 140 1060 164 ------------|---------------||---------------||---------------||---------------| 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 4206 794 1600 4288 712 1600 4357 643 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.24 0.07 0.15 0.35 0.37 0.12 0.18 0.19 0.09 0.24 0.26 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-634
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2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:11 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): 0.776 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: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 164 1507 131 191 1553 242 158 427 106 158 545 134 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: 164 1507 131 191 1553 242 158 427 106 158 545 134 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: 164 1507 131 191 1553 242 158 427 106 158 545 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 164 1507 131 191 1553 242 158 427 106 158 545 134 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: 164 1507 131 191 1553 242 158 427 106 158 545 134 ------------|---------------||---------------||---------------||---------------| 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 2664 636 1600 2668 632 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.30 0.08 0.12 0.30 0.15 0.10 0.16 0.17 0.10 0.20 0.21 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-635
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:12 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): 0.916 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 97 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 2 0 2 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 184 1759 108 204 635 156 205 628 168 650 1375 302 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: 184 1759 108 204 635 156 205 628 168 650 1375 302 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: 184 1759 108 204 635 156 205 628 168 650 1375 302 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 184 1759 108 204 635 156 205 628 168 650 1375 302 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: 184 1759 108 204 635 156 205 628 168 650 1375 302 ------------|---------------||---------------||---------------||---------------| 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 4722 278 3200 4053 947 3200 3987 1013 3200 4136 864 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.37 0.39 0.06 0.16 0.16 0.06 0.16 0.17 0.20 0.33 0.35 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-636
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-------------------------------------------------------------------------------- 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): 0.796 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 2 1 0 2 0 2 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 213 1695 158 182 921 93 168 815 126 168 989 214 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 1695 158 182 921 93 168 815 126 168 989 214 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 1695 158 182 921 93 168 815 126 168 989 214 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 213 1695 158 182 921 93 168 815 126 168 989 214 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 1695 158 182 921 93 168 815 126 168 989 214 ------------|---------------||---------------||---------------||---------------| 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 4357 643 3200 4146 854 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.37 0.39 0.06 0.20 0.21 0.05 0.19 0.20 0.05 0.24 0.25 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-637
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:13 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): 0.768 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 2 1 0 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 225 1550 84 171 955 88 240 627 211 167 1272 223 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: 225 1550 84 171 955 88 240 627 211 167 1272 223 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: 225 1550 84 171 955 88 240 627 211 167 1272 223 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 225 1550 84 171 955 88 240 627 211 167 1272 223 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: 225 1550 84 171 955 88 240 627 211 167 1272 223 ------------|---------------||---------------||---------------||---------------| 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 4753 247 3200 5100 1600 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.33 0.34 0.05 0.19 0.06 0.08 0.12 0.13 0.05 0.25 0.14 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-638
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:13 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): 0.715 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: 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: 192 1725 375 140 1162 81 262 555 123 227 569 148 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: 192 1725 375 140 1162 81 262 555 123 227 569 148 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: 192 1725 375 140 1162 81 262 555 123 227 569 148 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 192 1725 375 140 1162 81 262 555 123 227 569 148 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: 192 1725 375 140 1162 81 262 555 123 227 569 148 ------------|---------------||---------------||---------------||---------------| 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 2.80 0.20 2.00 1.64 0.36 2.00 2.00 1.00 Final Sat.: 3200 5100 1600 3200 4687 313 3200 2719 581 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.34 0.23 0.04 0.25 0.26 0.08 0.20 0.21 0.07 0.17 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-639
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2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:14 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): 0.595 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 29 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 3 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 293 0 195 0 0 0 0 1061 216 153 1811 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: 293 0 195 0 0 0 0 1061 216 153 1811 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: 293 0 195 0 0 0 0 1061 216 153 1811 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 293 0 195 0 0 0 0 1061 216 153 1811 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: 293 0 195 0 0 0 0 1061 216 153 1811 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 3.00 0.00 Final Sat.: 1600 0 1600 0 0 0 0 4188 812 1600 5100 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.18 0.00 0.12 0.00 0.00 0.00 0.00 0.25 0.27 0.10 0.36 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-640
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2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:14 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): 0.777 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: 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: 50 414 31 52 171 52 127 967 55 37 1414 202 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: 50 414 31 52 171 52 127 967 55 37 1414 202 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: 50 414 31 52 171 52 127 967 55 37 1414 202 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 50 414 31 52 171 52 127 967 55 37 1414 202 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: 50 414 31 52 171 52 127 967 55 37 1414 202 ------------|---------------||---------------||---------------||---------------| 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 0.93 0.07 1.00 0.77 0.23 1.00 2.84 0.16 1.00 2.62 0.38 Final Sat.: 1600 1489 111 1600 1227 373 1600 4742 258 1600 4400 600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.28 0.28 0.03 0.14 0.14 0.08 0.20 0.21 0.02 0.32 0.34 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-641
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2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:15 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): 0.758 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 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 61 872 136 51 533 86 108 640 56 98 827 114 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: 61 872 136 51 533 86 108 640 56 98 827 114 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: 61 872 136 51 533 86 108 640 56 98 827 114 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 61 872 136 51 533 86 108 640 56 98 827 114 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: 61 872 136 51 533 86 108 640 56 98 827 114 ------------|---------------||---------------||---------------||---------------| 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 2868 432 1600 2855 445 1600 3043 257 1600 2912 388 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.30 0.32 0.03 0.19 0.19 0.07 0.21 0.22 0.06 0.28 0.29 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-642
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2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:16 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): 0.986 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: 171 736 206 114 396 99 125 862 123 192 2171 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: 171 736 206 114 396 99 125 862 123 192 2171 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: 171 736 206 114 396 99 125 862 123 192 2171 194 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 171 736 206 114 396 99 125 862 123 192 2171 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: 171 736 206 114 396 99 125 862 123 192 2171 194 ------------|---------------||---------------||---------------||---------------| 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 1.56 0.44 1.00 1.60 0.40 1.00 2.63 0.37 1.00 2.75 0.25 Final Sat.: 1600 2600 700 1600 2660 640 1600 4401 599 1600 4606 394 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.28 0.29 0.07 0.15 0.15 0.08 0.20 0.21 0.12 0.47 0.49 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-643
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2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:16 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): 0.851 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 65 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: 273 1314 343 115 278 84 80 753 78 67 1211 193 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: 273 1314 343 115 278 84 80 753 78 67 1211 193 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: 273 1314 343 115 278 84 80 753 78 67 1211 193 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 273 1314 343 115 278 84 80 753 78 67 1211 193 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: 273 1314 343 115 278 84 80 753 78 67 1211 193 ------------|---------------||---------------||---------------||---------------| 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 4549 451 1600 4340 660 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.17 0.39 0.21 0.07 0.08 0.05 0.05 0.17 0.17 0.04 0.28 0.29 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-644
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2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:17 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): 0.823 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 57 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: 375 1823 303 337 1794 305 238 530 96 311 1170 396 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: 375 1823 303 337 1794 305 238 530 96 311 1170 396 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: 375 1823 303 337 1794 305 238 530 96 311 1170 396 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 375 1823 303 337 1794 305 238 530 96 311 1170 396 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: 375 1823 303 337 1794 305 238 530 96 311 1170 396 OvlAdjVol: 228 ------------|---------------||---------------||---------------||---------------| 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 4264 736 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.36 0.19 0.11 0.35 0.19 0.07 0.12 0.13 0.10 0.23 0.25 OvlAdjV/S: 0.14 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-645
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:17 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): 0.911 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 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: 222 1550 81 159 1458 149 195 549 65 184 789 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: 222 1550 81 159 1458 149 195 549 65 184 789 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: 222 1550 81 159 1458 149 195 549 65 184 789 89 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 222 1550 81 159 1458 149 195 549 65 184 789 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: 222 1550 81 159 1458 149 195 549 65 184 789 89 ------------|---------------||---------------||---------------||---------------| 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 4555 445 1600 2961 339 1600 2976 324 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.33 0.34 0.10 0.32 0.33 0.12 0.19 0.19 0.12 0.27 0.27 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-646
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:18 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): 0.853 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 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: 84 1702 97 117 1558 59 155 428 100 392 624 168 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 1702 97 117 1558 59 155 428 100 392 624 168 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 1702 97 117 1558 59 155 428 100 392 624 168 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 84 1702 97 117 1558 59 155 428 100 392 624 168 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 1702 97 117 1558 59 155 428 100 392 624 168 ------------|---------------||---------------||---------------||---------------| 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 2.84 0.16 1.00 2.89 0.11 1.00 2.43 0.57 1.00 2.36 0.64 Final Sat.: 1600 4741 259 1600 4825 175 1600 4091 909 1600 3982 1018 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.36 0.37 0.07 0.32 0.34 0.10 0.10 0.11 0.25 0.16 0.16 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-647
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:19 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): 0.826 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 3 0 1 2 0 3 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 392 1693 250 223 1209 273 160 900 115 196 1204 114 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: 392 1693 250 223 1209 273 160 900 115 196 1204 114 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: 392 1693 250 223 1209 273 160 900 115 196 1204 114 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 392 1693 250 223 1209 273 160 900 115 196 1204 114 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: 392 1693 250 223 1209 273 160 900 115 196 1204 114 ------------|---------------||---------------||---------------||---------------| 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 4456 544 1600 4585 415 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.33 0.16 0.07 0.24 0.17 0.10 0.20 0.21 0.12 0.26 0.27 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-648
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:19 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): 1.028 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 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: 224 1649 90 111 1554 358 245 478 95 209 1088 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: 224 1649 90 111 1554 358 245 478 95 209 1088 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: 224 1649 90 111 1554 358 245 478 95 209 1088 127 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 224 1649 90 111 1554 358 245 478 95 209 1088 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: 224 1649 90 111 1554 358 245 478 95 209 1088 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 1.04 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 2769 531 1600 2966 334 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.32 0.06 0.07 0.30 0.22 0.15 0.17 0.18 0.13 0.37 0.38 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-649
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:21 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): 0.847 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: 2 0 2 1 0 2 0 2 1 0 1 0 3 0 1 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 316 1182 216 338 1128 219 176 791 140 251 1481 434 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: 316 1182 216 338 1128 219 176 791 140 251 1481 434 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: 316 1182 216 338 1128 219 176 791 140 251 1481 434 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 316 1182 216 338 1128 219 176 791 140 251 1481 434 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: 316 1182 216 338 1128 219 176 791 140 251 1481 434 ------------|---------------||---------------||---------------||---------------| 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 2.54 0.46 2.00 2.51 0.49 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3200 4258 742 3200 4220 780 1600 5100 1600 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.28 0.29 0.11 0.27 0.28 0.11 0.16 0.09 0.16 0.29 0.27 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-650
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:21 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): 0.870 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: 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: 182 1347 237 101 927 194 224 803 64 145 1313 66 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: 182 1347 237 101 927 194 224 803 64 145 1313 66 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: 182 1347 237 101 927 194 224 803 64 145 1313 66 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 182 1347 237 101 927 194 224 803 64 145 1313 66 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: 182 1347 237 101 927 194 224 803 64 145 1313 66 ------------|---------------||---------------||---------------||---------------| 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 2.55 0.45 1.00 2.48 0.52 1.00 2.78 0.22 1.00 2.86 0.14 Final Sat.: 1600 4282 718 1600 4169 831 1600 4646 354 1600 4770 230 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.31 0.33 0.06 0.22 0.23 0.14 0.17 0.18 0.09 0.28 0.29 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-651
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:22 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): 0.633 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 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 158 116 870 54 25 35 65 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 158 116 870 54 25 35 65 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 158 116 870 54 25 35 65 91 150 29 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 1681 158 116 870 54 25 35 65 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 158 116 870 54 25 35 65 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 0.17 0.03 0.02 0.02 0.04 0.06 0.11 0.11 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-652
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2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:23 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): 0.765 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 2 1 0 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 321 1369 249 233 858 135 335 746 158 236 1370 259 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: 321 1369 249 233 858 135 335 746 158 236 1370 259 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: 321 1369 249 233 858 135 335 746 158 236 1370 259 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 321 1369 249 233 858 135 335 746 158 236 1370 259 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: 321 1369 249 233 858 135 335 746 158 236 1370 259 ------------|---------------||---------------||---------------||---------------| 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 4347 653 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.27 0.16 0.07 0.20 0.21 0.10 0.15 0.10 0.07 0.27 0.16 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-653
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2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:23 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): 0.692 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: 2 0 2 1 1 2 0 3 0 1 2 0 2 1 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 651 1376 222 215 804 230 301 588 228 247 952 303 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: 651 1376 222 215 804 230 301 588 228 247 952 303 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: 651 1376 222 215 804 230 301 588 228 247 952 303 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 651 1376 222 215 804 230 301 588 228 247 952 303 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: 651 1376 222 215 804 230 301 588 228 247 952 303 ------------|---------------||---------------||---------------||---------------| 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 4812 1788 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.20 0.27 0.14 0.07 0.16 0.14 0.09 0.12 0.13 0.08 0.19 0.19 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-654
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2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:24 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 NB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.825 Loss Time (sec): 5 Average Delay (sec/veh): 28.5 Optimal Cycle: 60 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 2094 183 0 2375 22 0 0 204 350 300 1162 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 2375 22 0 0 204 350 300 1162 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 2094 183 0 2375 22 0 0 204 350 300 1162 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2094 183 0 2375 22 0 0 204 350 300 1162 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 2094 183 0 2375 22 0 0 204 350 300 1162 ------------|---------------||---------------||---------------||---------------| 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 0.93 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 1615 0 8557 79 0 0 2842 2840 2434 2842 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.30 0.11 0.00 0.28 0.28 0.00 0.00 0.07 0.12 0.12 0.41 Crit Moves: **** **** **** **** Green/Cycle: 0.00 0.37 0.37 0.00 0.37 0.37 0.00 0.00 0.09 0.50 0.50 0.50 Volume/Cap: 0.00 0.82 0.31 0.00 0.76 0.76 0.00 0.00 0.82 0.25 0.25 0.82 Delay/Veh: 0.0 31.0 22.9 0.0 28.8 28.8 0.0 0.0 64.6 14.5 14.5 25.6 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 31.0 22.9 0.0 28.8 28.8 0.0 0.0 64.6 14.5 14.5 25.6 LOS by Move: A C C A C C A A E B B C HCM2k85thQ: 0 27 6 0 23 23 0 0 9 6 6 28 ******************************************************************************** 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-655
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:25 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 SB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.617 Loss Time (sec): 5 Average Delay (sec/veh): 18.3 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: 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: 128 1570 0 0 1611 942 740 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: 128 1570 0 0 1611 942 740 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: 128 1570 0 0 1611 0 740 0 331 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 128 1570 0 0 1611 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: 128 1570 0 0 1611 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 0.23 0.00 0.00 0.31 0.00 0.14 0.00 0.20 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.11 0.62 0.00 0.00 0.50 0.00 0.33 0.00 0.33 0.00 0.00 0.00 Volume/Cap: 0.62 0.37 0.00 0.00 0.62 0.00 0.42 0.00 0.62 0.00 0.00 0.00 Delay/Veh: 47.7 9.5 0.0 0.0 18.4 0.0 26.1 0.0 30.2 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: 47.7 9.5 0.0 0.0 18.4 0.0 26.1 0.0 30.2 0.0 0.0 0.0 LOS by Move: D A A A B A C A C A A A HCM2k85thQ: 7 10 0 0 20 0 10 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-656
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:26 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): 0.857 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: 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: 198 1206 99 87 442 40 357 1029 168 186 649 192 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: 198 1206 99 87 442 40 357 1029 168 186 649 192 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: 198 1206 99 87 442 40 357 1029 168 186 649 192 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 198 1206 99 87 442 40 357 1029 168 186 649 192 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: 198 1206 99 87 442 40 357 1029 168 186 649 192 ------------|---------------||---------------||---------------||---------------| 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 1.05 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 3.00 1.00 1.00 2.32 0.68 Final Sat.: 1600 3400 1600 1600 3400 1600 1600 5100 1600 1600 3904 1096 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.35 0.06 0.05 0.13 0.03 0.22 0.20 0.11 0.12 0.17 0.18 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-657
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:26 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): 0.877 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 75 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 1 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 224 1063 253 200 549 159 102 895 74 210 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: 224 1063 253 200 549 159 102 895 74 210 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: 224 1063 253 200 549 159 102 895 74 210 1415 147 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 224 1063 253 200 549 159 102 895 74 210 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: 224 1063 253 200 549 159 102 895 74 210 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 4633 367 1600 4548 452 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.31 0.16 0.13 0.21 0.22 0.06 0.19 0.20 0.13 0.31 0.33 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-658
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:27 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): 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 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: 91 1234 76 46 352 57 124 928 37 93 1159 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: 91 1234 76 46 352 57 124 928 37 93 1159 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: 91 1234 76 46 352 57 124 928 37 93 1159 166 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 91 1234 76 46 352 57 124 928 37 93 1159 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: 91 1234 76 46 352 57 124 928 37 93 1159 166 ------------|---------------||---------------||---------------||---------------| 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: 0.13 1.76 0.11 0.20 1.55 0.25 0.23 1.70 0.07 0.13 1.64 0.23 Final Sat.: 208 2819 174 324 2476 401 364 2727 109 210 2616 375 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.44 0.44 0.03 0.14 0.14 0.08 0.34 0.34 0.06 0.44 0.44 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-659
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:27 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): 0.866 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: 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: 122 859 82 84 469 135 203 1011 107 92 1545 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: 122 859 82 84 469 135 203 1011 107 92 1545 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: 122 859 82 84 469 135 203 1011 107 92 1545 99 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 122 859 82 84 469 135 203 1011 107 92 1545 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: 122 859 82 84 469 135 203 1011 107 92 1545 99 ------------|---------------||---------------||---------------||---------------| 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 1.05 1.00 1.00 1.04 1.00 Lanes: 1.00 1.83 0.17 1.00 1.55 0.45 1.00 2.71 0.29 1.00 2.82 0.18 Final Sat.: 1600 3021 279 1600 2585 715 1600 4541 459 1600 4711 289 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.28 0.29 0.05 0.18 0.19 0.13 0.22 0.23 0.06 0.33 0.34 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-660
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:28 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): 0.900 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 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: 130 621 72 93 224 215 199 947 60 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: 130 621 72 93 224 215 199 947 60 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: 130 621 72 93 224 215 199 947 60 62 1989 177 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 130 621 72 93 224 215 199 947 60 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: 130 621 72 93 224 215 199 947 60 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 2968 332 1600 1733 1567 1600 4714 286 1600 4608 392 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.21 0.22 0.06 0.13 0.14 0.12 0.20 0.21 0.04 0.43 0.45 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-661
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:28 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): 0.696 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: 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: 347 1059 496 164 1031 266 327 466 209 282 563 226 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: 347 1059 496 164 1031 266 327 466 209 282 563 226 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: 347 1059 496 164 1031 266 327 466 209 282 563 226 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 347 1059 496 164 1031 266 327 466 209 282 563 226 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: 347 1059 496 164 1031 266 327 466 209 282 563 226 OvlAdjVol: 355 144 ------------|---------------||---------------||---------------||---------------| 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 3514 1486 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.21 0.31 0.05 0.26 0.27 0.10 0.13 0.14 0.09 0.17 0.14 OvlAdjV/S: 0.22 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-662
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:29 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): 0.556 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 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: 113 1186 225 52 1083 143 391 433 116 278 227 110 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: 113 1186 225 52 1083 143 391 433 116 278 227 110 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: 113 1186 225 52 1083 143 391 433 116 278 227 110 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 113 1186 225 52 1083 143 391 433 116 278 227 110 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: 113 1186 225 52 1083 143 391 433 116 278 227 110 ------------|---------------||---------------||---------------||---------------| 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 1.06 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 4235 765 3200 4440 560 3200 3986 1014 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.28 0.29 0.02 0.24 0.26 0.12 0.11 0.11 0.09 0.07 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-663
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:30 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): 0.760 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: 2 0 2 0 1 2 0 2 0 1 2 0 2 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 197 1019 222 222 969 150 224 1256 74 199 1220 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: 197 1019 222 222 969 150 224 1256 74 199 1220 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: 197 1019 222 222 969 150 224 1256 74 199 1220 81 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 197 1019 222 222 969 150 224 1256 74 199 1220 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: 197 1019 222 222 969 150 224 1256 74 199 1220 81 ------------|---------------||---------------||---------------||---------------| 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 2.83 0.17 2.00 2.81 0.19 Final Sat.: 3200 3400 1600 3200 3400 1600 3200 4733 267 3200 4701 299 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.30 0.14 0.07 0.28 0.09 0.07 0.27 0.28 0.06 0.26 0.27 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-664
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): 0.965 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: 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: 92 1169 98 52 853 54 239 1322 158 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: 92 1169 98 52 853 54 239 1322 158 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: 92 1169 98 52 853 54 239 1322 158 38 384 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 92 1169 98 52 853 54 239 1322 158 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: 92 1169 98 52 853 54 239 1322 158 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 3052 248 1600 3109 191 1600 2958 342 1600 3005 295 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.38 0.40 0.03 0.27 0.28 0.15 0.45 0.46 0.02 0.13 0.13 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-665
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): 0.792 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: 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: 51 1152 0 0 1083 53 0 0 0 92 924 120 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: 51 1152 0 0 1083 53 0 0 0 92 924 120 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: 51 1152 0 0 1083 53 0 0 0 92 924 120 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 51 1152 0 0 1083 53 0 0 0 92 924 120 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: 51 1152 0 0 1083 53 0 0 0 92 924 120 ------------|---------------||---------------||---------------||---------------| 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 1.91 0.09 0.00 0.00 0.00 0.16 1.63 0.21 Final Sat.: 1600 3400 0 0 3151 149 0 0 0 259 2603 338 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.34 0.00 0.00 0.34 0.36 0.00 0.00 0.00 0.06 0.36 0.35 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-666
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:32 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): 0.447 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: 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: 0 950 45 0 864 39 0 70 39 0 229 58 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: 0 950 45 0 864 39 0 70 39 0 229 58 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: 0 950 45 0 864 39 0 70 39 0 229 58 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 950 45 0 864 39 0 70 39 0 229 58 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: 0 950 45 0 864 39 0 70 39 0 229 58 ------------|---------------||---------------||---------------||---------------| 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 1.04 1.00 Lanes: 0.00 1.91 0.09 0.00 1.91 0.09 0.00 1.28 0.72 0.00 1.60 0.40 Final Sat.: 0 3155 145 0 3162 138 0 2155 1145 0 2653 647 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.30 0.31 0.00 0.27 0.28 0.00 0.03 0.03 0.00 0.09 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-667
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:33 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): 0.744 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 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: 152 745 65 146 559 119 116 1172 87 111 1244 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: 152 745 65 146 559 119 116 1172 87 111 1244 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: 152 745 65 146 559 119 116 1172 87 111 1244 87 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 152 745 65 146 559 119 116 1172 87 111 1244 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: 152 745 65 146 559 119 116 1172 87 111 1244 87 ------------|---------------||---------------||---------------||---------------| 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 4668 332 1600 4686 314 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.24 0.25 0.09 0.16 0.07 0.07 0.25 0.26 0.07 0.27 0.28 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-668
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:33 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): 0.925 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 104 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: 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: 132 1037 64 123 834 61 182 805 98 133 752 338 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 1037 64 123 834 61 182 805 98 133 752 338 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 1037 64 123 834 61 182 805 98 133 752 338 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 132 1037 64 123 834 61 182 805 98 133 752 338 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 1037 64 123 834 61 182 805 98 133 752 338 ------------|---------------||---------------||---------------||---------------| 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 1.05 1.00 Lanes: 1.00 1.88 0.12 1.00 1.86 0.14 1.00 1.78 0.22 1.00 1.38 0.62 Final Sat.: 1600 3114 186 1600 3082 218 1600 2953 347 1600 2308 992 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.33 0.34 0.08 0.27 0.28 0.11 0.27 0.28 0.08 0.33 0.34 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-669
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2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:34 Page 58-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- 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): 0.867 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 1 1 0 1 0 1 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 101 1069 49 129 646 88 118 698 78 102 1364 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: 101 1069 49 129 646 88 118 698 78 102 1364 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: 101 1069 49 129 646 88 118 698 78 102 1364 141 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 101 1069 49 129 646 88 118 698 78 102 1364 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: 101 1069 49 129 646 88 118 698 78 102 1364 141 ------------|---------------||---------------||---------------||---------------| 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 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 1.91 0.09 1.00 1.76 0.24 1.00 2.70 0.30 1.00 2.72 0.28 Final Sat.: 1600 3160 140 1600 2916 384 1600 4518 482 1600 4550 450 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.34 0.35 0.08 0.22 0.23 0.07 0.15 0.16 0.06 0.30 0.31 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-670
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:35 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): 0.749 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 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: 446 1067 293 265 345 260 313 643 62 193 1529 444 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: 446 1067 293 265 345 260 313 643 62 193 1529 444 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: 446 1067 293 265 345 260 313 643 62 193 1529 444 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 446 1067 293 265 345 260 313 643 62 193 1529 444 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: 446 1067 293 265 345 260 313 643 62 193 1529 444 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.14 0.21 0.18 0.08 0.07 0.16 0.10 0.13 0.04 0.06 0.30 0.28 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-671
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2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:35 Page 60-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- 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): 0.872 Loss Time (sec): 5 Average Delay (sec/veh): 25.5 Optimal Cycle: 76 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: 1113 0 543 0 0 0 0 1672 539 123 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: 1113 0 543 0 0 0 0 1672 539 123 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: 1113 0 543 0 0 0 0 1672 539 123 1440 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1113 0 543 0 0 0 0 1672 539 123 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: 1113 0 543 0 0 0 0 1672 539 123 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: 0.32 0.00 0.19 0.00 0.00 0.00 0.00 0.44 0.44 0.07 0.28 0.00 Crit Moves: **** **** **** Green/Cycle: 0.36 0.00 0.36 0.00 0.00 0.00 0.00 0.51 0.51 0.08 0.59 0.00 Volume/Cap: 0.87 0.00 0.52 0.00 0.00 0.00 0.00 0.87 0.87 0.87 0.47 0.00 Delay/Veh: 36.5 0.0 25.5 0.0 0.0 0.0 0.0 25.4 25.4 86.2 12.0 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: 36.5 0.0 25.5 0.0 0.0 0.0 0.0 25.4 25.4 86.2 12.0 0.0 LOS by Move: D A C A A A A C C F B A HCM2k85thQ: 28 0 12 0 0 0 0 36 36 10 14 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-672
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2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:36 Page 61-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- 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): 0.587 Loss Time (sec): 5 Average Delay (sec/veh): 19.0 Optimal Cycle: 29 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: 330 44 17 50 0 130 114 1047 688 0 1564 42 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: 330 44 17 50 0 130 114 1047 688 0 1564 42 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: 330 44 17 50 0 130 114 1047 0 0 1564 42 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 330 44 17 50 0 130 114 1047 0 0 1564 42 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: 330 44 17 50 0 130 114 1047 0 0 1564 42 ------------|---------------||---------------||---------------||---------------| 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: 0.10 0.10 0.01 0.03 0.00 0.08 0.06 0.20 0.00 0.00 0.31 0.31 Crit Moves: **** **** **** **** Green/Cycle: 0.18 0.18 0.18 0.14 0.00 0.14 0.11 0.64 0.00 0.00 0.53 0.53 Volume/Cap: 0.59 0.59 0.06 0.20 0.00 0.59 0.59 0.32 0.00 0.00 0.59 0.59 Delay/Veh: 39.3 39.3 34.5 38.7 0.0 44.5 47.1 8.3 0.0 0.0 16.4 16.4 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: 39.3 39.3 34.5 38.7 0.0 44.5 47.1 8.3 0.0 0.0 16.4 16.4 LOS by Move: D D C D A D D A A A B B HCM2k85thQ: 9 9 1 2 0 7 7 8 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-673
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:37 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): 0.573 Loss Time (sec): 5 Average Delay (sec/veh): 23.0 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: 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: 0 631 414 592 137 0 0 0 0 214 0 183 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: 0 631 414 592 137 0 0 0 0 214 0 183 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: 0 631 414 592 137 0 0 0 0 214 0 183 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 631 414 592 137 0 0 0 0 214 0 183 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: 0 631 414 592 137 0 0 0 0 214 0 183 ------------|---------------||---------------||---------------||---------------| 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 0.17 0.26 0.17 0.04 0.00 0.00 0.00 0.00 0.12 0.00 0.06 Crit Moves: **** **** **** Green/Cycle: 0.00 0.45 0.45 0.30 0.74 0.00 0.00 0.00 0.00 0.21 0.00 0.50 Volume/Cap: 0.00 0.39 0.57 0.57 0.05 0.00 0.00 0.00 0.00 0.57 0.00 0.13 Delay/Veh: 0.0 18.6 21.6 30.7 3.4 0.0 0.0 0.0 0.0 37.8 0.0 13.3 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: 0.0 18.6 21.6 30.7 3.4 0.0 0.0 0.0 0.0 37.8 0.0 13.3 LOS by Move: A B C C A A A A A D A B HCM2k85thQ: 0 10 15 13 1 0 0 0 0 10 0 3 ******************************************************************************** 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-674
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:37 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): 1.369 Loss Time (sec): 5 Average Delay (sec/veh): 110.0 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: 194 598 60 32 456 117 266 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: 194 598 60 32 456 117 266 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: 194 598 60 32 456 117 266 76 269 14 19 18 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 194 598 60 32 456 117 266 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: 194 598 60 32 456 117 266 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.: 446 437 44 428 375 96 342 98 507 104 141 134 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.44 1.37 1.37 0.07 1.22 1.22 0.78 0.78 0.53 0.13 0.13 0.13 Crit Moves: **** **** **** **** Delay/Veh: 16.8 201 200.6 11.6 140 140.1 34.1 34.1 17.5 13.7 13.7 13.7 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: 16.8 201 200.6 11.6 140 140.1 34.1 34.1 17.5 13.7 13.7 13.7 LOS by Move: C F F B F F D D C B B B ApproachDel: 158.8 133.3 26.8 13.7 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 158.8 133.3 26.8 13.7 LOS by Appr: F F D B AllWayAvgQ: 0.7 25.4 25.4 0.1 17.0 17.0 2.8 2.8 1.1 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-675
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:38 Page 64-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- 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): 1.017 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: 135 833 236 378 639 103 164 673 87 255 546 347 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: 135 833 236 378 639 103 164 673 87 255 546 347 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: 135 833 236 378 639 103 164 673 87 255 546 347 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 135 833 236 378 639 103 164 673 87 255 546 347 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: 135 833 236 378 639 103 164 673 87 255 546 347 ------------|---------------||---------------||---------------||---------------| 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: 1.00 1.56 0.44 1.00 1.72 0.28 1.00 1.77 0.23 1.00 2.00 1.00 Final Sat.: 1600 2594 706 1600 2856 444 1600 2934 366 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.32 0.33 0.24 0.22 0.23 0.10 0.23 0.24 0.16 0.16 0.22 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-676
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:39 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): 0.893 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 83 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 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 251 543 214 254 428 297 302 477 201 233 648 351 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: 251 543 214 254 428 297 302 477 201 233 648 351 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: 251 543 214 254 428 297 302 477 201 233 648 351 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 251 543 214 254 428 297 302 477 201 233 648 351 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: 251 543 214 254 428 297 302 477 201 233 648 351 ------------|---------------||---------------||---------------||---------------| 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 1.41 0.59 1.00 1.30 0.70 Final Sat.: 1600 3400 1600 1600 3400 1600 1600 2351 949 1600 2176 1124 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.16 0.16 0.13 0.16 0.13 0.19 0.19 0.20 0.21 0.15 0.30 0.31 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-677
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:39 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): 0.968 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 159 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: 109 724 259 142 679 47 168 1279 65 264 1888 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: 109 724 259 142 679 47 168 1279 65 264 1888 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: 109 724 259 142 679 47 168 1279 65 264 1888 116 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 109 724 259 142 679 47 168 1279 65 264 1888 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: 109 724 259 142 679 47 168 1279 65 264 1888 116 ------------|---------------||---------------||---------------||---------------| 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 1.47 0.53 1.00 1.87 0.13 1.00 2.85 0.15 1.00 2.83 0.17 Final Sat.: 1600 2457 843 1600 3093 207 1600 4768 232 1600 4722 278 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.29 0.31 0.09 0.22 0.23 0.11 0.27 0.28 0.17 0.40 0.42 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-678
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:40 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): 0.828 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 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 194 765 94 237 520 90 95 632 108 123 749 217 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: 194 765 94 237 520 90 95 632 108 123 749 217 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: 194 765 94 237 520 90 95 632 108 123 749 217 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 194 765 94 237 520 90 95 632 108 123 749 217 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: 194 765 94 237 520 90 95 632 108 123 749 217 ------------|---------------||---------------||---------------||---------------| 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 2828 472 1600 2833 467 1600 2581 719 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.26 0.27 0.15 0.18 0.19 0.06 0.22 0.23 0.08 0.29 0.30 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-679
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:41 Page 68-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- 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): 0.975 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 173 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 0 1 0 0 0 0 0 0 1 1 1 0 0 1 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 338 0 704 0 0 0 2 868 87 272 2159 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: 338 0 704 0 0 0 2 868 87 272 2159 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: 338 0 704 0 0 0 2 868 87 272 2159 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 338 0 704 0 0 0 2 868 87 272 2159 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: 338 0 704 0 0 0 2 868 87 272 2159 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 1.02 1.00 1.00 1.05 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.01 2.72 0.27 0.34 2.66 0.00 Final Sat.: 1600 0 1600 0 0 0 10 4454 436 537 4463 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.21 0.00 0.44 0.00 0.00 0.00 0.00 0.19 0.20 0.17 0.48 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-680
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:41 Page 69-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- 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): 1.057 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: 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: 61 266 307 296 39 83 147 1271 9 51 1655 132 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: 61 266 307 296 39 83 147 1271 9 51 1655 132 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: 61 266 307 296 39 83 147 1271 9 51 1655 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 61 266 307 296 39 83 147 1271 9 51 1655 132 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: 61 266 307 296 39 83 147 1271 9 51 1655 132 ------------|---------------||---------------||---------------||---------------| 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 743 857 1600 511 1089 1600 4966 34 1600 4645 355 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.36 0.36 0.19 0.08 0.08 0.09 0.26 0.27 0.03 0.36 0.37 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-681
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:42 Page 70-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- 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): 0.567 Loss Time (sec): 5 Average Delay (sec/veh): 17.8 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 0 299 0 724 0 1187 1058 0 1474 579 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 0 299 0 724 0 1187 1058 0 1474 579 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 0 299 0 724 0 1187 0 0 1474 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 299 0 724 0 1187 0 0 1474 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 0 299 0 724 0 1187 0 0 1474 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 0.09 0.00 0.25 0.00 0.23 0.00 0.00 0.28 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.50 0.00 0.00 0.50 0.00 Volume/Cap: 0.00 0.00 0.00 0.19 0.00 0.57 0.00 0.46 0.00 0.00 0.57 0.00 Delay/Veh: 0.0 0.0 0.0 16.7 0.0 21.0 0.0 16.3 0.0 0.0 17.7 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 16.7 0.0 21.0 0.0 16.3 0.0 0.0 17.7 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 13 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-682
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:42 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): 0.484 Loss Time (sec): 5 Average Delay (sec/veh): 14.6 Optimal Cycle: 24 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: 620 0 412 0 0 0 0 711 731 0 1467 1056 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: 620 0 412 0 0 0 0 711 731 0 1467 1056 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: 620 0 0 0 0 0 0 711 0 0 1467 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 620 0 0 0 0 0 0 711 0 0 1467 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: 620 0 0 0 0 0 0 711 0 0 1467 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 0.28 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: 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.34 0.00 0.00 0.48 0.00 Delay/Veh: 24.7 0.0 0.0 0.0 0.0 0.0 0.0 10.9 0.0 0.0 12.2 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 10.9 0.0 0.0 12.2 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-683
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:43 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): 0.663 Loss Time (sec): 5 Average Delay (sec/veh): 26.5 Optimal Cycle: 35 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: 386 12 291 103 226 110 59 1379 187 566 1008 65 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: 386 12 291 103 226 110 59 1379 187 566 1008 65 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: 386 12 291 103 226 110 59 1379 187 566 1008 65 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 386 12 291 103 226 110 59 1379 187 566 1008 65 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: 386 12 291 103 226 110 59 1379 187 566 1008 65 ------------|---------------||---------------||---------------||---------------| 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.: 3516 109 2842 1113 2443 1615 1805 5187 1615 3502 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.11 0.10 0.09 0.09 0.07 0.03 0.27 0.12 0.16 0.19 0.04 Crit Moves: **** **** **** **** Green/Cycle: 0.17 0.17 0.41 0.14 0.14 0.14 0.09 0.40 0.40 0.24 0.55 0.55 Volume/Cap: 0.66 0.66 0.25 0.66 0.66 0.49 0.35 0.66 0.29 0.66 0.35 0.07 Delay/Veh: 41.9 41.9 19.5 44.1 44.1 41.4 43.8 25.2 20.5 36.1 12.5 10.5 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: 41.9 41.9 19.5 44.1 44.1 41.4 43.8 25.2 20.5 36.1 12.5 10.5 LOS by Move: D D B D D D D C C D B B HCM2k85thQ: 11 11 5 10 10 6 3 20 6 14 10 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-684
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:44 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): 0.744 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 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: 573 595 194 14 471 35 106 346 594 211 382 15 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: 573 595 194 14 471 35 106 346 594 211 382 15 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: 573 595 194 14 471 35 106 346 594 211 382 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 573 595 194 14 471 35 106 346 594 211 382 15 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: 573 595 194 14 471 35 106 346 594 211 382 15 OvlAdjVol: 0 308 ------------|---------------||---------------||---------------||---------------| 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: 0.18 0.35 0.12 0.01 0.15 0.16 0.07 0.20 0.37 0.13 0.12 0.12 OvlAdjV/S: 0.00 0.19 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-685
Attachment 8
2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:44 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): 0.910 Loss Time (sec): 5 Average Delay (sec/veh): 30.5 Optimal Cycle: 96 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: 660 1079 0 0 1007 293 0 0 0 251 9 446 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: 660 1079 0 0 1007 293 0 0 0 251 9 446 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: 660 1079 0 0 1007 293 0 0 0 251 9 446 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 660 1079 0 0 1007 293 0 0 0 251 9 446 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: 660 1079 0 0 1007 293 0 0 0 251 9 446 ------------|---------------||---------------||---------------||---------------| 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 0.03 1.62 Final Sat.: 1805 3610 0 0 3610 1615 0 0 0 2200 41 2644 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.37 0.30 0.00 0.00 0.28 0.18 0.00 0.00 0.00 0.11 0.22 0.17 Crit Moves: **** **** **** Green/Cycle: 0.40 0.71 0.00 0.00 0.31 0.31 0.00 0.00 0.00 0.24 0.24 0.24 Volume/Cap: 0.91 0.42 0.00 0.00 0.91 0.59 0.00 0.00 0.00 0.47 0.91 0.70 Delay/Veh: 43.7 6.2 0.0 0.0 44.3 31.3 0.0 0.0 0.0 32.7 51.5 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: 43.7 6.2 0.0 0.0 44.3 31.3 0.0 0.0 0.0 32.7 51.5 36.8 LOS by Move: D A A A D C A A A C D D HCM2k85thQ: 33 11 0 0 29 13 0 0 0 8 21 14 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-686
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:45 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): 0.931 Loss Time (sec): 5 Average Delay (sec/veh): 31.6 Optimal Cycle: 113 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 1450 370 461 824 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 1450 370 461 824 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 1450 370 461 824 0 229 4 503 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1450 370 461 824 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 1450 370 461 824 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 0.40 0.23 0.26 0.23 0.00 0.11 0.23 0.18 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.43 0.43 0.27 0.71 0.00 0.24 0.24 0.24 0.00 0.00 0.00 Volume/Cap: 0.00 0.93 0.53 0.93 0.32 0.00 0.44 0.93 0.75 0.00 0.00 0.00 Delay/Veh: 0.0 37.4 21.8 59.8 5.7 0.0 32.2 54.5 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 37.4 21.8 59.8 5.7 0.0 32.2 54.5 38.4 0.0 0.0 0.0 LOS by Move: A D C E A A C D D A A A HCM2k85thQ: 0 38 13 27 8 0 8 23 15 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-687
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:46 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): 0.717 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 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: 54 1420 284 242 974 89 79 45 33 221 42 157 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: 54 1420 284 242 974 89 79 45 33 221 42 157 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 1420 284 242 974 89 79 45 33 221 42 157 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 54 1420 284 242 974 89 79 45 33 221 42 157 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 1420 284 242 974 89 79 45 33 221 42 157 ------------|---------------||---------------||---------------||---------------| 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: 1.00 2.50 0.50 1.00 2.75 0.25 1.00 1.15 0.85 1.00 1.00 1.00 Final Sat.: 1600 4200 800 1600 4598 402 1600 1946 1354 1600 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.34 0.36 0.15 0.21 0.22 0.05 0.02 0.02 0.14 0.02 0.10 Crit Moves: **** **** **** **** ******************************************************************************** K-688
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:46 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): 0.808 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 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: 103 1386 288 240 946 240 114 139 26 157 282 300 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 1386 288 240 946 240 114 139 26 157 282 300 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 1386 288 240 946 240 114 139 26 157 282 300 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 103 1386 288 240 946 240 114 139 26 157 282 300 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 1386 288 240 946 240 114 139 26 157 282 300 ------------|---------------||---------------||---------------||---------------| 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 2.48 0.52 1.00 2.39 0.61 1.00 0.84 0.16 1.00 1.00 1.00 Final Sat.: 1600 4174 826 1600 4029 971 1600 1348 252 1600 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.33 0.35 0.15 0.23 0.25 0.07 0.10 0.10 0.10 0.17 0.19 Crit Moves: **** **** **** **** ******************************************************************************** K-689
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:47 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): 0.856 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 67 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 2 0 2 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 288 1026 259 294 634 140 321 823 138 279 1031 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: 288 1026 259 294 634 140 321 823 138 279 1031 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: 288 1026 259 294 634 140 321 823 138 279 1031 187 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 288 1026 259 294 634 140 321 823 138 279 1031 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: 288 1026 259 294 634 140 321 823 138 279 1031 187 ------------|---------------||---------------||---------------||---------------| 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 2.40 0.60 1.00 2.46 0.54 2.00 2.57 0.43 2.00 2.54 0.46 Final Sat.: 1600 4033 967 1600 4132 868 3200 4311 689 3200 4263 737 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.18 0.25 0.27 0.18 0.15 0.16 0.10 0.19 0.20 0.09 0.24 0.25 Crit Moves: **** **** **** **** ******************************************************************************** K-690
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:47 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): 0.696 Loss Time (sec): 5 Average Delay (sec/veh): 10.1 Optimal Cycle: 38 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 1855 1432 62 1501 0 0 0 0 151 0 182 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 1855 1432 62 1501 0 0 0 0 151 0 182 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 1855 0 62 1501 0 0 0 0 151 0 182 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1855 0 62 1501 0 0 0 0 151 0 182 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 1855 0 62 1501 0 0 0 0 151 0 182 ------------|---------------||---------------||---------------||---------------| 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 0.51 0.00 0.03 0.29 0.00 0.00 0.00 0.00 0.04 0.00 0.11 Crit Moves: **** **** **** Green/Cycle: 0.00 0.74 0.00 0.05 0.79 0.00 0.00 0.00 0.00 0.16 0.00 0.16 Volume/Cap: 0.00 0.70 0.00 0.70 0.37 0.00 0.00 0.00 0.00 0.27 0.00 0.70 Delay/Veh: 0.0 7.8 0.0 68.1 3.2 0.0 0.0 0.0 0.0 36.9 0.0 47.5 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: 0.0 7.8 0.0 68.1 3.2 0.0 0.0 0.0 0.0 36.9 0.0 47.5 LOS by Move: A A A E A A A A A D A D HCM2k85thQ: 0 25 0 5 8 0 0 0 0 4 0 10 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-691
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:48 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): 0.721 Loss Time (sec): 5 Average Delay (sec/veh): 25.3 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 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: 185 2091 34 38 839 595 377 230 363 34 228 165 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 2091 34 38 839 595 377 230 363 34 228 165 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 2091 34 38 839 595 377 230 363 34 228 165 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 185 2091 34 38 839 595 377 230 363 34 228 165 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 2091 34 38 839 595 377 230 363 34 228 165 ------------|---------------||---------------||---------------||---------------| 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 5094 83 1805 3610 2842 3502 1900 2842 270 1809 1309 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.41 0.41 0.02 0.23 0.21 0.11 0.12 0.13 0.13 0.13 0.13 Crit Moves: **** **** **** **** Green/Cycle: 0.18 0.57 0.57 0.03 0.42 0.59 0.18 0.18 0.18 0.17 0.17 0.17 Volume/Cap: 0.56 0.72 0.72 0.72 0.56 0.35 0.61 0.68 0.72 0.72 0.72 0.72 Delay/Veh: 39.3 16.6 16.6 86.7 22.8 10.6 39.7 44.2 43.9 43.3 43.3 43.3 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: 39.3 16.6 16.6 86.7 22.8 10.6 39.7 44.2 43.9 43.3 43.3 43.3 LOS by Move: D B B F C B D D D D D D HCM2k85thQ: 9 27 27 4 16 8 10 12 12 12 12 12 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-692
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:49 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): 0.731 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 1 0 2 0 3 0 1 2 0 2 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 188 1435 43 113 667 266 326 1080 107 154 958 176 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: 188 1435 43 113 667 266 326 1080 107 154 958 176 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: 188 1435 43 113 667 266 326 1080 107 154 958 176 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 188 1435 43 113 667 266 326 1080 107 154 958 176 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: 188 1435 43 113 667 266 326 1080 107 154 958 176 ------------|---------------||---------------||---------------||---------------| 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 2.91 0.09 2.00 3.00 1.00 2.00 2.73 0.27 2.00 2.53 0.47 Final Sat.: 3200 4860 140 3200 5100 1600 3200 4567 433 3200 4255 745 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.30 0.31 0.04 0.13 0.17 0.10 0.24 0.25 0.05 0.23 0.24 Crit Moves: **** **** **** **** ******************************************************************************** K-693
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:50 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): 0.688 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: 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: 152 1142 198 161 716 121 70 214 47 139 433 252 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: 152 1142 198 161 716 121 70 214 47 139 433 252 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: 152 1142 198 161 716 121 70 214 47 139 433 252 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 152 1142 198 161 716 121 70 214 47 139 433 252 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: 152 1142 198 161 716 121 70 214 47 139 433 252 ------------|---------------||---------------||---------------||---------------| 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 4306 694 1600 2724 576 1600 2123 1177 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.27 0.28 0.10 0.17 0.17 0.04 0.08 0.08 0.09 0.20 0.21 Crit Moves: **** **** **** **** ******************************************************************************** K-694
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:50 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): 0.821 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 57 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: 222 1264 218 153 696 187 122 454 79 96 762 168 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 1264 218 153 696 187 122 454 79 96 762 168 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 1264 218 153 696 187 122 454 79 96 762 168 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 222 1264 218 153 696 187 122 454 79 96 762 168 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 1264 218 153 696 187 122 454 79 96 762 168 ------------|---------------||---------------||---------------||---------------| 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 2.36 0.64 1.00 1.70 0.30 1.00 1.64 0.36 Final Sat.: 1600 4294 706 1600 3983 1017 1600 2826 474 1600 2722 578 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.29 0.31 0.10 0.17 0.18 0.08 0.16 0.17 0.06 0.28 0.29 Crit Moves: **** **** **** **** ******************************************************************************** K-695
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:51 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): 1.004 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: 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 244 1411 122 203 501 281 182 787 63 93 1673 217 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: 244 1411 122 203 501 281 182 787 63 93 1673 217 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: 244 1411 122 203 501 281 182 787 63 93 1673 217 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 244 1411 122 203 501 281 182 787 63 93 1673 217 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: 244 1411 122 203 501 281 182 787 63 93 1673 217 ------------|---------------||---------------||---------------||---------------| 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 4618 382 1600 3400 1600 1600 4644 356 1600 4449 551 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.31 0.32 0.13 0.15 0.18 0.11 0.17 0.18 0.06 0.38 0.39 Crit Moves: **** **** **** **** ******************************************************************************** K-696
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:51 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): 0.827 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 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: 183 660 146 140 452 208 306 587 127 241 1539 504 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: 183 660 146 140 452 208 306 587 127 241 1539 504 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: 183 660 146 140 452 208 306 587 127 241 1539 504 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 183 660 146 140 452 208 306 587 127 241 1539 504 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: 183 660 146 140 452 208 306 587 127 241 1539 504 ------------|---------------||---------------||---------------||---------------| 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 2.26 0.74 Final Sat.: 1600 4131 869 1600 3487 1513 3200 5100 1600 3200 3816 1184 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.16 0.17 0.09 0.13 0.14 0.10 0.12 0.08 0.08 0.40 0.43 Crit Moves: **** **** **** **** ******************************************************************************** K-697
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:52 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): 0.362 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: 181 0 49 0 0 0 0 1183 602 0 1488 929 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 0 49 0 0 0 0 1183 602 0 1488 929 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: 181 0 49 0 0 0 0 1183 0 0 1488 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 181 0 49 0 0 0 0 1183 0 0 1488 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: 181 0 49 0 0 0 0 1183 0 0 1488 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.: 3162 0 2146 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 0.23 0.00 0.00 0.29 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: 0.36 0.00 0.14 0.00 0.00 0.00 0.00 0.29 0.00 0.00 0.36 0.00 Delay/Veh: 38.0 0.0 36.3 0.0 0.0 0.0 0.0 2.8 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: 38.0 0.0 36.3 0.0 0.0 0.0 0.0 2.8 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 6 0 0 8 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-698
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:53 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): 0.779 Loss Time (sec): 5 Average Delay (sec/veh): 19.7 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 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 235 327 0 0 206 191 375 0 247 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: 235 327 0 0 206 191 375 0 247 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: 235 327 0 0 206 191 375 0 247 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 235 327 0 0 206 191 375 0 247 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: 235 327 0 0 206 191 375 0 247 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.: 474 510 0 0 485 534 482 0 567 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.50 0.64 xxxx xxxx 0.42 0.36 0.78 xxxx 0.44 xxxx xxxx xxxx Crit Moves: **** **** ****
Delay/Veh: 17.0 20.9 0.0 0.0 14.9 12.6 30.8 0.0 13.4 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: 17.0 20.9 0.0 0.0 14.9 12.6 30.8 0.0 13.4 0.0 0.0 0.0 LOS by Move: C C * * B B D * B * * * ApproachDel: 19.3 13.8 23.9 xxxxxx Delay Adj: 1.00 1.00 1.00 xxxxx ApprAdjDel: 19.3 13.8 23.9 xxxxxx LOS by Appr: C B C * AllWayAvgQ: 0.9 1.6 0.0 0.0 0.7 0.5 2.8 0.0 0.7 0.0 0.0 0.0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-699
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:53 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): 0.454 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: 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 76 132 230 0 0 237 295 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 76 132 230 0 0 237 295 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 76 132 230 0 0 237 295 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 219 0 76 132 230 0 0 237 295 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 76 132 230 0 0 237 295 ------------|---------------||---------------||---------------||---------------| 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 0.08 0.07 0.00 0.00 0.14 0.18 Crit Moves: **** **** **** ******************************************************************************** K-700
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:54 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): 0.674 Loss Time (sec): 5 Average Delay (sec/veh): 27.1 Optimal Cycle: 36 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: 23 0 233 195 83 367 0 1334 21 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: 23 0 233 195 83 367 0 1334 21 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: 23 0 233 195 83 367 0 1334 21 40 549 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 23 0 233 195 83 367 0 1334 21 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: 23 0 233 195 83 367 0 1334 21 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 80 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.00 0.14 0.09 0.21 0.14 0.00 0.26 0.26 0.02 0.11 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.21 0.00 0.21 0.32 0.32 0.32 0.00 0.39 0.39 0.03 0.42 0.00 Volume/Cap: 0.06 0.00 0.67 0.28 0.67 0.45 0.00 0.67 0.67 0.67 0.25 0.00 Delay/Veh: 31.4 0.0 41.3 25.8 31.7 27.6 0.0 26.3 26.3 74.4 18.8 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: 31.4 0.0 41.3 25.8 31.7 27.6 0.0 26.3 26.3 74.4 18.8 0.0 LOS by Move: C A D C C C A C C E B A HCM2k85thQ: 1 0 12 6 16 10 0 20 20 4 6 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-701
Attachment 8
K-702
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:55 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): 0.381 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 19 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: 38 863 205 79 701 13 13 5 20 146 4 90 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: 38 863 205 79 701 13 13 5 20 146 4 90 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: 38 863 205 79 701 13 13 5 20 146 4 90 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 38 863 205 79 701 13 13 5 20 146 4 90 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: 38 863 205 79 701 13 13 5 20 146 4 90 OvlAdjVol: 11 ------------|---------------||---------------||---------------||---------------| 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 2.95 0.05 1.00 1.00 1.00 1.95 0.05 1.00 Final Sat.: 1600 4079 921 1600 4913 87 1600 1700 1600 3115 85 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.21 0.22 0.05 0.14 0.15 0.01 0.00 0.01 0.05 0.05 0.06 OvlAdjV/S: 0.01 Crit Moves: **** **** **** **** ******************************************************************************** K-703
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:55 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): 0.391 Loss Time (sec): 5 Average Delay (sec/veh): 11.1 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: 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: 466 1340 0 0 573 294 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: 466 1340 0 0 573 294 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: 466 1340 0 0 573 294 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 466 1340 0 0 573 294 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: 466 1340 0 0 573 294 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: 0.13 0.37 0.00 0.00 0.17 0.18 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: ****
Green/Cycle: 0.65 0.95 0.00 0.00 0.30 0.30 0.00 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.21 0.39 0.00 0.00 0.57 0.59 0.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 7.3 0.3 0.0 0.0 29.9 30.2 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: 7.3 0.3 0.0 0.0 29.9 30.2 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: 5 3 0 0 13 14 0 0 0 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-704
Attachment 8
K-705
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:56 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): 0.679 Loss Time (sec): 5 Average Delay (sec/veh): 23.1 Optimal Cycle: 37 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 1416 4 40 550 0 440 39 558 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 1416 4 40 550 0 440 39 558 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 1416 4 40 550 0 440 39 558 28 0 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1416 4 40 550 0 440 39 558 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 1416 4 40 550 0 440 39 558 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 5172 15 188 5187 0 2408 124 2596 499 0 1195 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.27 0.27 0.21 0.11 0.00 0.18 0.31 0.21 0.06 0.00 0.06 Crit Moves: **** **** **** Green/Cycle: 0.00 0.40 0.40 0.40 0.40 0.00 0.46 0.46 0.46 0.08 0.00 0.08 Volume/Cap: 0.00 0.68 0.68 0.53 0.26 0.00 0.39 0.68 0.46 0.68 0.00 0.68 Delay/Veh: 0.0 25.4 25.4 29.3 20.0 0.0 17.7 22.2 18.5 57.2 0.0 57.2 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: 0.0 25.4 25.4 29.3 20.0 0.0 17.7 22.2 18.5 57.2 0.0 57.2 LOS by Move: A C C C B A B C B E A E HCM2k85thQ: 0 21 21 3 6 0 10 20 12 7 0 7 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-706
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:57 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): 0.685 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 2 1 0 2 0 2 1 0 1 0 1 1 0 1 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 280 1492 132 356 940 108 89 200 163 100 220 208 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: 280 1492 132 356 940 108 89 200 163 100 220 208 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: 280 1492 132 356 940 108 89 200 163 100 220 208 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 280 1492 132 356 940 108 89 200 163 100 220 208 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: 280 1492 132 356 940 108 89 200 163 100 220 208 OvlAdjVol: 30 ------------|---------------||---------------||---------------||---------------| 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 4610 390 3200 4505 495 1600 1863 1437 1600 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.32 0.34 0.11 0.21 0.22 0.06 0.11 0.11 0.06 0.13 0.13 OvlAdjV/S: 0.02 Crit Moves: **** **** **** **** ******************************************************************************** K-707
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:58 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): 0.709 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 2 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 191 923 142 199 1574 109 68 213 125 133 166 157 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: 191 923 142 199 1574 109 68 213 125 133 166 157 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: 191 923 142 199 1574 109 68 213 125 133 166 157 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 191 923 142 199 1574 109 68 213 125 133 166 157 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: 191 923 142 199 1574 109 68 213 125 133 166 157 ------------|---------------||---------------||---------------||---------------| 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 4360 640 3200 4689 311 1600 2117 1183 1600 1745 1555 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.21 0.22 0.06 0.34 0.35 0.04 0.10 0.11 0.08 0.10 0.10 Crit Moves: **** **** **** **** ******************************************************************************** K-708
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:16:59 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): 0.797 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: 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: 253 1083 557 377 404 40 493 968 131 243 798 444 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: 253 1083 557 377 404 40 493 968 131 243 798 444 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: 253 1083 557 377 404 40 493 968 131 243 798 444 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 253 1083 557 377 404 40 493 968 131 243 798 444 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: 253 1083 557 377 404 40 493 968 131 243 798 444 OvlAdjVol: 436 256 ------------|---------------||---------------||---------------||---------------| 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 4568 432 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.32 0.35 0.12 0.09 0.09 0.15 0.19 0.08 0.08 0.16 0.28 OvlAdjV/S: 0.27 0.16 Crit Moves: **** **** **** **** ******************************************************************************** K-709
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:17:00 Page 96-1 -------------------------------------------------------------------------------- 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): 0.708 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: 1 0 2 1 0 2 0 2 0 1 1 0 2 1 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 28 299 97 459 339 124 208 743 38 118 798 491 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: 28 299 97 459 339 124 208 743 38 118 798 491 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: 28 299 97 459 339 124 208 743 38 118 798 491 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 28 299 97 459 339 124 208 743 38 118 798 491 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: 28 299 97 459 339 124 208 743 38 118 798 491 ------------|---------------||---------------||---------------||---------------| 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 2.27 0.73 2.00 2.00 1.00 1.00 3.00 1.00 1.00 2.00 1.00 Final Sat.: 1600 3824 1176 3200 3400 1600 1600 5100 1600 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.08 0.08 0.14 0.10 0.08 0.13 0.15 0.02 0.07 0.23 0.31 Crit Moves: **** **** **** **** ******************************************************************************** K-710
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:17:01 Page 97-1 -------------------------------------------------------------------------------- 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): 0.702 Loss Time (sec): 5 Average Delay (sec/veh): 25.5 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: 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: 401 32 423 110 50 37 47 1677 472 468 1220 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: 401 32 423 110 50 37 47 1677 472 468 1220 146 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: 401 32 423 110 50 37 47 1677 0 468 1220 146 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 401 32 423 110 50 37 47 1677 0 468 1220 146 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: 401 32 423 110 50 37 47 1677 0 468 1220 146 ------------|---------------||---------------||---------------||---------------| 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.: 3364 268 2842 1805 1900 1615 1805 5187 1900 3502 4558 546 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.12 0.15 0.06 0.03 0.02 0.03 0.32 0.00 0.13 0.27 0.27 Crit Moves: **** **** **** **** Green/Cycle: 0.21 0.21 0.21 0.09 0.09 0.09 0.06 0.46 0.00 0.19 0.59 0.59 Volume/Cap: 0.56 0.56 0.70 0.70 0.30 0.26 0.45 0.70 0.00 0.70 0.45 0.45 Delay/Veh: 36.2 36.2 40.2 57.7 43.9 43.7 48.7 22.4 0.0 41.2 11.4 11.4 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: 36.2 36.2 40.2 57.7 43.9 43.7 48.7 22.4 0.0 41.2 11.4 11.4 LOS by Move: D D D E D D D C A D B B HCM2k85thQ: 10 10 13 7 3 2 3 23 0 13 13 13 K-711
Attachment 8
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-712
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:17:02 Page 98-1 -------------------------------------------------------------------------------- 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): 0.895 Loss Time (sec): 5 Average Delay (sec/veh): 39.1 Optimal Cycle: 87 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 2 1 0 1 0 3 0 1 2 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 879 262 51 17 209 803 156 54 32 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: 879 262 51 17 209 803 156 54 32 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: 879 262 51 17 209 803 156 54 32 23 348 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 879 262 51 17 209 803 156 54 32 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: 879 262 51 17 209 803 156 54 32 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 4238 825 1805 5187 1615 3502 2140 1268 1805 3427 158 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.25 0.06 0.06 0.01 0.04 0.50 0.04 0.03 0.03 0.01 0.10 0.10 Crit Moves: **** **** **** **** Green/Cycle: 0.28 0.68 0.68 0.10 0.51 0.56 0.05 0.11 0.11 0.05 0.11 0.11 Volume/Cap: 0.89 0.09 0.09 0.09 0.08 0.89 0.89 0.23 0.23 0.23 0.89 0.89 Delay/Veh: 45.1 5.4 5.4 40.7 12.7 31.0 86.9 41.1 41.1 46.5 65.2 65.2 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: 45.1 5.4 5.4 40.7 12.7 31.0 86.9 41.1 41.1 46.5 65.2 65.2 LOS by Move: D A A D B C F D D D E E HCM2k85thQ: 25 2 2 1 2 36 8 2 2 1 14 14 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-713
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:17:02 Page 99-1 -------------------------------------------------------------------------------- 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): 0.853 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 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: 204 1469 233 105 209 169 410 1051 128 90 1161 567 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: 204 1469 233 105 209 169 410 1051 128 90 1161 567 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: 204 1469 233 105 209 169 410 1051 128 90 1161 567 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 204 1469 233 105 209 169 410 1051 128 90 1161 567 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: 204 1469 233 105 209 169 410 1051 128 90 1161 567 OvlAdjVol: 0 26 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.06 0.29 0.15 0.03 0.04 0.11 0.13 0.21 0.08 0.03 0.23 0.35 OvlAdjV/S: 0.00 0.02 Crit Moves: **** **** **** **** ******************************************************************************** K-714
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:17:03 Page 100-1 -------------------------------------------------------------------------------- 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): 0.875 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 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: 374 1281 147 79 304 385 246 668 104 76 1598 210 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: 374 1281 147 79 304 385 246 668 104 76 1598 210 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: 374 1281 147 79 304 385 246 668 104 76 1598 210 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 374 1281 147 79 304 385 246 668 104 76 1598 210 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: 374 1281 147 79 304 385 246 668 104 76 1598 210 OvlAdjVol: 171 ------------|---------------||---------------||---------------||---------------| 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 6041 659 3200 3400 1600 1600 4353 647 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.21 0.22 0.02 0.09 0.24 0.15 0.15 0.16 0.02 0.31 0.13 OvlAdjV/S: 0.11 Crit Moves: **** **** **** **** ******************************************************************************** K-715
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:17:03 Page 101-1 -------------------------------------------------------------------------------- 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): 0.537 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: 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: 338 1270 327 241 408 192 172 637 84 110 839 245 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: 338 1270 327 241 408 192 172 637 84 110 839 245 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: 338 1270 327 241 408 192 172 637 84 110 839 245 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 338 1270 327 241 408 192 172 637 84 110 839 245 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: 338 1270 327 241 408 192 172 637 84 110 839 245 ------------|---------------||---------------||---------------||---------------| 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 3.53 0.47 2.00 4.00 1.00 Final Sat.: 3200 6800 1600 3200 6800 1600 3200 5954 746 3200 6800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.19 0.20 0.08 0.06 0.12 0.05 0.11 0.11 0.03 0.12 0.15 Crit Moves: **** **** **** **** ******************************************************************************** K-716
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:17:04 Page 102-1 -------------------------------------------------------------------------------- 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): 1.184 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: 1 0 3 0 1 1 0 3 0 1 1 0 2 0 1 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 26 1458 211 122 519 4 434 1065 545 1299 222 801 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 1458 211 122 519 4 434 1065 545 1299 222 801 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 1458 211 122 519 4 434 1065 545 1299 222 801 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 26 1458 211 122 519 4 434 1065 545 1299 222 801 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 1458 211 122 519 4 434 1065 545 1299 222 801 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.02 0.29 0.13 0.08 0.10 0.00 0.27 0.31 0.34 0.41 0.13 0.50 Crit Moves: **** **** **** **** ******************************************************************************** K-717
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:17:04 Page 103-1 -------------------------------------------------------------------------------- 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): 0.702 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 37 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 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: 175 1133 14 315 654 1148 499 230 35 39 810 568 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: 175 1133 14 315 654 1148 499 230 35 39 810 568 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: 175 1133 14 315 654 0 499 230 35 39 810 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 175 1133 14 315 654 0 499 230 35 39 810 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: 175 1133 14 315 654 0 499 230 35 39 810 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: 0.05 0.23 0.24 0.10 0.13 0.00 0.16 0.05 0.02 0.02 0.16 0.00 Crit Moves: **** **** **** **** ******************************************************************************** K-718
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:17:05 Page 104-1 -------------------------------------------------------------------------------- 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): 0.813 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 0 1 2 0 2 0 1 2 0 2 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 436 941 254 88 640 348 200 714 193 277 1575 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: 436 941 254 88 640 348 200 714 193 277 1575 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: 436 941 254 88 640 348 200 714 193 277 1575 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 436 941 254 88 640 348 200 714 193 277 1575 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: 436 941 254 88 640 348 200 714 193 277 1575 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 1.05 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 3979 1021 3200 4746 254 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.28 0.16 0.03 0.19 0.22 0.06 0.18 0.19 0.09 0.33 0.35 Crit Moves: **** **** **** **** ******************************************************************************** K-719
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:17:05 Page 105-1 -------------------------------------------------------------------------------- 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): 0.487 Loss Time (sec): 5 Average Delay (sec/veh): 18.4 Optimal Cycle: 24 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 0 304 0 67 765 865 0 0 621 170 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 0 304 0 67 765 865 0 0 621 170 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 0 304 0 67 765 865 0 0 621 170 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 304 0 67 765 865 0 0 621 170 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 0 304 0 67 765 865 0 0 621 170 ------------|---------------||---------------||---------------||---------------| 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 2.36 0.64 Final Sat.: 0 0 0 3502 0 1615 3502 5187 0 0 3942 1079 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.09 0.00 0.04 0.22 0.17 0.00 0.00 0.16 0.16 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.18 0.00 0.63 0.45 0.77 0.00 0.00 0.32 0.32 Volume/Cap: 0.00 0.00 0.00 0.49 0.00 0.07 0.49 0.22 0.00 0.00 0.49 0.49 Delay/Veh: 0.0 0.0 0.0 37.6 0.0 7.3 19.7 3.2 0.0 0.0 27.4 27.4 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 K-720
Attachment 8
AdjDel/Veh: 0.0 0.0 0.0 37.6 0.0 7.3 19.7 3.2 0.0 0.0 27.4 27.4 LOS by Move: A A A D A A B A A A C C HCM2k85thQ: 0 0 0 8 0 1 13 4 0 0 11 11 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-721
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:17:06 Page 106-1 -------------------------------------------------------------------------------- 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): 0.645 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: Split Phase Split Phase 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: 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 0 553 0 38 65 2154 0 0 856 369 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 0 553 0 38 65 2154 0 0 856 369 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 0 553 0 38 65 2154 0 0 856 369 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 553 0 38 65 2154 0 0 856 369 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 0 553 0 38 65 2154 0 0 856 369 OvlAdjVol: 92 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.00 0.00 0.17 0.00 0.02 0.02 0.42 0.00 0.00 0.17 0.23 OvlAdjV/S: 0.06 Crit Moves: **** **** **** ******************************************************************************** K-722
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:17:07 Page 107-1 -------------------------------------------------------------------------------- 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): 1.228 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 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: 346 1992 434 80 407 280 765 1397 195 232 734 250 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: 346 1992 434 80 407 280 765 1397 195 232 734 250 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: 346 1992 434 80 407 280 765 1397 195 232 734 250 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 346 1992 434 80 407 280 765 1397 195 232 734 250 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: 346 1992 434 80 407 280 765 1397 195 232 734 250 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: 0.11 0.73 0.76 0.03 0.12 0.09 0.24 0.27 0.12 0.07 0.11 0.16 OvlAdjV/S: 0.00
Crit Moves: **** **** **** **** ******************************************************************************** K-723
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:17:07 Page 108-1 -------------------------------------------------------------------------------- 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): 0.779 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 48 Level Of Service: C ******************************************************************************** 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: 421 1334 246 20 728 96 70 153 201 332 548 63 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: 421 1334 246 20 728 96 70 153 201 332 548 63 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: 421 1334 246 20 728 96 70 153 201 332 548 63 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 421 1334 246 20 728 96 70 153 201 332 548 63 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: 421 1334 246 20 728 96 70 153 201 332 548 63 ------------|---------------||---------------||---------------||---------------| 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 1435 165 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.26 0.15 0.01 0.16 0.17 0.04 0.09 0.13 0.21 0.38 0.38 Crit Moves: **** **** **** **** ******************************************************************************** K-724
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:17:08 Page 109-1 -------------------------------------------------------------------------------- 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): 0.634 Loss Time (sec): 5 Average Delay (sec/veh): 23.7 Optimal Cycle: 33 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: 277 1585 0 0 921 186 0 0 0 264 99 428 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: 277 1585 0 0 921 186 0 0 0 264 99 428 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: 277 1585 0 0 921 186 0 0 0 264 99 428 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 277 1585 0 0 921 186 0 0 0 264 99 428 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: 277 1585 0 0 921 186 0 0 0 264 99 428 ------------|---------------||---------------||---------------||---------------| 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 0.31 0.00 0.00 0.18 0.12 0.00 0.00 0.00 0.12 0.12 0.27 Crit Moves: **** **** **** Green/Cycle: 0.24 0.52 0.00 0.00 0.28 0.28 0.00 0.00 0.00 0.43 0.43 0.43 Volume/Cap: 0.63 0.59 0.00 0.00 0.63 0.41 0.00 0.00 0.00 0.27 0.27 0.63 Delay/Veh: 37.0 16.8 0.0 0.0 32.5 29.9 0.0 0.0 0.0 18.5 18.5 23.5 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 K-725
Attachment 8
AdjDel/Veh: 37.0 16.8 0.0 0.0 32.5 29.9 0.0 0.0 0.0 18.5 18.5 23.5 LOS by Move: D B A A C C A A A B B C HCM2k85thQ: 13 19 0 0 15 8 0 0 0 6 6 17 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-726
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:17:09 Page 110-1 -------------------------------------------------------------------------------- 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): 0.695 Loss Time (sec): 5 Average Delay (sec/veh): 22.2 Optimal Cycle: 38 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 1551 492 334 802 0 296 3 265 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 1551 492 334 802 0 296 3 265 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 1551 492 334 802 0 296 3 265 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1551 492 334 802 0 296 3 265 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 1551 492 334 802 0 296 3 265 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 1732 18 1615 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.22 0.30 0.19 0.15 0.00 0.17 0.17 0.16 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.44 0.44 0.27 0.70 0.00 0.25 0.25 0.25 0.00 0.00 0.00 Volume/Cap: 0.00 0.51 0.70 0.70 0.22 0.00 0.70 0.70 0.67 0.00 0.00 0.00 Delay/Veh: 0.0 20.5 25.7 37.5 5.2 0.0 39.2 39.2 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 20.5 25.7 37.5 5.2 0.0 39.2 39.2 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 16 5 0 15 15 13 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-727
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:17:10 Page 111-1 -------------------------------------------------------------------------------- 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): 0.693 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 36 Level Of Service: B ******************************************************************************** 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: 31 1614 33 146 750 75 247 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: 31 1614 33 146 750 75 247 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: 31 1614 33 146 750 75 247 90 40 48 83 141 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 31 1614 33 146 750 75 247 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: 31 1614 33 146 750 75 247 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 6572 128 1600 4564 436 1600 1108 492 1600 593 1007 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.25 0.26 0.09 0.16 0.17 0.15 0.08 0.08 0.03 0.14 0.14 Crit Moves: **** **** **** **** ******************************************************************************** K-728
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:17:11 Page 112-1 -------------------------------------------------------------------------------- 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): 0.739 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 42 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: 273 1325 95 128 396 165 88 211 87 196 654 171 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: 273 1325 95 128 396 165 88 211 87 196 654 171 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: 273 1325 95 128 396 165 88 211 87 196 654 171 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 273 1325 95 128 396 165 88 211 87 196 654 171 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: 273 1325 95 128 396 165 88 211 87 196 654 171 ------------|---------------||---------------||---------------||---------------| 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 3588 1412 1600 2366 934 3200 2637 663 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.17 0.28 0.30 0.08 0.11 0.12 0.06 0.09 0.09 0.06 0.25 0.26 Crit Moves: **** **** **** **** ******************************************************************************** K-729
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:17:12 Page 113-1 -------------------------------------------------------------------------------- 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): 0.738 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 42 Level Of Service: C ******************************************************************************** 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: 241 1791 295 109 438 49 100 270 119 291 422 279 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: 241 1791 295 109 438 49 100 270 119 291 422 279 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: 241 1791 295 109 438 49 100 270 119 291 422 279 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 241 1791 295 109 438 49 100 270 119 291 422 279 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: 241 1791 295 109 438 49 100 270 119 291 422 279 OvlAdjVol: 213 170 ------------|---------------||---------------||---------------||---------------| 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 5795 905 1600 4517 483 1600 1700 1600 3200 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.31 0.33 0.07 0.10 0.10 0.06 0.16 0.07 0.09 0.25 0.17 OvlAdjV/S: 0.23 0.11 Crit Moves: **** **** **** **** ******************************************************************************** K-730
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:17:12 Page 114-1 -------------------------------------------------------------------------------- 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): 0.885 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 79 Level Of Service: D ******************************************************************************** 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 1916 1128 415 610 0 0 0 0 682 0 616 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 1916 1128 415 610 0 0 0 0 682 0 616 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 1916 1128 415 610 0 0 0 0 682 0 616 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1916 1128 415 610 0 0 0 0 682 0 616 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 1916 1128 415 610 0 0 0 0 682 0 616 OvlAdjVol: 901 201 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.38 0.71 0.13 0.12 0.00 0.00 0.00 0.00 0.14 0.00 0.19 OvlAdjV/S: 0.56 0.06 Crit Moves: **** **** **** ******************************************************************************** K-731
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:17:13 Page 115-1 -------------------------------------------------------------------------------- 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): 1.715 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: 842 3666 385 550 1460 947 329 402 230 297 1703 1349 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: 842 3666 385 550 1460 947 329 402 230 297 1703 1349 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: 842 3666 385 550 1460 947 329 402 230 297 1703 1349 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 842 3666 385 550 1460 947 329 402 230 297 1703 1349 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: 842 3666 385 550 1460 947 329 402 230 297 1703 1349 OvlAdjVol: 237 783 1074 ------------|---------------||---------------||---------------||---------------| 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 2135 1165 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.26 0.72 0.24 0.17 0.29 0.59 0.10 0.19 0.20 0.09 0.50 0.84 OvlAdjV/S: 0.15 0.49 0.67 Crit Moves: **** **** **** **** ******************************************************************************** K-732
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:17:13 Page 116-1 -------------------------------------------------------------------------------- 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): 0.915 Loss Time (sec): 5 Average Delay (sec/veh): 25.6 Optimal Cycle: 100 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 0 467 0 279 0 987 665 461 1324 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 0 467 0 279 0 987 665 461 1324 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 0 467 0 279 0 987 665 461 1324 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 467 0 279 0 987 665 461 1324 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 0 467 0 279 0 987 665 461 1324 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 2278 0 1915 0 3251 1625 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.20 0.00 0.15 0.00 0.30 0.41 0.26 0.26 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.22 0.00 0.45 0.00 0.45 0.45 0.28 0.73 0.00 Volume/Cap: 0.00 0.00 0.00 0.92 0.00 0.33 0.00 0.68 0.92 0.92 0.35 0.00 Delay/Veh: 0.0 0.0 0.0 52.8 0.0 17.9 0.0 22.7 33.6 56.2 5.1 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: 0.0 0.0 0.0 52.8 0.0 17.9 0.0 22.7 33.6 56.2 5.1 0.0 LOS by Move: A A A D A B A C C E A A K-733
Attachment 8
HCM2k85thQ: 0 0 0 19 0 6 0 21 36 26 9 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-734
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 NP PM Peak Hour Thu Oct 22, 2020 14:17:14 Page 117-1 -------------------------------------------------------------------------------- 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): 0.932 Loss Time (sec): 5 Average Delay (sec/veh): 22.9 Optimal Cycle: 113 Level Of Service: C ******************************************************************************** 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: 367 18 333 0 0 0 254 1163 0 0 1336 845 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: 367 18 333 0 0 0 254 1163 0 0 1336 845 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: 367 18 333 0 0 0 254 1163 0 0 1336 845 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 367 18 333 0 0 0 254 1163 0 0 1336 845 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: 367 18 333 0 0 0 254 1163 0 0 1336 845 ------------|---------------||---------------||---------------||---------------| 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 80 2369 0 0 0 1805 5187 0 0 3257 1629 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.23 0.14 0.00 0.00 0.00 0.14 0.22 0.00 0.00 0.41 0.52 Crit Moves: **** **** **** Green/Cycle: 0.24 0.24 0.24 0.00 0.00 0.00 0.15 0.71 0.00 0.00 0.56 0.56 Volume/Cap: 0.62 0.93 0.58 0.00 0.00 0.00 0.93 0.32 0.00 0.00 0.74 0.93 Delay/Veh: 34.8 55.0 34.1 0.0 0.0 0.0 78.6 5.6 0.0 0.0 17.6 27.9 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: 34.8 55.0 34.1 0.0 0.0 0.0 78.6 5.6 0.0 0.0 17.6 27.9 LOS by Move: C D C A A A E A A A B C HCM2k85thQ: 12 23 11 0 0 0 17 8 0 0 26 44 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-735
Attachment 8
APPENDIX D.5
ANALYSIS WORKSHEETS –
2045 WP (AM Peak Hour)

K-736
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:25:18 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Scenario Report
Scenario: 2045 WP AM Peak Hour
Command: Default Command
Volume: 2045 AM
Geometry: SACE
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-737
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:14 Page 2-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- 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 C xxxxx 0.789 C xxxxx 0.789 + 0.000 V/C # 2 Euclid St and McFadden Ave E xxxxx 0.906 E xxxxx 0.906 + 0.000 V/C # 3 Euclid St and Edinger Ave F xxxxx 1.008 F xxxxx 1.008 + 0.000 V/C # 4 Newhope St and Hazard Ave A xxxxx 0.600 A xxxxx 0.600 + 0.000 V/C # 5 Newhope St and McFadden Ave C xxxxx 0.728 C xxxxx 0.728 + 0.000 V/C # 6 Harbor Blvd and SR-22 WB Off-R C 28.5 0.715 C 28.5 0.715 + 0.000 D/V # 7 Trask Avenue and SR-22 EB On-R B 11.0 0.389 B 11.0 0.389 + 0.000 D/V # 8 Harbor Blvd and Westminster Av E xxxxx 0.936 E xxxxx 0.936 + 0.000 V/C # 9 Harbor Blvd and 1st St C xxxxx 0.749 C xxxxx 0.749 + 0.000 V/C # 10 Harbor Blvd and McFadden Ave C xxxxx 0.729 C xxxxx 0.729 + 0.000 V/C # 11 Harbor Blvd and Edinger Ave D xxxxx 0.857 D xxxxx 0.857 + 0.000 V/C # 12 Harbor Blvd and Warner Ave C xxxxx 0.800 C xxxxx 0.800 + 0.000 V/C # 13 Harbor Blvd and Segerstrom Ave F xxxxx 1.007 F xxxxx 1.007 + 0.000 V/C # 14 MacArthur Blvd and Hyland Ave B xxxxx 0.615 B xxxxx 0.615 + 0.000 V/C # 15 MacArthur Blvd and Harbor Blvd C xxxxx 0.747 C xxxxx 0.747 + 0.000 V/C # 16 Harbor Blvd and Sunflower Ave C xxxxx 0.705 C xxxxx 0.705 + 0.000 V/C # 17 Harbor Blvd and I-405 NB Off-R B 17.9 0.573 B 17.9 0.573 + 0.000 D/V # 18 Harbor Blvd and I-405 SB Off-R B 15.0 0.618 B 15.0 0.618 + 0.000 D/V # 19 Fairview St and Civic Center D B xxxxx 0.676 B xxxxx 0.676 + 0.000 V/C # 20 Fairview St and 1st St D xxxxx 0.887 D xxxxx 0.887 + 0.000 V/C # 21 Fairview St and McFadden Ave D xxxxx 0.800 D xxxxx 0.800 + 0.000 V/C # 22 Fairview St and Edinger Ave D xxxxx 0.882 D xxxxx 0.882 + 0.000 V/C # 23 Fairview St and Warner Ave D xxxxx 0.847 D xxxxx 0.847 + 0.000 V/C # 24 Fairview St and MacArthur Blvd B xxxxx 0.690 B xxxxx 0.690 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-738
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:14 Page 2-2 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 25 Fairview Rd and Sunflower Ave B xxxxx 0.687 B xxxxx 0.687 + 0.000 V/C # 26 Greenville St and Edinger Ave C xxxxx 0.742 C xxxxx 0.742 + 0.000 V/C # 27 Greenville St and Segerstrom A D xxxxx 0.878 D xxxxx 0.878 + 0.000 V/C # 28 Raitt St and McFadden Ave C xxxxx 0.704 C xxxxx 0.704 + 0.000 V/C # 29 Raitt St and Edinger Ave E xxxxx 0.926 E xxxxx 0.926 + 0.000 V/C # 30 Bear St and MacArthur Blvd C xxxxx 0.756 C xxxxx 0.756 + 0.000 V/C # 31 Bristol St and 17th St D xxxxx 0.853 D xxxxx 0.853 + 0.000 V/C # 32 Bristol St and Civic Center Dr E xxxxx 0.931 E xxxxx 0.931 + 0.000 V/C # 33 Bristol St and Santa Ana Blvd C xxxxx 0.721 C xxxxx 0.721 + 0.000 V/C # 34 Bristol St and 1st St E xxxxx 0.902 E xxxxx 0.902 + 0.000 V/C # 35 Bristol St and McFadden Ave E xxxxx 0.947 E xxxxx 0.947 + 0.000 V/C # 36 Bristol St and Warner Ave E xxxxx 0.956 E xxxxx 0.956 + 0.000 V/C # 37 Bristol St and Segerstrom Ave D xxxxx 0.854 D xxxxx 0.854 + 0.000 V/C # 38 Bristol St and Alton Ave A xxxxx 0.553 A xxxxx 0.553 + 0.000 V/C # 39 Bristol St and MacArthur Blvd C xxxxx 0.759 C xxxxx 0.759 + 0.000 V/C # 40 Bristol St and Sunflower Ave B xxxxx 0.682 B xxxxx 0.682 + 0.000 V/C # 41 Bristol St and I-405 NB Ramps C 20.9 0.568 C 20.9 0.568 + 0.000 D/V # 42 Bristol St and I-405 SB Ramps C 23.6 0.697 C 23.6 0.697 + 0.000 D/V # 43 Flower St and Santa Ana Blvd A xxxxx 0.586 A xxxxx 0.586 + 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 D xxxxx 0.807 D xxxxx 0.807 + 0.000 V/C # 46 Flower St and Segerstrom Ave D xxxxx 0.818 D xxxxx 0.818 + 0.000 V/C # 47 Flower St and MacArthur Blvd C xxxxx 0.710 C xxxxx 0.710 + 0.000 V/C # 48 Main St and La Veta Ave A xxxxx 0.536 A xxxxx 0.536 + 0.000 V/C # 49 Main St and Mainplace Dr / Mem A xxxxx 0.456 A xxxxx 0.456 + 0.000 V/C # 50 Main St and 17th St D xxxxx 0.845 D xxxxx 0.845 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-739
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:15 Page 2-3 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 51 Main St and Civic Center Dr D xxxxx 0.848 D xxxxx 0.848 + 0.000 V/C # 52 Main St and Santa Ana Blvd C xxxxx 0.791 C xxxxx 0.791 + 0.000 V/C # 53 Main St and 4th St A xxxxx 0.441 A xxxxx 0.441 + 0.000 V/C # 54 Main St and 1st St C xxxxx 0.754 C xxxxx 0.754 + 0.000 V/C # 55 Main St and McFadden Ave E xxxxx 0.916 E xxxxx 0.916 + 0.000 V/C # 56 Main St and Edinger Ave D xxxxx 0.876 D xxxxx 0.876 + 0.000 V/C # 57 Main St and MacArthur Blvd C xxxxx 0.721 C xxxxx 0.721 + 0.000 V/C # 58 Penn Wy and 17th St B 12.1 0.648 B 12.1 0.648 + 0.000 D/V # 59 I-5 NB Off Ramps/17th Street C 31.4 0.792 C 31.4 0.792 + 0.000 D/V # 60 Penn Wy and I-5 SB Ramps B 19.5 0.462 B 19.5 0.462 + 0.000 D/V # 61 Santiago St and Civic Center D F 62.6 1.147 F 62.6 1.147 + 0.000 V/C # 62 Santiago St and Santa Ana Blvd F xxxxx 1.444 F xxxxx 1.444 + 0.000 V/C # 63 Standard Ave and 4th St F xxxxx 1.340 F xxxxx 1.340 + 0.000 V/C # 64 Standard Ave and 1st St F xxxxx 1.515 F xxxxx 1.515 + 0.000 V/C # 65 Standard Ave and Mcfadden Ave D xxxxx 0.843 D xxxxx 0.843 + 0.000 V/C # 66 Halladay St and Warner Ave B xxxxx 0.692 B xxxxx 0.692 + 0.000 V/C # 67 Halladay St and Dyer Rd B xxxxx 0.668 B xxxxx 0.668 + 0.000 V/C # 68 SR-55 SB Ramps and MacArthur B C 20.2 0.623 C 20.2 0.623 + 0.000 D/V # 69 SR-55 NB Ramps and MacArthur B B 19.5 0.728 B 19.5 0.728 + 0.000 D/V # 70 SR-55 SB Ramps and Dyer Rd C 25.9 0.610 C 25.9 0.610 + 0.000 D/V # 71 Glassell St and La Veta Ave D xxxxx 0.826 D xxxxx 0.826 + 0.000 V/C # 72 Glassell St and SR-22 WB Ramps C 30.1 0.841 C 30.1 0.841 + 0.000 D/V # 73 Grand Ave / Glassell St and SR C 29.6 0.842 C 29.6 0.842 + 0.000 D/V # 74 Grand Ave and Fairhaven Ave A xxxxx 0.569 A xxxxx 0.569 + 0.000 V/C # 75 Grand Ave and Santa Clara Ave C xxxxx 0.798 C xxxxx 0.798 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-740
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:15 Page 2-4 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 76 Grand Ave and 17th St D xxxxx 0.856 D xxxxx 0.856 + 0.000 V/C # 77 Grand Ave and I-5 NB Ramps B 15.3 0.845 B 15.3 0.845 + 0.000 D/V # 78 Grand Ave and Santa Ana Blvd C 26.3 0.881 C 26.3 0.881 + 0.000 D/V # 79 Grand Ave and 1st St D xxxxx 0.827 D xxxxx 0.827 + 0.000 V/C # 80 Grand Ave and Chestnut Ave E xxxxx 0.935 E xxxxx 0.935 + 0.000 V/C # 81 Grand Ave and McFadden Ave F xxxxx 1.011 F xxxxx 1.011 + 0.000 V/C # 82 Grand Ave and Edinger Ave D xxxxx 0.897 D xxxxx 0.897 + 0.000 V/C # 83 Grand Ave and Warner Ave B xxxxx 0.664 B xxxxx 0.664 + 0.000 V/C # 84 SR-55 NB Ramps and Dyer Rd B 17.3 0.565 B 17.3 0.565 + 0.000 D/V # 85 Cambridge St and La Veta Ave C 23.4 0.900 C 23.4 0.900 + 0.000 V/C # 86 Cambridge St and Fairhaven Ave B xxxxx 0.624 B xxxxx 0.624 + 0.000 V/C # 87 Mabury St and 1st Street C 27.4 0.755 C 27.4 0.755 + 0.000 D/V # 88 Tustin St and La Veta Ave A xxxxx 0.362 A xxxxx 0.362 + 0.000 V/C # 89 Tustin St and SR-22 WB On-Ramp B 13.2 0.575 B 13.2 0.575 + 0.000 D/V # 90 Tustin St and SR-22 EB Off-Ram C 23.8 0.718 C 23.8 0.718 + 0.000 D/V # 91 Tustin Ave and Fairhaven Ave F xxxxx 1.242 F xxxxx 1.242 + 0.000 V/C # 92 Tustin Ave and Santa Clara Ave F xxxxx 1.097 F xxxxx 1.097 + 0.000 V/C # 93 Tustin Ave and 17th St D xxxxx 0.805 D xxxxx 0.805 + 0.000 V/C # 94 Tustin Ave and 4th St C xxxxx 0.791 C xxxxx 0.791 + 0.000 V/C # 95 SR-55 SB Ramps / Auto Mall Dr C 25.1 0.653 C 25.1 0.653 + 0.000 D/V # 96 SR-55 NB Ramps / Del Amo Ave a C 25.6 0.665 C 25.6 0.665 + 0.000 D/V # 97 Red Hill Ave and Edinger Ave B xxxxx 0.619 B xxxxx 0.619 + 0.000 V/C # 98 Red Hill Ave and Warner Ave A xxxxx 0.580 A xxxxx 0.580 + 0.000 V/C # 99 Red Hill Ave and Dyer Rd / bar A xxxxx 0.577 A xxxxx 0.577 + 0.000 V/C #100 Red Hill Ave and Alton Pkwy E xxxxx 0.930 E xxxxx 0.930 + 0.000 V/C #101 Red Hill Ave and MacArthur Blv C xxxxx 0.709 C xxxxx 0.709 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-741
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:16 Page 2-5 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
#102 Red Hill Ave and Main St C xxxxx 0.733 C xxxxx 0.733 + 0.000 V/C #103 I-5 SB Ramps and Santa Ana Blv B 17.8 0.480 B 17.8 0.480 + 0.000 D/V #104 Tustin Ranch Rd and Warner Ave A xxxxx 0.530 A xxxxx 0.530 + 0.000 V/C #105 Von Karman Ave and Barranca Pk E xxxxx 0.930 E xxxxx 0.930 + 0.000 V/C #106 Red Hill Avenue and El Camino B xxxxx 0.640 B xxxxx 0.640 + 0.000 V/C #107 Red Hill Avenue and I-5 NB Ram C 20.1 0.631 C 20.1 0.631 + 0.000 D/V #108 Red Hill Avenue and I-5 SB Ram C 24.7 0.824 C 24.7 0.824 + 0.000 D/V #109 Red Hill Avenue and Nisson Roa B xxxxx 0.655 B xxxxx 0.655 + 0.000 V/C #110 Red Hill Avenue and Walnut Ave B xxxxx 0.643 B xxxxx 0.643 + 0.000 V/C #111 Red Hill Avenue and Valencia A B xxxxx 0.677 B xxxxx 0.677 + 0.000 V/C #112 Tustin Ranch Road and Warner A A xxxxx 0.459 A xxxxx 0.459 + 0.000 V/C #113 Tustin Ranch Road and Walnut A F xxxxx 1.313 F xxxxx 1.313 + 0.000 V/C #114 SR-55 SB Ramps and Irvine Boul E 55.4 1.176 E 55.4 1.176 + 0.000 D/V #115 SR-55 NB Ramps and Irvine Boul C 20.3 0.824 C 20.3 0.824 + 0.000 D/V Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-742
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:16 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): 0.789 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 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: 100 845 145 194 1725 97 194 721 136 190 606 194 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: 100 845 145 194 1725 97 194 721 136 190 606 194 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: 100 845 145 194 1725 97 194 721 136 190 606 194 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 100 845 145 194 1725 97 194 721 136 190 606 194 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: 100 845 145 194 1725 97 194 721 136 190 606 194 ------------|---------------||---------------||---------------||---------------| 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 4297 703 1600 4744 256 1600 4238 762 1600 3836 1164 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.20 0.21 0.12 0.36 0.38 0.12 0.17 0.18 0.12 0.16 0.17 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-743
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:17 Page 4-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- 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): 0.906 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: 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: 156 1185 141 146 2031 168 227 463 287 106 234 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: 156 1185 141 146 2031 168 227 463 287 106 234 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: 156 1185 141 146 2031 168 227 463 287 106 234 89 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 156 1185 141 146 2031 168 227 463 287 106 234 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: 156 1185 141 146 2031 168 227 463 287 106 234 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 1.05 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 4633 367 1600 2075 1225 1600 2418 882 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.26 0.28 0.09 0.44 0.46 0.14 0.22 0.23 0.07 0.10 0.10 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-744
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:17 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): 1.008 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 2 1 0 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 127 801 68 180 2613 240 136 595 364 133 812 148 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: 127 801 68 180 2613 240 136 595 364 133 812 148 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: 127 801 68 180 2613 240 136 595 364 133 812 148 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 127 801 68 180 2613 240 136 595 364 133 812 148 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: 127 801 68 180 2613 240 136 595 364 133 812 148 ------------|---------------||---------------||---------------||---------------| 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 1.05 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 4596 404 1600 3400 1600 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.17 0.18 0.06 0.57 0.59 0.09 0.17 0.23 0.08 0.24 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-745
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:18 Page 6-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- 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): 0.600 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 29 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 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 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 94 708 101 86 1262 116 17 44 33 17 57 23 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: 94 708 101 86 1262 116 17 44 33 17 57 23 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: 94 708 101 86 1262 116 17 44 33 17 57 23 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 94 708 101 86 1262 116 17 44 33 17 57 23 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: 94 708 101 86 1262 116 17 44 33 17 57 23 ------------|---------------||---------------||---------------||---------------| 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 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.75 0.25 1.00 1.83 0.17 1.00 0.57 0.43 1.00 0.71 0.29 Final Sat.: 1600 2900 400 1600 3031 269 1600 914 686 1600 1140 460 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.24 0.25 0.05 0.42 0.43 0.01 0.05 0.05 0.01 0.05 0.05 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-746
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:19 Page 7-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- 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): 0.728 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 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: 77 342 120 116 1153 107 106 386 125 122 311 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: 77 342 120 116 1153 107 106 386 125 122 311 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: 77 342 120 116 1153 107 106 386 125 122 311 69 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 77 342 120 116 1153 107 106 386 125 122 311 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: 77 342 120 116 1153 107 106 386 125 122 311 69 ------------|---------------||---------------||---------------||---------------| 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 3028 272 1600 2517 783 1600 2719 581 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.14 0.14 0.07 0.38 0.39 0.07 0.15 0.16 0.08 0.11 0.12 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-747
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:19 Page 8-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- 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): 0.715 Loss Time (sec): 5 Average Delay (sec/veh): 28.5 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 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: 83 1508 0 0 1354 18 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: 83 1508 0 0 1354 18 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: 83 1508 0 0 1354 18 81 0 133 836 44 117 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 83 1508 0 0 1354 18 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: 83 1508 0 0 1354 18 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 5109 68 646 0 1061 3448 181 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.29 0.00 0.00 0.27 0.27 0.13 0.00 0.13 0.24 0.24 0.07 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.44 0.00 0.00 0.37 0.37 0.18 0.00 0.18 0.34 0.34 0.34 Volume/Cap: 0.71 0.67 0.00 0.00 0.71 0.71 0.71 0.00 0.71 0.71 0.71 0.21 Delay/Veh: 64.8 23.3 0.0 0.0 28.2 28.2 46.8 0.0 46.8 30.8 30.8 23.7 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: 64.8 23.3 0.0 0.0 28.2 28.2 46.8 0.0 46.8 30.8 30.8 23.7 LOS by Move: E C A A C C D A D C C C HCM2k85thQ: 6 21 0 0 21 21 12 0 12 19 19 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-748
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:20 Page 9-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- 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): 0.389 Loss Time (sec): 5 Average Delay (sec/veh): 11.0 Optimal Cycle: 21 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 0 558 699 0 0 624 117 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: 0 0 0 0 0 0 558 699 0 0 624 117 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: 0 0 0 0 0 0 558 699 0 0 624 117 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 558 699 0 0 624 117 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: 0 0 0 0 0 0 558 699 0 0 624 117 ------------|---------------||---------------||---------------||---------------| 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 1.68 0.32 Final Sat.: 0 0 0 0 0 0 3502 1900 0 0 2967 556 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.16 0.37 0.00 0.00 0.21 0.21 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.41 0.95 0.00 0.00 0.54 0.54 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.39 0.39 0.00 0.00 0.39 0.39 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 20.9 0.3 0.0 0.0 13.5 13.5 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: 0.0 0.0 0.0 0.0 0.0 0.0 20.9 0.3 0.0 0.0 13.5 13.5 LOS by Move: A A A A A A C A A A B B HCM2k85thQ: 0 0 0 0 0 0 10 3 0 0 11 11 ******************************************************************************** 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-749
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:21 Page 10-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- 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): 0.936 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: 159 1045 224 251 1970 113 173 910 32 406 1100 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: 159 1045 224 251 1970 113 173 910 32 406 1100 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: 159 1045 224 251 1970 113 173 910 32 406 1100 299 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 159 1045 224 251 1970 113 173 910 32 406 1100 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: 159 1045 224 251 1970 113 173 910 32 406 1100 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 1.06 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 4837 163 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.20 0.14 0.16 0.39 0.07 0.11 0.19 0.20 0.25 0.22 0.19 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-750
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:22 Page 11-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- 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): 0.749 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 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: 102 816 176 223 1876 122 118 788 153 229 580 135 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: 102 816 176 223 1876 122 118 788 153 229 580 135 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: 102 816 176 223 1876 122 118 788 153 229 580 135 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 102 816 176 223 1876 122 118 788 153 229 580 135 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: 102 816 176 223 1876 122 118 788 153 229 580 135 ------------|---------------||---------------||---------------||---------------| 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 4220 780 3200 4094 906 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.16 0.11 0.14 0.37 0.08 0.04 0.19 0.20 0.07 0.14 0.15 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-751
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:23 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): 0.729 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: 2 0 3 0 1 2 0 2 1 0 1 0 1 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 101 1026 98 179 1891 63 136 353 106 85 193 55 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 1026 98 179 1891 63 136 353 106 85 193 55 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 1026 98 179 1891 63 136 353 106 85 193 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 101 1026 98 179 1891 63 136 353 106 85 193 55 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 1026 98 179 1891 63 136 353 106 85 193 55 ------------|---------------||---------------||---------------||---------------| 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 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.90 0.10 1.00 1.54 0.46 1.00 0.78 0.22 Final Sat.: 3200 5100 1600 3200 4845 155 1600 2561 739 1600 1245 355 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.20 0.06 0.06 0.39 0.41 0.09 0.14 0.14 0.05 0.16 0.15 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-752
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:24 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): 0.857 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 67 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: 95 713 135 212 2441 71 123 743 373 211 469 195 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: 95 713 135 212 2441 71 123 743 373 211 469 195 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: 95 713 135 212 2441 71 123 743 373 211 469 195 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 95 713 135 212 2441 71 123 743 373 211 469 195 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: 95 713 135 212 2441 71 123 743 373 211 469 195 ------------|---------------||---------------||---------------||---------------| 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 0.14 0.08 0.07 0.48 0.04 0.04 0.22 0.23 0.07 0.09 0.12 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-753
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:25 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): 0.800 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: 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 106 647 164 451 2034 122 100 1422 374 125 654 111 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: 106 647 164 451 2034 122 100 1422 374 125 654 111 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: 106 647 164 451 2034 122 100 1422 374 125 654 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 106 647 164 451 2034 122 100 1422 374 125 654 111 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: 106 647 164 451 2034 122 100 1422 374 125 654 111 ------------|---------------||---------------||---------------||---------------| 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 1.06 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 4029 971 3200 5100 1600 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.16 0.17 0.14 0.40 0.08 0.03 0.28 0.23 0.04 0.13 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-754
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:26 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): 1.007 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 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 48 173 2324 87 90 753 303 146 453 103 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: 107 759 48 173 2324 87 90 753 303 146 453 103 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: 107 759 48 173 2324 87 90 753 303 146 453 103 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 107 759 48 173 2324 87 90 753 303 146 453 103 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: 107 759 48 173 2324 87 90 753 303 146 453 103 ------------|---------------||---------------||---------------||---------------| 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 2382 918 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.16 0.17 0.11 0.48 0.50 0.06 0.32 0.33 0.09 0.13 0.06 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-755
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:27 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): 0.615 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 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 1915 760 82 626 26 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 1915 760 82 626 26 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 1915 760 82 626 26 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 86 4 24 8 2 19 7 1915 760 82 626 26 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 1915 760 82 626 26 ------------|---------------||---------------||---------------||---------------| 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 0.05 0.12 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-756
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:28 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): 0.747 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 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: 128 898 92 289 1662 115 133 1204 363 152 506 151 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: 128 898 92 289 1662 115 133 1204 363 152 506 151 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: 128 898 92 289 1662 115 133 1204 363 152 506 151 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 128 898 92 289 1662 115 133 1204 363 152 506 151 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: 128 898 92 289 1662 115 133 1204 363 152 506 151 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.04 0.18 0.06 0.09 0.33 0.07 0.08 0.24 0.23 0.10 0.10 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-757
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:28 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): 0.705 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 209 242 2284 56 9 109 42 149 190 107 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 209 242 2284 56 9 109 42 149 190 107 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 209 242 2284 56 9 109 42 149 190 107 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 221 1128 209 242 2284 56 9 109 42 149 190 107 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 209 242 2284 56 9 109 42 149 190 107 ------------|---------------||---------------||---------------||---------------| 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 1.00 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 2410 890 1604 2045 1151 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.22 0.13 0.08 0.45 0.04 0.01 0.05 0.05 0.09 0.09 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-758
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:29 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 NB Off-Ramp
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.573 Loss Time (sec): 5 Average Delay (sec/veh): 17.9 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: 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 2007 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 2007 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 2007 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 2007 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 2007 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 0.51 0.00 0.00 0.51 0.00 0.00 0.00 0.00 0.44 0.00 0.44 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 17.0 0.0 0.0 17.4 0.0 0.0 0.0 0.0 18.8 0.0 21.2 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: 0.0 17.0 0.0 0.0 17.4 0.0 0.0 0.0 0.0 18.8 0.0 21.2 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-759
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2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:30 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 SB Off-Ramp
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.618 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 1993 0 0 1278 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 1993 0 0 1278 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 1993 0 0 1278 0 475 0 529 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1993 0 0 1278 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 1993 0 0 1278 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 0.62 0.00 0.00 0.30 0.00 0.57 0.00 0.62 0.00 0.00 0.00 Delay/Veh: 0.0 12.0 0.0 0.0 8.8 0.0 28.3 0.0 29.0 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: 0.0 12.0 0.0 0.0 8.8 0.0 28.3 0.0 29.0 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-760
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:31 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): 0.676 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 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 1435 465 314 1812 8 7 25 25 50 2 26 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 1435 465 314 1812 8 7 25 25 50 2 26 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 1435 465 314 1812 8 7 25 25 50 2 26 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 7 1435 465 314 1812 8 7 25 25 50 2 26 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 1435 465 314 1812 8 7 25 25 50 2 26 ------------|---------------||---------------||---------------||---------------| 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 1.92 0.08 1.00 Final Sat.: 1600 3825 1175 1600 4979 21 393 1404 1404 3077 123 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.38 0.40 0.20 0.36 0.38 0.02 0.02 0.02 0.02 0.02 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-761
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:31 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): 0.887 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 80 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: 196 1508 284 272 1579 181 170 977 151 180 809 271 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: 196 1508 284 272 1579 181 170 977 151 180 809 271 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: 196 1508 284 272 1579 181 170 977 151 180 809 271 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 196 1508 284 272 1579 181 170 977 151 180 809 271 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: 196 1508 284 272 1579 181 170 977 151 180 809 271 ------------|---------------||---------------||---------------||---------------| 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 1.05 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 4506 494 1600 4357 643 1600 3796 1204 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.30 0.18 0.17 0.35 0.37 0.11 0.22 0.24 0.11 0.21 0.23 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-762
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:32 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): 0.800 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: 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 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 138 1479 198 184 2242 162 92 216 50 93 240 19 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: 138 1479 198 184 2242 162 92 216 50 93 240 19 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: 138 1479 198 184 2242 162 92 216 50 93 240 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 138 1479 198 184 2242 162 92 216 50 93 240 19 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: 138 1479 198 184 2242 162 92 216 50 93 240 19 ------------|---------------||---------------||---------------||---------------| 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 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 0.81 0.19 1.00 0.93 0.07 Final Sat.: 1600 5100 1600 1600 5100 1600 1600 1299 301 1600 1483 117 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.29 0.12 0.12 0.44 0.10 0.06 0.17 0.17 0.06 0.16 0.16 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-763
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:32 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): 0.882 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 77 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: 212 935 131 225 1576 133 361 1002 268 463 608 121 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: 212 935 131 225 1576 133 361 1002 268 463 608 121 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: 212 935 131 225 1576 133 361 1002 268 463 608 121 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 212 935 131 225 1576 133 361 1002 268 463 608 121 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: 212 935 131 225 1576 133 361 1002 268 463 608 121 ------------|---------------||---------------||---------------||---------------| 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 4410 590 3200 4626 374 3200 3987 1013 3200 4203 797 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.21 0.22 0.07 0.34 0.36 0.11 0.25 0.26 0.14 0.14 0.15 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-764
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:33 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): 0.847 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: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 235 1039 136 205 1628 119 69 1010 301 277 836 271 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: 235 1039 136 205 1628 119 69 1010 301 277 836 271 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: 235 1039 136 205 1628 119 69 1010 301 277 836 271 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 235 1039 136 205 1628 119 69 1010 301 277 836 271 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: 235 1039 136 205 1628 119 69 1010 301 277 836 271 ------------|---------------||---------------||---------------||---------------| 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 4444 556 3200 4673 327 3200 3898 1102 3200 3825 1175 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.23 0.24 0.06 0.35 0.36 0.02 0.26 0.27 0.09 0.22 0.23 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-765
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:33 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): 0.690 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: 280 870 100 269 1357 152 121 984 145 298 627 178 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: 280 870 100 269 1357 152 121 984 145 298 627 178 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: 280 870 100 269 1357 152 121 984 145 298 627 178 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 280 870 100 269 1357 152 121 984 145 298 627 178 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: 280 870 100 269 1357 152 121 984 145 298 627 178 ------------|---------------||---------------||---------------||---------------| 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 4505 495 3200 5100 1600 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.19 0.20 0.08 0.27 0.10 0.04 0.19 0.09 0.09 0.12 0.11 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-766
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:34 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): 0.687 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 3 0 1 2 0 2 1 0 2 0 1 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 182 1051 160 191 1627 104 44 286 58 357 299 154 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: 182 1051 160 191 1627 104 44 286 58 357 299 154 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: 182 1051 160 191 1627 104 44 286 58 357 299 154 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 182 1051 160 191 1627 104 44 286 58 357 299 154 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: 182 1051 160 191 1627 104 44 286 58 357 299 154 ------------|---------------||---------------||---------------||---------------| 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 2760 540 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.21 0.10 0.06 0.35 0.36 0.01 0.10 0.11 0.11 0.09 0.10 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-767
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:35 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): 0.742 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: 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: 140 0 188 0 0 0 0 1788 436 178 949 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: 140 0 188 0 0 0 0 1788 436 178 949 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: 140 0 188 0 0 0 0 1788 436 178 949 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 140 0 188 0 0 0 0 1788 436 178 949 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: 140 0 188 0 0 0 0 1788 436 178 949 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: 0.09 0.00 0.12 0.00 0.00 0.00 0.00 0.44 0.46 0.11 0.19 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-768
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:35 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): 0.878 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 76 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 50 1127 180 210 847 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: 47 193 78 154 472 160 50 1127 180 210 847 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: 47 193 78 154 472 160 50 1127 180 210 847 97 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 47 193 78 154 472 160 50 1127 180 210 847 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: 47 193 78 154 472 160 50 1127 180 210 847 97 ------------|---------------||---------------||---------------||---------------| 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 4339 661 1600 4507 493 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Orange City CouncilMarch 10, 2026

Orange City Council
March 10, 2026