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 1.00 1.00 1.00 1.00 1.00 1.00 0.74 0.26 1.00 0.62 0.38 Final Sat.: 1600 1700 1600 1600 1700 1600 1600 1184 416 1600 989 611 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.12 0.28 0.16 0.27 0.36 0.21 0.19 0.53 0.53 0.16 0.56 0.56 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-805
Attachment 8
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-------------------------------------------------------------------------------- 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): 1.515
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 0 1 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 45 631 312 123 901 41 161 1959 121 194 1282 120 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 45 631 312 123 901 41 161 1959 121 194 1282 120 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 45 631 312 123 901 41 161 1959 121 194 1282 120 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 45 631 312 123 901 41 161 1959 121 194 1282 120 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 45 631 312 123 901 41 161 1959 121 194 1282 120 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.03 1.00 1.00 1.03 1.00 Lanes: 1.00 0.67 0.33 0.11 0.85 0.04 1.00 1.88 0.12 1.00 1.83 0.17 Final Sat.: 1600 1071 529 185 1354 62 1600 3114 186 1600 3026 274 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.59 0.59 0.08 0.67 0.67 0.10 0.63 0.65 0.12 0.42 0.44 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-806
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #65 Standard Ave and Mcfadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.843
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 63 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 44 170 77 123 297 21 21 736 89 81 214 48
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 44 170 77 123 297 21 21 736 89 81 214 48
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 44 170 77 123 297 21 21 736 89 81 214 48
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 44 170 77 123 297 21 21 736 89 81 214 48
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 44 170 77 123 297 21 21 736 89 81 214 48
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.69 0.31 1.00 0.93 0.07 1.00 0.89 0.11 1.00 0.82 0.18 Final Sat.: 1600 1101 499 1600 1494 106 1600 1427 173 1600 1307 293 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.15 0.15 0.08 0.20 0.20 0.01 0.52 0.52 0.05 0.16 0.16 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-807
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #66 Halladay St and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.692
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: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 2 1 0 0 1 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 69 0 160 0 0 0 0 1772 200 210 797 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: 69 0 160 0 0 0 0 1772 200 210 797 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: 69 0 160 0 0 0 0 1772 200 210 797 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 69 0 160 0 0 0 0 1772 200 210 797 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: 69 0 160 0 0 0 0 1772 200 210 797 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.70 0.30 0.63 2.37 0.00 Final Sat.: 1600 0 1600 0 0 0 0 4513 487 1001 3999 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.00 0.10 0.00 0.00 0.00 0.00 0.39 0.41 0.13 0.20 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-808
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #67 Halladay St and Dyer Rd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.668
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 34 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: 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: 16 26 71 155 31 33 54 1820 13 126 686 111
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: 16 26 71 155 31 33 54 1820 13 126 686 111
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: 16 26 71 155 31 33 54 1820 13 126 686 111
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 16 26 71 155 31 33 54 1820 13 126 686 111
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: 16 26 71 155 31 33 54 1820 13 126 686 111
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.04 1.00 1.00 1.05 1.00 Lanes: 1.00 0.27 0.73 1.00 0.48 0.52 1.00 2.98 0.02 1.00 2.58 0.42 Final Sat.: 1600 429 1171 1600 775 825 1600 4966 34 1600 4331 669 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.01 0.06 0.06 0.10 0.04 0.04 0.03 0.37 0.38 0.08 0.16 0.17 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-809
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #68 SR-55 SB Ramps and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.623
Loss Time (sec): 5 Average Delay (sec/veh): 20.2
Optimal Cycle: 32 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 Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 0 0 0 2 0 0 0 2 0 0 2 1 1 0 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 0 0 998 0 903 0 1423 1014 0 1363 155
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 998 0 903 0 1423 1014 0 1363 155
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 0 0 998 0 903 0 1423 0 0 1363 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 998 0 903 0 1423 0 0 1363 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 0 0 998 0 903 0 1423 0 0 1363 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1.00 0.75 1.00 0.91 0.91 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 2.00 0.00 3.00 1.00 0.00 3.00 1.00 Final Sat.: 0 0 0 3502 0 2842 0 5187 1729 0 5187 1900
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.29 0.00 0.32 0.00 0.27 0.00 0.00 0.26 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.51 0.00 0.51 0.00 0.44 0.00 0.00 0.44 0.00 Volume/Cap: 0.00 0.00 0.00 0.56 0.00 0.62 0.00 0.62 0.00 0.00 0.60 0.00 Delay/Veh: 0.0 0.0 0.0 17.2 0.0 18.5 0.0 22.1 0.0 0.0 21.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 17.2 0.0 18.5 0.0 22.1 0.0 0.0 21.7 0.0 LOS by Move: A A A B A B A C A A C A
HCM2k85thQ: 0 0 0 17 0 18 0 19 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-810
Attachment 8
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-------------------------------------------------------------------------------- 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): 0.728
Loss Time (sec): 5 Average Delay (sec/veh): 19.5
Optimal Cycle: 42 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: 965 0 1037 0 0 0 0 1503 744 0 591 279
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: 965 0 1037 0 0 0 0 1503 744 0 591 279
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: 965 0 0 0 0 0 0 1503 0 0 591 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 965 0 0 0 0 0 0 1503 0 0 591 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: 965 0 0 0 0 0 0 1503 0 0 591 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: 0.28 0.00 0.00 0.00 0.00 0.00 0.00 0.42 0.00 0.00 0.11 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.38 0.00 0.00 0.00 0.00 0.00 0.00 0.57 0.00 0.00 0.57 0.00 Volume/Cap: 0.73 0.00 0.00 0.00 0.00 0.00 0.00 0.73 0.00 0.00 0.20 0.00 Delay/Veh: 28.7 0.0 0.0 0.0 0.0 0.0 0.0 17.1 0.0 0.0 10.4 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: 28.7 0.0 0.0 0.0 0.0 0.0 0.0 17.1 0.0 0.0 10.4 0.0 LOS by Move: C A A A A A A B A A B A
HCM2k85thQ: 21 0 0 0 0 0 0 27 0 0 5 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-811
Attachment 8
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-------------------------------------------------------------------------------- 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): 0.610
Loss Time (sec): 5 Average Delay (sec/veh): 25.9
Optimal Cycle: 31 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Ovl Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 1 0 0 2 0 1 1 0 1 1 0 3 0 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 312 37 713 50 242 60 34 1282 273 418 663 111
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: 312 37 713 50 242 60 34 1282 273 418 663 111 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: 312 37 713 50 242 60 34 1282 273 418 663 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 312 37 713 50 242 60 34 1282 273 418 663 111 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: 312 37 713 50 242 60 34 1282 273 418 663 111 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.96 0.96 0.75 0.94 0.94 0.85 0.95 0.91 0.85 0.92 0.91 0.85 Lanes: 1.79 0.21 2.00 0.34 1.66 1.00 1.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3251 386 2842 613 2968 1615 1805 5187 1615 3502 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.10 0.10 0.25 0.08 0.08 0.04 0.02 0.25 0.17 0.12 0.13 0.07 Crit Moves: **** **** **** ****
Green/Cycle: 0.22 0.22 0.41 0.13 0.13 0.13 0.08 0.41 0.41 0.20 0.52 0.52 Volume/Cap: 0.45 0.45 0.61 0.61 0.61 0.28 0.24 0.61 0.42 0.61 0.24 0.13 Delay/Veh: 34.4 34.4 24.1 43.2 43.2 39.7 44.3 24.0 21.7 38.3 13.1 12.3 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: 34.4 34.4 24.1 43.2 43.2 39.7 44.3 24.0 21.7 38.3 13.1 12.3 LOS by Move: C C C D D D D C C D B B
HCM2k85thQ: 8 8 16 8 8 3 2 18 9 11 6 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-812
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #71 Glassell St and La Veta Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.826
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: 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: 292 458 139 13 274 60 57 293 563 380 401 10
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 292 458 139 13 274 60 57 293 563 380 401 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 292 458 139 13 274 60 57 293 563 380 401 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 292 458 139 13 274 60 57 293 563 380 401 10 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 292 458 139 13 274 60 57 293 563 380 401 10 OvlAdjVol: 0 417
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.03 1.00 Lanes: 2.00 1.00 1.00 1.00 1.64 0.36 1.00 1.00 1.00 1.00 1.95 0.05 Final Sat.: 3200 1700 1600 1600 2725 575 1600 1700 1600 1600 3222 78 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.09 0.27 0.09 0.01 0.10 0.10 0.04 0.17 0.35 0.24 0.12 0.13 OvlAdjV/S: 0.00 0.26
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-813
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #72 Glassell St and SR-22 WB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.841
Loss Time (sec): 5 Average Delay (sec/veh): 30.1
Optimal Cycle: 65 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: 568 638 0 0 1017 473 0 0 0 247 4 369
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: 568 638 0 0 1017 473 0 0 0 247 4 369
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: 568 638 0 0 1017 473 0 0 0 247 4 369
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 568 638 0 0 1017 473 0 0 0 247 4 369
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: 568 638 0 0 1017 473 0 0 0 247 4 369
------------|---------------||---------------||---------------||---------------| 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 1.40 0.01 1.59 Final Sat.: 1805 3610 0 0 3610 1615 0 0 0 2271 21 2589
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.31 0.18 0.00 0.00 0.28 0.29 0.00 0.00 0.00 0.11 0.19 0.14 Crit Moves: **** **** ****
Green/Cycle: 0.37 0.72 0.00 0.00 0.35 0.35 0.00 0.00 0.00 0.23 0.23 0.23 Volume/Cap: 0.84 0.24 0.00 0.00 0.81 0.84 0.00 0.00 0.00 0.48 0.84 0.63 Delay/Veh: 37.9 4.7 0.0 0.0 33.6 41.0 0.0 0.0 0.0 33.7 45.5 36.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.9 4.7 0.0 0.0 33.6 41.0 0.0 0.0 0.0 33.7 45.5 36.0 LOS by Move: D A A A C D A A A C D D
HCM2k85thQ: 27 5 0 0 25 24 0 0 0 8 18 11
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-814
Attachment 8
1851
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:04 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): 0.842
Loss Time (sec): 5 Average Delay (sec/veh): 29.6
Optimal Cycle: 65 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: 0 968 258 345 904 0 258 0 1012 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: 0 968 258 345 904 0 258 0 1012 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: 0 968 258 345 904 0 258 0 1012 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 968 258 345 904 0 258 0 1012 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: 0 968 258 345 904 0 258 0 1012 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.95 0.95 1.00 0.87 1.00 0.87 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 1.20 0.00 1.80 0.00 0.00 0.00 Final Sat.: 0 3610 1615 1805 3610 0 1992 0 2974 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.27 0.16 0.19 0.25 0.00 0.13 0.00 0.34 0.00 0.00 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.32 0.32 0.23 0.55 0.00 0.40 0.00 0.40 0.00 0.00 0.00 Volume/Cap: 0.00 0.84 0.50 0.84 0.46 0.00 0.32 0.00 0.84 0.00 0.00 0.00 Delay/Veh: 0.0 37.5 28.4 51.4 13.9 0.0 20.4 0.0 31.3 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 37.5 28.4 51.4 13.9 0.0 20.4 0.0 31.3 0.0 0.0 0.0 LOS by Move: A D C D B A C A C A A A
HCM2k85thQ: 0 25 10 19 13 0 7 0 27 0 0 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-815
Attachment 8
1852
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:05 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): 0.569
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 27 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: 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 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 25 1032 148 184 1531 34 99 60 59 152 17 137
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: 25 1032 148 184 1531 34 99 60 59 152 17 137 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: 25 1032 148 184 1531 34 99 60 59 152 17 137 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 25 1032 148 184 1531 34 99 60 59 152 17 137 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: 25 1032 148 184 1531 34 99 60 59 152 17 137 ------------|---------------||---------------||---------------||---------------| 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 2.62 0.38 1.00 2.93 0.07 1.00 1.01 0.99 1.00 0.11 0.89 Final Sat.: 1600 4398 602 1600 4896 104 1600 1713 1587 1600 177 1423 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.02 0.23 0.25 0.12 0.31 0.33 0.06 0.04 0.04 0.10 0.10 0.10 Crit Moves: **** **** **** ****
******************************************************************************** K-816
Attachment 8
1853
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:05 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): 0.798
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 52 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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: 92 648 167 307 1503 338 179 291 60 140 270 246 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 648 167 307 1503 338 179 291 60 140 270 246 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 92 648 167 307 1503 338 179 291 60 140 270 246 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 92 648 167 307 1503 338 179 291 60 140 270 246 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 92 648 167 307 1503 338 179 291 60 140 270 246 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.00 1.00 1.00 1.06 1.00 Lanes: 1.00 2.39 0.61 1.00 2.45 0.55 1.00 0.83 0.17 1.00 1.00 1.00 Final Sat.: 1600 4016 984 1600 4119 881 1600 1326 274 1600 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.16 0.17 0.19 0.36 0.38 0.11 0.22 0.22 0.09 0.16 0.15 Crit Moves: **** **** **** ****
******************************************************************************** K-817
Attachment 8
1854
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:06 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: 228 666 458 303 1270 249 246 915 116 401 1047 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: 228 666 458 303 1270 249 246 915 116 401 1047 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: 228 666 458 303 1270 249 246 915 116 401 1047 114 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 228 666 458 303 1270 249 246 915 116 401 1047 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: 228 666 458 303 1270 249 246 915 116 401 1047 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 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.00 1.00 1.00 2.51 0.49 2.00 2.66 0.34 2.00 2.71 0.29 Final Sat.: 1600 3400 1600 1600 4213 787 3200 4460 540 3200 4529 471 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.14 0.20 0.29 0.19 0.30 0.32 0.08 0.21 0.21 0.13 0.23 0.24 Crit Moves: **** **** **** ****
******************************************************************************** K-818
Attachment 8
1855
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:07 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): 0.845
Loss Time (sec): 5 Average Delay (sec/veh): 15.3
Optimal Cycle: 66 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 1145 662 104 3338 0 0 0 0 557 0 154
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: 0 1145 662 104 3338 0 0 0 0 557 0 154
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 1145 0 104 3338 0 0 0 0 557 0 154
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1145 0 104 3338 0 0 0 0 557 0 154
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 1145 0 104 3338 0 0 0 0 557 0 154
------------|---------------||---------------||---------------||---------------| 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 0.32 0.00 0.06 0.64 0.00 0.00 0.00 0.00 0.16 0.00 0.10 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.64 0.00 0.12 0.76 0.00 0.00 0.00 0.00 0.19 0.00 0.19 Volume/Cap: 0.00 0.49 0.00 0.49 0.84 0.00 0.00 0.00 0.00 0.84 0.00 0.51 Delay/Veh: 0.0 9.4 0.0 43.2 9.8 0.0 0.0 0.0 0.0 49.0 0.0 37.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 9.4 0.0 43.2 9.8 0.0 0.0 0.0 0.0 49.0 0.0 37.8 LOS by Move: A A A D A A A A A D A D
HCM2k85thQ: 0 15 0 6 39 0 0 0 0 17 0 7
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-819
Attachment 8
1856
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:07 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): 0.881
Loss Time (sec): 5 Average Delay (sec/veh): 26.3
Optimal Cycle: 80 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: 79 1119 57 231 1908 1684 242 200 394 5 407 37 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 79 1119 57 231 1908 1684 242 200 394 5 407 37 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 79 1119 57 231 1908 1684 242 200 394 5 407 37 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 79 1119 57 231 1908 1684 242 200 394 5 407 37 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 79 1119 57 231 1908 1684 242 200 394 5 407 37 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.95 0.75 0.92 1.00 0.75 0.94 0.94 0.94 Lanes: 1.00 2.85 0.15 1.00 2.00 2.00 2.00 1.00 2.00 0.02 1.82 0.16 Final Sat.: 1805 4901 250 1805 3610 2842 3502 1900 2842 40 3230 294 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.23 0.23 0.13 0.53 0.59 0.07 0.11 0.14 0.13 0.13 0.13 Crit Moves: **** **** **** ****
Green/Cycle: 0.05 0.42 0.42 0.23 0.60 0.76 0.16 0.16 0.16 0.14 0.14 0.14 Volume/Cap: 0.88 0.55 0.55 0.55 0.88 0.78 0.44 0.67 0.88 0.88 0.88 0.88 Delay/Veh: 105.1 22.4 22.4 35.2 21.6 9.2 38.7 45.4 59.3 58.3 58.3 58.3 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: 105.1 22.4 22.4 35.2 21.6 9.2 38.7 45.4 59.3 58.3 58.3 58.3 LOS by Move: F C C D C A D D E E E E
HCM2k85thQ: 7 15 15 10 41 28 6 11 15 15 15 15
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-820
Attachment 8
1857
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:08 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): 0.827
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: 2 0 2 1 0 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 186 655 31 121 1753 213 318 760 216 268 939 107 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: 186 655 31 121 1753 213 318 760 216 268 939 107 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: 186 655 31 121 1753 213 318 760 216 268 939 107 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 186 655 31 121 1753 213 318 760 216 268 939 107 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: 186 655 31 121 1753 213 318 760 216 268 939 107 ------------|---------------||---------------||---------------||---------------| 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 2.86 0.14 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 4783 217 3200 5100 1600 3200 3400 1600 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.14 0.14 0.04 0.34 0.13 0.10 0.22 0.14 0.08 0.28 0.07 Crit Moves: **** **** **** ****
******************************************************************************** K-821
Attachment 8
1858
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:09 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): 0.935
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 113 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 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 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 53 737 163 174 2086 57 64 449 118 81 237 148
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: 53 737 163 174 2086 57 64 449 118 81 237 148 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: 53 737 163 174 2086 57 64 449 118 81 237 148 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 53 737 163 174 2086 57 64 449 118 81 237 148 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: 53 737 163 174 2086 57 64 449 118 81 237 148 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.46 0.54 1.00 2.92 0.08 1.00 0.79 0.21 1.00 0.62 0.38 Final Sat.: 1600 4131 869 1600 4872 128 1600 1267 333 1600 985 615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.18 0.19 0.11 0.43 0.45 0.04 0.35 0.35 0.05 0.24 0.24 Crit Moves: **** **** **** ****
******************************************************************************** K-822
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:09 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): 1.011
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 0 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 262 1104 165 294 1974 192 109 352 107 95 340 86 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 262 1104 165 294 1974 192 109 352 107 95 340 86 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 262 1104 165 294 1974 192 109 352 107 95 340 86 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 262 1104 165 294 1974 192 109 352 107 95 340 86 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 262 1104 165 294 1974 192 109 352 107 95 340 86 ------------|---------------||---------------||---------------||---------------| 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 1.04 1.00 Lanes: 1.00 2.61 0.39 1.00 2.73 0.27 1.00 0.77 0.23 1.00 1.60 0.40 Final Sat.: 1600 4376 624 1600 4575 425 1600 1227 373 1600 2654 646 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.16 0.25 0.26 0.18 0.43 0.45 0.07 0.29 0.29 0.06 0.13 0.13 Crit Moves: **** **** **** ****
******************************************************************************** K-823
Attachment 8
1860
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:10 Page 84-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #82 Grand Ave and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.897
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 85 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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: 65 649 127 253 1293 253 396 1654 159 170 651 142 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 65 649 127 253 1293 253 396 1654 159 170 651 142 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 65 649 127 253 1293 253 396 1654 159 170 651 142 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 65 649 127 253 1293 253 396 1654 159 170 651 142 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 65 649 127 253 1293 253 396 1654 159 170 651 142 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.51 0.49 1.00 2.51 0.49 1.00 2.74 0.26 1.00 2.46 0.54 Final Sat.: 1600 4214 786 1600 4214 786 1600 4579 421 1600 4140 860 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.15 0.16 0.16 0.31 0.32 0.25 0.36 0.38 0.11 0.16 0.17 Crit Moves: **** **** **** ****
******************************************************************************** K-824
Attachment 8
1861
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:11 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): 0.664
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 34 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 2 0 3 0 1 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 187 564 241 204 589 199 314 1120 440 140 617 208 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: 187 564 241 204 589 199 314 1120 440 140 617 208 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: 187 564 241 204 589 199 314 1120 440 140 617 208 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 187 564 241 204 589 199 314 1120 440 140 617 208 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: 187 564 241 204 589 199 314 1120 440 140 617 208 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 2.10 0.90 1.00 2.24 0.76 2.00 3.00 1.00 2.00 2.24 0.76 Final Sat.: 1600 3563 1437 1600 3788 1212 3200 5100 1600 3200 3790 1210 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.12 0.16 0.17 0.13 0.16 0.16 0.10 0.22 0.28 0.04 0.16 0.17 Crit Moves: **** **** **** ****
******************************************************************************** K-825
Attachment 8
1862
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:12 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): 0.565
Loss Time (sec): 5 Average Delay (sec/veh): 17.3
Optimal Cycle: 28 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Ignore Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1! 0 1 0 0 0 0 0 0 0 3 0 1 0 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 637 0 521 0 0 0 0 1550 620 0 859 517
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 637 0 521 0 0 0 0 1550 620 0 859 517
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: 637 0 521 0 0 0 0 1550 0 0 859 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 637 0 521 0 0 0 0 1550 0 0 859 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: 637 0 521 0 0 0 0 1550 0 0 859 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 1.00 0.91 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 0.91 Lanes: 1.55 0.00 1.45 0.00 0.00 0.00 0.00 3.00 1.00 0.00 3.00 0.00 Final Sat.: 2674 0 2501 0 0 0 0 5187 1900 0 5187 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.24 0.00 0.21 0.00 0.00 0.00 0.00 0.30 0.00 0.00 0.17 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.42 0.00 0.42 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0.53 0.00 Volume/Cap: 0.57 0.00 0.49 0.00 0.00 0.00 0.00 0.57 0.00 0.00 0.31 0.00 Delay/Veh: 22.3 0.0 21.3 0.0 0.0 0.0 0.0 16.1 0.0 0.0 13.4 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: 22.3 0.0 21.3 0.0 0.0 0.0 0.0 16.1 0.0 0.0 13.4 0.0 LOS by Move: C A C A A A A B A A B A
HCM2k85thQ: 15 0 13 0 0 0 0 18 0 0 8 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-826
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:13 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): 0.900
Loss Time (sec): 5 Average Delay (sec/veh): 23.4
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: 185 235 0 0 480 245 195 0 312 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 185 235 0 0 480 245 195 0 312 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 185 235 0 0 480 245 195 0 312 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 185 235 0 0 480 245 195 0 312 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 185 235 0 0 480 245 195 0 312 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.: 465 498 0 0 534 586 459 0 541 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.40 0.47 xxxx xxxx 0.90 0.42 0.43 xxxx 0.58 xxxx xxxx xxxx Crit Moves: **** **** ****
Delay/Veh: 15.0 15.6 0.0 0.0 42.9 12.8 15.7 0.0 17.1 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: 15.0 15.6 0.0 0.0 42.9 12.8 15.7 0.0 17.1 0.0 0.0 0.0 LOS by Move: B C * * E B C * C * * *
ApproachDel: 15.3 32.8 16.6 xxxxxx
Delay Adj: 1.00 1.00 1.00 xxxxx
ApprAdjDel: 15.3 32.8 16.6 xxxxxx
LOS by Appr: C D C *
AllWayAvgQ: 0.6 0.8 0.0 0.0 5.0 0.7 0.7 0.0 1.2 0.0 0.0 0.0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-827
Attachment 8
1864
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:14 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): 0.624
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: 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 1 0 0 0 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 0 0 618 0 199 69 185 0 0 130 101
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 618 0 199 69 185 0 0 130 101
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 618 0 199 69 185 0 0 130 101
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 618 0 199 69 185 0 0 130 101
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 618 0 199 69 185 0 0 130 101
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.56 0.44 Final Sat.: 0 0 0 1600 0 1600 1600 1700 0 0 900 700
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.39 0.00 0.12 0.04 0.11 0.00 0.00 0.14 0.14 Crit Moves: **** **** ****
******************************************************************************** K-828
Attachment 8
1865
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:15 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): 0.755
Loss Time (sec): 5 Average Delay (sec/veh): 27.4
Optimal Cycle: 46 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 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 5 0 122 276 164 618 0 922 10 46 701 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: 5 0 122 276 164 618 0 922 10 46 701 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: 5 0 122 276 164 618 0 922 10 46 701 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 5 0 122 276 164 618 0 922 10 46 701 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: 5 0 122 276 164 618 0 922 10 46 701 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 0.95 0.95 0.95 0.95 0.95 Lanes: 1.00 0.00 1.00 1.23 0.27 1.50 0.00 1.98 0.02 1.00 2.00 0.00 Final Sat.: 1805 0 1615 2097 459 2575 0 3564 39 1805 3610 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.08 0.13 0.36 0.24 0.00 0.26 0.26 0.03 0.19 0.00 Crit Moves: **** **** **** ****
Green/Cycle: 0.10 0.00 0.10 0.47 0.47 0.47 0.00 0.34 0.34 0.03 0.38 0.00 Volume/Cap: 0.03 0.00 0.75 0.28 0.75 0.51 0.00 0.75 0.75 0.75 0.52 0.00 Delay/Veh: 40.7 0.0 61.9 16.0 24.0 18.5 0.0 31.8 31.8 88.8 24.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.7 0.0 61.9 16.0 24.0 18.5 0.0 31.8 31.8 88.8 24.5 0.0 LOS by Move: D A E B C B A C C F C A
HCM2k85thQ: 0 0 8 7 25 14 0 22 22 5 14 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-829
Attachment 8
1866
K-830
Attachment 8
1867
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:16 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): 0.362
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: 9 365 105 48 944 3 9 11 35 279 1 43
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 9 365 105 48 944 3 9 11 35 279 1 43
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 9 365 105 48 944 3 9 11 35 279 1 43
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 9 365 105 48 944 3 9 11 35 279 1 43
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 9 365 105 48 944 3 9 11 35 279 1 43
OvlAdjVol: 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.00 1.00 Lanes: 1.00 2.33 0.67 1.00 2.99 0.01 1.00 1.00 1.00 1.99 0.01 1.00 Final Sat.: 1600 3928 1072 1600 4985 15 1600 1700 1600 3189 11 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.01 0.09 0.10 0.03 0.19 0.20 0.01 0.01 0.02 0.09 0.09 0.03 OvlAdjV/S: 0.00
Crit Moves: **** **** **** ****
******************************************************************************** K-831
Attachment 8
1868
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:17 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): 0.575
Loss Time (sec): 5 Average Delay (sec/veh): 13.2
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: 762 708 0 0 897 536 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: 762 708 0 0 897 536 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: 762 708 0 0 897 536 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 762 708 0 0 897 536 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: 762 708 0 0 897 536 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 1.00 1.00 0.86 0.86 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3502 3610 0 0 3264 1632 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.22 0.20 0.00 0.00 0.27 0.33 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
Green/Cycle: 0.38 0.95 0.00 0.00 0.57 0.57 0.00 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.57 0.21 0.00 0.00 0.48 0.57 0.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 25.3 0.2 0.0 0.0 12.8 14.0 0.0 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 25.3 0.2 0.0 0.0 12.8 14.0 0.0 0.0 0.0 0.0 0.0 0.0 LOS by Move: C A A A B B A A A A A A
HCM2k85thQ: 15 1 0 0 14 18 0 0 0 0 0 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-832
Attachment 8
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K-833
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:18 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): 0.718
Loss Time (sec): 5 Average Delay (sec/veh): 23.8
Optimal Cycle: 41 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 2 1 0 1 0 3 0 0 1 0 1! 0 1 0 0 1! 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 1213 6 13 779 0 252 25 1084 6 0 43
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1213 6 13 779 0 252 25 1084 6 0 43
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1213 6 13 779 0 252 25 1084 6 0 43
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1213 6 13 779 0 252 25 1084 6 0 43
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1213 6 13 779 0 252 25 1084 6 0 43
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.91 0.12 0.91 1.00 0.87 0.87 0.87 0.88 1.00 0.88 Lanes: 0.00 2.99 0.01 1.00 3.00 0.00 1.18 0.04 1.78 0.12 0.00 0.88 Final Sat.: 0 5156 26 232 5187 0 1960 60 2956 204 0 1460 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.24 0.24 0.06 0.15 0.00 0.13 0.42 0.37 0.03 0.00 0.03 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.33 0.33 0.33 0.33 0.00 0.58 0.58 0.58 0.04 0.00 0.04 Volume/Cap: 0.00 0.72 0.72 0.17 0.46 0.00 0.22 0.72 0.63 0.72 0.00 0.72 Delay/Veh: 0.0 31.1 31.1 25.0 26.8 0.0 10.1 16.4 14.4 78.0 0.0 78.0 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 31.1 31.1 25.0 26.8 0.0 10.1 16.4 14.4 78.0 0.0 78.0 LOS by Move: A C C C C A B B B E A E
HCM2k85thQ: 0 20 20 1 11 0 5 24 19 5 0 5
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-834
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #91 Tustin Ave and Fairhaven Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.242
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 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 125 720 126 249 2148 42 78 297 511 306 338 442 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 125 720 126 249 2148 42 78 297 511 306 338 442 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 125 720 126 249 2148 42 78 297 511 306 338 442 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 125 720 126 249 2148 42 78 297 511 306 338 442 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 125 720 126 249 2148 42 78 297 511 306 338 442 ------------|---------------||---------------||---------------||---------------| 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 1.00 1.00 Lanes: 2.00 2.55 0.45 2.00 2.94 0.06 1.00 0.37 0.63 1.00 0.43 0.57 Final Sat.: 3200 4285 715 3200 4908 92 1600 588 1012 1600 693 907 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.17 0.18 0.08 0.44 0.46 0.05 0.51 0.50 0.19 0.49 0.49 Crit Moves: **** **** **** ****
******************************************************************************** K-835
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:19 Page 94-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #92 Tustin Ave and Santa Clara Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.097
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 180 Level Of Service: F
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 2 0 2 1 0 1 0 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 102 556 104 135 2756 87 116 293 214 118 244 122 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 102 556 104 135 2756 87 116 293 214 118 244 122 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 102 556 104 135 2756 87 116 293 214 118 244 122 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 102 556 104 135 2756 87 116 293 214 118 244 122 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 102 556 104 135 2756 87 116 293 214 118 244 122 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.53 0.47 2.00 2.91 0.09 1.00 0.58 0.42 1.00 0.67 0.33 Final Sat.: 1600 4244 756 3200 4853 147 1600 925 675 1600 1067 533 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.13 0.14 0.04 0.57 0.59 0.07 0.32 0.32 0.07 0.23 0.23 Crit Moves: **** **** **** ****
******************************************************************************** K-836
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:20 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): 0.805
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 53 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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: 155 277 330 638 1841 20 215 849 145 488 770 188 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 155 277 330 638 1841 20 215 849 145 488 770 188 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 155 277 330 638 1841 20 215 849 145 488 770 188 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 155 277 330 638 1841 20 215 849 145 488 770 188 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 155 277 330 638 1841 20 215 849 145 488 770 188 OvlAdjVol: 86 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.00 1.00 2.00 2.97 0.03 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 3400 1600 3200 4948 52 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.05 0.08 0.21 0.20 0.37 0.39 0.07 0.17 0.09 0.15 0.15 0.12 OvlAdjV/S: 0.05 0.00
Crit Moves: **** **** **** ****
******************************************************************************** K-837
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:21 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): 0.791
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 50 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 2 0 2 0 1 1 0 2 1 1 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 40 204 183 743 946 293 159 942 39 129 727 472 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 204 183 743 946 293 159 942 39 129 727 472 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 40 204 183 743 946 293 159 942 39 129 727 472 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 40 204 183 743 946 293 159 942 39 129 727 472 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 40 204 183 743 946 293 159 942 39 129 727 472 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 3.00 1.00 1.00 2.00 1.00 Final Sat.: 1600 3400 1600 3200 3400 1600 1600 5100 1600 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.06 0.11 0.23 0.28 0.18 0.10 0.18 0.02 0.08 0.21 0.30 Crit Moves: **** **** **** ****
******************************************************************************** K-838
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:22 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): 0.653
Loss Time (sec): 5 Average Delay (sec/veh): 25.1
Optimal Cycle: 34 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 1 0 0 2 1 0 1 0 1 1 0 3 0 1 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 456 68 540 50 30 8 34 1334 493 510 1202 157
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 456 68 540 50 30 8 34 1334 493 510 1202 157 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 456 68 540 50 30 8 34 1334 0 510 1202 157
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 456 68 540 50 30 8 34 1334 0 510 1202 157
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 456 68 540 50 30 8 34 1334 0 510 1202 157
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.96 0.96 0.75 0.95 1.00 0.85 0.95 0.91 1.00 0.92 0.89 0.89 Lanes: 1.74 0.26 2.00 1.00 1.00 1.00 1.00 3.00 1.00 2.00 2.65 0.35 Final Sat.: 3168 472 2842 1805 1900 1615 1805 5187 1900 3502 4510 589 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.14 0.14 0.19 0.03 0.02 0.00 0.02 0.26 0.00 0.15 0.27 0.27 Crit Moves: **** **** **** ****
Green/Cycle: 0.29 0.29 0.29 0.04 0.04 0.04 0.04 0.39 0.00 0.22 0.58 0.58 Volume/Cap: 0.49 0.49 0.65 0.65 0.37 0.12 0.46 0.65 0.00 0.65 0.46 0.46 Delay/Veh: 29.7 29.7 32.9 65.6 49.5 46.8 51.5 25.5 0.0 37.3 12.4 12.4 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: 29.7 29.7 32.9 65.6 49.5 46.8 51.5 25.5 0.0 37.3 12.4 12.4 LOS by Move: C C C E D D D C A D B B
HCM2k85thQ: 11 11 14 4 2 1 3 19 0 13 13 13
K-839
Attachment 8
1876
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-840
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:23 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): 0.665
Loss Time (sec): 5 Average Delay (sec/veh): 25.6
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: 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: 413 109 69 20 497 728 269 163 155 8 223 4
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 413 109 69 20 497 728 269 163 155 8 223 4
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 413 109 69 20 497 728 269 163 155 8 223 4
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 413 109 69 20 497 728 269 163 155 8 223 4
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 413 109 69 20 497 728 269 163 155 8 223 4
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.86 0.86 0.95 0.91 0.85 0.92 0.88 0.88 0.95 0.95 0.95 Lanes: 2.00 2.00 1.00 1.00 3.00 1.00 2.00 1.03 0.97 1.00 1.96 0.04 Final Sat.: 3502 3257 1629 1805 5187 1615 3502 1715 1631 1805 3536 63 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.12 0.03 0.04 0.01 0.10 0.45 0.08 0.10 0.10 0.00 0.06 0.06 Crit Moves: **** **** **** ****
Green/Cycle: 0.18 0.59 0.59 0.15 0.56 0.68 0.12 0.20 0.20 0.01 0.09 0.09 Volume/Cap: 0.67 0.06 0.07 0.07 0.17 0.67 0.67 0.47 0.47 0.47 0.67 0.67 Delay/Veh: 41.1 8.9 8.9 36.4 10.6 11.0 46.5 35.8 35.8 68.7 48.6 48.6 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: 41.1 8.9 8.9 36.4 10.6 11.0 46.5 35.8 35.8 68.7 48.6 48.6 LOS by Move: D A A D B B D D D E D D
HCM2k85thQ: 11 1 2 1 4 21 8 8 8 1 8 8
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-841
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:24 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): 0.619
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 30 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include 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: 122 449 128 203 861 403 397 1276 271 250 1213 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: 122 449 128 203 861 403 397 1276 271 250 1213 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: 122 449 128 203 861 403 397 1276 271 250 1213 170 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 122 449 128 203 861 403 397 1276 271 250 1213 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: 122 449 128 203 861 403 397 1276 271 250 1213 170 OvlAdjVol: 205 210
------------|---------------||---------------||---------------||---------------| 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: 0.04 0.09 0.08 0.06 0.17 0.25 0.12 0.25 0.17 0.08 0.24 0.11 OvlAdjV/S: 0.13 0.13
Crit Moves: **** **** **** ****
******************************************************************************** K-842
Attachment 8
1879
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:25 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): 0.580
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 28 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 1 0 2 0 2 1 0 1 0 2 1 0 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 118 716 97 20 949 191 239 407 300 152 543 96
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 118 716 97 20 949 191 239 407 300 152 543 96 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 118 716 97 20 949 191 239 407 300 152 543 96 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 118 716 97 20 949 191 239 407 300 152 543 96 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 118 716 97 20 949 191 239 407 300 152 543 96 OvlAdjVol: 86
------------|---------------||---------------||---------------||---------------| 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 5936 764 3200 4196 804 1600 3400 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.12 0.13 0.01 0.23 0.24 0.15 0.12 0.19 0.05 0.11 0.06 OvlAdjV/S: 0.05
Crit Moves: **** **** **** ****
******************************************************************************** K-843
Attachment 8
1880
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:26 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): 0.577
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 27 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 3 1 0 2 0 4 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 184 458 151 184 809 106 126 758 300 522 583 114 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: 184 458 151 184 809 106 126 758 300 522 583 114 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: 184 458 151 184 809 106 126 758 300 522 583 114 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 184 458 151 184 809 106 126 758 300 522 583 114 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: 184 458 151 184 809 106 126 758 300 522 583 114 ------------|---------------||---------------||---------------||---------------| 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 1.06 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: 0.06 0.07 0.09 0.06 0.12 0.07 0.04 0.15 0.19 0.16 0.09 0.07 Crit Moves: **** **** **** ****
******************************************************************************** K-844
Attachment 8
1881
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:27 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): 0.930
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 109 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 3 0 1 1 0 3 0 1 1 0 2 0 1 2 0 1 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 235 693 434 233 1059 170 185 574 574 335 284 159 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 235 693 434 233 1059 170 185 574 574 335 284 159 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 235 693 434 233 1059 170 185 574 574 335 284 159 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 235 693 434 233 1059 170 185 574 574 335 284 159 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 235 693 434 233 1059 170 185 574 574 335 284 159 ------------|---------------||---------------||---------------||---------------| 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: 0.15 0.14 0.27 0.15 0.21 0.11 0.12 0.17 0.36 0.10 0.17 0.10 Crit Moves: **** **** **** ****
******************************************************************************** K-845
Attachment 8
1882
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:28 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): 0.709
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 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 13 205 529 485 1194 617 101 34 329 843 Growth Adj: 1.00 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 13 205 529 485 1194 617 101 34 329 843 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 13 205 529 0 1194 617 101 34 329 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 83 742 13 205 529 0 1194 617 101 34 329 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 13 205 529 0 1194 617 101 34 329 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 0.10 0.00 0.37 0.12 0.06 0.02 0.06 0.00 Crit Moves: **** **** **** ****
******************************************************************************** K-846
Attachment 8
1883
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:28 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): 0.733
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 41 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 0 1 2 0 2 0 1 2 0 2 1 0 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 201 691 449 78 365 126 139 1309 254 167 335 79 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 201 691 449 78 365 126 139 1309 254 167 335 79 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 201 691 449 78 365 126 139 1309 254 167 335 79 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 201 691 449 78 365 126 139 1309 254 167 335 79 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 201 691 449 78 365 126 139 1309 254 167 335 79 ------------|---------------||---------------||---------------||---------------| 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 4084 916 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.20 0.28 0.02 0.11 0.08 0.04 0.31 0.33 0.05 0.08 0.09 Crit Moves: **** **** **** ****
******************************************************************************** K-847
Attachment 8
1884
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:29 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): 0.480
Loss Time (sec): 5 Average Delay (sec/veh): 17.8
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 0 382 0 38 287 492 0 0 1027 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: 0 0 0 382 0 38 287 492 0 0 1027 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: 0 0 0 382 0 38 287 492 0 0 1027 300
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 382 0 38 287 492 0 0 1027 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: 0 0 0 382 0 38 287 492 0 0 1027 300
------------|---------------||---------------||---------------||---------------| 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 0.08 0.09 0.00 0.00 0.26 0.26 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.23 0.00 0.40 0.17 0.72 0.00 0.00 0.55 0.55 Volume/Cap: 0.00 0.00 0.00 0.48 0.00 0.06 0.48 0.13 0.00 0.00 0.48 0.48 Delay/Veh: 0.0 0.0 0.0 34.0 0.0 18.6 38.1 4.3 0.0 0.0 13.8 13.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 K-848
Attachment 8
1885
AdjDel/Veh: 0.0 0.0 0.0 34.0 0.0 18.6 38.1 4.3 0.0 0.0 13.8 13.8 LOS by Move: A A A C A B D A A A B B
HCM2k85thQ: 0 0 0 9 0 1 7 3 0 0 14 14
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-849
Attachment 8
1886
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:30 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): 0.530
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 0 174 0 22 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 0 174 0 22 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 0 174 0 22 27 357 0 0 2130 490
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 174 0 22 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 0 174 0 22 27 357 0 0 2130 490
OvlAdjVol: 403
------------|---------------||---------------||---------------||---------------| 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 0.05 0.00 0.01 0.01 0.07 0.00 0.00 0.42 0.31 OvlAdjV/S: 0.25
Crit Moves: **** **** ****
******************************************************************************** K-850
Attachment 8
1887
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:30 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): 0.930
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: 375 497 298 98 960 420 247 928 310 917 1506 47 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 375 497 298 98 960 420 247 928 310 917 1506 47 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 375 497 298 98 960 420 247 928 310 917 1506 47 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 375 497 298 98 960 420 247 928 310 917 1506 47 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 375 497 298 98 960 420 247 928 310 917 1506 47 OvlAdjVol: 173
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 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 2101 1199 3200 3400 3200 3200 5100 1600 3200 6800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.12 0.24 0.25 0.03 0.28 0.13 0.08 0.18 0.19 0.29 0.22 0.03 OvlAdjV/S: 0.05
Crit Moves: **** **** **** ****
******************************************************************************** K-851
Attachment 8
1888
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:31 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): 0.640
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 32 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: 222 569 183 20 1440 88 53 120 126 197 161 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: 222 569 183 20 1440 88 53 120 126 197 161 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: 222 569 183 20 1440 88 53 120 126 197 161 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 222 569 183 20 1440 88 53 120 126 197 161 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: 222 569 183 20 1440 88 53 120 126 197 161 12 ------------|---------------||---------------||---------------||---------------| 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 4724 276 1600 1700 1600 1600 1489 111 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.07 0.11 0.11 0.01 0.30 0.32 0.03 0.07 0.08 0.12 0.11 0.11 Crit Moves: **** **** **** ****
******************************************************************************** K-852
Attachment 8
1889
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:31 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): 0.631
Loss Time (sec): 5 Average Delay (sec/veh): 20.1
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: 266 883 0 0 1217 458 0 0 0 238 0 272
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 266 883 0 0 1217 458 0 0 0 238 0 272
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 266 883 0 0 1217 458 0 0 0 238 0 272
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 266 883 0 0 1217 458 0 0 0 238 0 272
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 266 883 0 0 1217 458 0 0 0 238 0 272
------------|---------------||---------------||---------------||---------------| 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 2271 0 1615
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.15 0.17 0.00 0.00 0.23 0.28 0.00 0.00 0.00 0.10 0.00 0.17 Crit Moves: **** **** ****
Green/Cycle: 0.23 0.68 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0.27 0.00 0.27 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: 37.5 6.1 0.0 0.0 20.0 23.0 0.0 0.0 0.0 30.4 0.0 35.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 K-853
Attachment 8
1890
AdjDel/Veh: 37.5 6.1 0.0 0.0 20.0 23.0 0.0 0.0 0.0 30.4 0.0 35.3 LOS by Move: D A A A C C A A A C A D
HCM2k85thQ: 13 6 0 0 15 17 0 0 0 5 0 13
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-854
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:32 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): 0.824
Loss Time (sec): 5 Average Delay (sec/veh): 24.7
Optimal Cycle: 60 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 527 392 1125 0 210 5 386 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 527 392 1125 0 210 5 386 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 527 392 1125 0 210 5 386 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1191 527 392 1125 0 210 5 386 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 527 392 1125 0 210 5 386 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 1759 42 1615 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.17 0.33 0.22 0.22 0.00 0.12 0.12 0.24 0.00 0.00 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.40 0.40 0.26 0.66 0.00 0.29 0.29 0.29 0.00 0.00 0.00 Volume/Cap: 0.00 0.43 0.82 0.82 0.33 0.00 0.41 0.41 0.82 0.00 0.00 0.00 Delay/Veh: 0.0 22.1 35.6 45.8 7.4 0.0 29.1 29.1 44.4 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 22.1 35.6 45.8 7.4 0.0 29.1 29.1 44.4 0.0 0.0 0.0 LOS by Move: A C D D A A C C D A A A
HCM2k85thQ: 0 11 25 20 8 0 9 9 20 0 0 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-855
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:33 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): 0.655
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 23 169 1274 134 242 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 23 169 1274 134 242 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 23 169 1274 134 242 59 48 49 26 215 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 16 1244 23 169 1274 134 242 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 23 169 1274 134 242 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 2.71 0.29 1.00 0.55 0.45 1.00 0.11 0.89 Final Sat.: 1600 6584 116 1600 4543 457 1600 882 718 1600 173 1427 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.01 0.19 0.20 0.11 0.28 0.29 0.15 0.07 0.07 0.03 0.15 0.15 Crit Moves: **** **** **** ****
******************************************************************************** K-856
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:33 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): 0.643
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 32 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: 135 525 99 117 1180 132 99 247 244 263 348 166 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: 135 525 99 117 1180 132 99 247 244 263 348 166 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: 135 525 99 117 1180 132 99 247 244 263 348 166 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 135 525 99 117 1180 132 99 247 244 263 348 166 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: 135 525 99 117 1180 132 99 247 244 263 348 166 ------------|---------------||---------------||---------------||---------------| 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 4238 762 1600 4517 483 1600 1710 1590 3200 2267 1033 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.08 0.12 0.13 0.07 0.26 0.27 0.06 0.14 0.15 0.08 0.15 0.16 Crit Moves: **** **** **** ****
******************************************************************************** K-857
Attachment 8
1894
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:34 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): 0.677
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 35 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: 128 542 175 132 1132 76 48 335 130 315 433 153 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: 128 542 175 132 1132 76 48 335 130 315 433 153 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: 128 542 175 132 1132 76 48 335 130 315 433 153 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 128 542 175 132 1132 76 48 335 130 315 433 153 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: 128 542 175 132 1132 76 48 335 130 315 433 153 OvlAdjVol: 21 21
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 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 4698 302 1600 1700 1600 3200 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.08 0.11 0.11 0.08 0.24 0.25 0.03 0.20 0.08 0.10 0.25 0.10 OvlAdjV/S: 0.01 0.01
Crit Moves: **** **** **** ****
******************************************************************************** K-858
Attachment 8
1895
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:34 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): 0.459
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: 0 396 383 412 1165 0 0 0 0 865 0 255
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 396 383 412 1165 0 0 0 0 865 0 255
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 396 383 412 1165 0 0 0 0 865 0 255
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 396 383 412 1165 0 0 0 0 865 0 255
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 396 383 412 1165 0 0 0 0 865 0 255
OvlAdjVol: 95 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 0.08 0.24 0.13 0.23 0.00 0.00 0.00 0.00 0.18 0.00 0.08 OvlAdjV/S: 0.06 0.00
Crit Moves: **** **** ****
******************************************************************************** K-859
Attachment 8
1896
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:35 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): 1.313
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: 103 630 314 1123 3139 418 856 1118 675 176 260 219 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 103 630 314 1123 3139 418 856 1118 675 176 260 219 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 630 314 1123 3139 418 856 1118 675 176 260 219 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 103 630 314 1123 3139 418 856 1118 675 176 260 219 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 103 630 314 1123 3139 418 856 1118 675 176 260 219 OvlAdjVol: 226 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 0.12 0.20 0.35 0.62 0.26 0.27 0.53 0.56 0.06 0.08 0.14 OvlAdjV/S: 0.14 0.00 0.00
Crit Moves: **** **** **** ****
******************************************************************************** K-860
Attachment 8
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Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:36 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): 1.176
Loss Time (sec): 5 Average Delay (sec/veh): 55.4
Optimal Cycle: 180 Level Of Service: E
******************************************************************************** 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 64 0 70 0 719 1290 480 1201 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 64 0 70 0 719 1290 480 1201 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 64 0 70 0 719 1290 480 1201 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 64 0 70 0 719 1290 480 1201 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 64 0 70 0 719 1290 480 1201 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 0.79 1.00 0.82 0.82 0.95 0.91 1.00 Lanes: 0.00 0.00 0.00 1.45 0.00 1.55 0.00 2.00 1.00 1.00 3.00 0.00 Final Sat.: 0 0 0 2426 0 2321 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 0.23 0.83 0.27 0.23 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.02 0.00 0.04 0.00 0.70 0.70 0.23 0.93 0.00 Volume/Cap: 0.00 0.00 0.00 0.89 0.00 0.69 0.00 0.33 1.18 1.18 0.25 0.00 Delay/Veh: 0.0 0.0 0.0 91.2 0.0 56.8 0.0 5.8 100.6 140.8 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 91.2 0.0 56.8 0.0 5.8 100.6 140.8 0.4 0.0 LOS by Move: A A A F A E A A F F A A
K-861
Attachment 8
1898
HCM2k85thQ: 0 0 0 5 0 4 0 7 95 38 2 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-862
Attachment 8
1899
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:36 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): 0.824
Loss Time (sec): 5 Average Delay (sec/veh): 20.3
Optimal Cycle: 60 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: 395 0 379 0 0 0 204 485 0 0 1133 788
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 395 0 379 0 0 0 204 485 0 0 1133 788
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 395 0 379 0 0 0 204 485 0 0 1133 788
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 395 0 379 0 0 0 204 485 0 0 1133 788
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 395 0 379 0 0 0 204 485 0 0 1133 788
------------|---------------||---------------||---------------||---------------| 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.: 2138 0 2097 0 0 0 1805 5187 0 0 3247 1624
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.18 0.00 0.18 0.00 0.00 0.00 0.11 0.09 0.00 0.00 0.35 0.49 Crit Moves: **** **** ****
Green/Cycle: 0.22 0.00 0.45 0.00 0.00 0.00 0.14 0.73 0.00 0.00 0.59 0.59 Volume/Cap: 0.83 0.00 0.40 0.00 0.00 0.00 0.82 0.13 0.00 0.00 0.59 0.82 Delay/Veh: 43.0 0.0 18.8 0.0 0.0 0.0 61.5 4.2 0.0 0.0 13.3 18.9 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: 43.0 0.0 18.8 0.0 0.0 0.0 61.5 4.2 0.0 0.0 13.3 18.9 LOS by Move: D A B A A A E A A A B B
HCM2k85thQ: 15 0 8 0 0 0 13 3 0 0 18 33
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-863
Attachment 8
1900
APPENDIX D.6
ANALYSIS WORKSHEETS –
2045 WP (PM Peak Hour)
K-864
Attachment 8
1901
2045 WP PM Peak Hour Thu Oct 22, 2020 14:39:15 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Scenario Report
Scenario: 2045 WP PM Peak Hour
Command: Default Command
Volume: 2045 PM
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-865
Attachment 8
1902
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:05 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 0.787 C xxxxx 0.787 + 0.000 V/C # 2 Euclid St and McFadden Ave C xxxxx 0.793 C xxxxx 0.793 + 0.000 V/C # 3 Euclid St and Edinger Ave D xxxxx 0.860 D xxxxx 0.860 + 0.000 V/C # 4 Newhope St and Hazard Ave A xxxxx 0.516 A xxxxx 0.516 + 0.000 V/C # 5 Newhope St and McFadden Ave B xxxxx 0.684 B xxxxx 0.684 + 0.000 V/C # 6 Harbor Blvd and SR-22 WB Off-R C 23.8 0.769 C 23.8 0.769 + 0.000 D/V # 7 Trask Avenue and SR-22 EB On-R B 11.0 0.381 B 11.0 0.381 + 0.000 D/V # 8 Harbor Blvd and Westminster Av D xxxxx 0.842 D xxxxx 0.842 + 0.000 V/C # 9 Harbor Blvd and 1st St C xxxxx 0.753 C xxxxx 0.753 + 0.000 V/C # 10 Harbor Blvd and McFadden Ave C xxxxx 0.711 C xxxxx 0.711 + 0.000 V/C # 11 Harbor Blvd and Edinger Ave C xxxxx 0.722 C xxxxx 0.722 + 0.000 V/C # 12 Harbor Blvd and Warner Ave F xxxxx 1.539 F xxxxx 1.539 + 0.000 V/C # 13 Harbor Blvd and Segerstrom Ave E xxxxx 0.934 E xxxxx 0.934 + 0.000 V/C # 14 MacArthur Blvd and Hyland Ave D xxxxx 0.891 D xxxxx 0.891 + 0.000 V/C # 15 MacArthur Blvd and Harbor Blvd C xxxxx 0.788 C xxxxx 0.788 + 0.000 V/C # 16 Harbor Blvd and Sunflower Ave C xxxxx 0.711 C xxxxx 0.711 + 0.000 V/C # 17 Harbor Blvd and I-405 NB Off-R B 18.8 0.710 B 18.8 0.710 + 0.000 D/V # 18 Harbor Blvd and I-405 SB Off-R B 18.1 0.673 B 18.1 0.673 + 0.000 D/V # 19 Fairview St and Civic Center D C xxxxx 0.707 C xxxxx 0.707 + 0.000 V/C # 20 Fairview St and 1st St D xxxxx 0.894 D xxxxx 0.894 + 0.000 V/C # 21 Fairview St and McFadden Ave B xxxxx 0.684 B xxxxx 0.684 + 0.000 V/C # 22 Fairview St and Edinger Ave E xxxxx 0.920 E xxxxx 0.920 + 0.000 V/C # 23 Fairview St and Warner Ave D xxxxx 0.805 D xxxxx 0.805 + 0.000 V/C # 24 Fairview St and MacArthur Blvd C xxxxx 0.761 C xxxxx 0.761 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-866
Attachment 8
1903
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:06 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 0.691 B xxxxx 0.691 + 0.000 V/C # 26 Greenville St and Edinger Ave B xxxxx 0.647 B xxxxx 0.647 + 0.000 V/C # 27 Greenville St and Segerstrom A C xxxxx 0.797 C xxxxx 0.797 + 0.000 V/C # 28 Raitt St and McFadden Ave B xxxxx 0.676 B xxxxx 0.676 + 0.000 V/C # 29 Raitt St and Edinger Ave E xxxxx 0.988 E xxxxx 0.988 + 0.000 V/C # 30 Bear St and MacArthur Blvd E xxxxx 0.904 E xxxxx 0.904 + 0.000 V/C # 31 Bristol St and 17th St D xxxxx 0.811 D xxxxx 0.811 + 0.000 V/C # 32 Bristol St and Civic Center Dr D xxxxx 0.898 D xxxxx 0.898 + 0.000 V/C # 33 Bristol St and Santa Ana Blvd C xxxxx 0.732 C xxxxx 0.732 + 0.000 V/C # 34 Bristol St and 1st St E xxxxx 0.972 E xxxxx 0.972 + 0.000 V/C # 35 Bristol St and McFadden Ave D xxxxx 0.890 D xxxxx 0.890 + 0.000 V/C # 36 Bristol St and Warner Ave D xxxxx 0.871 D xxxxx 0.871 + 0.000 V/C # 37 Bristol St and Segerstrom Ave E xxxxx 0.915 E xxxxx 0.915 + 0.000 V/C # 38 Bristol St and Alton Ave A xxxxx 0.583 A xxxxx 0.583 + 0.000 V/C # 39 Bristol St and MacArthur Blvd C xxxxx 0.796 C xxxxx 0.796 + 0.000 V/C # 40 Bristol St and Sunflower Ave C xxxxx 0.744 C xxxxx 0.744 + 0.000 V/C # 41 Bristol St and I-405 NB Ramps C 29.0 0.854 C 29.0 0.854 + 0.000 D/V # 42 Bristol St and I-405 SB Ramps B 18.2 0.631 B 18.2 0.631 + 0.000 D/V # 43 Flower St and Santa Ana Blvd B xxxxx 0.668 B xxxxx 0.668 + 0.000 V/C # 44 Flower St and 1st St F xxxxx 1.215 F xxxxx 1.215 + 0.000 V/C # 45 Flower St and McFadden Ave E xxxxx 0.968 E xxxxx 0.968 + 0.000 V/C # 46 Flower St and Segerstrom Ave E xxxxx 0.916 E xxxxx 0.916 + 0.000 V/C # 47 Flower St and MacArthur Blvd E xxxxx 0.908 E xxxxx 0.908 + 0.000 V/C # 48 Main St and La Veta Ave C xxxxx 0.764 C xxxxx 0.764 + 0.000 V/C # 49 Main St and Mainplace Dr / Mem A xxxxx 0.504 A xxxxx 0.504 + 0.000 V/C # 50 Main St and 17th St C xxxxx 0.799 C xxxxx 0.799 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-867
Attachment 8
1904
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:07 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 0.856 D xxxxx 0.856 + 0.000 V/C # 52 Main St and Santa Ana Blvd C xxxxx 0.700 C xxxxx 0.700 + 0.000 V/C # 53 Main St and 4th St A xxxxx 0.472 A xxxxx 0.472 + 0.000 V/C # 54 Main St and 1st St D xxxxx 0.803 D xxxxx 0.803 + 0.000 V/C # 55 Main St and McFadden Ave E xxxxx 0.935 E xxxxx 0.935 + 0.000 V/C # 56 Main St and Edinger Ave E xxxxx 0.977 E xxxxx 0.977 + 0.000 V/C # 57 Main St and MacArthur Blvd C xxxxx 0.781 C xxxxx 0.781 + 0.000 V/C # 58 Penn Wy and 17th St C 20.3 0.790 C 20.3 0.790 + 0.000 D/V # 59 I-5 NB Off Ramps/17th Street C 20.3 0.630 C 20.3 0.630 + 0.000 D/V # 60 Penn Wy and I-5 SB Ramps C 22.8 0.433 C 22.8 0.433 + 0.000 D/V # 61 Santiago St and Civic Center D D 27.6 0.896 D 27.6 0.896 + 0.000 V/C # 62 Santiago St and Santa Ana Blvd F xxxxx 1.411 F xxxxx 1.411 + 0.000 V/C # 63 Standard Ave and 4th St F xxxxx 1.341 F xxxxx 1.341 + 0.000 V/C # 64 Standard Ave and 1st St F xxxxx 1.484 F xxxxx 1.484 + 0.000 V/C # 65 Standard Ave and Mcfadden Ave C xxxxx 0.769 C xxxxx 0.769 + 0.000 V/C # 66 Halladay St and Warner Ave D xxxxx 0.824 D xxxxx 0.824 + 0.000 V/C # 67 Halladay St and Dyer Rd E xxxxx 0.945 E xxxxx 0.945 + 0.000 V/C # 68 SR-55 SB Ramps and MacArthur B B 18.4 0.602 B 18.4 0.602 + 0.000 D/V # 69 SR-55 NB Ramps and MacArthur B B 16.2 0.511 B 16.2 0.511 + 0.000 D/V # 70 SR-55 SB Ramps and Dyer Rd C 26.5 0.679 C 26.5 0.679 + 0.000 D/V # 71 Glassell St and La Veta Ave C xxxxx 0.766 C xxxxx 0.766 + 0.000 V/C # 72 Glassell St and SR-22 WB Ramps C 33.4 0.943 C 33.4 0.943 + 0.000 D/V # 73 Grand Ave / Glassell St and SR C 31.8 0.927 C 31.8 0.927 + 0.000 D/V # 74 Grand Ave and Fairhaven Ave B xxxxx 0.665 B xxxxx 0.665 + 0.000 V/C # 75 Grand Ave and Santa Clara Ave C xxxxx 0.731 C xxxxx 0.731 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-868
Attachment 8
1905
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:07 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 0.854 D xxxxx 0.854 + 0.000 V/C # 77 Grand Ave and I-5 NB Ramps B 11.3 0.764 B 11.3 0.764 + 0.000 D/V # 78 Grand Ave and Santa Ana Blvd C 28.5 0.827 C 28.5 0.827 + 0.000 D/V # 79 Grand Ave and 1st St C xxxxx 0.718 C xxxxx 0.718 + 0.000 V/C # 80 Grand Ave and Chestnut Ave C xxxxx 0.783 C xxxxx 0.783 + 0.000 V/C # 81 Grand Ave and McFadden Ave D xxxxx 0.813 D xxxxx 0.813 + 0.000 V/C # 82 Grand Ave and Edinger Ave F xxxxx 1.079 F xxxxx 1.079 + 0.000 V/C # 83 Grand Ave and Warner Ave D xxxxx 0.899 D xxxxx 0.899 + 0.000 V/C # 84 SR-55 NB Ramps and Dyer Rd A 6.0 0.349 A 6.0 0.349 + 0.000 D/V # 85 Cambridge St and La Veta Ave D 26.1 0.938 D 26.1 0.938 + 0.000 V/C # 86 Cambridge St and Fairhaven Ave A xxxxx 0.531 A xxxxx 0.531 + 0.000 V/C # 87 Mabury St and 1st Street C 27.2 0.752 C 27.2 0.752 + 0.000 D/V # 88 Tustin St and La Veta Ave A xxxxx 0.344 A xxxxx 0.344 + 0.000 V/C # 89 Tustin St and SR-22 WB On-Ramp A 7.7 0.321 A 7.7 0.321 + 0.000 D/V # 90 Tustin St and SR-22 EB Off-Ram C 23.3 0.625 C 23.3 0.625 + 0.000 D/V # 91 Tustin Ave and Fairhaven Ave C xxxxx 0.757 C xxxxx 0.757 + 0.000 V/C # 92 Tustin Ave and Santa Clara Ave C xxxxx 0.779 C xxxxx 0.779 + 0.000 V/C # 93 Tustin Ave and 17th St C xxxxx 0.741 C xxxxx 0.741 + 0.000 V/C # 94 Tustin Ave and 4th St C xxxxx 0.784 C xxxxx 0.784 + 0.000 V/C # 95 SR-55 SB Ramps / Auto Mall Dr C 25.4 0.687 C 25.4 0.687 + 0.000 D/V # 96 SR-55 NB Ramps / Del Amo Ave a D 46.2 0.951 D 46.2 0.951 + 0.000 D/V # 97 Red Hill Ave and Edinger Ave D xxxxx 0.865 D xxxxx 0.865 + 0.000 V/C # 98 Red Hill Ave and Warner Ave E xxxxx 0.952 E xxxxx 0.952 + 0.000 V/C # 99 Red Hill Ave and Dyer Rd / bar A xxxxx 0.591 A xxxxx 0.591 + 0.000 V/C #100 Red Hill Ave and Alton Pkwy F xxxxx 1.494 F xxxxx 1.494 + 0.000 V/C #101 Red Hill Ave and MacArthur Blv C xxxxx 0.722 C xxxxx 0.722 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-869
Attachment 8
1906
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:08 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 0.836 D xxxxx 0.836 + 0.000 V/C #103 I-5 SB Ramps and Santa Ana Blv B 19.9 0.444 B 19.9 0.444 + 0.000 D/V #104 Tustin Ranch Rd and Warner Ave B xxxxx 0.671 B xxxxx 0.671 + 0.000 V/C #105 Von Karman Ave and Barranca Pk F xxxxx 1.284 F xxxxx 1.284 + 0.000 V/C #106 Red Hill Avenue and El Camino B xxxxx 0.696 B xxxxx 0.696 + 0.000 V/C #107 Red Hill Avenue and I-5 NB Ram C 23.6 0.623 C 23.6 0.623 + 0.000 D/V #108 Red Hill Avenue and I-5 SB Ram C 21.8 0.713 C 21.8 0.713 + 0.000 D/V #109 Red Hill Avenue and Nisson Roa C xxxxx 0.715 C xxxxx 0.715 + 0.000 V/C #110 Red Hill Avenue and Walnut Ave C xxxxx 0.749 C xxxxx 0.749 + 0.000 V/C #111 Red Hill Avenue and Valencia A C xxxxx 0.753 C xxxxx 0.753 + 0.000 V/C #112 Tustin Ranch Road and Warner A E xxxxx 0.924 E xxxxx 0.924 + 0.000 V/C #113 Tustin Ranch Road and Walnut A F xxxxx 1.772 F xxxxx 1.772 + 0.000 V/C #114 SR-55 SB Ramps and Irvine Boul C 26.5 0.929 C 26.5 0.929 + 0.000 D/V #115 SR-55 NB Ramps and Irvine Boul C 22.3 0.841 C 22.3 0.841 + 0.000 D/V Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-870
Attachment 8
1907
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:09 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): 0.787
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 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: 165 1532 123 137 781 148 201 641 100 168 702 168 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: 165 1532 123 137 781 148 201 641 100 168 702 168 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: 165 1532 123 137 781 148 201 641 100 168 702 168 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 165 1532 123 137 781 148 201 641 100 168 702 168 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: 165 1532 123 137 781 148 201 641 100 168 702 168 ------------|---------------||---------------||---------------||---------------| 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 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.78 0.22 1.00 2.52 0.48 1.00 2.60 0.40 1.00 2.42 0.58 Final Sat.: 1600 4643 357 1600 4235 765 1600 4352 648 1600 4073 927 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.10 0.33 0.34 0.09 0.18 0.19 0.13 0.15 0.15 0.11 0.17 0.18 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-871
Attachment 8
1908
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:09 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): 0.793
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 51 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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: 248 2020 130 87 1070 130 134 307 136 86 359 166 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: 248 2020 130 87 1070 130 134 307 136 86 359 166 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: 248 2020 130 87 1070 130 134 307 136 86 359 166 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 248 2020 130 87 1070 130 134 307 136 86 359 166 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: 248 2020 130 87 1070 130 134 307 136 86 359 166 ------------|---------------||---------------||---------------||---------------| 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 4480 520 1600 2318 982 1600 2288 1012 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.16 0.43 0.45 0.05 0.24 0.25 0.08 0.13 0.14 0.05 0.16 0.16 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-872
Attachment 8
1909
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:10 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): 0.860
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 69 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 2 1 0 1 0 2 0 1 1 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 551 1648 117 136 897 228 121 467 140 119 1103 179 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 551 1648 117 136 897 228 121 467 140 119 1103 179 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 551 1648 117 136 897 228 121 467 140 119 1103 179 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 551 1648 117 136 897 228 121 467 140 119 1103 179 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 551 1648 117 136 897 228 121 467 140 119 1103 179 ------------|---------------||---------------||---------------||---------------| 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 4682 318 3200 4027 973 1600 3400 1600 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.17 0.35 0.37 0.04 0.22 0.23 0.08 0.14 0.09 0.07 0.32 0.11 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-873
Attachment 8
1910
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:11 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): 0.516
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 24 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: 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: 102 1129 44 45 954 114 33 66 40 8 51 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: 102 1129 44 45 954 114 33 66 40 8 51 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: 102 1129 44 45 954 114 33 66 40 8 51 15
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 102 1129 44 45 954 114 33 66 40 8 51 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: 102 1129 44 45 954 114 33 66 40 8 51 15
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.92 0.08 1.00 1.79 0.21 1.00 0.62 0.38 1.00 0.77 0.23 Final Sat.: 1600 3180 120 1600 2958 342 1600 996 604 1600 1236 364 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.36 0.37 0.03 0.32 0.33 0.02 0.07 0.07 0.01 0.04 0.04 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-874
Attachment 8
1911
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:12 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): 0.684
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 36 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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 177 121 539 104 45 273 40 72 398 113 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 188 1009 177 121 539 104 45 273 40 72 398 113 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 188 1009 177 121 539 104 45 273 40 72 398 113 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 188 1009 177 121 539 104 45 273 40 72 398 113 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 188 1009 177 121 539 104 45 273 40 72 398 113 ------------|---------------||---------------||---------------||---------------| 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 1.74 0.26 1.00 1.56 0.44 Final Sat.: 1600 2822 478 1600 2782 518 1600 2891 409 1600 2592 708 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.12 0.36 0.37 0.08 0.19 0.20 0.03 0.09 0.10 0.05 0.15 0.16 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-875
Attachment 8
1912
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:12 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): 0.769
Loss Time (sec): 5 Average Delay (sec/veh): 23.8
Optimal Cycle: 48 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected 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: 103 2324 0 0 1823 59 102 0 86 558 75 160
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: 103 2324 0 0 1823 59 102 0 86 558 75 160
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: 103 2324 0 0 1823 59 102 0 86 558 75 160
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 103 2324 0 0 1823 59 102 0 86 558 75 160
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: 103 2324 0 0 1823 59 102 0 86 558 75 160
------------|---------------||---------------||---------------||---------------| 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 4999 162 942 0 794 3209 431 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.45 0.00 0.00 0.36 0.36 0.11 0.00 0.11 0.17 0.17 0.10 Crit Moves: **** **** **** ****
Green/Cycle: 0.08 0.58 0.00 0.00 0.50 0.50 0.14 0.00 0.14 0.23 0.23 0.23 Volume/Cap: 0.72 0.77 0.00 0.00 0.72 0.72 0.77 0.00 0.77 0.77 0.77 0.44 Delay/Veh: 61.7 17.0 0.0 0.0 20.4 20.4 55.1 0.0 55.1 40.7 40.7 34.1 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: 61.7 17.0 0.0 0.0 20.4 20.4 55.1 0.0 55.1 40.7 40.7 34.1 LOS by Move: E B A A C C E A E D D C
HCM2k85thQ: 7 30 0 0 26 26 11 0 11 17 17 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-876
Attachment 8
1913
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:14 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): 0.381
Loss Time (sec): 5 Average Delay (sec/veh): 11.0
Optimal Cycle: 20 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 0 785 588 0 0 449 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: 0 0 0 0 0 0 785 588 0 0 449 42
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 0 785 588 0 0 449 42
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 0 0 0 785 588 0 0 449 42
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 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 0 785 588 0 0 449 42
------------|---------------||---------------||---------------||---------------| 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 3258 305
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.22 0.31 0.00 0.00 0.14 0.14 Crit Moves: **** ****
Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.59 0.95 0.00 0.00 0.36 0.36 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.38 0.33 0.00 0.00 0.38 0.38 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 11.0 0.3 0.0 0.0 23.8 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: 0.0 0.0 0.0 0.0 0.0 0.0 11.0 0.3 0.0 0.0 23.8 23.8 LOS by Move: A A A A A A B A A A C C
HCM2k85thQ: 0 0 0 0 0 0 10 3 0 0 9 9
******************************************************************************** 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-877
Attachment 8
1914
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:15 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): 0.842
Loss Time (sec): 0 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 145 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: 222 1106 262 254 1752 202 227 808 39 294 1018 231 Growth Adj: 1.00 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 1106 262 254 1752 202 227 808 39 294 1018 231 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 1106 262 254 1752 202 227 808 39 294 1018 231 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 222 1106 262 254 1752 202 227 808 39 294 1018 231 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 222 1106 262 254 1752 202 227 808 39 294 1018 231 ------------|---------------||---------------||---------------||---------------| 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: 0.14 0.22 0.16 0.16 0.34 0.13 0.14 0.17 0.18 0.18 0.20 0.14 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-878
Attachment 8
1915
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:15 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): 0.753
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 44 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 2 0 2 1 0 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 280 1446 160 240 1053 142 192 784 148 185 865 141 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: 280 1446 160 240 1053 142 192 784 148 185 865 141 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: 280 1446 160 240 1053 142 192 784 148 185 865 141 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 280 1446 160 240 1053 142 192 784 148 185 865 141 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: 280 1446 160 240 1053 142 192 784 148 185 865 141 ------------|---------------||---------------||---------------||---------------| 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 4238 762 3200 4327 673 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.17 0.28 0.10 0.15 0.21 0.09 0.06 0.19 0.19 0.06 0.20 0.21 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-879
Attachment 8
1916
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:16 Page 12-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Harbor Blvd and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.711
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 38 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 2 1 0 1 0 1 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 182 1866 136 261 1114 101 147 358 45 63 151 43 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 182 1866 136 261 1114 101 147 358 45 63 151 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 182 1866 136 261 1114 101 147 358 45 63 151 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 182 1866 136 261 1114 101 147 358 45 63 151 43 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 182 1866 136 261 1114 101 147 358 45 63 151 43 ------------|---------------||---------------||---------------||---------------| 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 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.75 0.25 1.00 1.78 0.22 1.00 0.78 0.22 Final Sat.: 3200 5100 1600 3200 4601 399 1600 2943 357 1600 1245 355 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.37 0.09 0.08 0.24 0.25 0.09 0.12 0.13 0.04 0.12 0.12 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-880
Attachment 8
1917
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:25 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): 0.722
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 3 0 1 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 262 1645 199 283 822 75 109 460 81 188 1089 363 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 262 1645 199 283 822 75 109 460 81 188 1089 363 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 262 1645 199 283 822 75 109 460 81 188 1089 363 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 262 1645 199 283 822 75 109 460 81 188 1089 363 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 262 1645 199 283 822 75 109 460 81 188 1089 363 ------------|---------------||---------------||---------------||---------------| 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 0.32 0.12 0.09 0.16 0.05 0.03 0.11 0.11 0.06 0.21 0.23 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-881
Attachment 8
1918
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:29 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): 1.539
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: 768 3685 277 250 1389 166 198 1399 320 253 2626 838 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 768 3685 277 250 1389 166 198 1399 320 253 2626 838 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 768 3685 277 250 1389 166 198 1399 320 253 2626 838 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 768 3685 277 250 1389 166 198 1399 320 253 2626 838 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 768 3685 277 250 1389 166 198 1399 320 253 2626 838 ------------|---------------||---------------||---------------||---------------| 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 0.79 0.83 0.08 0.27 0.10 0.06 0.27 0.20 0.08 0.51 0.52 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-882
Attachment 8
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2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:31 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): 0.934
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 113 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: 275 1732 55 86 973 86 118 585 192 121 1308 475 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 275 1732 55 86 973 86 118 585 192 121 1308 475 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 275 1732 55 86 973 86 118 585 192 121 1308 475 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 275 1732 55 86 973 86 118 585 192 121 1308 475 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 275 1732 55 86 973 86 118 585 192 121 1308 475 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 2.00 2.91 0.09 1.00 2.76 0.24 1.00 1.51 0.49 1.00 2.00 1.00 Final Sat.: 3200 4852 148 1600 4610 390 1600 2509 791 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.09 0.36 0.37 0.05 0.21 0.22 0.07 0.23 0.24 0.08 0.38 0.30 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-883
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): 0.891
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 82 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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: 1139 7 66 12 4 14 35 869 156 25 2320 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: 1139 7 66 12 4 14 35 869 156 25 2320 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: 1139 7 66 12 4 14 35 869 156 25 2320 12
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 1139 7 66 12 4 14 35 869 156 25 2320 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: 1139 7 66 12 4 14 35 869 156 25 2320 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 0.10 0.90 1.00 1.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3200 153 1447 1600 1700 1600 1600 5100 1600 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.36 0.05 0.05 0.01 0.00 0.01 0.02 0.17 0.10 0.02 0.45 0.01 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-884
Attachment 8
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2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:36 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): 0.788
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 50 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 3 0 1 1 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 527 1362 79 206 1039 170 143 501 185 85 1429 269 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 527 1362 79 206 1039 170 143 501 185 85 1429 269 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 527 1362 79 206 1039 170 143 501 185 85 1429 269 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 527 1362 79 206 1039 170 143 501 185 85 1429 269 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 527 1362 79 206 1039 170 143 501 185 85 1429 269 ------------|---------------||---------------||---------------||---------------| 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: 0.16 0.27 0.05 0.06 0.20 0.11 0.09 0.10 0.12 0.05 0.28 0.17 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-885
Attachment 8
1922
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:44 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): 0.711
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: 156 1552 230 118 1464 44 85 230 239 282 592 221 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: 156 1552 230 118 1464 44 85 230 239 282 592 221 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: 156 1552 230 118 1464 44 85 230 239 282 592 221 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 156 1552 230 118 1464 44 85 230 239 282 592 221 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: 156 1552 230 118 1464 44 85 230 239 282 592 221 ------------|---------------||---------------||---------------||---------------| 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 1.04 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 0.29 0.03 0.05 0.14 0.15 0.18 0.25 0.23 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-886
Attachment 8
1923
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:47 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): 0.710
Loss Time (sec): 5 Average Delay (sec/veh): 18.8
Optimal Cycle: 40 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: 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 1488 0 0 2570 0 0 0 0 513 0 828
Growth Adj: 1.00 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 1488 0 0 2570 0 0 0 0 513 0 828
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 1488 0 0 2570 0 0 0 0 513 0 828
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1488 0 0 2570 0 0 0 0 513 0 828
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1488 0 0 2570 0 0 0 0 513 0 828
------------|---------------||---------------||---------------||---------------| 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 2734
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.22 0.00 0.00 0.37 0.00 0.00 0.00 0.00 0.22 0.00 0.30 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.52 0.00 0.00 0.52 0.00 0.00 0.00 0.00 0.43 0.00 0.43 Volume/Cap: 0.00 0.41 0.00 0.00 0.71 0.00 0.00 0.00 0.00 0.51 0.00 0.71 Delay/Veh: 0.0 14.5 0.0 0.0 18.7 0.0 0.0 0.0 0.0 21.2 0.0 24.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 14.5 0.0 0.0 18.7 0.0 0.0 0.0 0.0 21.2 0.0 24.9 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 21
******************************************************************************** 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-887
Attachment 8
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2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:52 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): 0.673
Loss Time (sec): 5 Average Delay (sec/veh): 18.1
Optimal Cycle: 36 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected 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 2254 0 181 0 833 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 2254 0 181 0 833 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 2254 0 181 0 833 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1881 0 0 2254 0 181 0 833 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 2254 0 181 0 833 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 0.28 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 0.23 0.00 0.67 0.00 0.00 0.00 Delay/Veh: 0.0 17.4 0.0 0.0 16.1 0.0 19.1 0.0 25.2 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 17.4 0.0 0.0 16.1 0.0 19.1 0.0 25.2 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-888
Attachment 8
1925
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:54 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): 0.707
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 38 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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 1777 499 205 1903 0 2 6 4 164 0 61
Growth Adj: 1.00 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 1777 499 205 1903 0 2 6 4 164 0 61
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 1777 499 205 1903 0 2 6 4 164 0 61
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 6 1777 499 205 1903 0 2 6 4 164 0 61
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 6 1777 499 205 1903 0 2 6 4 164 0 61
------------|---------------||---------------||---------------||---------------| 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 3948 1052 1600 5000 0 533 1600 1067 3200 0 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.45 0.47 0.13 0.38 0.00 0.00 0.00 0.00 0.05 0.00 0.04 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-889
Attachment 8
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2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:55 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): 0.894
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 3 0 1 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 182 1339 121 236 1468 291 215 870 151 126 952 147 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: 182 1339 121 236 1468 291 215 870 151 126 952 147 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: 182 1339 121 236 1468 291 215 870 151 126 952 147 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 182 1339 121 236 1468 291 215 870 151 126 952 147 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: 182 1339 121 236 1468 291 215 870 151 126 952 147 ------------|---------------||---------------||---------------||---------------| 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 1.05 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 4290 710 1600 4358 642 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.11 0.26 0.08 0.15 0.35 0.37 0.13 0.20 0.21 0.08 0.22 0.23 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-890
Attachment 8
1927
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:57 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): 0.684
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 35 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 174 1596 139 195 1577 246 79 214 53 51 177 43 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 174 1596 139 195 1577 246 79 214 53 51 177 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 174 1596 139 195 1577 246 79 214 53 51 177 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 174 1596 139 195 1577 246 79 214 53 51 177 43 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 174 1596 139 195 1577 246 79 214 53 51 177 43 ------------|---------------||---------------||---------------||---------------| 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 0.80 0.20 1.00 0.80 0.20 Final Sat.: 1600 5100 1600 1600 5100 1600 1600 1282 318 1600 1287 313 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.11 0.31 0.09 0.12 0.31 0.15 0.05 0.17 0.17 0.03 0.14 0.14 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-891
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #22 Fairview St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.920
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 100 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: 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: 190 1810 111 198 616 151 205 628 168 639 1353 297 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 190 1810 111 198 616 151 205 628 168 639 1353 297 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 190 1810 111 198 616 151 205 628 168 639 1353 297 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 190 1810 111 198 616 151 205 628 168 639 1353 297 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 190 1810 111 198 616 151 205 628 168 639 1353 297 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 2.00 2.83 0.17 2.00 2.41 0.59 2.00 2.37 0.63 2.00 2.46 0.54 Final Sat.: 3200 4723 277 3200 4055 945 3200 3987 1013 3200 4136 864 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.38 0.40 0.06 0.15 0.16 0.06 0.16 0.17 0.20 0.33 0.34 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-892
Attachment 8
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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): 0.805
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 53 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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: 211 1679 156 179 906 92 163 792 123 178 1049 227 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 211 1679 156 179 906 92 163 792 123 178 1049 227 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 211 1679 156 179 906 92 163 792 123 178 1049 227 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 211 1679 156 179 906 92 163 792 123 178 1049 227 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 211 1679 156 179 906 92 163 792 123 178 1049 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 1.05 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 4592 408 3200 4558 442 3200 4355 645 3200 4146 854 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.07 0.37 0.38 0.06 0.20 0.21 0.05 0.18 0.19 0.06 0.25 0.27 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-893
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #24 Fairview St and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.761
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 1 0 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 228 1568 85 162 902 83 253 661 223 159 1210 212 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 228 1568 85 162 902 83 253 661 223 159 1210 212 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 228 1568 85 162 902 83 253 661 223 159 1210 212 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 228 1568 85 162 902 83 253 661 223 159 1210 212 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 228 1568 85 162 902 83 253 661 223 159 1210 212 ------------|---------------||---------------||---------------||---------------| 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 0.18 0.05 0.08 0.13 0.14 0.05 0.24 0.13 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-894
Attachment 8
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-------------------------------------------------------------------------------- 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): 0.691
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: 190 1705 371 138 1145 79 245 520 115 208 522 136 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 190 1705 371 138 1145 79 245 520 115 208 522 136 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 190 1705 371 138 1145 79 245 520 115 208 522 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 190 1705 371 138 1145 79 245 520 115 208 522 136 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 190 1705 371 138 1145 79 245 520 115 208 522 136 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 2.81 0.19 2.00 1.64 0.36 2.00 2.00 1.00 Final Sat.: 3200 5100 1600 3200 4690 310 3200 2720 580 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.33 0.23 0.04 0.24 0.26 0.08 0.19 0.20 0.07 0.15 0.09 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-895
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #26 Greenville St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.647
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 32 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: 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: 327 0 218 0 0 0 0 1178 240 155 1840 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 327 0 218 0 0 0 0 1178 240 155 1840 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 327 0 218 0 0 0 0 1178 240 155 1840 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 327 0 218 0 0 0 0 1178 240 155 1840 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 327 0 218 0 0 0 0 1178 240 155 1840 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: 0.20 0.00 0.14 0.00 0.00 0.00 0.00 0.28 0.30 0.10 0.36 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-896
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #27 Greenville St and Segerstrom Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.797
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: 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 44 143 44 138 1049 60 39 1490 213
Growth Adj: 1.00 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 44 143 44 138 1049 60 39 1490 213 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 44 143 44 138 1049 60 39 1490 213 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 50 414 31 44 143 44 138 1049 60 39 1490 213 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 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 44 143 44 138 1049 60 39 1490 213 ------------|---------------||---------------||---------------||---------------| 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 0.76 0.24 1.00 2.84 0.16 1.00 2.62 0.38 Final Sat.: 1600 1489 111 1600 1224 376 1600 4740 260 1600 4400 600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.28 0.28 0.03 0.12 0.12 0.09 0.22 0.23 0.02 0.34 0.35 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-897
Attachment 8
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-------------------------------------------------------------------------------- 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): 0.676
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 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 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 34 482 75 24 252 40 59 347 30 38 318 44
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 34 482 75 24 252 40 59 347 30 38 318 44
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 34 482 75 24 252 40 59 347 30 38 318 44
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 34 482 75 24 252 40 59 347 30 38 318 44
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 34 482 75 24 252 40 59 347 30 38 318 44
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.87 0.13 1.00 0.86 0.14 1.00 0.92 0.08 1.00 0.88 0.12 Final Sat.: 1600 1385 215 1600 1381 219 1600 1473 127 1600 1406 194 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.02 0.35 0.35 0.02 0.18 0.18 0.04 0.24 0.24 0.02 0.23 0.23 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-898
Attachment 8
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-------------------------------------------------------------------------------- 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): 0.988
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 0 1 0 1 0 0 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 84 361 101 61 209 52 177 1226 175 195 2203 197 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 84 361 101 61 209 52 177 1226 175 195 2203 197 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 84 361 101 61 209 52 177 1226 175 195 2203 197 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 84 361 101 61 209 52 177 1226 175 195 2203 197 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 84 361 101 61 209 52 177 1226 175 195 2203 197 ------------|---------------||---------------||---------------||---------------| 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 0.78 0.22 1.00 0.80 0.20 1.00 2.63 0.37 1.00 2.75 0.25 Final Sat.: 1600 1250 350 1600 1281 319 1600 4400 600 1600 4606 394 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.05 0.29 0.29 0.04 0.16 0.16 0.11 0.28 0.29 0.12 0.48 0.50 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-899
Attachment 8
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-------------------------------------------------------------------------------- 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): 0.904
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 89 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 262 1258 328 115 278 84 90 847 88 82 1475 235 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 262 1258 328 115 278 84 90 847 88 82 1475 235 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 262 1258 328 115 278 84 90 847 88 82 1475 235 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 262 1258 328 115 278 84 90 847 88 82 1475 235 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 262 1258 328 115 278 84 90 847 88 82 1475 235 ------------|---------------||---------------||---------------||---------------| 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 4548 452 1600 4340 660 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.16 0.37 0.21 0.07 0.08 0.05 0.06 0.19 0.19 0.05 0.34 0.36 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-900
Attachment 8
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-------------------------------------------------------------------------------- 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): 0.811
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 54 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include 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: 370 1801 300 347 1847 314 243 543 98 280 1055 357 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 370 1801 300 347 1847 314 243 543 98 280 1055 357 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 370 1801 300 347 1847 314 243 543 98 280 1055 357 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 370 1801 300 347 1847 314 243 543 98 280 1055 357 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 370 1801 300 347 1847 314 243 543 98 280 1055 357 OvlAdjVol: 183
------------|---------------||---------------||---------------||---------------| 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 4266 734 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.12 0.35 0.19 0.11 0.36 0.20 0.08 0.13 0.13 0.09 0.21 0.22 OvlAdjV/S: 0.11
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-901
Attachment 8
1938
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-------------------------------------------------------------------------------- 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): 0.898
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 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 0 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 214 1494 78 173 1589 163 130 366 43 149 635 72 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 214 1494 78 173 1589 163 130 366 43 149 635 72 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 214 1494 78 173 1589 163 130 366 43 149 635 72 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 214 1494 78 173 1589 163 130 366 43 149 635 72 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 214 1494 78 173 1589 163 130 366 43 149 635 72 ------------|---------------||---------------||---------------||---------------| 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 1.00 1.00 1.00 1.03 1.00 Lanes: 1.00 2.85 0.15 1.00 2.72 0.28 1.00 0.89 0.11 1.00 1.80 0.20 Final Sat.: 1600 4762 238 1600 4553 447 1600 1432 168 1600 2974 326 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.13 0.31 0.33 0.11 0.35 0.37 0.08 0.26 0.26 0.09 0.21 0.22 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-902
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #33 Bristol St and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.732
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 41 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 85 1722 98 120 1597 60 70 194 45 125 199 54
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 85 1722 98 120 1597 60 70 194 45 125 199 54 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 85 1722 98 120 1597 60 70 194 45 125 199 54 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 85 1722 98 120 1597 60 70 194 45 125 199 54 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 85 1722 98 120 1597 60 70 194 45 125 199 54 ------------|---------------||---------------||---------------||---------------| 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 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.84 0.16 1.00 2.89 0.11 1.00 0.81 0.19 1.00 0.79 0.21 Final Sat.: 1600 4742 258 1600 4826 174 1600 1299 301 1600 1258 342 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.05 0.36 0.38 0.08 0.33 0.35 0.04 0.15 0.15 0.08 0.16 0.16 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-903
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #34 Bristol St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.972
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 167 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 3 0 1 2 0 3 0 1 1 0 2 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 434 1872 276 216 1169 264 259 1454 186 155 953 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: 434 1872 276 216 1169 264 259 1454 186 155 953 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: 434 1872 276 216 1169 264 259 1454 186 155 953 90 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 434 1872 276 216 1169 264 259 1454 186 155 953 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: 434 1872 276 216 1169 264 259 1454 186 155 953 90 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.03 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.66 0.34 1.00 1.83 0.17 Final Sat.: 3200 5100 1600 3200 5100 1600 1600 4456 544 1600 3024 276 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.14 0.37 0.17 0.07 0.23 0.17 0.16 0.33 0.34 0.10 0.32 0.33 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-904
Attachment 8
1941
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #35 Bristol St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.890
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 81 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 3 0 1 1 0 3 0 1 1 0 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 249 1833 99 116 1618 373 114 222 44 82 424 50 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 249 1833 99 116 1618 373 114 222 44 82 424 50 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 249 1833 99 116 1618 373 114 222 44 82 424 50 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 249 1833 99 116 1618 373 114 222 44 82 424 50 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 249 1833 99 116 1618 373 114 222 44 82 424 50 ------------|---------------||---------------||---------------||---------------| 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 0.83 0.17 1.00 0.89 0.11 Final Sat.: 1600 5100 1600 1600 5100 1600 1600 1335 265 1600 1431 169 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.16 0.36 0.06 0.07 0.32 0.23 0.07 0.17 0.17 0.05 0.30 0.30 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-905
Attachment 8
1942
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #36 Bristol St and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.871
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 72 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 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: 312 1170 213 343 1144 223 159 715 126 282 1662 487 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 312 1170 213 343 1144 223 159 715 126 282 1662 487 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 312 1170 213 343 1144 223 159 715 126 282 1662 487 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 312 1170 213 343 1144 223 159 715 126 282 1662 487 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 312 1170 213 343 1144 223 159 715 126 282 1662 487 ------------|---------------||---------------||---------------||---------------| 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 4261 739 3200 4217 783 1600 5100 1600 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.10 0.27 0.29 0.11 0.27 0.28 0.10 0.14 0.08 0.18 0.33 0.30 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-906
Attachment 8
1943
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #37 Bristol St and Segerstrom Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.915
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 96 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: 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: 177 1309 231 98 894 187 279 998 79 156 1408 71 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 177 1309 231 98 894 187 279 998 79 156 1408 71 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 177 1309 231 98 894 187 279 998 79 156 1408 71 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 177 1309 231 98 894 187 279 998 79 156 1408 71 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 177 1309 231 98 894 187 279 998 79 156 1408 71 ------------|---------------||---------------||---------------||---------------| 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 4280 720 1600 4170 830 1600 4648 352 1600 4770 230 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.11 0.31 0.32 0.06 0.21 0.23 0.17 0.21 0.22 0.10 0.30 0.31 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-907
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #38 Bristol St and Alton Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.583
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 28 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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 1667 157 114 858 54 50 70 130 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: 43 1667 157 114 858 54 50 70 130 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: 43 1667 157 114 858 54 50 70 130 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 43 1667 157 114 858 54 50 70 130 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: 43 1667 157 114 858 54 50 70 130 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 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 1.00 0.00 Final Sat.: 1600 4587 413 1600 5100 1600 1600 1700 1600 1600 1600 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.36 0.38 0.07 0.17 0.03 0.03 0.04 0.08 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-908
Attachment 8
1945
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:17 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): 0.796
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 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 335 1428 260 237 871 137 357 796 169 247 1432 270 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 335 1428 260 237 871 137 357 796 169 247 1432 270 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 335 1428 260 237 871 137 357 796 169 247 1432 270 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 335 1428 260 237 871 137 357 796 169 247 1432 270 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 335 1428 260 237 871 137 357 796 169 247 1432 270 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 2.59 0.41 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 4348 652 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.10 0.28 0.16 0.07 0.20 0.21 0.11 0.16 0.11 0.08 0.28 0.17 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-909
Attachment 8
1946
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:19 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): 0.744
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 42 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 1 2 0 3 0 1 2 0 2 1 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 687 1452 234 226 844 242 391 764 296 254 976 311 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 687 1452 234 226 844 242 391 764 296 254 976 311 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 687 1452 234 226 844 242 391 764 296 254 976 311 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 687 1452 234 226 844 242 391 764 296 254 976 311 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 687 1452 234 226 844 242 391 764 296 254 976 311 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.88 1.12 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 4813 1787 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.21 0.28 0.15 0.07 0.17 0.15 0.12 0.16 0.17 0.08 0.19 0.19 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-910
Attachment 8
1947
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:21 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): 0.854
Loss Time (sec): 5 Average Delay (sec/veh): 29.0
Optimal Cycle: 69 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 2235 195 0 2458 23 0 0 204 357 306 1184
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2235 195 0 2458 23 0 0 204 357 306 1184
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 2235 195 0 2458 23 0 0 204 357 306 1184
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2235 195 0 2458 23 0 0 204 357 306 1184
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2235 195 0 2458 23 0 0 204 357 306 1184
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 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 8556 80 0 0 2842 2840 2434 2842 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.32 0.12 0.00 0.29 0.29 0.00 0.00 0.07 0.13 0.13 0.42 Crit Moves: **** **** **** ****
Green/Cycle: 0.00 0.38 0.38 0.00 0.38 0.38 0.00 0.00 0.08 0.49 0.49 0.49 Volume/Cap: 0.00 0.85 0.32 0.00 0.76 0.76 0.00 0.00 0.85 0.26 0.26 0.85 Delay/Veh: 0.0 31.5 22.3 0.0 28.2 28.2 0.0 0.0 69.8 15.1 15.1 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: 0.0 31.5 22.3 0.0 28.2 28.2 0.0 0.0 69.8 15.1 15.1 27.9 LOS by Move: A C C A C C A A E B B C
HCM2k85thQ: 0 29 7 0 24 24 0 0 9 6 6 30
******************************************************************************** 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-911
Attachment 8
1948
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:22 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): 0.631
Loss Time (sec): 5 Average Delay (sec/veh): 18.2
Optimal Cycle: 32 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: 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: 135 1647 0 0 1657 968 740 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: 135 1647 0 0 1657 968 740 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: 135 1647 0 0 1657 0 740 0 331 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 135 1647 0 0 1657 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: 135 1647 0 0 1657 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 0.24 0.00 0.00 0.32 0.00 0.14 0.00 0.20 0.00 0.00 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.12 0.63 0.00 0.00 0.51 0.00 0.32 0.00 0.32 0.00 0.00 0.00 Volume/Cap: 0.63 0.38 0.00 0.00 0.63 0.00 0.43 0.00 0.63 0.00 0.00 0.00 Delay/Veh: 47.9 9.3 0.0 0.0 18.4 0.0 26.7 0.0 31.1 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: 47.9 9.3 0.0 0.0 18.4 0.0 26.7 0.0 31.1 0.0 0.0 0.0 LOS by Move: D A A A B A C A C A A A
HCM2k85thQ: 8 10 0 0 21 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-912
Attachment 8
1949
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:24 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): 0.668
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 34 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: 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 2 0 1 1 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 215 1307 107 95 486 44 104 300 49 106 371 110 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: 215 1307 107 95 486 44 104 300 49 106 371 110 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: 215 1307 107 95 486 44 104 300 49 106 371 110 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 215 1307 107 95 486 44 104 300 49 106 371 110 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: 215 1307 107 95 486 44 104 300 49 106 371 110 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1600 3400 1600 1600 3400 1600 1600 3400 1600 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.13 0.38 0.07 0.06 0.14 0.03 0.07 0.09 0.03 0.07 0.11 0.07 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-913
Attachment 8
1950
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:26 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): 1.215
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 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 211 1000 238 140 383 111 135 1181 98 144 969 101 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 211 1000 238 140 383 111 135 1181 98 144 969 101 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 211 1000 238 140 383 111 135 1181 98 144 969 101 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 211 1000 238 140 383 111 135 1181 98 144 969 101 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 211 1000 238 140 383 111 135 1181 98 144 969 101 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.03 1.00 1.00 1.03 1.00 Lanes: 1.00 1.00 1.00 1.00 1.55 0.45 1.00 1.85 0.15 1.00 1.81 0.19 Final Sat.: 1600 1700 1600 1600 2581 719 1600 3055 245 1600 2998 302 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.13 0.59 0.15 0.09 0.15 0.15 0.08 0.39 0.40 0.09 0.32 0.33 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-914
Attachment 8
1951
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:27 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): 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 Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 54 734 45 26 201 33 56 422 17 43 532 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: 54 734 45 26 201 33 56 422 17 43 532 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: 54 734 45 26 201 33 56 422 17 43 532 76
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 54 734 45 26 201 33 56 422 17 43 532 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: 54 734 45 26 201 33 56 422 17 43 532 76
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.94 0.06 1.00 0.86 0.14 1.00 0.96 0.04 1.00 0.88 0.12 Final Sat.: 1600 1508 92 1600 1374 226 1600 1538 62 1600 1400 200 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.49 0.49 0.02 0.15 0.15 0.04 0.27 0.27 0.03 0.38 0.38 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-915
Attachment 8
1952
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:28 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): 0.916
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: 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: 120 843 80 80 449 129 241 1198 126 101 1699 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 120 843 80 80 449 129 241 1198 126 101 1699 109 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 120 843 80 80 449 129 241 1198 126 101 1699 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 120 843 80 80 449 129 241 1198 126 101 1699 109 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 120 843 80 80 449 129 241 1198 126 101 1699 109 ------------|---------------||---------------||---------------||---------------| 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 3023 277 1600 2586 714 1600 4543 457 1600 4711 289 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.08 0.28 0.29 0.05 0.17 0.18 0.15 0.26 0.28 0.06 0.36 0.38 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-916
Attachment 8
1953
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:28 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): 0.908
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 92 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: 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: 116 553 65 97 233 224 264 1254 80 61 1967 175 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 116 553 65 97 233 224 264 1254 80 61 1967 175 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 116 553 65 97 233 224 264 1254 80 61 1967 175 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 116 553 65 97 233 224 264 1254 80 61 1967 175 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 116 553 65 97 233 224 264 1254 80 61 1967 175 ------------|---------------||---------------||---------------||---------------| 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 2963 337 1600 1732 1568 1600 4712 288 1600 4608 392 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.07 0.19 0.19 0.06 0.13 0.14 0.17 0.27 0.28 0.04 0.43 0.45 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-917
Attachment 8
1954
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:29 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): 0.764
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: 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: 310 948 444 191 1199 309 347 495 222 332 662 266 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 310 948 444 191 1199 309 347 495 222 332 662 266 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 310 948 444 191 1199 309 347 495 222 332 662 266 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 310 948 444 191 1199 309 347 495 222 332 662 266 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 310 948 444 191 1199 309 347 495 222 332 662 266 OvlAdjVol: 278 171
------------|---------------||---------------||---------------||---------------| 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 2.39 0.61 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: 0.10 0.19 0.28 0.06 0.30 0.31 0.11 0.14 0.15 0.10 0.19 0.17 OvlAdjV/S: 0.17 0.11
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-918
Attachment 8
1955
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:29 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): 0.504
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 24 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 2 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 102 1075 204 48 999 132 195 217 58 370 302 146 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: 102 1075 204 48 999 132 195 217 58 370 302 146 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 102 1075 204 48 999 132 195 217 58 370 302 146 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 102 1075 204 48 999 132 195 217 58 370 302 146 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 102 1075 204 48 999 132 195 217 58 370 302 146 ------------|---------------||---------------||---------------||---------------| 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 4234 766 3200 4440 560 3200 3988 1012 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.25 0.27 0.02 0.23 0.24 0.06 0.05 0.06 0.12 0.09 0.09 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-919
Attachment 8
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-------------------------------------------------------------------------------- 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): 0.799
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 52 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 0 1 2 0 2 0 1 2 0 2 1 0 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 239 1237 270 243 1062 164 174 975 58 187 1147 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: 239 1237 270 243 1062 164 174 975 58 187 1147 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: 239 1237 270 243 1062 164 174 975 58 187 1147 76 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 239 1237 270 243 1062 164 174 975 58 187 1147 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: 239 1237 270 243 1062 164 174 975 58 187 1147 76 ------------|---------------||---------------||---------------||---------------| 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 4730 270 3200 4702 298 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.07 0.36 0.17 0.08 0.31 0.10 0.05 0.21 0.22 0.06 0.24 0.25 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-920
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): 0.856
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: 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: 98 1234 103 63 1031 65 168 930 111 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: 98 1234 103 63 1031 65 168 930 111 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: 98 1234 103 63 1031 65 168 930 111 38 384 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 98 1234 103 63 1031 65 168 930 111 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: 98 1234 103 63 1031 65 168 930 111 38 384 39 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.03 1.00 Lanes: 1.00 1.85 0.15 1.00 1.88 0.12 1.00 1.79 0.21 1.00 1.82 0.18 Final Sat.: 1600 3053 247 1600 3110 190 1600 2959 341 1600 3005 295 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.40 0.42 0.04 0.33 0.34 0.11 0.31 0.33 0.02 0.13 0.13 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-921
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): 0.700
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: 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: 56 1280 0 0 1108 54 0 0 0 65 656 85
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 56 1280 0 0 1108 54 0 0 0 65 656 85
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 56 1280 0 0 1108 54 0 0 0 65 656 85
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 56 1280 0 0 1108 54 0 0 0 65 656 85
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 56 1280 0 0 1108 54 0 0 0 65 656 85
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.03 1.00 1.00 1.06 1.00 1.00 1.00 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 0 258 2604 337
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.38 0.00 0.00 0.35 0.36 0.00 0.00 0.00 0.04 0.25 0.25 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-922
Attachment 8
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-------------------------------------------------------------------------------- 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): 0.472
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 1108 53 0 951 43 0 112 63 0 157 40
Growth Adj: 1.00 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 1108 53 0 951 43 0 112 63 0 157 40
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 1108 53 0 951 43 0 112 63 0 157 40
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1108 53 0 951 43 0 112 63 0 157 40
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1108 53 0 951 43 0 112 63 0 157 40
------------|---------------||---------------||---------------||---------------| 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 1.59 0.41 Final Sat.: 0 3154 146 0 3162 138 0 2148 1152 0 2650 650 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.35 0.36 0.00 0.30 0.31 0.00 0.05 0.05 0.00 0.06 0.06 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-923
Attachment 8
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-------------------------------------------------------------------------------- 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): 0.803
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 53 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 179 875 76 160 615 131 91 921 68 75 834 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: 179 875 76 160 615 131 91 921 68 75 834 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: 179 875 76 160 615 131 91 921 68 75 834 58
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 179 875 76 160 615 131 91 921 68 75 834 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: 179 875 76 160 615 131 91 921 68 75 834 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 1.06 1.00 1.00 1.03 1.00 1.00 1.03 1.00 Lanes: 1.00 1.84 0.16 1.00 2.00 1.00 1.00 1.86 0.14 1.00 1.87 0.13 Final Sat.: 1600 3044 256 1600 3400 1600 1600 3080 220 1600 3092 208 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.11 0.29 0.30 0.10 0.18 0.08 0.06 0.30 0.31 0.05 0.27 0.28 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-924
Attachment 8
1961
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #55 Main St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.935
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 113 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 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 149 1169 72 138 933 68 78 345 42 71 400 180
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 149 1169 72 138 933 68 78 345 42 71 400 180 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 149 1169 72 138 933 68 78 345 42 71 400 180 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 149 1169 72 138 933 68 78 345 42 71 400 180 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 149 1169 72 138 933 68 78 345 42 71 400 180 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.88 0.12 1.00 1.86 0.14 1.00 0.89 0.11 1.00 0.69 0.31 Final Sat.: 1600 3114 186 1600 3083 217 1600 1426 174 1600 1103 497 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.09 0.38 0.39 0.09 0.30 0.31 0.05 0.24 0.24 0.04 0.36 0.36 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-925
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #56 Main St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.977
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 177 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: 111 1181 54 129 646 88 159 940 105 117 1569 162 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 111 1181 54 129 646 88 159 940 105 117 1569 162 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 111 1181 54 129 646 88 159 940 105 117 1569 162 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 111 1181 54 129 646 88 159 940 105 117 1569 162 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 111 1181 54 129 646 88 159 940 105 117 1569 162 ------------|---------------||---------------||---------------||---------------| 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 4551 449 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.07 0.37 0.39 0.08 0.22 0.23 0.10 0.21 0.22 0.07 0.34 0.36 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-926
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #57 Main St and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.781
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 48 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 488 1169 321 271 352 266 385 792 76 188 1488 432 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 488 1169 321 271 352 266 385 792 76 188 1488 432 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 488 1169 321 271 352 266 385 792 76 188 1488 432 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 488 1169 321 271 352 266 385 792 76 188 1488 432 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 488 1169 321 271 352 266 385 792 76 188 1488 432 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.15 0.23 0.20 0.08 0.07 0.17 0.12 0.16 0.05 0.06 0.29 0.27 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-927
Attachment 8
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-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #58 Penn Wy and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.790
Loss Time (sec): 5 Average Delay (sec/veh): 20.3
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: 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: 795 0 388 0 0 0 0 1712 552 126 1480 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: 795 0 388 0 0 0 0 1712 552 126 1480 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: 795 0 388 0 0 0 0 1712 552 126 1480 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 795 0 388 0 0 0 0 1712 552 126 1480 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: 795 0 388 0 0 0 0 1712 552 126 1480 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: 0.23 0.00 0.14 0.00 0.00 0.00 0.00 0.45 0.45 0.07 0.29 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.29 0.00 0.29 0.00 0.00 0.00 0.00 0.57 0.57 0.09 0.66 0.00 Volume/Cap: 0.79 0.00 0.47 0.00 0.00 0.00 0.00 0.79 0.79 0.79 0.43 0.00 Delay/Veh: 37.1 0.0 29.8 0.0 0.0 0.0 0.0 18.1 18.1 67.4 8.1 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: 37.1 0.0 29.8 0.0 0.0 0.0 0.0 18.1 18.1 67.4 8.1 0.0 LOS by Move: D A C A A A A B B E A A
HCM2k85thQ: 20 0 9 0 0 0 0 31 31 9 12 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-928
Attachment 8
1965
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:37 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): 0.630
Loss Time (sec): 5 Average Delay (sec/veh): 20.3
Optimal Cycle: 32 Level Of Service: C
******************************************************************************** Street Name: I-5 NB Off Ramps 17th Street
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Permitted
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 1 0 0 1 1 0 0 0 1 1 0 3 0 1 0 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 375 50 20 55 0 142 128 1168 767 0 1622 44
Growth Adj: 1.00 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 50 20 55 0 142 128 1168 767 0 1622 44
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: 375 50 20 55 0 142 128 1168 0 0 1622 44
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 375 50 20 55 0 142 128 1168 0 0 1622 44
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: 375 50 20 55 0 142 128 1168 0 0 1622 44
------------|---------------||---------------||---------------||---------------| 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 5030 136 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.12 0.12 0.01 0.03 0.00 0.09 0.07 0.23 0.00 0.00 0.32 0.32 Crit Moves: **** **** **** ****
Green/Cycle: 0.19 0.19 0.19 0.14 0.00 0.14 0.11 0.62 0.00 0.00 0.51 0.51 Volume/Cap: 0.63 0.63 0.07 0.22 0.00 0.63 0.63 0.36 0.00 0.00 0.63 0.63 Delay/Veh: 39.5 39.5 33.7 38.6 0.0 46.2 48.6 9.1 0.0 0.0 18.1 18.1 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: 39.5 39.5 33.7 38.6 0.0 46.2 48.6 9.1 0.0 0.0 18.1 18.1 LOS by Move: D D C D A D D A A A B B
HCM2k85thQ: 11 11 1 3 0 8 8 10 0 0 21 21
******************************************************************************** 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-929
Attachment 8
1966
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:38 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): 0.433
Loss Time (sec): 5 Average Delay (sec/veh): 22.8
Optimal Cycle: 22 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 2
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 363 238 508 117 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: 0 363 238 508 117 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: 0 363 238 508 117 0 0 0 0 214 0 183
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 363 238 508 117 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: 0 363 238 508 117 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 0.10 0.15 0.15 0.03 0.00 0.00 0.00 0.00 0.12 0.00 0.06 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.34 0.34 0.34 0.68 0.00 0.00 0.00 0.00 0.27 0.00 0.61 Volume/Cap: 0.00 0.30 0.43 0.43 0.05 0.00 0.00 0.00 0.00 0.43 0.00 0.11 Delay/Veh: 0.0 24.3 26.0 26.1 5.4 0.0 0.0 0.0 0.0 30.5 0.0 8.2 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 24.3 26.0 26.1 5.4 0.0 0.0 0.0 0.0 30.5 0.0 8.2 LOS by Move: A C C C A A A A A C A A
HCM2k85thQ: 0 7 9 10 1 0 0 0 0 9 0 2
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-930
Attachment 8
1967
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:39 Page 63-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM 4-Way Stop Method (Base Volume Alternative)
******************************************************************************** Intersection #61 Santiago St and Civic Center Dr
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.896
Loss Time (sec): 5 Average Delay (sec/veh): 27.6
Optimal Cycle: 0 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 0 0 1! 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 133 411 41 20 281 72 266 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: 133 411 41 20 281 72 266 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: 133 411 41 20 281 72 266 76 269 14 19 18
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 133 411 41 20 281 72 266 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: 133 411 41 20 281 72 266 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 1.00 0.22 0.78 0.27 0.38 0.35 Final Sat.: 462 459 46 437 385 99 452 115 406 107 145 138 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.29 0.90 0.90 0.05 0.73 0.73 0.59 0.66 0.66 0.13 0.13 0.13 Crit Moves: **** **** **** ****
Delay/Veh: 13.4 44.0 44.0 11.0 26.6 26.6 20.7 21.2 21.2 12.7 12.7 12.7 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: 13.4 44.0 44.0 11.0 26.6 26.6 20.7 21.2 21.2 12.7 12.7 12.7 LOS by Move: B E E B D D C C C B B B
ApproachDel: 37.0 25.8 21.0 12.7
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 37.0 25.8 21.0 12.7
LOS by Appr: E D C B
AllWayAvgQ: 0.4 4.8 4.8 0.0 2.2 2.2 1.3 1.7 1.7 0.1 0.1 0.1 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-931
Attachment 8
1968
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:40 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): 1.411
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 0 1 1 0 1 0 1 1 0 0 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 1.06 1.00 1.00 1.06 1.00 1.00 1.00 1.00 1.00 1.06 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.89 0.11 1.00 2.00 1.00 Final Sat.: 1600 1700 1600 1600 1700 1600 1600 1417 183 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.08 0.49 0.15 0.24 0.38 0.06 0.10 0.47 0.48 0.16 0.16 0.22 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-932
Attachment 8
1969
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:40 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): 1.341
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 1 0 1 1 0 1 0 1 1 0 0 1 0 1 0 0 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 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.70 0.30 1.00 0.65 0.35 Final Sat.: 1600 1700 1600 1600 1700 1600 1600 1126 474 1600 1038 562 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.16 0.32 0.13 0.16 0.25 0.19 0.19 0.42 0.42 0.15 0.62 0.62 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-933
Attachment 8
1970
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:41 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): 1.484
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 0 1 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 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 1.00 1.00 1.00 1.00 1.00 1.00 1.03 1.00 1.00 1.03 1.00 Lanes: 1.00 0.74 0.26 0.16 0.79 0.05 1.00 1.90 0.10 1.00 1.88 0.12 Final Sat.: 1600 1178 422 262 1252 87 1600 3145 155 1600 3115 185 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.07 0.61 0.61 0.09 0.54 0.54 0.11 0.41 0.42 0.17 0.61 0.63 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-934
Attachment 8
1971
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:42 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): 0.769
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: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 103 407 50 110 240 42 53 351 60 68 412 119
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 103 407 50 110 240 42 53 351 60 68 412 119 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 407 50 110 240 42 53 351 60 68 412 119
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 103 407 50 110 240 42 53 351 60 68 412 119 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 103 407 50 110 240 42 53 351 60 68 412 119 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.89 0.11 1.00 0.85 0.15 1.00 0.85 0.15 1.00 0.78 0.22 Final Sat.: 1600 1425 175 1600 1362 238 1600 1366 234 1600 1241 359 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.29 0.29 0.07 0.18 0.18 0.03 0.26 0.26 0.04 0.33 0.33 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-935
Attachment 8
1972
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:43 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): 0.824
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: 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: 200 0 417 0 0 0 2 955 96 287 2284 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: 200 0 417 0 0 0 2 955 96 287 2284 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: 200 0 417 0 0 0 2 955 96 287 2284 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 200 0 417 0 0 0 2 955 96 287 2284 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: 200 0 417 0 0 0 2 955 96 287 2284 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 0.33 2.67 0.00 Final Sat.: 1600 0 1600 0 0 0 9 4453 438 536 4464 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.13 0.00 0.26 0.00 0.00 0.00 0.00 0.21 0.22 0.18 0.51 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-936
Attachment 8
1973
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:44 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): 0.945
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 124 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: 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: 57 249 287 125 17 35 166 1433 10 52 1680 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: 57 249 287 125 17 35 166 1433 10 52 1680 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: 57 249 287 125 17 35 166 1433 10 52 1680 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 57 249 287 125 17 35 166 1433 10 52 1680 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: 57 249 287 125 17 35 166 1433 10 52 1680 134 ------------|---------------||---------------||---------------||---------------| 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 0.33 0.67 1.00 2.98 0.02 1.00 2.78 0.22 Final Sat.: 1600 743 857 1600 523 1077 1600 4967 33 1600 4645 355 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.34 0.33 0.08 0.03 0.03 0.10 0.29 0.30 0.03 0.36 0.38 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-937
Attachment 8
1974
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:45 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): 0.602
Loss Time (sec): 5 Average Delay (sec/veh): 18.4
Optimal Cycle: 30 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: 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 0 321 0 777 0 1305 1163 0 1547 608
Growth Adj: 1.00 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 0 321 0 777 0 1305 1163 0 1547 608
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 0 321 0 777 0 1305 0 0 1547 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 321 0 777 0 1305 0 0 1547 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 0 321 0 777 0 1305 0 0 1547 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 0.27 0.00 0.25 0.00 0.00 0.30 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 0.20 0.00 0.60 0.00 0.51 0.00 0.00 0.60 0.00 Delay/Veh: 0.0 0.0 0.0 16.5 0.0 21.3 0.0 17.2 0.0 0.0 18.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 16.5 0.0 21.3 0.0 17.2 0.0 0.0 18.5 0.0 LOS by Move: A A A B A C A B A A B A
HCM2k85thQ: 0 0 0 5 0 16 0 15 0 0 19 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-938
Attachment 8
1975
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:47 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): 0.511
Loss Time (sec): 5 Average Delay (sec/veh): 16.2
Optimal Cycle: 25 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Ignore Include Ignore Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 0 0 1 0 0 0 0 0 0 0 2 0 2 0 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 726 0 483 0 0 0 0 764 785 0 1444 1040
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 726 0 483 0 0 0 0 764 785 0 1444 1040
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: 726 0 0 0 0 0 0 764 0 0 1444 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 726 0 0 0 0 0 0 764 0 0 1444 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: 726 0 0 0 0 0 0 764 0 0 1444 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: 0.21 0.00 0.00 0.00 0.00 0.00 0.00 0.21 0.00 0.00 0.28 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.41 0.00 0.00 0.00 0.00 0.00 0.00 0.54 0.00 0.00 0.54 0.00 Volume/Cap: 0.51 0.00 0.00 0.00 0.00 0.00 0.00 0.39 0.00 0.00 0.51 0.00 Delay/Veh: 22.6 0.0 0.0 0.0 0.0 0.0 0.0 13.3 0.0 0.0 14.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 22.6 0.0 0.0 0.0 0.0 0.0 0.0 13.3 0.0 0.0 14.5 0.0 LOS by Move: C A A A A A A B A A B A
HCM2k85thQ: 13 0 0 0 0 0 0 11 0 0 16 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-939
Attachment 8
1976
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:48 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): 0.679
Loss Time (sec): 5 Average Delay (sec/veh): 26.5
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: 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 66 1544 210 507 904 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: 386 12 291 103 226 110 66 1544 210 507 904 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: 386 12 291 103 226 110 66 1544 210 507 904 58 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 386 12 291 103 226 110 66 1544 210 507 904 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: 386 12 291 103 226 110 66 1544 210 507 904 58 ------------|---------------||---------------||---------------||---------------| 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 0.04 0.30 0.13 0.14 0.17 0.04 Crit Moves: **** **** **** ****
Green/Cycle: 0.16 0.16 0.38 0.14 0.14 0.14 0.11 0.44 0.44 0.21 0.54 0.54 Volume/Cap: 0.68 0.68 0.27 0.68 0.68 0.50 0.32 0.68 0.30 0.68 0.32 0.07 Delay/Veh: 42.7 42.7 21.9 45.0 45.0 41.8 41.8 23.3 18.4 38.7 12.9 11.1 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: 42.7 42.7 21.9 45.0 45.0 41.8 41.8 23.3 18.4 38.7 12.9 11.1 LOS by Move: D D C D D D D C B D B B
HCM2k85thQ: 11 11 6 10 10 6 3 22 7 13 9 1
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-940
Attachment 8
1977
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:48 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): 0.766
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: 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 15 499 37 112 367 631 225 407 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: 573 595 194 15 499 37 112 367 631 225 407 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: 573 595 194 15 499 37 112 367 631 225 407 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 573 595 194 15 499 37 112 367 631 225 407 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: 573 595 194 15 499 37 112 367 631 225 407 16 OvlAdjVol: 0 344
------------|---------------||---------------||---------------||---------------| 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 0.16 0.17 0.07 0.22 0.39 0.14 0.13 0.13 OvlAdjV/S: 0.00 0.22
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-941
Attachment 8
1978
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:49 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): 0.943
Loss Time (sec): 5 Average Delay (sec/veh): 33.4
Optimal Cycle: 125 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: 640 1045 0 0 1110 323 0 0 0 268 9 476
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 640 1045 0 0 1110 323 0 0 0 268 9 476
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 640 1045 0 0 1110 323 0 0 0 268 9 476
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 640 1045 0 0 1110 323 0 0 0 268 9 476
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 640 1045 0 0 1110 323 0 0 0 268 9 476
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 1.00 0.95 0.85 1.00 1.00 1.00 0.86 0.86 0.86 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 1.35 0.02 1.63 Final Sat.: 1805 3610 0 0 3610 1615 0 0 0 2201 38 2646
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.35 0.29 0.00 0.00 0.31 0.20 0.00 0.00 0.00 0.12 0.23 0.18 Crit Moves: **** **** ****
Green/Cycle: 0.38 0.70 0.00 0.00 0.33 0.33 0.00 0.00 0.00 0.25 0.25 0.25 Volume/Cap: 0.94 0.41 0.00 0.00 0.94 0.61 0.00 0.00 0.00 0.49 0.94 0.73 Delay/Veh: 51.9 6.4 0.0 0.0 47.5 30.5 0.0 0.0 0.0 32.4 56.2 37.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 51.9 6.4 0.0 0.0 47.5 30.5 0.0 0.0 0.0 32.4 56.2 37.0 LOS by Move: D A A A D C A A A C E D
HCM2k85thQ: 34 11 0 0 32 14 0 0 0 9 24 15
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-942
Attachment 8
1979
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:50 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): 0.927
Loss Time (sec): 5 Average Delay (sec/veh): 31.8
Optimal Cycle: 109 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 1316 336 505 903 0 238 4 522 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 1316 336 505 903 0 238 4 522 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 1316 336 505 903 0 238 4 522 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1316 336 505 903 0 238 4 522 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 1316 336 505 903 0 238 4 522 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 2130 17 2731 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.36 0.21 0.28 0.25 0.00 0.11 0.24 0.19 0.00 0.00 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.39 0.39 0.30 0.70 0.00 0.25 0.25 0.25 0.00 0.00 0.00 Volume/Cap: 0.00 0.93 0.53 0.93 0.36 0.00 0.44 0.93 0.75 0.00 0.00 0.00 Delay/Veh: 0.0 39.7 24.1 55.9 6.3 0.0 31.4 52.7 37.5 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 39.7 24.1 55.9 6.3 0.0 31.4 52.7 37.5 0.0 0.0 0.0 LOS by Move: A D C E A A C D D A A A
HCM2k85thQ: 0 36 13 28 9 0 8 23 16 0 0 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-943
Attachment 8
1980
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:51 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): 0.665
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 34 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 50 1311 262 242 974 89 79 45 33 153 29 109
Growth Adj: 1.00 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 1311 262 242 974 89 79 45 33 153 29 109 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 1311 262 242 974 89 79 45 33 153 29 109
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 50 1311 262 242 974 89 79 45 33 153 29 109 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 50 1311 262 242 974 89 79 45 33 153 29 109 ------------|---------------||---------------||---------------||---------------| 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 1.00 1.00 Lanes: 1.00 2.50 0.50 1.00 2.75 0.25 1.00 1.15 0.85 1.00 0.21 0.79 Final Sat.: 1600 4201 799 1600 4598 402 1600 1946 1354 1600 336 1264 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.31 0.33 0.15 0.21 0.22 0.05 0.02 0.02 0.10 0.09 0.09 Crit Moves: **** **** **** ****
******************************************************************************** K-944
Attachment 8
1981
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:52 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): 0.731
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 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: 95 1280 266 240 946 240 114 139 26 115 206 220 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 95 1280 266 240 946 240 114 139 26 115 206 220 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 95 1280 266 240 946 240 114 139 26 115 206 220 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 95 1280 266 240 946 240 114 139 26 115 206 220 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 95 1280 266 240 946 240 114 139 26 115 206 220 ------------|---------------||---------------||---------------||---------------| 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 0.31 0.32 0.15 0.23 0.25 0.07 0.10 0.10 0.07 0.12 0.14 Crit Moves: **** **** **** ****
******************************************************************************** K-945
Attachment 8
1982
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:52 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): 0.854
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 66 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 2 0 2 1 0 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 266 947 239 294 634 140 371 949 160 284 1046 190 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 266 947 239 294 634 140 371 949 160 284 1046 190 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 266 947 239 294 634 140 371 949 160 284 1046 190 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 266 947 239 294 634 140 371 949 160 284 1046 190 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 266 947 239 294 634 140 371 949 160 284 1046 190 ------------|---------------||---------------||---------------||---------------| 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 4307 693 3200 4262 738 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.17 0.23 0.25 0.18 0.15 0.16 0.12 0.22 0.23 0.09 0.25 0.26 Crit Moves: **** **** **** ****
******************************************************************************** K-946
Attachment 8
1983
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:53 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): 0.764
Loss Time (sec): 5 Average Delay (sec/veh): 11.3
Optimal Cycle: 47 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 2036 1571 67 1623 0 0 0 0 168 0 202
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: 0 2036 1571 67 1623 0 0 0 0 168 0 202
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 2036 0 67 1623 0 0 0 0 168 0 202
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2036 0 67 1623 0 0 0 0 168 0 202
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 2036 0 67 1623 0 0 0 0 168 0 202
------------|---------------||---------------||---------------||---------------| 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 0.56 0.00 0.04 0.31 0.00 0.00 0.00 0.00 0.05 0.00 0.13 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 0.76 0.00 0.76 0.40 0.00 0.00 0.00 0.00 0.29 0.00 0.76 Delay/Veh: 0.0 9.2 0.0 79.2 3.4 0.0 0.0 0.0 0.0 37.0 0.0 52.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 9.2 0.0 79.2 3.4 0.0 0.0 0.0 0.0 37.0 0.0 52.4 LOS by Move: A A A E A A A A A D A D
HCM2k85thQ: 0 30 0 6 9 0 0 0 0 4 0 12
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-947
Attachment 8
1984
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:54 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): 0.827
Loss Time (sec): 5 Average Delay (sec/veh): 28.5
Optimal Cycle: 61 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: 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: 213 2411 40 44 964 684 370 226 356 44 295 213 Growth Adj: 1.00 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 2411 40 44 964 684 370 226 356 44 295 213 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 2411 40 44 964 684 370 226 356 44 295 213 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 213 2411 40 44 964 684 370 226 356 44 295 213 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 213 2411 40 44 964 684 370 226 356 44 295 213 ------------|---------------||---------------||---------------||---------------| 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 5092 84 1805 3610 2842 3502 1900 2842 270 1810 1307 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.12 0.47 0.47 0.02 0.27 0.24 0.11 0.12 0.13 0.16 0.16 0.16 Crit Moves: **** **** **** ****
Green/Cycle: 0.18 0.57 0.57 0.03 0.42 0.57 0.15 0.15 0.15 0.20 0.20 0.20 Volume/Cap: 0.64 0.83 0.83 0.83 0.64 0.42 0.70 0.79 0.83 0.83 0.83 0.83 Delay/Veh: 41.9 19.4 19.4 112.6 24.1 12.4 44.4 54.2 53.7 47.0 47.0 47.0 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: 41.9 19.4 19.4 112.6 24.1 12.4 44.4 54.2 53.7 47.0 47.0 47.0 LOS by Move: D B B F C B D D D D D D
HCM2k85thQ: 11 35 35 5 19 11 11 13 13 17 17 17
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-948
Attachment 8
1985
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:55 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): 0.718
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 2 1 0 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 195 1493 45 133 784 313 272 900 89 121 753 138 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 195 1493 45 133 784 313 272 900 89 121 753 138 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 195 1493 45 133 784 313 272 900 89 121 753 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 195 1493 45 133 784 313 272 900 89 121 753 138 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 195 1493 45 133 784 313 272 900 89 121 753 138 ------------|---------------||---------------||---------------||---------------| 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 2.91 0.09 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 4860 140 3200 5100 1600 3200 3400 1600 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.31 0.32 0.04 0.15 0.20 0.09 0.26 0.06 0.04 0.22 0.09 Crit Moves: **** **** **** ****
******************************************************************************** K-949
Attachment 8
1986
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:56 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): 0.783
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 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 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 180 1352 234 149 664 112 47 143 31 91 283 165 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: 180 1352 234 149 664 112 47 143 31 91 283 165 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: 180 1352 234 149 664 112 47 143 31 91 283 165 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 180 1352 234 149 664 112 47 143 31 91 283 165 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: 180 1352 234 149 664 112 47 143 31 91 283 165 ------------|---------------||---------------||---------------||---------------| 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 2.56 0.44 1.00 2.57 0.43 1.00 0.82 0.18 1.00 0.63 0.37 Final Sat.: 1600 4292 708 1600 4307 693 1600 1315 285 1600 1011 589 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.11 0.32 0.33 0.09 0.15 0.16 0.03 0.11 0.11 0.06 0.28 0.28 Crit Moves: **** **** **** ****
******************************************************************************** K-950
Attachment 8
1987
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:56 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): 0.813
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: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 232 1320 227 176 800 215 64 238 42 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: 232 1320 227 176 800 215 64 238 42 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: 232 1320 227 176 800 215 64 238 42 96 762 168 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 232 1320 227 176 800 215 64 238 42 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: 232 1320 227 176 800 215 64 238 42 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 1.00 1.00 1.00 1.04 1.00 Lanes: 1.00 2.56 0.44 1.00 2.36 0.64 1.00 0.85 0.15 1.00 1.64 0.36 Final Sat.: 1600 4296 704 1600 3983 1017 1600 1360 240 1600 2722 578 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.15 0.31 0.32 0.11 0.20 0.21 0.04 0.17 0.17 0.06 0.28 0.29 Crit Moves: **** **** **** ****
******************************************************************************** K-951
Attachment 8
1988
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:57 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): 1.079
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: 259 1494 129 236 583 327 207 895 72 98 1758 228 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 259 1494 129 236 583 327 207 895 72 98 1758 228 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 259 1494 129 236 583 327 207 895 72 98 1758 228 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 259 1494 129 236 583 327 207 895 72 98 1758 228 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 259 1494 129 236 583 327 207 895 72 98 1758 228 ------------|---------------||---------------||---------------||---------------| 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 4643 357 1600 4449 551 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.16 0.32 0.34 0.15 0.17 0.20 0.13 0.19 0.20 0.06 0.40 0.41 Crit Moves: **** **** **** ****
******************************************************************************** K-952
Attachment 8
1989
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:57 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): 0.899
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 86 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: 218 788 174 178 575 265 342 656 142 244 1556 510 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 218 788 174 178 575 265 342 656 142 244 1556 510 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 218 788 174 178 575 265 342 656 142 244 1556 510 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 218 788 174 178 575 265 342 656 142 244 1556 510 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 218 788 174 178 575 265 342 656 142 244 1556 510 ------------|---------------||---------------||---------------||---------------| 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 4132 868 1600 3486 1514 3200 5100 1600 3200 3815 1185 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.14 0.19 0.20 0.11 0.16 0.18 0.11 0.13 0.09 0.08 0.41 0.43 Crit Moves: **** **** **** ****
******************************************************************************** K-953
Attachment 8
1990
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:58 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): 0.349
Loss Time (sec): 5 Average Delay (sec/veh): 6.0
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: Split Phase Split Phase Protected Protected
Rights: Include Include Ignore Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1! 0 1 0 0 0 0 0 0 0 3 0 1 0 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 188 0 51 0 0 0 0 1355 689 0 1411 882
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 188 0 51 0 0 0 0 1355 689 0 1411 882
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 188 0 51 0 0 0 0 1355 0 0 1411 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 188 0 51 0 0 0 0 1355 0 0 1411 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 188 0 51 0 0 0 0 1355 0 0 1411 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 1.00 0.93 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 0.91 Lanes: 1.79 0.00 1.21 0.00 0.00 0.00 0.00 3.00 1.00 0.00 3.00 0.00 Final Sat.: 3161 0 2147 0 0 0 0 5187 1900 0 5187 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.00 0.02 0.00 0.00 0.00 0.00 0.26 0.00 0.00 0.27 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.17 0.00 0.17 0.00 0.00 0.00 0.00 0.78 0.00 0.00 0.78 0.00 Volume/Cap: 0.35 0.00 0.14 0.00 0.00 0.00 0.00 0.34 0.00 0.00 0.35 0.00 Delay/Veh: 36.9 0.0 35.3 0.0 0.0 0.0 0.0 3.3 0.0 0.0 3.4 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: 36.9 0.0 35.3 0.0 0.0 0.0 0.0 3.3 0.0 0.0 3.4 0.0 LOS by Move: D A D A A A A A A A A A
HCM2k85thQ: 5 0 2 0 0 0 0 7 0 0 8 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-954
Attachment 8
1991
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:59 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): 0.938
Loss Time (sec): 5 Average Delay (sec/veh): 26.1
Optimal Cycle: 0 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 176 246 0 0 206 191 469 0 309 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: 176 246 0 0 206 191 469 0 309 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: 176 246 0 0 206 191 469 0 309 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 176 246 0 0 206 191 469 0 309 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: 176 246 0 0 206 191 469 0 309 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.: 454 486 0 0 479 528 500 0 592 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.39 0.51 xxxx xxxx 0.43 0.36 0.94 xxxx 0.52 xxxx xxxx xxxx Crit Moves: **** **** ****
Delay/Veh: 15.1 16.9 0.0 0.0 15.3 12.9 52.4 0.0 14.9 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: 15.1 16.9 0.0 0.0 15.3 12.9 52.4 0.0 14.9 0.0 0.0 0.0 LOS by Move: C C * * C B F * B * * *
ApproachDel: 16.2 14.1 37.5 xxxxxx
Delay Adj: 1.00 1.00 1.00 xxxxx
ApprAdjDel: 16.2 14.1 37.5 xxxxxx
LOS by Appr: C B E *
AllWayAvgQ: 0.6 0.9 0.0 0.0 0.7 0.5 5.9 0.0 1.0 0.0 0.0 0.0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-955
Attachment 8
1992
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:59 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): 0.531
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 25 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 1 0 0 0 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 0 0 195 0 68 85 148 0 0 218 272
Growth Adj: 1.00 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 0 195 0 68 85 148 0 0 218 272
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 0 195 0 68 85 148 0 0 218 272
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 195 0 68 85 148 0 0 218 272
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 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 0 195 0 68 85 148 0 0 218 272
------------|---------------||---------------||---------------||---------------| 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 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.44 0.56 Final Sat.: 0 0 0 1600 0 1600 1600 1700 0 0 712 888
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.12 0.00 0.04 0.05 0.09 0.00 0.00 0.31 0.31 Crit Moves: **** **** ****
******************************************************************************** K-956
Attachment 8
1993
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:00 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): 0.752
Loss Time (sec): 5 Average Delay (sec/veh): 27.2
Optimal Cycle: 46 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 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 25 0 256 164 70 310 0 1275 20 31 423 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 25 0 256 164 70 310 0 1275 20 31 423 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 25 0 256 164 70 310 0 1275 20 31 423 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 25 0 256 164 70 310 0 1275 20 31 423 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 25 0 256 164 70 310 0 1275 20 31 423 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 0.95 0.95 0.95 0.95 0.95 Lanes: 1.00 0.00 1.00 1.27 0.23 1.50 0.00 1.97 0.03 1.00 2.00 0.00 Final Sat.: 1805 0 1615 2170 390 2577 0 3547 56 1805 3610 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.01 0.00 0.16 0.08 0.18 0.12 0.00 0.36 0.36 0.02 0.12 0.00 Crit Moves: **** **** **** ****
Green/Cycle: 0.21 0.00 0.21 0.24 0.24 0.24 0.00 0.48 0.48 0.02 0.50 0.00 Volume/Cap: 0.07 0.00 0.75 0.32 0.75 0.50 0.00 0.75 0.75 0.75 0.23 0.00 Delay/Veh: 31.7 0.0 46.1 31.5 39.8 33.4 0.0 23.2 23.2 103.1 14.2 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: 31.7 0.0 46.1 31.5 39.8 33.4 0.0 23.2 23.2 103.1 14.2 0.0 LOS by Move: C A D C D C A C C F B A
HCM2k85thQ: 1 0 14 5 16 9 0 27 27 4 6 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-957
Attachment 8
1994
K-958
Attachment 8
1995
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:01 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): 0.344
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 18 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: 31 693 164 96 851 16 13 5 20 134 4 82
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 31 693 164 96 851 16 13 5 20 134 4 82
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 31 693 164 96 851 16 13 5 20 134 4 82
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 31 693 164 96 851 16 13 5 20 134 4 82
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 31 693 164 96 851 16 13 5 20 134 4 82
OvlAdjVol: 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.00 1.00 Lanes: 1.00 2.43 0.57 1.00 2.94 0.06 1.00 1.00 1.00 1.94 0.06 1.00 Final Sat.: 1600 4081 919 1600 4911 89 1600 1700 1600 3107 93 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.02 0.17 0.18 0.06 0.17 0.18 0.01 0.00 0.01 0.04 0.04 0.05 OvlAdjV/S: 0.00
Crit Moves: **** **** **** ****
******************************************************************************** K-959
Attachment 8
1996
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:01 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): 0.321
Loss Time (sec): 5 Average Delay (sec/veh): 7.7
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 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: 383 1100 0 0 642 330 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: 383 1100 0 0 642 330 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: 383 1100 0 0 642 330 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 383 1100 0 0 642 330 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: 383 1100 0 0 642 330 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: 0.11 0.30 0.00 0.00 0.20 0.20 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
Green/Cycle: 0.34 0.95 0.00 0.00 0.61 0.61 0.00 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.32 0.32 0.00 0.00 0.32 0.33 0.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 24.6 0.2 0.0 0.0 9.6 9.6 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: 24.6 0.2 0.0 0.0 9.6 9.6 0.0 0.0 0.0 0.0 0.0 0.0 LOS by Move: C A A A A A A A A A A A
HCM2k85thQ: 7 3 0 0 8 8 0 0 0 0 0 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-960
Attachment 8
1997
K-961
Attachment 8
1998
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:02 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): 0.625
Loss Time (sec): 5 Average Delay (sec/veh): 23.3
Optimal Cycle: 32 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 1155 3 43 589 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 1155 3 43 589 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 1155 3 43 589 0 440 39 558 28 0 67
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1155 3 43 589 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 1155 3 43 589 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 0.11 0.91 1.00 0.90 0.90 0.90 0.89 1.00 0.89 Lanes: 0.00 2.99 0.01 1.00 3.00 0.00 1.41 0.07 1.52 0.29 0.00 0.71 Final Sat.: 0 5174 13 217 5187 0 2408 124 2596 499 0 1195 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.22 0.22 0.20 0.11 0.00 0.18 0.31 0.21 0.06 0.00 0.06 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.36 0.36 0.36 0.36 0.00 0.50 0.50 0.50 0.09 0.00 0.09 Volume/Cap: 0.00 0.63 0.63 0.56 0.32 0.00 0.36 0.63 0.43 0.63 0.00 0.63 Delay/Veh: 0.0 27.3 27.3 34.4 23.4 0.0 15.2 18.8 15.8 51.8 0.0 51.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 27.3 27.3 34.4 23.4 0.0 15.2 18.8 15.8 51.8 0.0 51.8 LOS by Move: A C C C C A B B B D A D
HCM2k85thQ: 0 17 17 3 7 0 9 19 11 6 0 6
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-962
Attachment 8
1999
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:03 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): 0.757
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 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 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 258 1377 122 356 940 108 82 185 151 86 191 180 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 258 1377 122 356 940 108 82 185 151 86 191 180 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 258 1377 122 356 940 108 82 185 151 86 191 180 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 258 1377 122 356 940 108 82 185 151 86 191 180 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 258 1377 122 356 940 108 82 185 151 86 191 180 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.76 0.24 2.00 2.69 0.31 1.00 0.55 0.45 1.00 0.51 0.49 Final Sat.: 3200 4609 391 3200 4505 495 1600 881 719 1600 824 776 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.08 0.30 0.31 0.11 0.21 0.22 0.05 0.21 0.21 0.05 0.23 0.23 Crit Moves: **** **** **** ****
******************************************************************************** K-963
Attachment 8
2000
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:03 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): 0.779
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 48 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 176 852 131 199 1574 109 63 198 116 115 144 136 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 176 852 131 199 1574 109 63 198 116 115 144 136 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 176 852 131 199 1574 109 63 198 116 115 144 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 176 852 131 199 1574 109 63 198 116 115 144 136 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 176 852 131 199 1574 109 63 198 116 115 144 136 ------------|---------------||---------------||---------------||---------------| 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 1.00 1.00 Lanes: 1.00 2.60 0.40 2.00 2.81 0.19 1.00 0.63 0.37 1.00 0.51 0.49 Final Sat.: 1600 4360 640 3200 4689 311 1600 1009 591 1600 823 777 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.11 0.20 0.20 0.06 0.34 0.35 0.04 0.20 0.20 0.07 0.18 0.17 Crit Moves: **** **** **** ****
******************************************************************************** K-964
Attachment 8
2001
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:05 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): 0.741
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 42 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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: 233 1000 514 377 404 40 457 898 122 211 693 385 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 233 1000 514 377 404 40 457 898 122 211 693 385 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 233 1000 514 377 404 40 457 898 122 211 693 385 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 233 1000 514 377 404 40 457 898 122 211 693 385 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 233 1000 514 377 404 40 457 898 122 211 693 385 OvlAdjVol: 409 197
------------|---------------||---------------||---------------||---------------| 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: 0.07 0.29 0.32 0.12 0.09 0.09 0.14 0.18 0.08 0.07 0.14 0.24 OvlAdjV/S: 0.26 0.12
Crit Moves: **** **** **** ****
******************************************************************************** K-965
Attachment 8
2002
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:05 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): 0.784
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 49 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: 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: 35 381 123 536 396 145 226 806 41 123 833 513 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 35 381 123 536 396 145 226 806 41 123 833 513 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 35 381 123 536 396 145 226 806 41 123 833 513 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 35 381 123 536 396 145 226 806 41 123 833 513 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 35 381 123 536 396 145 226 806 41 123 833 513 ------------|---------------||---------------||---------------||---------------| 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 3829 1171 3200 3400 1600 1600 5100 1600 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.02 0.10 0.11 0.17 0.12 0.09 0.14 0.16 0.03 0.08 0.25 0.32 Crit Moves: **** **** **** ****
******************************************************************************** K-966
Attachment 8
2003
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:06 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): 0.687
Loss Time (sec): 5 Average Delay (sec/veh): 25.4
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: 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 46 1649 464 437 1139 136 Growth Adj: 1.00 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 46 1649 464 437 1139 136 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 46 1649 0 437 1139 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 401 32 423 110 50 37 46 1649 0 437 1139 136 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 46 1649 0 437 1139 136 ------------|---------------||---------------||---------------||---------------| 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 4560 544 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.12 0.12 0.15 0.06 0.03 0.02 0.03 0.32 0.00 0.12 0.25 0.25 Crit Moves: **** **** **** ****
Green/Cycle: 0.22 0.22 0.22 0.09 0.09 0.09 0.06 0.46 0.00 0.18 0.58 0.58 Volume/Cap: 0.55 0.55 0.69 0.69 0.30 0.26 0.43 0.69 0.00 0.69 0.43 0.43 Delay/Veh: 35.7 35.7 39.3 56.0 43.6 43.5 48.1 22.0 0.0 41.4 11.6 11.6 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: 35.7 35.7 39.3 56.0 43.6 43.5 48.1 22.0 0.0 41.4 11.6 11.6 LOS by Move: D D D E D D D C A D B B
HCM2k85thQ: 10 10 12 7 3 2 3 23 0 12 12 12
K-967
Attachment 8
2004
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-968
Attachment 8
2005
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:06 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): 0.951
Loss Time (sec): 5 Average Delay (sec/veh): 46.2
Optimal Cycle: 134 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 19 231 889 165 57 33 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 19 231 889 165 57 33 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 19 231 889 165 57 33 23 348 16
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 879 262 51 19 231 889 165 57 33 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 19 231 889 165 57 33 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 1.27 0.73 1.00 1.91 0.09 Final Sat.: 3502 4238 825 1805 5187 1615 3502 2161 1251 1805 3427 158 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.25 0.06 0.06 0.01 0.04 0.55 0.05 0.03 0.03 0.01 0.10 0.10 Crit Moves: **** **** **** ****
Green/Cycle: 0.26 0.68 0.68 0.12 0.53 0.58 0.05 0.11 0.11 0.05 0.11 0.11 Volume/Cap: 0.95 0.09 0.09 0.09 0.08 0.95 0.95 0.25 0.25 0.25 0.95 0.95 Delay/Veh: 54.9 5.5 5.5 39.7 11.6 38.3 101.1 41.5 41.5 47.0 77.7 77.7 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: 54.9 5.5 5.5 39.7 11.6 38.3 101.1 41.5 41.5 47.0 77.7 77.7 LOS by Move: D A A D B D F D D D E E
HCM2k85thQ: 27 2 2 1 2 44 8 2 2 1 15 15
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-969
Attachment 8
2006
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:07 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): 0.865
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 70 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include 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: 208 1501 238 108 214 173 410 1051 128 91 1176 574 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 208 1501 238 108 214 173 410 1051 128 91 1176 574 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 208 1501 238 108 214 173 410 1051 128 91 1176 574 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 208 1501 238 108 214 173 410 1051 128 91 1176 574 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 208 1501 238 108 214 173 410 1051 128 91 1176 574 OvlAdjVol: 0 24
------------|---------------||---------------||---------------||---------------| 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: 0.07 0.29 0.15 0.03 0.04 0.11 0.13 0.21 0.08 0.03 0.23 0.36 OvlAdjV/S: 0.00 0.02
Crit Moves: **** **** **** ****
******************************************************************************** K-970
Attachment 8
2007
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:08 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): 0.952
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 132 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 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: 343 1175 135 89 341 432 324 880 137 78 1643 216 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 343 1175 135 89 341 432 324 880 137 78 1643 216 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 343 1175 135 89 341 432 324 880 137 78 1643 216 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 343 1175 135 89 341 432 324 880 137 78 1643 216 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 343 1175 135 89 341 432 324 880 137 78 1643 216 OvlAdjVol: 172
------------|---------------||---------------||---------------||---------------| 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 6040 660 3200 3400 1600 1600 4353 647 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.11 0.19 0.20 0.03 0.10 0.27 0.20 0.20 0.21 0.02 0.32 0.14 OvlAdjV/S: 0.11
Crit Moves: **** **** **** ****
******************************************************************************** K-971
Attachment 8
2008
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:08 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): 0.591
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 28 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 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: 344 1293 333 314 531 249 178 662 87 129 979 286 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 344 1293 333 314 531 249 178 662 87 129 979 286 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 344 1293 333 314 531 249 178 662 87 129 979 286 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 344 1293 333 314 531 249 178 662 87 129 979 286 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 344 1293 333 314 531 249 178 662 87 129 979 286 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 3.54 0.46 2.00 4.00 1.00 Final Sat.: 3200 6800 1600 3200 6800 1600 3200 5957 743 3200 6800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.11 0.19 0.21 0.10 0.08 0.16 0.06 0.11 0.12 0.04 0.14 0.18 Crit Moves: **** **** **** ****
******************************************************************************** K-972
Attachment 8
2009
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:09 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): 1.494
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: 27 1513 219 148 628 5 453 1111 569 2003 342 1235 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 27 1513 219 148 628 5 453 1111 569 2003 342 1235 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 27 1513 219 148 628 5 453 1111 569 2003 342 1235 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 27 1513 219 148 628 5 453 1111 569 2003 342 1235 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 27 1513 219 148 628 5 453 1111 569 2003 342 1235 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 1600 5100 1600 1600 5100 1600 1600 3400 1600 3200 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.02 0.30 0.14 0.09 0.12 0.00 0.28 0.33 0.36 0.63 0.20 0.77 Crit Moves: **** **** **** ****
******************************************************************************** K-973
Attachment 8
2010
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:10 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): 0.722
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 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: 179 1160 14 340 707 1240 515 237 36 39 818 574 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 179 1160 14 340 707 1240 515 237 36 39 818 574 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 179 1160 14 340 707 0 515 237 36 39 818 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 179 1160 14 340 707 0 515 237 36 39 818 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 179 1160 14 340 707 0 515 237 36 39 818 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.96 0.04 2.00 3.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3200 4943 57 3200 5100 1600 3200 5100 1600 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.23 0.24 0.11 0.14 0.00 0.16 0.05 0.02 0.02 0.16 0.00 Crit Moves: **** **** **** ****
******************************************************************************** K-974
Attachment 8
2011
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:10 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): 0.836
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 61 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 0 1 2 0 2 0 1 2 0 2 1 0 2 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 467 1006 272 88 640 348 212 757 205 284 1617 91 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 467 1006 272 88 640 348 212 757 205 284 1617 91 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 467 1006 272 88 640 348 212 757 205 284 1617 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 467 1006 272 88 640 348 212 757 205 284 1617 91 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 467 1006 272 88 640 348 212 757 205 284 1617 91 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.04 1.00 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.36 0.64 2.00 2.84 0.16 Final Sat.: 3200 3400 1600 3200 3400 1600 3200 3977 1023 3200 4744 256 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.15 0.30 0.17 0.03 0.19 0.22 0.07 0.19 0.20 0.09 0.34 0.36 Crit Moves: **** **** **** ****
******************************************************************************** K-975
Attachment 8
2012
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:11 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): 0.444
Loss Time (sec): 5 Average Delay (sec/veh): 19.9
Optimal Cycle: 22 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected
Rights: Include Ovl Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 0 0 0 2 0 0 0 1 2 0 3 0 0 0 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 0 0 357 0 78 595 672 0 0 590 162
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 357 0 78 595 672 0 0 590 162
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 357 0 78 595 672 0 0 590 162
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 357 0 78 595 672 0 0 590 162
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 357 0 78 595 672 0 0 590 162
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1.00 0.85 0.92 0.91 1.00 1.00 0.88 0.88 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 2.00 3.00 0.00 0.00 2.35 0.65 Final Sat.: 0 0 0 3502 0 1615 3502 5187 0 0 3939 1082
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.10 0.00 0.05 0.17 0.13 0.00 0.00 0.15 0.15 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.23 0.00 0.61 0.38 0.72 0.00 0.00 0.34 0.34 Volume/Cap: 0.00 0.00 0.00 0.44 0.00 0.08 0.44 0.18 0.00 0.00 0.44 0.44 Delay/Veh: 0.0 0.0 0.0 33.4 0.0 7.9 23.2 4.5 0.0 0.0 26.0 26.0 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-976
Attachment 8
2013
AdjDel/Veh: 0.0 0.0 0.0 33.4 0.0 7.9 23.2 4.5 0.0 0.0 26.0 26.0 LOS by Move: A A A C A A C A A A C C
HCM2k85thQ: 0 0 0 8 0 2 11 4 0 0 10 10
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-977
Attachment 8
2014
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:11 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): 0.671
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 34 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: 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 0 653 0 45 64 2124 0 0 925 398
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 653 0 45 64 2124 0 0 925 398
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 653 0 45 64 2124 0 0 925 398
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 653 0 45 64 2124 0 0 925 398
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 653 0 45 64 2124 0 0 925 398
OvlAdjVol: 71
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 3200 0 1600 3200 5100 0 0 5100 1600
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.20 0.00 0.03 0.02 0.42 0.00 0.00 0.18 0.25 OvlAdjV/S: 0.04
Crit Moves: **** **** ****
******************************************************************************** K-978
Attachment 8
2015
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:12 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): 1.284
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: 362 2082 454 80 407 280 785 1435 201 254 805 274 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 362 2082 454 80 407 280 785 1435 201 254 805 274 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 362 2082 454 80 407 280 785 1435 201 254 805 274 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 362 2082 454 80 407 280 785 1435 201 254 805 274 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 362 2082 454 80 407 280 785 1435 201 254 805 274 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 2727 573 3200 3400 3200 3200 5100 1600 3200 6800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.11 0.76 0.79 0.03 0.12 0.09 0.25 0.28 0.13 0.08 0.12 0.17 OvlAdjV/S: 0.00
Crit Moves: **** **** **** ****
******************************************************************************** K-979
Attachment 8
2016
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:13 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): 0.696
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 37 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: 433 1372 253 20 728 96 52 113 148 265 439 51
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 433 1372 253 20 728 96 52 113 148 265 439 51 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 433 1372 253 20 728 96 52 113 148 265 439 51 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 433 1372 253 20 728 96 52 113 148 265 439 51 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 433 1372 253 20 728 96 52 113 148 265 439 51 ------------|---------------||---------------||---------------||---------------| 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 1433 167 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.14 0.27 0.16 0.01 0.16 0.17 0.03 0.07 0.09 0.17 0.31 0.31 Crit Moves: **** **** **** ****
******************************************************************************** K-980
Attachment 8
2017
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:13 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): 0.623
Loss Time (sec): 5 Average Delay (sec/veh): 23.6
Optimal Cycle: 32 Level Of Service: C
******************************************************************************** Street Name: Red Hill Avenue I-5 NB Ramps
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 0 0 0 3 0 1 0 0 0 0 0 1 1 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 292 1670 0 0 865 175 0 0 0 256 96 415
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 292 1670 0 0 865 175 0 0 0 256 96 415
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 292 1670 0 0 865 175 0 0 0 256 96 415
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 292 1670 0 0 865 175 0 0 0 256 96 415
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 292 1670 0 0 865 175 0 0 0 256 96 415
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 1.00 1.00 0.91 0.85 1.00 1.00 1.00 0.83 0.83 0.83 Lanes: 1.00 3.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 1.45 0.55 1.00 Final Sat.: 1805 5187 0 0 5187 1615 0 0 0 2292 860 1576 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.16 0.32 0.00 0.00 0.17 0.11 0.00 0.00 0.00 0.11 0.11 0.26 Crit Moves: **** **** ****
Green/Cycle: 0.26 0.53 0.00 0.00 0.27 0.27 0.00 0.00 0.00 0.42 0.42 0.42 Volume/Cap: 0.62 0.61 0.00 0.00 0.62 0.40 0.00 0.00 0.00 0.26 0.26 0.62 Delay/Veh: 35.3 16.9 0.0 0.0 33.1 30.7 0.0 0.0 0.0 18.8 18.8 23.6 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 K-981
Attachment 8
2018
AdjDel/Veh: 35.3 16.9 0.0 0.0 33.1 30.7 0.0 0.0 0.0 18.8 18.8 23.6 LOS by Move: D B A A C C A A A B B C
HCM2k85thQ: 13 20 0 0 14 7 0 0 0 6 6 17
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-982
Attachment 8
2019
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:14 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): 0.713
Loss Time (sec): 5 Average Delay (sec/veh): 21.8
Optimal Cycle: 40 Level Of Service: C
******************************************************************************** Street Name: Red Hill Avenue I-5 SB Ramps
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 4 0 1 1 0 3 0 0 0 1 0 0 1 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 1700 540 310 744 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 1700 540 310 744 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 1700 540 310 744 0 296 3 265 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1700 540 310 744 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 1700 540 310 744 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 0.25 0.33 0.17 0.14 0.00 0.17 0.17 0.16 0.00 0.00 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.47 0.47 0.24 0.71 0.00 0.24 0.24 0.24 0.00 0.00 0.00 Volume/Cap: 0.00 0.52 0.71 0.71 0.20 0.00 0.71 0.71 0.68 0.00 0.00 0.00 Delay/Veh: 0.0 18.8 24.4 40.3 4.9 0.0 40.5 40.5 39.6 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 18.8 24.4 40.3 4.9 0.0 40.5 40.5 39.6 0.0 0.0 0.0 LOS by Move: A B C D A A D D D A A A
HCM2k85thQ: 0 15 21 15 4 0 15 15 13 0 0 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-983
Attachment 8
2020
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:15 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): 0.715
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 39 Level Of Service: C
******************************************************************************** Street Name: Red Hill Avenue Nisson Road
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 1 0 1 0 2 1 0 1 0 0 1 0 1 0 0 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 34 1769 36 142 730 73 247 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: 34 1769 36 142 730 73 247 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: 34 1769 36 142 730 73 247 90 40 48 83 141
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 34 1769 36 142 730 73 247 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: 34 1769 36 142 730 73 247 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 0.27 0.28 0.09 0.16 0.17 0.15 0.08 0.08 0.03 0.14 0.14 Crit Moves: **** **** **** ****
******************************************************************************** K-984
Attachment 8
2021
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:16 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): 0.749
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 43 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: 283 1378 99 123 382 160 91 218 90 196 654 171 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: 283 1378 99 123 382 160 91 218 90 196 654 171 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: 283 1378 99 123 382 160 91 218 90 196 654 171 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 283 1378 99 123 382 160 91 218 90 196 654 171 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: 283 1378 99 123 382 160 91 218 90 196 654 171 ------------|---------------||---------------||---------------||---------------| 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 2.11 0.89 1.00 1.42 0.58 2.00 1.59 0.41 Final Sat.: 1600 4678 322 1600 3583 1417 1600 2365 935 3200 2637 663 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.18 0.29 0.31 0.08 0.11 0.11 0.06 0.09 0.10 0.06 0.25 0.26 Crit Moves: **** **** **** ****
******************************************************************************** K-985
Attachment 8
2022
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:17 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): 0.753
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 44 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: 248 1849 305 116 467 52 110 297 130 284 412 272 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 248 1849 305 116 467 52 110 297 130 284 412 272 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 248 1849 305 116 467 52 110 297 130 284 412 272 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 248 1849 305 116 467 52 110 297 130 284 412 272 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 248 1849 305 116 467 52 110 297 130 284 412 272 OvlAdjVol: 225 156
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 3.43 0.57 1.00 2.70 0.30 1.00 1.00 1.00 2.00 1.00 1.00 Final Sat.: 1600 5794 906 1600 4519 481 1600 1700 1600 3200 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.16 0.32 0.34 0.07 0.10 0.11 0.07 0.17 0.08 0.09 0.24 0.17 OvlAdjV/S: 0.25 0.10
Crit Moves: **** **** **** ****
******************************************************************************** K-986
Attachment 8
2023
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:17 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): 0.924
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 103 Level Of Service: E
******************************************************************************** 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 1995 1175 447 657 0 0 0 0 792 0 716
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1995 1175 447 657 0 0 0 0 792 0 716
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1995 1175 447 657 0 0 0 0 792 0 716
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1995 1175 447 657 0 0 0 0 792 0 716
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1995 1175 447 657 0 0 0 0 792 0 716
OvlAdjVol: 911 269
------------|---------------||---------------||---------------||---------------| 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 0.39 0.73 0.14 0.13 0.00 0.00 0.00 0.00 0.17 0.00 0.22 OvlAdjV/S: 0.57 0.08
Crit Moves: **** **** ****
******************************************************************************** K-987
Attachment 8
2024
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:18 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): 1.772
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: 876 3814 401 550 1460 947 329 402 230 307 1760 1394 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 876 3814 401 550 1460 947 329 402 230 307 1760 1394 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 876 3814 401 550 1460 947 329 402 230 307 1760 1394 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 876 3814 401 550 1460 947 329 402 230 307 1760 1394 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 876 3814 401 550 1460 947 329 402 230 307 1760 1394 OvlAdjVol: 247 783 1119
------------|---------------||---------------||---------------||---------------| 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: 0.27 0.75 0.25 0.17 0.29 0.59 0.10 0.19 0.20 0.10 0.52 0.87 OvlAdjV/S: 0.15 0.49 0.70
Crit Moves: **** **** **** ****
******************************************************************************** K-988
Attachment 8
2025
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:19 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): 0.929
Loss Time (sec): 5 Average Delay (sec/veh): 26.5
Optimal Cycle: 111 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 0 484 0 289 0 1049 707 425 1222 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 0 484 0 289 0 1049 707 425 1222 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 0 484 0 289 0 1049 707 425 1222 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 484 0 289 0 1049 707 425 1222 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 0 484 0 289 0 1049 707 425 1222 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 0.21 0.00 0.15 0.00 0.32 0.44 0.24 0.24 0.00 Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.23 0.00 0.46 0.00 0.47 0.47 0.25 0.72 0.00 Volume/Cap: 0.00 0.00 0.00 0.93 0.00 0.33 0.00 0.69 0.93 0.93 0.33 0.00 Delay/Veh: 0.0 0.0 0.0 54.5 0.0 17.5 0.0 21.7 33.7 61.9 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 54.5 0.0 17.5 0.0 21.7 33.7 61.9 5.1 0.0 LOS by Move: A A A D A B A C C E A A
K-989
Attachment 8
2026
HCM2k85thQ: 0 0 0 19 0 7 0 22 39 25 8 0
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-990
Attachment 8
2027
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:19 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): 0.841
Loss Time (sec): 5 Average Delay (sec/veh): 22.3
Optimal Cycle: 65 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: 424 21 386 0 0 0 239 1094 0 0 1043 660
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 424 21 386 0 0 0 239 1094 0 0 1043 660
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 424 21 386 0 0 0 239 1094 0 0 1043 660
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 424 21 386 0 0 0 239 1094 0 0 1043 660
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 424 21 386 0 0 0 239 1094 0 0 1043 660
------------|---------------||---------------||---------------||---------------| 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.: 2445 80 2372 0 0 0 1805 5187 0 0 3257 1629
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.17 0.26 0.16 0.00 0.00 0.00 0.13 0.21 0.00 0.00 0.32 0.41 Crit Moves: **** **** ****
Green/Cycle: 0.31 0.31 0.31 0.00 0.00 0.00 0.16 0.64 0.00 0.00 0.48 0.48 Volume/Cap: 0.56 0.84 0.52 0.00 0.00 0.00 0.84 0.33 0.00 0.00 0.66 0.84 Delay/Veh: 29.2 38.7 28.7 0.0 0.0 0.0 60.5 8.3 0.0 0.0 20.4 25.9 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: 29.2 38.7 28.7 0.0 0.0 0.0 60.5 8.3 0.0 0.0 20.4 25.9 LOS by Move: C D C A A A E A A A C C
HCM2k85thQ: 12 22 11 0 0 0 15 9 0 0 21 31
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-991
Attachment 8
2028
APPENDIX E
MITIGATION WORKSHEETS
K-992
Attachment 8
2029
MITIG8 - 2045 WP AM Peak HoWed Aug 26, 2020 11:37:24 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Euclid St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.995
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 180 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 2 1 0 1 0 2 0 1 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| 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 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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 1.05 1.00 Lanes: 2.00 2.77 0.23 2.00 2.75 0.25 1.00 2.00 1.00 1.00 2.54 0.46 Final Sat.: 3200 4624 376 3200 4596 404 1600 3400 1600 1600 4260 740 ------------|---------------||---------------||---------------||---------------| 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 0.19 0.20 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-993
Attachment 8
2030
K-994
Attachment 8
2031
MITIG8 - 2045 WP PM Peak HoWed Aug 26, 2020 11:38:30 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Euclid St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.803
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 53 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 551 1648 117 136 897 228 121 467 140 119 1103 179 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 551 1648 117 136 897 228 121 467 140 119 1103 179 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 551 1648 117 136 897 228 121 467 140 119 1103 179 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 551 1648 117 136 897 228 121 467 140 119 1103 179 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 551 1648 117 136 897 228 121 467 140 119 1103 179 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 551 1648 117 136 897 228 121 467 140 119 1103 179 ------------|---------------||---------------||---------------||---------------| 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 1.05 1.00 Lanes: 2.00 2.80 0.20 2.00 2.39 0.61 1.00 2.00 1.00 1.00 2.58 0.42 Final Sat.: 3200 4682 318 3200 4027 973 1600 3400 1600 1600 4330 670 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.17 0.35 0.37 0.04 0.22 0.23 0.08 0.14 0.09 0.07 0.25 0.27 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-995
Attachment 8
2032
K-996
Attachment 8
2033
MITIG8 - 2045 WP AM Peak HoWed Aug 26, 2020 11:39:58 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Euclid St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.995
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 180 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 2 1 0 2 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 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3200 4624 376 3200 4596 404 3200 3400 1600 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.17 0.18 0.06 0.57 0.59 0.04 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-997
Attachment 8
2034
K-998
Attachment 8
2035
MITIG8 - 2045 WP PM Peak HoWed Aug 26, 2020 11:40:46 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Euclid St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.822
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: 2 0 2 1 0 2 0 2 1 0 2 0 2 0 1 1 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 551 1648 117 136 897 228 121 467 140 119 1103 179 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 551 1648 117 136 897 228 121 467 140 119 1103 179 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 551 1648 117 136 897 228 121 467 140 119 1103 179 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 551 1648 117 136 897 228 121 467 140 119 1103 179 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 551 1648 117 136 897 228 121 467 140 119 1103 179 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 551 1648 117 136 897 228 121 467 140 119 1103 179 ------------|---------------||---------------||---------------||---------------| 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 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3200 4682 318 3200 4027 973 3200 3400 1600 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.17 0.35 0.37 0.04 0.22 0.23 0.04 0.14 0.09 0.07 0.32 0.11 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-999
Attachment 8
2036
K-1000
Attachment 8
2037
MITIG8 - 2045 WP AM Peak HoWed Aug 26, 2020 11:41:36 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Euclid St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.965
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 154 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 0 1 2 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 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 4624 376 3200 4596 404 3200 3400 1600 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.17 0.18 0.06 0.57 0.59 0.04 0.17 0.23 0.04 0.24 0.09 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1001
Attachment 8
2038
K-1002
Attachment 8
2039
MITIG8 - 2045 WP PM Peak HoWed Aug 26, 2020 11:41:57 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Euclid St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.822
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: 2 0 2 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 551 1648 117 136 897 228 121 467 140 119 1103 179 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 551 1648 117 136 897 228 121 467 140 119 1103 179 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 551 1648 117 136 897 228 121 467 140 119 1103 179 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 551 1648 117 136 897 228 121 467 140 119 1103 179 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 551 1648 117 136 897 228 121 467 140 119 1103 179 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 551 1648 117 136 897 228 121 467 140 119 1103 179 ------------|---------------||---------------||---------------||---------------| 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 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 4682 318 3200 4027 973 3200 3400 1600 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.17 0.35 0.37 0.04 0.22 0.23 0.04 0.14 0.09 0.04 0.32 0.11 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1003
Attachment 8
2040
K-1004
Attachment 8
2041
MITIG8 - 2045 WP AM Peak HoMon Jun 8, 2020 16:46:00 Page 1-1 -------------------------------------------------------------------------------- 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): 0.961
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 147 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 1 0 2 1 0 1 0 1 1 0 2 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 2.00 2.00 1.00 Final Sat.: 3200 4714 286 1600 4827 173 1600 2382 918 3200 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 0.05 0.13 0.06 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1005
Attachment 8
2042
K-1006
Attachment 8
2043
MITIG8 - 2045 WP PM Peak HoMon Jun 8, 2020 16:45:14 Page 1-1 -------------------------------------------------------------------------------- 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): 0.934
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 113 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 1 0 2 1 0 1 0 1 1 0 2 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 275 1732 55 86 973 86 118 585 192 121 1308 475 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 275 1732 55 86 973 86 118 585 192 121 1308 475 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 275 1732 55 86 973 86 118 585 192 121 1308 475 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 275 1732 55 86 973 86 118 585 192 121 1308 475 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 275 1732 55 86 973 86 118 585 192 121 1308 475 ------------|---------------||---------------||---------------||---------------| 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 2.00 2.00 1.00 Final Sat.: 3200 4852 148 1600 4610 390 1600 2509 791 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.09 0.36 0.37 0.05 0.21 0.22 0.07 0.23 0.24 0.04 0.38 0.30 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1007
Attachment 8
2044
K-1008
Attachment 8
2045
MITIG8 - 2045 WP AM Peak HoTue Jun 9, 2020 10:55:11 Page 1-1 -------------------------------------------------------------------------------- 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): 0.788
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 50 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 1 1 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 208 1451 184 315 1298 183 206 1268 128 126 949 139 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 208 1451 184 315 1298 183 206 1268 128 126 949 139 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 208 1451 184 315 1298 183 206 1268 128 126 949 139 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 208 1451 184 315 1298 183 206 1268 128 126 949 139 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 208 1451 184 315 1298 183 206 1268 128 126 949 139 ------------|---------------||---------------||---------------||---------------| 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: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 1.00 2.62 0.38 Final Sat.: 3200 5100 1600 3200 5100 1600 1600 5100 1600 1600 4387 613 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.07 0.28 0.12 0.10 0.25 0.11 0.13 0.25 0.08 0.08 0.22 0.23 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1009
Attachment 8
2046
K-1010
Attachment 8
2047
MITIG8 - 2045 WP PM Peak HoTue Jun 9, 2020 10:53:45 Page 1-1 -------------------------------------------------------------------------------- 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): 0.867
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: 2 0 3 0 1 2 0 3 0 1 1 0 2 1 1 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 434 1872 276 216 1169 264 259 1454 186 155 953 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: 434 1872 276 216 1169 264 259 1454 186 155 953 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: 434 1872 276 216 1169 264 259 1454 186 155 953 90 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 434 1872 276 216 1169 264 259 1454 186 155 953 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: 434 1872 276 216 1169 264 259 1454 186 155 953 90 ------------|---------------||---------------||---------------||---------------| 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: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 1.00 2.74 0.26 Final Sat.: 3200 5100 1600 3200 5100 1600 1600 5100 1600 1600 4586 414 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.14 0.37 0.17 0.07 0.23 0.17 0.16 0.29 0.12 0.10 0.21 0.22 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1011
Attachment 8
2048
K-1012
Attachment 8
2049
MITIG8 - 2045 WP AM Peak HoTue Jun 9, 2020 11:13:41 Page 1-1 -------------------------------------------------------------------------------- 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): 0.814
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: 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 1 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 70 778 146 283 1011 119 306 1480 136 157 712 91 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 70 778 146 283 1011 119 306 1480 136 157 712 91 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 70 778 146 283 1011 119 306 1480 136 157 712 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 70 778 146 283 1011 119 306 1480 136 157 712 91 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 70 778 146 283 1011 119 306 1480 136 157 712 91 ------------|---------------||---------------||---------------||---------------| 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 2.68 0.32 1.00 2.75 0.25 1.00 2.66 0.34 Final Sat.: 1600 5100 1600 1600 4495 505 1600 4596 404 1600 4456 544 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.15 0.09 0.18 0.22 0.24 0.19 0.32 0.34 0.10 0.16 0.17 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1013
Attachment 8
2050
K-1014
Attachment 8
2051
MITIG8 - 2045 WP PM Peak HoTue Jun 9, 2020 11:12:49 Page 1-1 -------------------------------------------------------------------------------- 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): 0.868
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 1 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 177 1309 231 98 894 187 279 998 79 156 1408 71 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 177 1309 231 98 894 187 279 998 79 156 1408 71 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 177 1309 231 98 894 187 279 998 79 156 1408 71 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 177 1309 231 98 894 187 279 998 79 156 1408 71 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 177 1309 231 98 894 187 279 998 79 156 1408 71 ------------|---------------||---------------||---------------||---------------| 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: 1.00 3.00 1.00 1.00 2.48 0.52 1.00 2.78 0.22 1.00 2.86 0.14 Final Sat.: 1600 5100 1600 1600 4170 830 1600 4648 352 1600 4770 230 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.11 0.26 0.14 0.06 0.21 0.23 0.17 0.21 0.22 0.10 0.30 0.31 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1015
Attachment 8
2052
K-1016
Attachment 8
2053
MITIG8 - 2045 WP AM Peak HoTue Jul 14, 2020 10:11:45 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #44 Flower St and 1st St
******************************************************************************** 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: 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 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 89 387 102 366 1158 121 107 983 39 161 664 95 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 89 387 102 366 1158 121 107 983 39 161 664 95 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 89 387 102 366 1158 121 107 983 39 161 664 95 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 89 387 102 366 1158 121 107 983 39 161 664 95 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 89 387 102 366 1158 121 107 983 39 161 664 95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 89 387 102 366 1158 121 107 983 39 161 664 95 ------------|---------------||---------------||---------------||---------------| 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 1.03 1.00 1.00 1.04 1.00 Lanes: 1.00 2.00 1.00 1.00 1.81 0.19 1.00 1.92 0.08 1.00 1.75 0.25 Final Sat.: 1600 3400 1600 1600 2997 303 1600 3178 122 1600 2899 401 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.11 0.06 0.23 0.39 0.40 0.07 0.31 0.32 0.10 0.23 0.24 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1017
Attachment 8
2054
K-1018
Attachment 8
2055
MITIG8 - 2045 WP PM Peak HoTue Jul 14, 2020 10:09:24 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #44 Flower St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.921
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 101 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 211 1000 238 140 383 111 135 1181 98 144 969 101 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 211 1000 238 140 383 111 135 1181 98 144 969 101 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 211 1000 238 140 383 111 135 1181 98 144 969 101 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 211 1000 238 140 383 111 135 1181 98 144 969 101 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 211 1000 238 140 383 111 135 1181 98 144 969 101 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 211 1000 238 140 383 111 135 1181 98 144 969 101 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.03 1.00 1.00 1.03 1.00 Lanes: 1.00 2.00 1.00 1.00 1.55 0.45 1.00 1.85 0.15 1.00 1.81 0.19 Final Sat.: 1600 3400 1600 1600 2581 719 1600 3055 245 1600 2998 302 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.13 0.29 0.15 0.09 0.15 0.15 0.08 0.39 0.40 0.09 0.32 0.33 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1019
Attachment 8
2056
K-1020
Attachment 8
2057
MITIG8 - 2045 WP AM Peak HoThu Jun 11, 2020 14:58:30 Page 1-1 -------------------------------------------------------------------------------- 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): 1.241
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 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 1 0 1 1 0 1 0 1 0 1 0 1 0 1 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 188 611 303 409 972 253 118 732 99 297 699 258 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 188 611 303 409 972 253 118 732 99 297 699 258 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 188 611 303 409 972 253 118 732 99 297 699 258 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 188 611 303 409 972 253 118 732 99 297 699 258 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 188 611 303 409 972 253 118 732 99 297 699 258 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.00 1.00 1.00 1.06 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 0.25 1.54 0.21 1.00 2.00 1.00 Final Sat.: 1600 1700 1600 1600 1700 1600 398 2468 334 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.12 0.36 0.19 0.26 0.57 0.16 0.30 0.30 0.30 0.19 0.21 0.16 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1021
Attachment 8
2058
K-1022
Attachment 8
2059
MITIG8 - 2045 WP PM Peak HoThu Jun 11, 2020 15:18:08 Page 1-1 -------------------------------------------------------------------------------- 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): 1.282
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 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 1 0 1 1 0 1 0 1 0 1 0 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 1.06 1.00 1.00 1.06 1.00 1.00 1.00 1.00 1.00 1.06 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 0.35 1.46 0.19 1.00 2.00 1.00 Final Sat.: 1600 1700 1600 1600 1700 1600 568 2331 301 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.08 0.49 0.15 0.24 0.38 0.06 0.29 0.29 0.29 0.16 0.16 0.22 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1023
Attachment 8
2060
K-1024
Attachment 8
2061
MITIG8 - 2045 WP AM Peak HoTue Jul 14, 2020 09:53:26 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #63 Standard Ave and 4th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.062
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 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 191 473 248 431 604 332 298 624 219 250 550 340 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 191 473 248 431 604 332 298 624 219 250 550 340 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 191 473 248 431 604 332 298 624 219 250 550 340 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 191 473 248 431 604 332 298 624 219 250 550 340 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 191 473 248 431 604 332 298 624 219 250 550 340 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 191 473 248 431 604 332 298 624 219 250 550 340 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.05 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.48 0.52 1.00 1.24 0.76 Final Sat.: 1600 1700 1600 1600 1700 1600 1600 2469 831 1600 2078 1222 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.12 0.28 0.16 0.27 0.36 0.21 0.19 0.25 0.26 0.16 0.26 0.28 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1025
Attachment 8
2062
K-1026
Attachment 8
2063
MITIG8 - 2045 WP PM Peak HoTue Jul 14, 2020 09:55:45 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #63 Standard Ave and 4th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.029
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 1 0 1 1 0 1 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 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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 1.00 1.00 1.00 1.00 1.00 1.00 1.41 0.59 1.00 1.30 0.70 Final Sat.: 1600 1700 1600 1600 1700 1600 1600 2351 949 1600 2176 1124 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.16 0.32 0.13 0.16 0.25 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-1027
Attachment 8
2064
K-1028
Attachment 8
2065
MITIG8 - 2045 WP AM Peak HoTue Jun 9, 2020 15:58:28 Page 1-1 -------------------------------------------------------------------------------- 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): 0.861
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 69 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 262 1104 165 294 1974 192 109 352 107 95 340 86 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 262 1104 165 294 1974 192 109 352 107 95 340 86 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 262 1104 165 294 1974 192 109 352 107 95 340 86 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 262 1104 165 294 1974 192 109 352 107 95 340 86 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 262 1104 165 294 1974 192 109 352 107 95 340 86 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 2.61 0.39 1.00 2.73 0.27 1.00 1.53 0.47 1.00 1.60 0.40 Final Sat.: 1600 4376 624 1600 4575 425 1600 2554 746 1600 2654 646 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.16 0.25 0.26 0.18 0.43 0.45 0.07 0.14 0.14 0.06 0.13 0.13 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1029
Attachment 8
2066
K-1030
Attachment 8
2067
MITIG8 - 2045 WP PM Peak HoTue Jun 9, 2020 15:59:40 Page 1-1 -------------------------------------------------------------------------------- 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): 0.813
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: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 232 1320 227 176 800 215 64 238 42 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: 232 1320 227 176 800 215 64 238 42 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: 232 1320 227 176 800 215 64 238 42 96 762 168 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 232 1320 227 176 800 215 64 238 42 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: 232 1320 227 176 800 215 64 238 42 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 4296 704 1600 3983 1017 1600 2820 480 1600 2722 578 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.15 0.31 0.32 0.11 0.20 0.21 0.04 0.08 0.09 0.06 0.28 0.29 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1031
Attachment 8
2068
K-1032
Attachment 8
2069
MITIG8 - 2045 WP AM Peak HoFri Aug 21, 2020 18:32:50 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #91 Tustin Ave and Fairhaven Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.056
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 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 125 720 126 249 2148 42 78 297 511 306 338 442 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 125 720 126 249 2148 42 78 297 511 306 338 442 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 125 720 126 249 2148 42 78 297 511 306 338 442 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 125 720 126 249 2148 42 78 297 511 306 338 442 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 125 720 126 249 2148 42 78 297 511 306 338 442 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 125 720 126 249 2148 42 78 297 511 306 338 442 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.55 0.45 2.00 2.94 0.06 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 3200 4285 715 3200 4908 92 1600 1700 1600 1600 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.17 0.18 0.08 0.44 0.46 0.05 0.17 0.32 0.19 0.20 0.28 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1033
Attachment 8
2070
K-1034
Attachment 8
2071
MITIG8 - 2045 WP PM Peak HoFri Aug 21, 2020 18:34:16 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #91 Tustin Ave and Fairhaven Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.641
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 32 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 2 0 2 1 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 258 1377 122 356 940 108 82 185 151 86 191 180 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 258 1377 122 356 940 108 82 185 151 86 191 180 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 258 1377 122 356 940 108 82 185 151 86 191 180 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 258 1377 122 356 940 108 82 185 151 86 191 180 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 258 1377 122 356 940 108 82 185 151 86 191 180 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 258 1377 122 356 940 108 82 185 151 86 191 180 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.76 0.24 2.00 2.69 0.31 1.00 1.10 0.90 1.00 1.03 0.97 Final Sat.: 3200 4609 391 3200 4505 495 1600 1862 1438 1600 1747 1553 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.08 0.30 0.31 0.11 0.21 0.22 0.05 0.10 0.10 0.05 0.11 0.12 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1035
Attachment 8
2072
K-1036
Attachment 8
2073
MITIG8 - 2045 WP AM Peak HoFri Aug 21, 2020 18:34:59 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #92 Tustin Ave and Santa Clara Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.938
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 116 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 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: 102 556 104 135 2756 87 116 293 214 118 244 122 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 102 556 104 135 2756 87 116 293 214 118 244 122 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 102 556 104 135 2756 87 116 293 214 118 244 122 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 102 556 104 135 2756 87 116 293 214 118 244 122 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 102 556 104 135 2756 87 116 293 214 118 244 122 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 102 556 104 135 2756 87 116 293 214 118 244 122 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.53 0.47 2.00 2.91 0.09 1.00 1.16 0.84 1.00 1.33 0.67 Final Sat.: 1600 4244 756 3200 4853 147 1600 1949 1351 1600 2233 1067 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.13 0.14 0.04 0.57 0.59 0.07 0.15 0.16 0.07 0.11 0.11 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1037
Attachment 8
2074
K-1038
Attachment 8
2075
MITIG8 - 2045 WP PM Peak HoFri Aug 21, 2020 18:35:50 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #92 Tustin Ave and Santa Clara Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.681
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 35 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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: 176 852 131 199 1574 109 63 198 116 115 144 136 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 176 852 131 199 1574 109 63 198 116 115 144 136 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 176 852 131 199 1574 109 63 198 116 115 144 136 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 176 852 131 199 1574 109 63 198 116 115 144 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 176 852 131 199 1574 109 63 198 116 115 144 136 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 176 852 131 199 1574 109 63 198 116 115 144 136 ------------|---------------||---------------||---------------||---------------| 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 2118 1182 1600 1746 1554 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.11 0.20 0.20 0.06 0.34 0.35 0.04 0.09 0.10 0.07 0.08 0.09 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1039
Attachment 8
2076
K-1040
Attachment 8
2077
MITIG8 - 2045 WP AM Peak HoTue Jun 9, 2020 16:22:34 Page 1-1 -------------------------------------------------------------------------------- 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): 0.460
Loss Time (sec): 5 Average Delay (sec/veh): 24.4
Optimal Cycle: 23 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Ovl Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 2 0 2 1 0 1 0 3 0 2 2 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 413 109 69 20 497 728 269 163 155 8 223 4
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 413 109 69 20 497 728 269 163 155 8 223 4
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 413 109 69 20 497 728 269 163 155 8 223 4
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 413 109 69 20 497 728 269 163 155 8 223 4
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 413 109 69 20 497 728 269 163 155 8 223 4
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.86 0.86 0.95 0.91 0.75 0.92 0.88 0.88 0.95 0.95 0.95 Lanes: 2.00 2.00 1.00 1.00 3.00 2.00 2.00 1.03 0.97 1.00 1.96 0.04 Final Sat.: 3502 3257 1629 1805 5187 2842 3502 1715 1631 1805 3536 63 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.12 0.03 0.04 0.01 0.10 0.26 0.08 0.10 0.10 0.00 0.06 0.06 Crit Moves: **** **** **** ****
Green/Cycle: 0.26 0.51 0.51 0.13 0.39 0.56 0.17 0.29 0.29 0.01 0.14 0.14 Volume/Cap: 0.46 0.07 0.08 0.08 0.25 0.46 0.46 0.33 0.33 0.33 0.46 0.46 Delay/Veh: 31.7 12.3 12.4 38.1 20.7 13.4 38.2 28.0 28.0 56.5 40.4 40.4 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: 31.7 12.3 12.4 38.1 20.7 13.4 38.2 28.0 28.0 56.5 40.4 40.4 LOS by Move: C B B D C B D C C E D D
HCM2k85thQ: 9 1 2 1 6 12 7 6 6 1 6 6
******************************************************************************** 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-1041
Attachment 8
2078
K-1042
Attachment 8
2079
MITIG8 - 2045 WP PM Peak HoTue Jun 9, 2020 16:21:12 Page 1-1 -------------------------------------------------------------------------------- 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): 0.700
Loss Time (sec): 5 Average Delay (sec/veh): 28.5
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: 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 2 2 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 879 262 51 19 231 889 165 57 33 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 19 231 889 165 57 33 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 19 231 889 165 57 33 23 348 16
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 879 262 51 19 231 889 165 57 33 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 19 231 889 165 57 33 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 0.75 0.92 0.90 0.90 0.95 0.94 0.94 Lanes: 2.00 2.51 0.49 1.00 3.00 2.00 2.00 1.27 0.73 1.00 1.91 0.09 Final Sat.: 3502 4238 825 1805 5187 2842 3502 2161 1251 1805 3427 158 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.25 0.06 0.06 0.01 0.04 0.31 0.05 0.03 0.03 0.01 0.10 0.10 Crit Moves: **** **** **** ****
Green/Cycle: 0.36 0.63 0.63 0.11 0.38 0.45 0.07 0.14 0.14 0.07 0.14 0.14 Volume/Cap: 0.70 0.10 0.10 0.10 0.12 0.70 0.70 0.18 0.18 0.18 0.70 0.70 Delay/Veh: 29.3 7.3 7.3 40.5 20.2 24.1 54.7 37.9 37.9 44.6 44.9 44.9 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: 29.3 7.3 7.3 40.5 20.2 24.1 54.7 37.9 37.9 44.6 44.9 44.9 LOS by Move: C A A D C C D D D D D D
HCM2k85thQ: 19 2 2 1 3 20 6 2 2 1 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-1043
Attachment 8
2080
K-1044
Attachment 8
2081
MITIG8 - 2045 WP AM Peak HoFri Aug 21, 2020 18:36:38 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #98 Red Hill Ave and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.559
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 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 2 0 2 1 0 2 0 3 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 118 716 97 20 949 191 239 407 300 152 543 96
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 118 716 97 20 949 191 239 407 300 152 543 96 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 118 716 97 20 949 191 239 407 300 152 543 96 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 118 716 97 20 949 191 239 407 300 152 543 96 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 118 716 97 20 949 191 239 407 300 152 543 96 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 118 716 97 20 949 191 239 407 300 152 543 96 OvlAdjVol: 90
------------|---------------||---------------||---------------||---------------| 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 2.00 2.00 1.00 2.00 3.40 0.60 Final Sat.: 3200 5936 764 3200 4196 804 3200 3400 1600 3200 5738 962 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.12 0.13 0.01 0.23 0.24 0.07 0.12 0.19 0.05 0.09 0.10 OvlAdjV/S: 0.09
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1045
Attachment 8
2082
K-1046
Attachment 8
2083
MITIG8 - 2045 WP PM Peak HoFri Aug 21, 2020 18:37:15 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #98 Red Hill Ave and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.804
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 53 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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 2 0 2 1 0 2 0 3 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 343 1175 135 89 341 432 324 880 137 78 1643 216 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 343 1175 135 89 341 432 324 880 137 78 1643 216 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 343 1175 135 89 341 432 324 880 137 78 1643 216 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 343 1175 135 89 341 432 324 880 137 78 1643 216 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 343 1175 135 89 341 432 324 880 137 78 1643 216 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 343 1175 135 89 341 432 324 880 137 78 1643 216 OvlAdjVol: 195
------------|---------------||---------------||---------------||---------------| 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: 2.00 3.59 0.41 2.00 2.00 1.00 2.00 2.60 0.40 2.00 3.54 0.46 Final Sat.: 3200 6040 660 3200 3400 1600 3200 4353 647 3200 5956 744 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.11 0.19 0.20 0.03 0.10 0.27 0.10 0.20 0.21 0.02 0.28 0.29 OvlAdjV/S: 0.26
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1047
Attachment 8
2084
K-1048
Attachment 8
2085
MITIG8 - 2045 WP AM Peak HoTue Aug 4, 2020 12:08:30 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #100 Red Hill Ave and Alton Pkwy
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.684
Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 36 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include 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 0 4 0 1 1 0 3 0 1 2 0 2 1 1 2 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 235 693 434 233 1059 170 185 574 574 335 284 159 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 235 693 434 233 1059 170 185 574 574 335 284 159 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 235 693 434 233 1059 170 185 574 574 335 284 159 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: 235 693 434 233 1059 170 185 574 0 335 284 159 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 235 693 434 233 1059 170 185 574 0 335 284 159 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: 235 693 434 233 1059 170 185 574 0 335 284 159 ------------|---------------||---------------||---------------||---------------| 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 4.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 2.00 1.28 0.72 Final Sat.: 1600 6800 1600 1600 5100 1600 3200 5100 1600 3200 2151 1149 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.15 0.10 0.27 0.15 0.21 0.11 0.06 0.11 0.00 0.10 0.13 0.14 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1049
Attachment 8
2086
K-1050
Attachment 8
2087
MITIG8 - 2045 WP PM Peak HoTue Aug 4, 2020 12:10:27 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #100 Red Hill Ave and Alton Pkwy
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.278
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 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 0 4 0 1 1 0 3 0 1 2 0 2 1 1 2 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 27 1513 219 148 628 5 453 1111 569 2003 342 1235 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 27 1513 219 148 628 5 453 1111 569 2003 342 1235 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 27 1513 219 148 628 5 453 1111 569 2003 342 1235 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: 27 1513 219 148 628 5 453 1111 0 2003 342 1235 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 27 1513 219 148 628 5 453 1111 0 2003 342 1235 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: 27 1513 219 148 628 5 453 1111 0 2003 342 1235 ------------|---------------||---------------||---------------||---------------| 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 4.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 2.00 1.00 1.00 Final Sat.: 1600 6800 1600 1600 5100 1600 3200 5100 1600 3200 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.02 0.22 0.14 0.09 0.12 0.00 0.14 0.22 0.00 0.63 0.20 0.77 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1051
Attachment 8
2088
K-1052
Attachment 8
2089
MITIG8 - 2045 WP AM Peak HoTue Jun 9, 2020 18:03:28 Page 1-1 -------------------------------------------------------------------------------- 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): 0.930
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 3 1 1
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 375 497 298 98 960 420 247 928 310 917 1506 47 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 375 497 298 98 960 420 247 928 310 917 1506 47 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 375 497 298 98 960 420 247 928 310 917 1506 47 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 375 497 298 98 960 420 247 928 310 917 1506 47 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 375 497 298 98 960 420 247 928 310 917 1506 47 OvlAdjVol: 173
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 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 2101 1199 3200 3400 3200 3200 5100 1600 3200 6800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.12 0.24 0.25 0.03 0.28 0.13 0.08 0.18 0.19 0.29 0.22 0.03 OvlAdjV/S: 0.05
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1053
Attachment 8
2090
K-1054
Attachment 8
2091
MITIG8 - 2045 WP PM Peak HoTue Jun 9, 2020 18:02:58 Page 1-1 -------------------------------------------------------------------------------- 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): 1.241
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 3 1 1
------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 362 2082 454 80 407 280 785 1435 201 254 805 274 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 362 2082 454 80 407 280 785 1435 201 254 805 274 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 362 2082 454 80 407 280 785 1435 201 254 805 274 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 362 2082 454 80 407 280 785 1435 201 254 805 274 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 362 2082 454 80 407 280 785 1435 201 254 805 274 OvlAdjVol: 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module: