Attachment 8 City of Santa Ana General Plan Update Appendix K Transportation Impact Study for the Fairhaven Avenue reclassification — Orange City Council, March 10, 2026 (part 2 of 7)

APPENDIX D

ANALYSIS WORKSHEETS

K-227
Attachment 8
APPENDIX D.1
ANALYSIS WORKSHEETS –
2020 NP (AM Peak Hour)

K-228
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:45:30 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Scenario Report
Scenario: 2020 NP AM Peak Hour
Command: Default Command
Volume: 2020 NP AM
Geometry: NP
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-229
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:21 Page 2-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Impact Analysis Report
Level Of Service
Intersection Base Future Change Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 1 Euclid St and 1st St D xxxxx 0.849 D xxxxx 0.849 + 0.000 V/C # 2 Euclid St and McFadden Ave E xxxxx 0.909 E xxxxx 0.909 + 0.000 V/C # 3 Euclid St and Edinger Ave D xxxxx 0.861 D xxxxx 0.861 + 0.000 V/C # 4 Newhope St and Hazard Ave C xxxxx 0.709 C xxxxx 0.709 + 0.000 V/C # 5 Newhope St and McFadden Ave D xxxxx 0.828 D xxxxx 0.828 + 0.000 V/C # 6 Harbor Blvd and SR-22 WB Off-R C 27.4 0.695 C 27.4 0.695 + 0.000 D/V # 7 Trask Avenue and SR-22 EB On-R B 11.5 0.457 B 11.5 0.457 + 0.000 D/V # 8 Harbor Blvd and Westminster Av D xxxxx 0.820 D xxxxx 0.820 + 0.000 V/C # 9 Harbor Blvd and 1st St D xxxxx 0.807 D xxxxx 0.807 + 0.000 V/C # 10 Harbor Blvd and McFadden Ave C xxxxx 0.791 C xxxxx 0.791 + 0.000 V/C # 11 Harbor Blvd and Edinger Ave C xxxxx 0.766 C xxxxx 0.766 + 0.000 V/C # 12 Harbor Blvd and Warner Ave D xxxxx 0.808 D xxxxx 0.808 + 0.000 V/C # 13 Harbor Blvd and Segerstrom Ave E xxxxx 0.978 E xxxxx 0.978 + 0.000 V/C # 14 MacArthur Blvd and Hyland Ave B xxxxx 0.608 B xxxxx 0.608 + 0.000 V/C # 15 MacArthur Blvd and Harbor Blvd C xxxxx 0.754 C xxxxx 0.754 + 0.000 V/C # 16 Harbor Blvd and Sunflower Ave C xxxxx 0.702 C xxxxx 0.702 + 0.000 V/C # 17 Harbor Blvd and I-405 WB Off-R B 19.7 0.695 B 19.7 0.695 + 0.000 D/V # 18 Harbor Blvd and I-405 EB Off-R B 13.2 0.524 B 13.2 0.524 + 0.000 D/V # 19 Fairview St and Civic Center D B xxxxx 0.667 B xxxxx 0.667 + 0.000 V/C # 20 Fairview St and 1st St D xxxxx 0.872 D xxxxx 0.872 + 0.000 V/C # 21 Fairview St and McFadden Ave C xxxxx 0.786 C xxxxx 0.786 + 0.000 V/C # 22 Fairview St and Edinger Ave C xxxxx 0.753 C xxxxx 0.753 + 0.000 V/C # 23 Fairview St and Warner Ave D xxxxx 0.850 D xxxxx 0.850 + 0.000 V/C # 24 Fairview St and MacArthur Blvd C xxxxx 0.704 C xxxxx 0.704 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-230
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:22 Page 2-2 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 25 Fairview Rd and Sunflower Ave C xxxxx 0.705 C xxxxx 0.705 + 0.000 V/C # 26 Greenville St and Edinger Ave A xxxxx 0.563 A xxxxx 0.563 + 0.000 V/C # 27 Greenville St and Segerstrom A C xxxxx 0.727 C xxxxx 0.727 + 0.000 V/C # 28 Raitt St and McFadden Ave C xxxxx 0.715 C xxxxx 0.715 + 0.000 V/C # 29 Raitt St and Edinger Ave D xxxxx 0.851 D xxxxx 0.851 + 0.000 V/C # 30 Bear St and MacArthur Blvd C xxxxx 0.737 C xxxxx 0.737 + 0.000 V/C # 31 Bristol St and 17th St C xxxxx 0.725 C xxxxx 0.725 + 0.000 V/C # 32 Bristol St and Civic Center Dr D xxxxx 0.827 D xxxxx 0.827 + 0.000 V/C # 33 Bristol St and Santa Ana Blvd B xxxxx 0.669 B xxxxx 0.669 + 0.000 V/C # 34 Bristol St and 1st St C xxxxx 0.745 C xxxxx 0.745 + 0.000 V/C # 35 Bristol St and McFadden Ave C xxxxx 0.749 C xxxxx 0.749 + 0.000 V/C # 36 Bristol St and Warner Ave C xxxxx 0.767 C xxxxx 0.767 + 0.000 V/C # 37 Bristol St and Segerstrom Ave C xxxxx 0.794 C xxxxx 0.794 + 0.000 V/C # 38 Bristol St and Alton Ave A xxxxx 0.556 A xxxxx 0.556 + 0.000 V/C # 39 Bristol St and MacArthur Blvd C xxxxx 0.738 C xxxxx 0.738 + 0.000 V/C # 40 Bristol St and Sunflower Ave B xxxxx 0.635 B xxxxx 0.635 + 0.000 V/C # 41 Bristol St and I-405 WB Ramps B 19.1 0.500 B 19.1 0.500 + 0.000 D/V # 42 Bristol St and I-405 EB Ramps C 22.3 0.607 C 22.3 0.607 + 0.000 D/V # 43 Flower St and Santa Ana Blvd A xxxxx 0.596 A xxxxx 0.596 + 0.000 V/C # 44 Flower St and 1st St C xxxxx 0.795 C xxxxx 0.795 + 0.000 V/C # 45 Flower St and McFadden Ave D xxxxx 0.819 D xxxxx 0.819 + 0.000 V/C # 46 Flower St and Segerstrom Ave C xxxxx 0.769 C xxxxx 0.769 + 0.000 V/C # 47 Flower St and MacArthur Blvd B xxxxx 0.698 B xxxxx 0.698 + 0.000 V/C # 48 Main St and La Veta Ave A xxxxx 0.574 A xxxxx 0.574 + 0.000 V/C # 49 Main St and Mainplace Dr / Mem A xxxxx 0.485 A xxxxx 0.485 + 0.000 V/C # 50 Main St and 17th St D xxxxx 0.821 D xxxxx 0.821 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-231
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:23 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 C xxxxx 0.755 C xxxxx 0.755 + 0.000 V/C # 52 Main St and Santa Ana Blvd B xxxxx 0.667 B xxxxx 0.667 + 0.000 V/C # 53 Main St and 4th St A xxxxx 0.490 A xxxxx 0.490 + 0.000 V/C # 54 Main St and 1st St C xxxxx 0.758 C xxxxx 0.758 + 0.000 V/C # 55 Main St and McFadden Ave E xxxxx 0.902 E xxxxx 0.902 + 0.000 V/C # 56 Main St and Edinger Ave D xxxxx 0.826 D xxxxx 0.826 + 0.000 V/C # 57 Main St and MacArthur Blvd C xxxxx 0.735 C xxxxx 0.735 + 0.000 V/C # 58 Penn Wy and 17th St B 11.2 0.602 B 11.2 0.602 + 0.000 D/V # 59 I-5 NB Off Ramps/17th Street C 31.2 0.740 C 31.2 0.740 + 0.000 D/V # 60 Penn Wy and I-5 SB Ramps B 19.0 0.436 B 19.0 0.436 + 0.000 D/V # 61 Santiago St and Civic Center D C 16.9 0.723 C 16.9 0.723 + 0.000 V/C # 62 Santiago St and Santa Ana Blvd A xxxxx 0.553 A xxxxx 0.553 + 0.000 V/C # 64 Standard Ave and 1st St D xxxxx 0.803 D xxxxx 0.803 + 0.000 V/C # 65 Standard Ave and Mcfadden Ave B xxxxx 0.609 B xxxxx 0.609 + 0.000 V/C # 66 Halladay St and Warner Ave B xxxxx 0.659 B xxxxx 0.659 + 0.000 V/C # 67 Halladay St and Dyer Rd A xxxxx 0.567 A xxxxx 0.567 + 0.000 V/C # 68 SR-55 SB Ramps and MacArthur B B 19.8 0.615 B 19.8 0.615 + 0.000 D/V # 69 SR-55 NB Ramps and MacArthur B B 19.2 0.742 B 19.2 0.742 + 0.000 D/V # 70 SR-55 SB Ramps and Dyer Rd C 23.7 0.552 C 23.7 0.552 + 0.000 D/V # 71 Glassell St and La Veta Ave B xxxxx 0.603 B xxxxx 0.603 + 0.000 V/C # 72 Glassell St and SR-22 WB Ramps C 28.5 0.741 C 28.5 0.741 + 0.000 D/V # 73 Grand Ave / Glassell St and SR C 27.0 0.760 C 27.0 0.760 + 0.000 D/V # 74 Grand Ave and Fairhaven Ave B xxxxx 0.680 B xxxxx 0.680 + 0.000 V/C # 75 Grand Ave and Santa Clara Ave D xxxxx 0.885 D xxxxx 0.885 + 0.000 V/C # 76 Grand Ave and 17th St C xxxxx 0.797 C xxxxx 0.797 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-232
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:23 Page 2-4 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 77 Grand Ave and I-5 NB Ramps B 12.9 0.516 B 12.9 0.516 + 0.000 D/V # 78 Grand Ave and Santa Ana Blvd C 23.8 0.662 C 23.8 0.662 + 0.000 D/V # 79 Grand Ave and 1st St D xxxxx 0.803 D xxxxx 0.803 + 0.000 V/C # 80 Grand Ave and Chestnut Ave C xxxxx 0.705 C xxxxx 0.705 + 0.000 V/C # 81 Grand Ave and McFadden Ave D xxxxx 0.829 D xxxxx 0.829 + 0.000 V/C # 82 Grand Ave and Edinger Ave C xxxxx 0.763 C xxxxx 0.763 + 0.000 V/C # 83 Grand Ave and Warner Ave A xxxxx 0.528 A xxxxx 0.528 + 0.000 V/C # 84 SR-55 NB Ramps and Dyer Rd B 16.3 0.530 B 16.3 0.530 + 0.000 D/V # 85 Cambridge St and La Veta Ave C 17.3 0.799 C 17.3 0.799 + 0.000 V/C # 86 Cambridge St and Fairhaven Ave A xxxxx 0.559 A xxxxx 0.559 + 0.000 V/C # 87 Mabury St and 1st Street C 28.3 0.691 C 28.3 0.691 + 0.000 D/V # 88 Tustin St and La Veta Ave A xxxxx 0.521 A xxxxx 0.521 + 0.000 V/C # 89 Tustin St and SR-22 WB On-Ramp B 12.9 0.734 B 12.9 0.734 + 0.000 D/V # 90 Tustin St and SR-22 EB Off-Ram C 24.2 0.731 C 24.2 0.731 + 0.000 D/V # 91 Tustin Ave and Fairhaven Ave E xxxxx 0.977 E xxxxx 0.977 + 0.000 V/C # 92 Tustin Ave and Santa Clara Ave D xxxxx 0.866 D xxxxx 0.866 + 0.000 V/C # 93 Tustin Ave and 17th St C xxxxx 0.748 C xxxxx 0.748 + 0.000 V/C # 94 Tustin Ave and 4th St C xxxxx 0.701 C xxxxx 0.701 + 0.000 V/C # 95 SR-55 SB Ramps / Auto Mall Dr C 24.4 0.558 C 24.4 0.558 + 0.000 D/V # 96 SR-55 NB Ramps / Del Amo Ave a C 24.0 0.463 C 24.0 0.463 + 0.000 D/V # 97 Red Hill Ave and Edinger Ave A xxxxx 0.569 A xxxxx 0.569 + 0.000 V/C # 98 Red Hill Ave and Warner Ave A xxxxx 0.485 A xxxxx 0.485 + 0.000 V/C # 99 Red Hill Ave and Dyer Rd / bar A xxxxx 0.575 A xxxxx 0.575 + 0.000 V/C #100 Red Hill Ave and Alton Pkwy A xxxxx 0.524 A xxxxx 0.524 + 0.000 V/C #101 Red Hill Ave and MacArthur Blv B xxxxx 0.664 B xxxxx 0.664 + 0.000 V/C #102 Red Hill Ave and Main St B xxxxx 0.670 B xxxxx 0.670 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-233
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:24 Page 2-5 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
#103 I-5 SB Ramps and Santa Ana Blv B 17.4 0.514 B 17.4 0.514 + 0.000 D/V #104 Tustin Ranch Rd and Warner Ave A xxxxx 0.475 A xxxxx 0.475 + 0.000 V/C #105 Von Karman Ave and Barranca Pk C xxxxx 0.762 C xxxxx 0.762 + 0.000 V/C #106 Red Hill Avenue and El Camino C xxxxx 0.706 C xxxxx 0.706 + 0.000 V/C #107 Red Hill Avenue and I-5 NB Ram C 20.3 0.670 C 20.3 0.670 + 0.000 D/V #108 Red Hill Avenue and I-5 SB Ram C 22.0 0.784 C 22.0 0.784 + 0.000 D/V #109 Red Hill Avenue and Nisson Roa B xxxxx 0.653 B xxxxx 0.653 + 0.000 V/C #110 Red Hill Avenue and Walnut Ave B xxxxx 0.684 B xxxxx 0.684 + 0.000 V/C #111 Red Hill Avenue and Valencia A A xxxxx 0.544 A xxxxx 0.544 + 0.000 V/C #112 Tustin Ranch Road and Warner A A xxxxx 0.426 A xxxxx 0.426 + 0.000 V/C #113 Tustin Ranch Road and Walnut A F xxxxx 1.193 F xxxxx 1.193 + 0.000 V/C #114 SR-55 SB Ramps and Irvine Boul C 23.2 0.970 C 23.2 0.970 + 0.000 D/V #115 SR-55 NB Ramps and Irvine Boul B 19.8 0.797 B 19.8 0.797 + 0.000 D/V Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-234
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:25 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): 0.849 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 65 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include 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: 124 1044 179 207 1844 104 218 811 153 184 586 188 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: 124 1044 179 207 1844 104 218 811 153 184 586 188 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: 124 1044 179 207 1844 104 218 811 153 184 586 188 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 124 1044 179 207 1844 104 218 811 153 184 586 188 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: 124 1044 179 207 1844 104 218 811 153 184 586 188 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 1.00 2.56 0.44 1.00 2.84 0.16 1.00 2.52 0.48 1.00 2.27 0.73 Final Sat.: 1600 4297 703 1600 4744 256 1600 4238 762 1600 3834 1166 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.24 0.25 0.13 0.39 0.41 0.14 0.19 0.20 0.12 0.15 0.16 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-235
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:26 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): 0.909 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 92 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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: 145 1100 131 137 1906 158 227 463 287 166 368 140 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 145 1100 131 137 1906 158 227 463 287 166 368 140 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 145 1100 131 137 1906 158 227 463 287 166 368 140 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 145 1100 131 137 1906 158 227 463 287 166 368 140 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 145 1100 131 137 1906 158 227 463 287 166 368 140 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.04 1.00 Lanes: 1.00 2.68 0.32 1.00 2.77 0.23 1.00 1.23 0.77 1.00 1.45 0.55 Final Sat.: 1600 4489 511 1600 4633 367 1600 2075 1225 1600 2418 882 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.25 0.26 0.09 0.41 0.43 0.14 0.22 0.23 0.10 0.15 0.16 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-236
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:28 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): 0.861 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 69 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 2 1 0 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 134 845 72 127 1842 169 172 753 460 100 609 111 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: 134 845 72 127 1842 169 172 753 460 100 609 111 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: 134 845 72 127 1842 169 172 753 460 100 609 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 134 845 72 127 1842 169 172 753 460 100 609 111 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: 134 845 72 127 1842 169 172 753 460 100 609 111 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.76 0.24 2.00 2.75 0.25 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3200 4623 377 3200 4597 403 1600 3400 1600 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.18 0.19 0.04 0.40 0.42 0.11 0.22 0.29 0.06 0.18 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-237
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:30 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): 0.709 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: Prot+Permit Prot+Permit Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 98 738 105 91 1341 123 78 199 147 51 170 68 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 98 738 105 91 1341 123 78 199 147 51 170 68 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 98 738 105 91 1341 123 78 199 147 51 170 68 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 98 738 105 91 1341 123 78 199 147 51 170 68 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 98 738 105 91 1341 123 78 199 147 51 170 68 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.03 1.00 1.00 1.05 1.00 1.00 1.04 1.00 Lanes: 1.00 1.75 0.25 1.00 1.83 0.17 1.00 1.15 0.85 1.00 1.43 0.57 Final Sat.: 1600 2901 399 1600 3031 269 1600 1940 1360 1600 2386 914 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.25 0.26 0.06 0.44 0.46 0.05 0.10 0.11 0.03 0.07 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-238
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:31 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): 0.828 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 59 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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: 110 491 173 119 1183 110 135 492 160 176 449 100 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 110 491 173 119 1183 110 135 492 160 176 449 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 110 491 173 119 1183 110 135 492 160 176 449 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 110 491 173 119 1183 110 135 492 160 176 449 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 110 491 173 119 1183 110 135 492 160 176 449 100 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.03 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 1.48 0.52 1.00 1.83 0.17 1.00 1.51 0.49 1.00 1.64 0.36 Final Sat.: 1600 2466 834 1600 3028 272 1600 2515 785 1600 2717 583 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.20 0.21 0.07 0.39 0.40 0.08 0.20 0.20 0.11 0.17 0.17 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-239
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:32 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): 0.695 Loss Time (sec): 5 Average Delay (sec/veh): 27.4 Optimal Cycle: 38 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 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: 70 1274 0 0 1354 18 74 0 121 836 44 117 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 70 1274 0 0 1354 18 74 0 121 836 44 117 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 70 1274 0 0 1354 18 74 0 121 836 44 117 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 70 1274 0 0 1354 18 74 0 121 836 44 117 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 70 1274 0 0 1354 18 74 0 121 836 44 117 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 1.00 1.00 0.91 0.91 0.90 1.00 0.90 0.96 0.96 0.85 Lanes: 1.00 3.00 0.00 0.00 2.96 0.04 0.38 0.00 0.62 1.90 0.10 1.00 Final Sat.: 1805 5187 0 0 5109 68 648 0 1059 3448 181 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.25 0.00 0.00 0.27 0.27 0.11 0.00 0.11 0.24 0.24 0.07 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.44 0.00 0.00 0.38 0.38 0.16 0.00 0.16 0.35 0.35 0.35 Volume/Cap: 0.70 0.56 0.00 0.00 0.70 0.70 0.70 0.00 0.70 0.70 0.70 0.21 Delay/Veh: 65.4 21.3 0.0 0.0 27.2 27.2 46.8 0.0 46.8 29.7 29.7 23.0 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: 65.4 21.3 0.0 0.0 27.2 27.2 46.8 0.0 46.8 29.7 29.7 23.0 LOS by Move: E C A A C C D A D C C C HCM2k85thQ: 6 16 0 0 21 21 11 0 11 19 19 4 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-240
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:33 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): 0.457 Loss Time (sec): 5 Average Delay (sec/veh): 11.5 Optimal Cycle: 23 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 0 651 815 0 0 738 138 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: 0 0 0 0 0 0 651 815 0 0 738 138 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: 0 0 0 0 0 0 651 815 0 0 738 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 651 815 0 0 738 138 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: 0 0 0 0 0 0 651 815 0 0 738 138 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.92 1.00 1.00 1.00 0.93 0.93 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1.00 0.00 0.00 1.68 0.32 Final Sat.: 0 0 0 0 0 0 3502 1900 0 0 2968 555 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.43 0.00 0.00 0.25 0.25 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.41 0.95 0.00 0.00 0.54 0.54 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.46 0.45 0.00 0.00 0.46 0.46 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 21.9 0.4 0.0 0.0 14.0 14.0 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 0.0 0.0 0.0 21.9 0.4 0.0 0.0 14.0 14.0 LOS by Move: A A A A A A C A A A B B HCM2k85thQ: 0 0 0 0 0 0 12 4 0 0 13 13 ******************************************************************************** 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-241
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:33 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): 0.820 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 56 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 178 1173 251 212 1663 95 176 927 33 212 574 156 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 178 1173 251 212 1663 95 176 927 33 212 574 156 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 178 1173 251 212 1663 95 176 927 33 212 574 156 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 178 1173 251 212 1663 95 176 927 33 212 574 156 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 178 1173 251 212 1663 95 176 927 33 212 574 156 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.11 0.23 0.16 0.13 0.33 0.06 0.11 0.19 0.20 0.13 0.11 0.10 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-242
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:34 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): 0.807 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 3 0 1 1 0 3 0 1 2 0 2 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 117 935 202 227 1914 124 140 932 181 245 621 145 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 117 935 202 227 1914 124 140 932 181 245 621 145 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 117 935 202 227 1914 124 140 932 181 245 621 145 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 117 935 202 227 1914 124 140 932 181 245 621 145 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 117 935 202 227 1914 124 140 932 181 245 621 145 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 2.51 0.49 2.00 2.43 0.57 Final Sat.: 1600 5100 1600 1600 5100 1600 3200 4219 781 3200 4091 909 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.18 0.13 0.14 0.38 0.08 0.04 0.22 0.23 0.08 0.15 0.16 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-243
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:35 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): 0.791 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: 2 0 3 0 1 2 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 104 1059 101 182 1919 64 167 435 130 190 430 123 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 104 1059 101 182 1919 64 167 435 130 190 430 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 104 1059 101 182 1919 64 167 435 130 190 430 123 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 104 1059 101 182 1919 64 167 435 130 190 430 123 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 104 1059 101 182 1919 64 167 435 130 190 430 123 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.03 0.21 0.06 0.06 0.40 0.41 0.10 0.17 0.18 0.12 0.17 0.17 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-244
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:36 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): 0.766 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: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 103 772 146 183 2105 61 107 644 323 221 491 204 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 103 772 146 183 2105 61 107 644 323 221 491 204 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 772 146 183 2105 61 107 644 323 221 491 204 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 103 772 146 183 2105 61 107 644 323 221 491 204 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 103 772 146 183 2105 61 107 644 323 221 491 204 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.03 0.15 0.09 0.06 0.41 0.04 0.03 0.19 0.20 0.07 0.10 0.13 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-245
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:37 Page 14-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Harbor Blvd and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.808 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 54 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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: 115 701 178 457 2059 123 97 1385 364 151 792 134 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: 115 701 178 457 2059 123 97 1385 364 151 792 134 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: 115 701 178 457 2059 123 97 1385 364 151 792 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 115 701 178 457 2059 123 97 1385 364 151 792 134 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: 115 701 178 457 2059 123 97 1385 364 151 792 134 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.39 0.61 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 4028 972 3200 5100 1600 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.17 0.18 0.14 0.40 0.08 0.03 0.27 0.23 0.05 0.16 0.08 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-246
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:38 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): 0.978 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 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: 111 791 50 171 2299 86 88 737 297 117 362 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: 111 791 50 171 2299 86 88 737 297 117 362 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: 111 791 50 171 2299 86 88 737 297 117 362 82 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 111 791 50 171 2299 86 88 737 297 117 362 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: 111 791 50 171 2299 86 88 737 297 117 362 82 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 2.00 2.82 0.18 1.00 2.89 0.11 1.00 1.43 0.57 1.00 2.00 1.00 Final Sat.: 3200 4715 285 1600 4827 173 1600 2381 919 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.17 0.18 0.11 0.48 0.50 0.06 0.31 0.32 0.07 0.11 0.05 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-247
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:39 Page 16-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #14 MacArthur Blvd and Hyland Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.608 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 29 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: 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: 69 3 19 8 2 19 7 1953 775 64 490 20 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 69 3 19 8 2 19 7 1953 775 64 490 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 69 3 19 8 2 19 7 1953 775 64 490 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 69 3 19 8 2 19 7 1953 775 64 490 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 69 3 19 8 2 19 7 1953 775 64 490 20 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 0.14 0.86 1.00 1.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3200 218 1382 1600 1700 1600 1600 5100 1600 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.01 0.01 0.01 0.00 0.01 0.00 0.38 0.48 0.04 0.10 0.01 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-248
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:40 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): 0.754 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 3 0 1 2 0 3 0 1 1 0 3 0 1 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 128 898 92 316 1820 126 126 1141 344 133 443 132 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 128 898 92 316 1820 126 126 1141 344 133 443 132 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 128 898 92 316 1820 126 126 1141 344 133 443 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 128 898 92 316 1820 126 126 1141 344 133 443 132 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 128 898 92 316 1820 126 126 1141 344 133 443 132 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.04 0.18 0.06 0.10 0.36 0.08 0.08 0.22 0.22 0.08 0.09 0.08 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-249
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:41 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): 0.702 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 37 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 1 1 0 1 1 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 217 1107 205 246 2324 57 9 109 42 130 166 94 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 217 1107 205 246 2324 57 9 109 42 130 166 94 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 217 1107 205 246 2324 57 9 109 42 130 166 94 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 217 1107 205 246 2324 57 9 109 42 130 166 94 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 217 1107 205 246 2324 57 9 109 42 130 166 94 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 1.44 0.56 1.00 1.28 0.72 Final Sat.: 3200 5100 1600 3200 5100 1600 1600 2410 890 1603 2044 1152 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.22 0.13 0.08 0.46 0.04 0.01 0.05 0.05 0.08 0.08 0.08 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-250
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:42 Page 19-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #17 Harbor Blvd and I-405 WB Off-Ramp
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.695 Loss Time (sec): 5 Average Delay (sec/veh): 19.7 Optimal Cycle: 38 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 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 1567 0 0 2327 0 0 0 0 508 0 894 Growth Adj: 1.00 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 1567 0 0 2327 0 0 0 0 508 0 894 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 1567 0 0 2327 0 0 0 0 508 0 894 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1567 0 0 2327 0 0 0 0 508 0 894 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1567 0 0 2327 0 0 0 0 508 0 894 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.00 0.23 0.00 0.00 0.34 0.00 0.00 0.00 0.00 0.22 0.00 0.32 Crit Moves: **** **** **** Green/Cycle: 0.00 0.48 0.00 0.00 0.48 0.00 0.00 0.00 0.00 0.47 0.00 0.47 Volume/Cap: 0.00 0.47 0.00 0.00 0.69 0.00 0.00 0.00 0.00 0.47 0.00 0.69 Delay/Veh: 0.0 17.3 0.0 0.0 20.7 0.0 0.0 0.0 0.0 18.4 0.0 22.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 17.3 0.0 0.0 20.7 0.0 0.0 0.0 0.0 18.4 0.0 22.2 LOS by Move: A B A A C A A A A B A C HCM2k85thQ: 0 13 0 0 24 0 0 0 0 12 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-251
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:43 Page 20-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #18 Harbor Blvd and I-405 EB Off-Ramp
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.524 Loss Time (sec): 5 Average Delay (sec/veh): 13.2 Optimal Cycle: 26 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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 1729 0 0 1504 0 385 0 429 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 1729 0 0 1504 0 385 0 429 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 1729 0 0 1504 0 385 0 429 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1729 0 0 1504 0 385 0 429 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 1729 0 0 1504 0 385 0 429 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.91 1.00 0.90 1.00 0.90 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 0.00 4.00 0.00 1.47 0.00 1.53 0.00 0.00 0.00 Final Sat.: 0 5187 1900 0 6916 0 2518 0 2611 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.33 0.00 0.00 0.22 0.00 0.15 0.00 0.16 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.64 0.00 0.00 0.64 0.00 0.31 0.00 0.31 0.00 0.00 0.00 Volume/Cap: 0.00 0.52 0.00 0.00 0.34 0.00 0.49 0.00 0.52 0.00 0.00 0.00 Delay/Veh: 0.0 10.1 0.0 0.0 8.5 0.0 28.0 0.0 28.5 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 10.1 0.0 0.0 8.5 0.0 28.0 0.0 28.5 0.0 0.0 0.0 LOS by Move: A B A A A A C A C A A A HCM2k85thQ: 0 16 0 0 9 0 10 0 11 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-252
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:44 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): 0.667 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 34 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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 1278 414 243 1402 6 6 23 23 300 9 155 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: 6 1278 414 243 1402 6 6 23 23 300 9 155 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 1278 414 243 1402 6 6 23 23 300 9 155 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 6 1278 414 243 1402 6 6 23 23 300 9 155 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 6 1278 414 243 1402 6 6 23 23 300 9 155 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.27 0.73 1.00 2.99 0.01 0.23 0.89 0.88 1.94 0.06 1.00 Final Sat.: 1600 3826 1174 1600 4980 20 369 1415 1415 3107 93 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.33 0.35 0.15 0.28 0.29 0.02 0.02 0.02 0.10 0.10 0.10 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-253
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:45 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): 0.872 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 73 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include WideBypass Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 157 1206 227 241 1401 161 214 1233 191 163 732 245 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 157 1206 227 241 1401 161 214 1233 191 163 732 245 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 157 1206 227 241 1401 161 214 1233 191 163 732 245 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 157 1206 227 241 1401 161 214 1233 191 163 732 245 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 157 1206 227 241 1401 161 214 1233 191 163 732 245 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 1.00 3.00 1.00 1.00 2.69 0.31 1.00 2.60 0.40 1.00 2.25 0.75 Final Sat.: 1600 5100 1600 1600 4505 495 1600 4356 644 1600 3796 1204 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.24 0.14 0.15 0.31 0.33 0.13 0.28 0.30 0.10 0.19 0.20 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-254
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:46 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): 0.786 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 3 0 1 1 0 3 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 121 1294 173 142 1727 125 221 522 120 194 500 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: 121 1294 173 142 1727 125 221 522 120 194 500 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: 121 1294 173 142 1727 125 221 522 120 194 500 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 121 1294 173 142 1727 125 221 522 120 194 500 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: 121 1294 173 142 1727 125 221 522 120 194 500 40 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.03 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.63 0.37 1.00 1.85 0.15 Final Sat.: 1600 5100 1600 1600 5100 1600 1600 2702 598 1600 3063 237 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.25 0.11 0.09 0.34 0.08 0.14 0.19 0.20 0.12 0.16 0.17 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-255
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:47 Page 24-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #22 Fairview St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.753 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: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 188 831 116 215 1503 127 237 657 176 421 553 110 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 188 831 116 215 1503 127 237 657 176 421 553 110 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 188 831 116 215 1503 127 237 657 176 421 553 110 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 188 831 116 215 1503 127 237 657 176 421 553 110 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 188 831 116 215 1503 127 237 657 176 421 553 110 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 2.00 2.63 0.37 2.00 2.77 0.23 2.00 2.37 0.63 2.00 2.50 0.50 Final Sat.: 3200 4412 588 3200 4626 374 3200 3986 1014 3200 4204 796 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.19 0.20 0.07 0.32 0.34 0.07 0.16 0.17 0.13 0.13 0.14 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-256
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:48 Page 25-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #23 Fairview St and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.850 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 65 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 215 952 125 205 1628 119 69 1010 301 307 926 300 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: 215 952 125 205 1628 119 69 1010 301 307 926 300 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: 215 952 125 205 1628 119 69 1010 301 307 926 300 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 215 952 125 205 1628 119 69 1010 301 307 926 300 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: 215 952 125 205 1628 119 69 1010 301 307 926 300 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 2.00 2.65 0.35 2.00 2.80 0.20 2.00 2.31 0.69 2.00 2.27 0.73 Final Sat.: 3200 4443 557 3200 4673 327 3200 3898 1102 3200 3825 1175 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.21 0.22 0.06 0.35 0.36 0.02 0.26 0.27 0.10 0.24 0.26 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-257
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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): 0.704 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 38 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 248 771 89 307 1546 173 125 1019 150 235 494 140 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 248 771 89 307 1546 173 125 1019 150 235 494 140 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 248 771 89 307 1546 173 125 1019 150 235 494 140 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 248 771 89 307 1546 173 125 1019 150 235 494 140 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 248 771 89 307 1546 173 125 1019 150 235 494 140 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.69 0.31 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 4503 497 3200 5100 1600 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.17 0.18 0.10 0.30 0.11 0.04 0.20 0.09 0.07 0.10 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-258
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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): 0.705 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 38 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 1 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 185 1071 163 204 1738 111 49 322 65 306 256 132 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 185 1071 163 204 1738 111 49 322 65 306 256 132 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 185 1071 163 204 1738 111 49 322 65 306 256 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 185 1071 163 204 1738 111 49 322 65 306 256 132 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 185 1071 163 204 1738 111 49 322 65 306 256 132 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.06 0.21 0.10 0.06 0.37 0.39 0.02 0.12 0.12 0.10 0.08 0.08 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-259
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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): 0.563 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 27 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 2 1 0 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 186 0 251 0 0 0 0 960 234 172 915 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 186 0 251 0 0 0 0 960 234 172 915 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 186 0 251 0 0 0 0 960 234 172 915 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 186 0 251 0 0 0 0 960 234 172 915 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 186 0 251 0 0 0 0 960 234 172 915 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.41 0.59 1.00 2.00 0.00 Final Sat.: 1600 0 1600 0 0 0 0 4059 941 1600 3400 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.00 0.16 0.00 0.00 0.00 0.00 0.24 0.25 0.11 0.27 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-260
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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): 0.727 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: Permitted Permitted Permitted Permitted Rights: Include Include WideBypass WideBypass Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 47 193 78 154 472 160 33 739 118 164 662 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: 47 193 78 154 472 160 33 739 118 164 662 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: 47 193 78 154 472 160 33 739 118 164 662 76 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 47 193 78 154 472 160 33 739 118 164 662 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: 47 193 78 154 472 160 33 739 118 164 662 76 ------------|---------------||---------------||---------------||---------------| 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 1.03 1.00 Lanes: 1.00 1.42 0.58 1.00 1.00 1.00 1.00 1.72 0.28 1.00 1.79 0.21 Final Sat.: 1600 2379 921 1600 1700 1600 1600 2859 441 1600 2970 330 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.08 0.08 0.10 0.28 0.10 0.02 0.26 0.27 0.10 0.22 0.23 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-261
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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): 0.715 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 39 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 62 570 90 100 762 104 116 704 90 172 542 97 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 62 570 90 100 762 104 116 704 90 172 542 97 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 62 570 90 100 762 104 116 704 90 172 542 97 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 62 570 90 100 762 104 116 704 90 172 542 97 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 62 570 90 100 762 104 116 704 90 172 542 97 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 1.73 0.27 1.00 1.76 0.24 1.00 1.77 0.23 1.00 1.70 0.30 Final Sat.: 1600 2864 436 1600 2916 384 1600 2937 363 1600 2814 486 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.20 0.21 0.06 0.26 0.27 0.07 0.24 0.25 0.11 0.19 0.20 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-262
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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): 0.851 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 65 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include WideBypass Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 188 501 181 152 716 85 165 1008 145 117 916 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: 188 501 181 152 716 85 165 1008 145 117 916 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: 188 501 181 152 716 85 165 1008 145 117 916 54 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 188 501 181 152 716 85 165 1008 145 117 916 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: 188 501 181 152 716 85 165 1008 145 117 916 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 1.03 1.00 1.00 1.04 1.00 1.00 1.03 1.00 Lanes: 1.00 1.47 0.53 1.00 1.79 0.21 1.00 1.75 0.25 1.00 1.89 0.11 Final Sat.: 1600 2451 849 1600 2960 340 1600 2898 402 1600 3122 178 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.20 0.21 0.10 0.24 0.25 0.10 0.35 0.36 0.07 0.29 0.30 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-263
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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): 0.737 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: 1 0 2 0 1 1 0 2 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 81 280 119 199 756 300 97 1663 114 70 1180 100 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 81 280 119 199 756 300 97 1663 114 70 1180 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 81 280 119 199 756 300 97 1663 114 70 1180 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 81 280 119 199 756 300 97 1663 114 70 1180 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 81 280 119 199 756 300 97 1663 114 70 1180 100 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.05 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.81 0.19 1.00 2.77 0.23 Final Sat.: 1600 3400 1600 1600 3400 1600 1600 4692 308 1600 4625 375 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.08 0.07 0.12 0.22 0.19 0.06 0.35 0.37 0.04 0.26 0.27 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-264
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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): 0.725 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 40 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include 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: 192 988 167 335 1376 181 324 963 156 359 824 273 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 192 988 167 335 1376 181 324 963 156 359 824 273 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 192 988 167 335 1376 181 324 963 156 359 824 273 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 192 988 167 335 1376 181 324 963 156 359 824 273 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 192 988 167 335 1376 181 324 963 156 359 824 273 OvlAdjVol: 106 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.06 0.19 0.10 0.10 0.27 0.11 0.10 0.22 0.23 0.11 0.16 0.17 OvlAdjV/S: 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-265
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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): 0.827 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 58 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 123 1087 96 318 1284 80 149 755 93 121 401 83 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 123 1087 96 318 1284 80 149 755 93 121 401 83 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 123 1087 96 318 1284 80 149 755 93 121 401 83 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 123 1087 96 318 1284 80 149 755 93 121 401 83 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 123 1087 96 318 1284 80 149 755 93 121 401 83 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 2.76 0.24 1.00 2.82 0.18 1.00 1.78 0.22 1.00 1.66 0.34 Final Sat.: 1600 4610 390 1600 4718 282 1600 2949 351 1600 2751 549 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.24 0.25 0.20 0.27 0.28 0.09 0.26 0.26 0.08 0.15 0.15 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-266
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2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:59 Page 35-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #33 Bristol St and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.669 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 Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 65 1419 197 137 1507 41 83 403 35 96 240 41 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 65 1419 197 137 1507 41 83 403 35 96 240 41 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 1419 197 137 1507 41 83 403 35 96 240 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 65 1419 197 137 1507 41 83 403 35 96 240 41 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 65 1419 197 137 1507 41 83 403 35 96 240 41 ------------|---------------||---------------||---------------||---------------| 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 1.03 1.00 1.00 1.04 1.00 Lanes: 1.00 2.63 0.37 1.00 2.92 0.08 1.00 1.84 0.16 1.00 1.71 0.29 Final Sat.: 1600 4415 585 1600 4873 127 1600 3044 256 1600 2833 467 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.32 0.34 0.09 0.31 0.32 0.05 0.13 0.14 0.06 0.08 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-267
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:49:59 Page 36-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #34 Bristol St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.745 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 43 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 183 1278 162 275 1133 160 206 1268 128 108 813 119 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: 183 1278 162 275 1133 160 206 1268 128 108 813 119 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: 183 1278 162 275 1133 160 206 1268 128 108 813 119 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 183 1278 162 275 1133 160 206 1268 128 108 813 119 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: 183 1278 162 275 1133 160 206 1268 128 108 813 119 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.72 0.28 1.00 2.62 0.38 Final Sat.: 3200 5100 1600 3200 5100 1600 1600 4560 440 1600 4387 613 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.25 0.10 0.09 0.22 0.10 0.13 0.28 0.29 0.07 0.19 0.19 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-268
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:00 Page 37-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #35 Bristol St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.749 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 43 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 118 1054 53 161 1571 162 275 472 232 155 432 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: 118 1054 53 161 1571 162 275 472 232 155 432 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: 118 1054 53 161 1571 162 275 472 232 155 432 50 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 118 1054 53 161 1571 162 275 472 232 155 432 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: 118 1054 53 161 1571 162 275 472 232 155 432 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 1.05 1.00 1.00 1.03 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.34 0.66 1.00 1.79 0.21 Final Sat.: 1600 5100 1600 1600 5100 1600 1600 2245 1055 1600 2968 332 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.21 0.03 0.10 0.31 0.10 0.17 0.21 0.22 0.10 0.15 0.15 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-269
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:01 Page 38-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #36 Bristol St and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.767 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 46 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 0 1 2 0 2 1 0 1 0 3 0 1 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 192 862 159 386 1307 148 206 1149 286 188 860 146 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: 192 862 159 386 1307 148 206 1149 286 188 860 146 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: 192 862 159 386 1307 148 206 1149 286 188 860 146 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 192 862 159 386 1307 148 206 1149 286 188 860 146 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: 192 862 159 386 1307 148 206 1149 286 188 860 146 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.00 1.00 2.00 2.69 0.31 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3200 3400 1600 3200 4512 488 1600 5100 1600 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.25 0.10 0.12 0.29 0.30 0.13 0.23 0.18 0.12 0.17 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-270
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:02 Page 39-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #37 Bristol St and Segerstrom Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.794 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 51 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: 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: 65 725 136 283 1011 119 189 913 84 122 554 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: 65 725 136 283 1011 119 189 913 84 122 554 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: 65 725 136 283 1011 119 189 913 84 122 554 71 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 65 725 136 283 1011 119 189 913 84 122 554 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: 65 725 136 283 1011 119 189 913 84 122 554 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 1.03 1.00 1.00 1.04 1.00 Lanes: 1.00 2.53 0.47 1.00 2.68 0.32 1.00 1.83 0.17 1.00 1.77 0.23 Final Sat.: 1600 4242 758 1600 4495 505 1600 3030 270 1600 2936 364 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.17 0.18 0.18 0.22 0.24 0.12 0.30 0.31 0.08 0.19 0.20 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-271
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:02 Page 40-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #38 Bristol St and Alton Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.556 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 26 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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: 9 628 47 227 1571 36 190 117 244 41 87 31 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 9 628 47 227 1571 36 190 117 244 41 87 31 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 9 628 47 227 1571 36 190 117 244 41 87 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 9 628 47 227 1571 36 190 117 244 41 87 31 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 9 628 47 227 1571 36 190 117 244 41 87 31 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.00 1.00 Lanes: 1.00 2.79 0.21 1.00 3.00 1.00 1.00 1.00 1.00 1.00 0.74 0.26 Final Sat.: 1600 4666 334 1600 5100 1600 1600 1700 1600 1600 1180 420 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.13 0.14 0.14 0.31 0.02 0.12 0.07 0.15 0.03 0.07 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-272
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:03 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): 0.738 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 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 92 478 120 326 1419 148 192 1394 283 191 910 132 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 478 120 326 1419 148 192 1394 283 191 910 132 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 92 478 120 326 1419 148 192 1394 283 191 910 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 92 478 120 326 1419 148 192 1394 283 191 910 132 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 92 478 120 326 1419 148 192 1394 283 191 910 132 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 2.72 0.28 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 4547 453 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.09 0.08 0.10 0.31 0.33 0.06 0.27 0.18 0.06 0.18 0.08 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-273
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:04 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): 0.635 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 31 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 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: 94 461 136 245 1388 104 114 942 381 246 400 138 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: 94 461 136 245 1388 104 114 942 381 246 400 138 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: 94 461 136 245 1388 104 114 942 381 246 400 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 94 461 136 245 1388 104 114 942 381 246 400 138 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: 94 461 136 245 1388 104 114 942 381 246 400 138 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.85 1.15 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 4757 1843 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.09 0.09 0.08 0.27 0.07 0.04 0.20 0.21 0.08 0.08 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-274
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:05 Page 43-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #41 Bristol St and I-405 WB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.500 Loss Time (sec): 5 Average Delay (sec/veh): 19.1 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: Protected Protected Split Phase Split Phase Rights: Ignore Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 4 0 1 0 0 4 1 0 0 0 0 0 2 1 1 1 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1489 191 0 1967 8 0 0 34 121 73 665 Growth Adj: 1.00 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 1489 191 0 1967 8 0 0 34 121 73 665 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 1489 0 0 1967 8 0 0 34 121 73 665 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1489 0 0 1967 8 0 0 34 121 73 665 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 1489 0 0 1967 8 0 0 34 121 73 665 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.91 0.91 1.00 1.00 0.75 0.92 0.92 0.75 Lanes: 0.00 4.00 1.00 0.00 4.98 0.02 0.00 0.00 2.00 1.87 1.13 2.00 Final Sat.: 0 6916 1900 0 8601 35 0 0 2842 3276 1976 2842 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.22 0.00 0.00 0.23 0.23 0.00 0.00 0.01 0.04 0.04 0.23 Crit Moves: **** **** **** **** Green/Cycle: 0.00 0.46 0.00 0.00 0.46 0.46 0.00 0.00 0.02 0.47 0.47 0.47 Volume/Cap: 0.00 0.47 0.00 0.00 0.50 0.50 0.00 0.00 0.50 0.08 0.08 0.50 Delay/Veh: 0.0 18.8 0.0 0.0 19.2 19.2 0.0 0.0 53.9 14.7 14.7 18.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 18.8 0.0 0.0 19.2 19.2 0.0 0.0 53.9 14.7 14.7 18.7 LOS by Move: A B A A B B A A D B B B HCM2k85thQ: 0 13 0 0 14 14 0 0 2 2 2 13 ******************************************************************************** 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-275
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:06 Page 44-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #42 Bristol St and I-405 EB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.607 Loss Time (sec): 5 Average Delay (sec/veh): 22.3 Optimal Cycle: 31 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include 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: 113 1108 0 0 985 847 573 0 524 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: 113 1108 0 0 985 847 573 0 524 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: 113 1108 0 0 985 0 573 0 524 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 113 1108 0 0 985 0 573 0 524 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: 113 1108 0 0 985 0 573 0 524 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: 0.06 0.16 0.00 0.00 0.19 0.00 0.11 0.00 0.32 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.10 0.42 0.00 0.00 0.31 0.00 0.53 0.00 0.53 0.00 0.00 0.00 Volume/Cap: 0.61 0.39 0.00 0.00 0.61 0.00 0.20 0.00 0.61 0.00 0.00 0.00 Delay/Veh: 48.6 20.4 0.0 0.0 29.8 0.0 12.2 0.0 17.3 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: 48.6 20.4 0.0 0.0 29.8 0.0 12.2 0.0 17.3 0.0 0.0 0.0 LOS by Move: D C A A C A B A B A A A HCM2k85thQ: 7 10 0 0 15 0 5 0 17 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-276
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:07 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): 0.596 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 29 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 3 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 87 811 118 168 568 76 114 710 81 101 323 135 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 87 811 118 168 568 76 114 710 81 101 323 135 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 87 811 118 168 568 76 114 710 81 101 323 135 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 87 811 118 168 568 76 114 710 81 101 323 135 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 87 811 118 168 568 76 114 710 81 101 323 135 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.05 0.24 0.07 0.11 0.17 0.05 0.07 0.14 0.05 0.06 0.10 0.08 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-277
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:08 Page 46-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #44 Flower St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.795 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 51 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 139 602 159 175 554 58 165 1514 60 209 861 123 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 139 602 159 175 554 58 165 1514 60 209 861 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 139 602 159 175 554 58 165 1514 60 209 861 123 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 139 602 159 175 554 58 165 1514 60 209 861 123 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 139 602 159 175 554 58 165 1514 60 209 861 123 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.03 1.00 1.00 1.04 1.00 1.00 1.05 1.00 Lanes: 1.00 2.00 1.00 1.00 1.81 0.19 1.00 2.89 0.11 1.00 2.62 0.38 Final Sat.: 1600 3400 1600 1600 2997 303 1600 4817 183 1600 4400 600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.18 0.10 0.11 0.18 0.19 0.10 0.31 0.33 0.13 0.20 0.21 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-278
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:08 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): 0.819 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 56 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: 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: 60 438 38 66 367 53 51 581 44 64 432 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: 60 438 38 66 367 53 51 581 44 64 432 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: 60 438 38 66 367 53 51 581 44 64 432 58 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 60 438 38 66 367 53 51 581 44 64 432 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: 60 438 38 66 367 53 51 581 44 64 432 58 ------------|---------------||---------------||---------------||---------------| 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 0.92 0.08 1.00 0.87 0.13 1.00 0.93 0.07 1.00 0.88 0.12 Final Sat.: 1600 1472 128 1600 1398 202 1600 1487 113 1600 1411 189 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.30 0.30 0.04 0.26 0.26 0.03 0.39 0.39 0.04 0.31 0.31 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-279
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2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:09 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): 0.769 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: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 63 331 73 98 544 120 155 1065 297 74 546 60 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 63 331 73 98 544 120 155 1065 297 74 546 60 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 63 331 73 98 544 120 155 1065 297 74 546 60 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 63 331 73 98 544 120 155 1065 297 74 546 60 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 63 331 73 98 544 120 155 1065 297 74 546 60 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.03 1.00 Lanes: 1.00 1.64 0.36 1.00 1.64 0.36 1.00 1.56 0.44 1.00 1.80 0.20 Final Sat.: 1600 2722 578 1600 2722 578 1600 2602 698 1600 2983 317 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.12 0.13 0.06 0.20 0.21 0.10 0.41 0.43 0.05 0.18 0.19 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-280
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2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:10 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): 0.698 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 37 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: 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: 22 142 73 163 352 264 165 1879 80 54 909 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: 22 142 73 163 352 264 165 1879 80 54 909 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: 22 142 73 163 352 264 165 1879 80 54 909 58 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 22 142 73 163 352 264 165 1879 80 54 909 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: 22 142 73 163 352 264 165 1879 80 54 909 58 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 1.32 0.68 1.00 1.14 0.86 1.00 2.88 0.12 1.00 2.82 0.18 Final Sat.: 1600 2213 1087 1600 1929 1371 1600 4804 196 1600 4712 288 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.06 0.07 0.10 0.18 0.19 0.10 0.39 0.41 0.03 0.19 0.20 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-281
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2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:11 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): 0.574 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: 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: 84 579 300 198 1034 173 350 495 215 316 276 230 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 84 579 300 198 1034 173 350 495 215 316 276 230 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 84 579 300 198 1034 173 350 495 215 316 276 230 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 84 579 300 198 1034 173 350 495 215 316 276 230 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 84 579 300 198 1034 173 350 495 215 316 276 230 OvlAdjVol: 142 131 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 2.57 0.43 2.00 2.09 0.91 2.00 2.00 1.00 Final Sat.: 3200 5100 1600 3200 4312 688 3200 3546 1454 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.11 0.19 0.06 0.24 0.25 0.11 0.14 0.15 0.10 0.08 0.14 OvlAdjV/S: 0.09 0.08 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-282
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2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:12 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): 0.485 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 23 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: 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: 28 764 250 32 1244 260 148 233 16 198 226 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: 28 764 250 32 1244 260 148 233 16 198 226 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: 28 764 250 32 1244 260 148 233 16 198 226 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 28 764 250 32 1244 260 148 233 16 198 226 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: 28 764 250 32 1244 260 148 233 16 198 226 15 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 2.00 2.26 0.74 2.00 2.48 0.52 2.00 2.81 0.19 2.00 2.00 1.00 Final Sat.: 3200 3817 1183 3200 4170 830 3200 4692 308 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.20 0.21 0.01 0.30 0.31 0.05 0.05 0.05 0.06 0.07 0.01 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-283
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2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:13 Page 52-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #50 Main St and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.821 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 57 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 0 1 2 0 1 1 0 2 0 2 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 128 760 163 195 1086 70 116 1225 61 325 1300 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 128 760 163 195 1086 70 116 1225 61 325 1300 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 128 760 163 195 1086 70 116 1225 61 325 1300 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 128 760 163 195 1086 70 116 1225 61 325 1300 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 128 760 163 195 1086 70 116 1225 61 325 1300 19 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.03 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 2.00 2.00 1.00 2.00 1.88 0.12 2.00 2.86 0.14 2.00 2.96 0.04 Final Sat.: 3200 3400 1600 3200 3106 194 3200 4772 228 3200 4931 69 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.22 0.10 0.06 0.35 0.36 0.04 0.26 0.27 0.10 0.26 0.27 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-284
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2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:13 Page 53-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #51 Main St and Civic Center Dr
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.755 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: 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: 138 901 79 59 1042 159 90 545 99 43 566 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 138 901 79 59 1042 159 90 545 99 43 566 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 138 901 79 59 1042 159 90 545 99 43 566 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 138 901 79 59 1042 159 90 545 99 43 566 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 138 901 79 59 1042 159 90 545 99 43 566 34 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.09 0.30 0.31 0.04 0.36 0.38 0.06 0.19 0.20 0.03 0.18 0.19 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-285
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:14 Page 54-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #52 Main St and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.667 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 34 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 0 0 0 1 1 0 0 0 0 0 0 0 1 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 68 1083 0 0 1107 98 0 0 0 61 848 65 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 68 1083 0 0 1107 98 0 0 0 61 848 65 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 68 1083 0 0 1107 98 0 0 0 61 848 65 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 68 1083 0 0 1107 98 0 0 0 61 848 65 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 68 1083 0 0 1107 98 0 0 0 61 848 65 ------------|---------------||---------------||---------------||---------------| 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 1.02 1.00 Lanes: 1.00 2.00 0.00 0.00 1.84 0.16 0.00 0.00 0.00 0.19 2.61 0.20 Final Sat.: 1600 3400 0 0 3040 260 0 0 0 301 4279 320 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.32 0.00 0.00 0.36 0.38 0.00 0.00 0.00 0.04 0.20 0.20 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-286
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:15 Page 55-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #53 Main St and 4th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.490 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 23 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 1 0 0 0 1 1 0 0 0 0 1 0 0 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 977 23 0 1098 27 0 93 14 0 114 28 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 977 23 0 1098 27 0 93 14 0 114 28 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 977 23 0 1098 27 0 93 14 0 114 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 977 23 0 1098 27 0 93 14 0 114 28 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 977 23 0 1098 27 0 93 14 0 114 28 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.95 0.05 0.00 1.95 0.05 0.00 0.87 0.13 0.00 0.80 0.20 Final Sat.: 0 3226 74 0 3223 77 0 1391 209 0 1285 315 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.30 0.31 0.00 0.34 0.35 0.00 0.07 0.07 0.00 0.09 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-287
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:16 Page 56-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #54 Main St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.758 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 1 1 0 1 0 2 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 116 596 60 88 882 65 119 1393 147 88 1097 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: 116 596 60 88 882 65 119 1393 147 88 1097 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: 116 596 60 88 882 65 119 1393 147 88 1097 61 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 116 596 60 88 882 65 119 1393 147 88 1097 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: 116 596 60 88 882 65 119 1393 147 88 1097 61 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.04 1.00 Lanes: 1.00 1.82 0.18 1.00 2.00 1.00 1.00 2.71 0.29 1.00 2.84 0.16 Final Sat.: 1600 3007 293 1600 3400 1600 1600 4542 458 1600 4747 253 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.20 0.20 0.06 0.26 0.04 0.07 0.31 0.32 0.06 0.23 0.24 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-288
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:16 Page 57-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #55 Main St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.902 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 88 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 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 89 838 42 175 1364 27 42 396 43 140 373 107 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: 89 838 42 175 1364 27 42 396 43 140 373 107 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: 89 838 42 175 1364 27 42 396 43 140 373 107 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 838 42 175 1364 27 42 396 43 140 373 107 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: 89 838 42 175 1364 27 42 396 43 140 373 107 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.00 1.00 1.00 1.06 1.00 Lanes: 1.00 1.90 0.10 1.00 1.96 0.04 1.00 0.90 0.10 1.00 1.00 1.00 Final Sat.: 1600 3147 153 1600 3238 62 1600 1443 157 1600 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.27 0.28 0.11 0.42 0.43 0.03 0.27 0.27 0.09 0.22 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-289
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:17 Page 58-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #56 Main St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.826 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 58 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 109 617 67 228 1052 55 75 971 131 122 709 87 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 109 617 67 228 1052 55 75 971 131 122 709 87 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 109 617 67 228 1052 55 75 971 131 122 709 87 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 109 617 67 228 1052 55 75 971 131 122 709 87 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 109 617 67 228 1052 55 75 971 131 122 709 87 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.06 1.00 1.00 1.05 1.00 Lanes: 1.00 1.80 0.20 1.00 1.90 0.10 1.00 2.00 1.00 1.00 2.67 0.33 Final Sat.: 1600 2987 313 1600 3141 159 1600 3400 1600 1600 4475 525 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.21 0.21 0.14 0.33 0.35 0.05 0.29 0.08 0.08 0.16 0.17 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-290
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:18 Page 59-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #57 Main St and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.735 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 41 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 54 311 264 645 848 192 240 1393 252 146 435 218 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 54 311 264 645 848 192 240 1393 252 146 435 218 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 54 311 264 645 848 192 240 1393 252 146 435 218 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 54 311 264 645 848 192 240 1393 252 146 435 218 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 54 311 264 645 848 192 240 1393 252 146 435 218 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.02 0.06 0.17 0.20 0.17 0.12 0.08 0.27 0.16 0.05 0.09 0.14 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-291
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:19 Page 60-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #58 Penn Wy and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.602 Loss Time (sec): 5 Average Delay (sec/veh): 11.2 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 Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 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: 43 0 217 0 0 0 0 1238 631 214 1722 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 0 217 0 0 0 0 1238 631 214 1722 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 0 217 0 0 0 0 1238 631 214 1722 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 0 217 0 0 0 0 1238 631 214 1722 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 0 217 0 0 0 0 1238 631 214 1722 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.01 0.00 0.08 0.00 0.00 0.00 0.00 0.38 0.38 0.12 0.33 0.00 Crit Moves: **** **** **** Green/Cycle: 0.13 0.00 0.13 0.00 0.00 0.00 0.00 0.63 0.63 0.20 0.82 0.00 Volume/Cap: 0.10 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.61 0.60 0.40 0.00 Delay/Veh: 38.7 0.0 44.1 0.0 0.0 0.0 0.0 11.5 11.7 39.5 2.4 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: 38.7 0.0 44.1 0.0 0.0 0.0 0.0 11.5 11.7 39.5 2.4 0.0 LOS by Move: D A D A A A A B B D A A HCM2k85thQ: 1 0 7 0 0 0 0 19 20 10 8 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-292
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:20 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): 0.740 Loss Time (sec): 5 Average Delay (sec/veh): 31.2 Optimal Cycle: 44 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: 768 35 22 57 0 295 99 1040 376 0 1245 20 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 768 35 22 57 0 295 99 1040 376 0 1245 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 768 35 22 57 0 295 99 1040 0 0 1245 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 768 35 22 57 0 295 99 1040 0 0 1245 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 768 35 22 57 0 295 99 1040 0 0 1245 20 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 1.00 0.85 0.95 0.91 1.00 1.00 0.91 0.91 Lanes: 1.91 0.09 1.00 1.00 0.00 1.00 1.00 3.00 1.00 0.00 2.95 0.05 Final Sat.: 3467 158 1615 1805 0 1615 1805 5187 1900 0 5095 82 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.22 0.22 0.01 0.03 0.00 0.18 0.05 0.20 0.00 0.00 0.24 0.24 Crit Moves: **** **** **** **** Green/Cycle: 0.30 0.30 0.30 0.25 0.00 0.25 0.07 0.40 0.00 0.00 0.33 0.33 Volume/Cap: 0.74 0.74 0.05 0.13 0.00 0.74 0.74 0.50 0.00 0.00 0.74 0.74 Delay/Veh: 34.3 34.3 24.9 29.4 0.0 42.0 64.9 22.4 0.0 0.0 31.5 31.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.3 34.3 24.9 29.4 0.0 42.0 64.9 22.4 0.0 0.0 31.5 31.5 LOS by Move: C C C C A D E C A A C C HCM2k85thQ: 19 19 1 2 0 15 7 13 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-293
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:21 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): 0.436 Loss Time (sec): 5 Average Delay (sec/veh): 19.0 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: 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: 0 158 140 799 165 0 0 0 0 179 0 100 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 158 140 799 165 0 0 0 0 179 0 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 158 140 799 165 0 0 0 0 179 0 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 158 140 799 165 0 0 0 0 179 0 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 158 140 799 165 0 0 0 0 179 0 100 ------------|---------------||---------------||---------------||---------------| 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 0.04 0.09 0.23 0.05 0.00 0.00 0.00 0.00 0.10 0.00 0.04 Crit Moves: **** **** **** Green/Cycle: 0.00 0.20 0.20 0.52 0.72 0.00 0.00 0.00 0.00 0.23 0.00 0.75 Volume/Cap: 0.00 0.22 0.44 0.44 0.06 0.00 0.00 0.00 0.00 0.44 0.00 0.05 Delay/Veh: 0.0 33.7 36.1 14.9 4.0 0.0 0.0 0.0 0.0 33.9 0.0 3.2 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 33.7 36.1 14.9 4.0 0.0 0.0 0.0 0.0 33.9 0.0 3.2 LOS by Move: A C D B A A A A A C A A HCM2k85thQ: 0 3 6 12 1 0 0 0 0 8 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-294
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:22 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): 0.723 Loss Time (sec): 5 Average Delay (sec/veh): 16.9 Optimal Cycle: 0 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 206 143 20 5 303 74 121 46 246 72 66 13 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 206 143 20 5 303 74 121 46 246 72 66 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 206 143 20 5 303 74 121 46 246 72 66 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 206 143 20 5 303 74 121 46 246 72 66 13 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 206 143 20 5 303 74 121 46 246 72 66 13 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.88 0.12 1.00 0.80 0.20 0.72 0.28 1.00 0.48 0.44 0.08 Final Sat.: 468 443 62 471 419 102 337 128 540 208 190 37 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.44 0.32 0.32 0.01 0.72 0.72 0.36 0.36 0.46 0.35 0.35 0.35 Crit Moves: **** **** **** **** Delay/Veh: 15.5 12.6 12.6 10.2 24.0 24.0 14.0 14.0 13.9 14.2 14.2 14.2 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 15.5 12.6 12.6 10.2 24.0 24.0 14.0 14.0 13.9 14.2 14.2 14.2 LOS by Move: C B B B C C B B B B B B ApproachDel: 14.2 23.8 13.9 14.2 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 14.2 23.8 13.9 14.2 LOS by Appr: B C B B AllWayAvgQ: 0.7 0.4 0.4 0.0 2.1 2.1 0.5 0.5 0.7 0.4 0.4 0.4 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-295
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:23 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): 0.553 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: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 24 71 56 311 161 133 48 474 14 108 807 271 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 24 71 56 311 161 133 48 474 14 108 807 271 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 24 71 56 311 161 133 48 474 14 108 807 271 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 24 71 56 311 161 133 48 474 14 108 807 271 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 24 71 56 311 161 133 48 474 14 108 807 271 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.03 1.00 1.00 1.06 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.94 0.06 1.00 2.00 1.00 Final Sat.: 1600 1700 1600 1600 1700 1600 1600 3208 92 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.04 0.04 0.19 0.09 0.08 0.03 0.15 0.15 0.07 0.24 0.17 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-296
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:24 Page 65-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #64 Standard Ave and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.803 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: 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: 108 191 119 12 231 25 86 1317 214 64 1012 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: 108 191 119 12 231 25 86 1317 214 64 1012 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: 108 191 119 12 231 25 86 1317 214 64 1012 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 108 191 119 12 231 25 86 1317 214 64 1012 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: 108 191 119 12 231 25 86 1317 214 64 1012 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 1.00 1.00 1.00 1.04 1.00 1.00 1.03 1.00 Lanes: 1.00 0.62 0.38 0.04 0.87 0.09 1.00 1.72 0.28 1.00 1.98 0.02 Final Sat.: 1600 986 614 72 1379 149 1600 2853 447 1600 3263 38 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.19 0.19 0.01 0.17 0.17 0.05 0.46 0.48 0.04 0.31 0.32 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-297
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:24 Page 66-1 -------------------------------------------------------------------------------- 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): 0.609 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 29 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 74 284 128 220 531 37 17 589 71 138 366 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: 74 284 128 220 531 37 17 589 71 138 366 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: 74 284 128 220 531 37 17 589 71 138 366 82 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 284 128 220 531 37 17 589 71 138 366 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: 74 284 128 220 531 37 17 589 71 138 366 82 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.03 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 1.38 0.62 1.00 1.87 0.13 1.00 1.78 0.22 1.00 1.63 0.37 Final Sat.: 1600 2306 994 1600 3092 208 1600 2956 344 1600 2714 586 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.12 0.13 0.14 0.17 0.18 0.01 0.20 0.21 0.09 0.13 0.14 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-298
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:25 Page 67-1 -------------------------------------------------------------------------------- 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): 0.659 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 33 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: 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 1 1 0 0 1 1 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 43 0 100 0 0 0 0 1283 145 160 607 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 0 100 0 0 0 0 1283 145 160 607 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 0 100 0 0 0 0 1283 145 160 607 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 0 100 0 0 0 0 1283 145 160 607 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 0 100 0 0 0 0 1283 145 160 607 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 1.03 1.00 1.00 1.04 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.80 0.20 0.42 1.58 0.00 Final Sat.: 1600 0 1600 0 0 0 0 2975 325 668 2632 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.00 0.06 0.00 0.00 0.00 0.00 0.43 0.45 0.10 0.23 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-299
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:26 Page 68-1 -------------------------------------------------------------------------------- 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): 0.567 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: 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: 11 18 49 183 37 39 41 1375 10 115 626 101 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: 11 18 49 183 37 39 41 1375 10 115 626 101 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: 11 18 49 183 37 39 41 1375 10 115 626 101 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 11 18 49 183 37 39 41 1375 10 115 626 101 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: 11 18 49 183 37 39 41 1375 10 115 626 101 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.04 1.00 1.00 1.05 1.00 Lanes: 1.00 0.27 0.73 1.00 0.49 0.51 1.00 2.98 0.02 1.00 2.58 0.42 Final Sat.: 1600 430 1170 1600 779 821 1600 4965 35 1600 4333 667 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.04 0.04 0.11 0.05 0.05 0.03 0.28 0.29 0.07 0.14 0.15 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-300
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:26 Page 69-1 -------------------------------------------------------------------------------- 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): 0.615 Loss Time (sec): 5 Average Delay (sec/veh): 19.8 Optimal Cycle: 31 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Ignore Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 2 0 0 0 2 0 0 2 1 1 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 961 0 870 0 1441 1027 0 1275 145 Growth Adj: 1.00 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 0 961 0 870 0 1441 1027 0 1275 145 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 0 961 0 870 0 1441 0 0 1275 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 961 0 870 0 1441 0 0 1275 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 0 961 0 870 0 1441 0 0 1275 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 0.27 0.00 0.31 0.00 0.28 0.00 0.00 0.25 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.50 0.00 0.50 0.00 0.45 0.00 0.00 0.45 0.00 Volume/Cap: 0.00 0.00 0.00 0.55 0.00 0.61 0.00 0.61 0.00 0.00 0.54 0.00 Delay/Veh: 0.0 0.0 0.0 17.7 0.0 19.0 0.0 21.3 0.0 0.0 20.2 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: 0.0 0.0 0.0 17.7 0.0 19.0 0.0 21.3 0.0 0.0 20.2 0.0 LOS by Move: A A A B A B A C A A C A HCM2k85thQ: 0 0 0 16 0 17 0 19 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-301
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:27 Page 70-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #69 SR-55 NB Ramps and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.742 Loss Time (sec): 5 Average Delay (sec/veh): 19.2 Optimal Cycle: 44 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: 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: 908 0 976 0 0 0 0 1609 796 0 517 244 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 908 0 976 0 0 0 0 1609 796 0 517 244 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 908 0 0 0 0 0 0 1609 0 0 517 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 908 0 0 0 0 0 0 1609 0 0 517 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 908 0 0 0 0 0 0 1609 0 0 517 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.26 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.10 0.00 Crit Moves: **** **** **** Green/Cycle: 0.35 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 Volume/Cap: 0.74 0.00 0.00 0.00 0.00 0.00 0.00 0.74 0.00 0.00 0.17 0.00 Delay/Veh: 31.1 0.0 0.0 0.0 0.0 0.0 0.0 15.8 0.0 0.0 8.9 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: 31.1 0.0 0.0 0.0 0.0 0.0 0.0 15.8 0.0 0.0 8.9 0.0 LOS by Move: C A A A A A A B A A A A HCM2k85thQ: 21 0 0 0 0 0 0 29 0 0 4 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-302
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:28 Page 71-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #70 SR-55 SB Ramps and Dyer Rd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.552 Loss Time (sec): 5 Average Delay (sec/veh): 23.7 Optimal Cycle: 27 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: 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: 221 26 505 50 242 60 35 1338 285 408 647 108 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 221 26 505 50 242 60 35 1338 285 408 647 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 221 26 505 50 242 60 35 1338 285 408 647 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 221 26 505 50 242 60 35 1338 285 408 647 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 221 26 505 50 242 60 35 1338 285 408 647 108 ------------|---------------||---------------||---------------||---------------| 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.: 3254 383 2842 613 2968 1615 1805 5187 1615 3502 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.07 0.18 0.08 0.08 0.04 0.02 0.26 0.18 0.12 0.12 0.07 Crit Moves: **** **** **** **** Green/Cycle: 0.12 0.12 0.33 0.15 0.15 0.15 0.09 0.47 0.47 0.21 0.59 0.59 Volume/Cap: 0.55 0.55 0.53 0.55 0.55 0.25 0.21 0.55 0.38 0.55 0.21 0.11 Delay/Veh: 42.7 42.7 27.5 40.8 40.8 38.3 42.7 19.4 17.5 36.1 9.7 9.2 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: 42.7 42.7 27.5 40.8 40.8 38.3 42.7 19.4 17.5 36.1 9.7 9.2 LOS by Move: D D C D D D D B B D A A HCM2k85thQ: 7 7 12 8 8 3 2 17 9 10 5 2 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-303
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:29 Page 72-1 -------------------------------------------------------------------------------- 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): 0.603 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 29 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 0 1 1 0 1 1 0 1 0 1 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 263 412 125 17 358 79 38 195 375 236 249 6 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 263 412 125 17 358 79 38 195 375 236 249 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 263 412 125 17 358 79 38 195 375 236 249 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 263 412 125 17 358 79 38 195 375 236 249 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 263 412 125 17 358 79 38 195 375 236 249 6 OvlAdjVol: 0 244 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.03 1.00 Lanes: 2.00 1.00 1.00 1.00 1.64 0.36 1.00 1.00 1.00 1.00 1.95 0.05 Final Sat.: 3200 1700 1600 1600 2722 578 1600 1700 1600 1600 3225 75 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.24 0.08 0.01 0.13 0.14 0.02 0.11 0.23 0.15 0.08 0.08 OvlAdjV/S: 0.00 0.15 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-304
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:30 Page 73-1 -------------------------------------------------------------------------------- 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): 0.741 Loss Time (sec): 5 Average Delay (sec/veh): 28.5 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 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: 500 561 0 0 743 346 0 0 0 285 5 426 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 500 561 0 0 743 346 0 0 0 285 5 426 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 500 561 0 0 743 346 0 0 0 285 5 426 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 500 561 0 0 743 346 0 0 0 285 5 426 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 500 561 0 0 743 346 0 0 0 285 5 426 ------------|---------------||---------------||---------------||---------------| 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 2270 23 2588 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.28 0.16 0.00 0.00 0.21 0.21 0.00 0.00 0.00 0.13 0.22 0.16 Crit Moves: **** **** **** Green/Cycle: 0.37 0.65 0.00 0.00 0.28 0.28 0.00 0.00 0.00 0.30 0.30 0.30 Volume/Cap: 0.74 0.24 0.00 0.00 0.74 0.77 0.00 0.00 0.00 0.42 0.74 0.55 Delay/Veh: 31.5 7.3 0.0 0.0 35.9 41.3 0.0 0.0 0.0 28.3 34.7 29.9 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: 31.5 7.3 0.0 0.0 35.9 41.3 0.0 0.0 0.0 28.3 34.7 29.9 LOS by Move: C A A A D D A A A C C C HCM2k85thQ: 22 6 0 0 19 17 0 0 0 8 17 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-305
Attachment 8
2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:31 Page 74-1 -------------------------------------------------------------------------------- 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): 0.760 Loss Time (sec): 5 Average Delay (sec/veh): 27.0 Optimal Cycle: 47 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted 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: 0 818 218 280 733 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: 0 818 218 280 733 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: 0 818 218 280 733 0 258 0 1012 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 818 218 280 733 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: 0 818 218 280 733 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 0.23 0.13 0.16 0.20 0.00 0.13 0.00 0.34 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.30 0.30 0.20 0.50 0.00 0.45 0.00 0.45 0.00 0.00 0.00 Volume/Cap: 0.00 0.76 0.45 0.76 0.40 0.00 0.29 0.00 0.76 0.00 0.00 0.00 Delay/Veh: 0.0 35.0 29.1 46.4 15.7 0.0 17.6 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 35.0 29.1 46.4 15.7 0.0 17.6 0.0 25.2 0.0 0.0 0.0 LOS by Move: A D C D B A B A C A A A HCM2k85thQ: 0 20 9 15 11 0 7 0 23 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-306
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:32 Page 75-1 -------------------------------------------------------------------------------- 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): 0.680 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 35 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 18 737 106 174 1444 32 99 60 59 254 28 229 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 737 106 174 1444 32 99 60 59 254 28 229 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 18 737 106 174 1444 32 99 60 59 254 28 229 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 737 106 174 1444 32 99 60 59 254 28 229 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 18 737 106 174 1444 32 99 60 59 254 28 229 ------------|---------------||---------------||---------------||---------------| 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 2.62 0.38 1.00 2.00 1.00 1.00 1.01 0.99 1.00 1.00 1.00 Final Sat.: 1600 4396 604 1600 3400 1600 1600 1713 1587 1600 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.17 0.18 0.11 0.42 0.02 0.06 0.04 0.04 0.16 0.02 0.14 Crit Moves: **** **** **** **** ******************************************************************************** K-307
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:33 Page 76-1 -------------------------------------------------------------------------------- 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): 0.885 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 79 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include WideBypass Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 1 1 0 1 0 0 1 0 1 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 66 463 119 290 1418 319 143 233 48 120 231 211 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 66 463 119 290 1418 319 143 233 48 120 231 211 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 66 463 119 290 1418 319 143 233 48 120 231 211 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 66 463 119 290 1418 319 143 233 48 120 231 211 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 66 463 119 290 1418 319 143 233 48 120 231 211 ------------|---------------||---------------||---------------||---------------| 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 2.39 0.61 1.00 1.63 0.37 1.00 0.83 0.17 1.00 1.00 1.00 Final Sat.: 1600 4019 981 1600 2712 588 1600 1327 273 1600 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.12 0.12 0.18 0.52 0.54 0.09 0.18 0.18 0.08 0.14 0.13 Crit Moves: **** **** **** **** ******************************************************************************** K-308
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:34 Page 77-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #76 Grand Ave and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.797 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 51 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 0 1 2 0 2 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 163 476 327 286 1198 235 224 835 106 309 807 88 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 163 476 327 286 1198 235 224 835 106 309 807 88 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 163 476 327 286 1198 235 224 835 106 309 807 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 163 476 327 286 1198 235 224 835 106 309 807 88 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 163 476 327 286 1198 235 224 835 106 309 807 88 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 2.66 0.34 2.00 2.71 0.29 Final Sat.: 1600 3400 1600 1600 3400 1600 3200 4459 541 3200 4528 472 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.14 0.20 0.18 0.35 0.15 0.07 0.19 0.20 0.10 0.18 0.19 Crit Moves: **** **** **** **** ******************************************************************************** K-309
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:35 Page 78-1 -------------------------------------------------------------------------------- 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): 0.516 Loss Time (sec): 5 Average Delay (sec/veh): 12.9 Optimal Cycle: 26 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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: 0 831 480 58 1869 0 0 0 0 456 0 126 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 831 480 58 1869 0 0 0 0 456 0 126 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: 0 831 0 58 1869 0 0 0 0 456 0 126 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 831 0 58 1869 0 0 0 0 456 0 126 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: 0 831 0 58 1869 0 0 0 0 456 0 126 ------------|---------------||---------------||---------------||---------------| 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 0.23 0.00 0.03 0.36 0.00 0.00 0.00 0.00 0.13 0.00 0.08 Crit Moves: **** **** **** Green/Cycle: 0.00 0.61 0.00 0.09 0.70 0.00 0.00 0.00 0.00 0.25 0.00 0.25 Volume/Cap: 0.00 0.38 0.00 0.38 0.52 0.00 0.00 0.00 0.00 0.52 0.00 0.31 Delay/Veh: 0.0 9.9 0.0 44.7 7.3 0.0 0.0 0.0 0.0 32.7 0.0 30.8 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 9.9 0.0 44.7 7.3 0.0 0.0 0.0 0.0 32.7 0.0 30.8 LOS by Move: A A A D A A A A A C A C HCM2k85thQ: 0 10 0 3 15 0 0 0 0 10 0 5 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-310
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:37 Page 79-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #78 Grand Ave and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.662 Loss Time (sec): 5 Average Delay (sec/veh): 23.8 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 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: 71 1003 51 141 1166 1029 263 217 428 5 373 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 71 1003 51 141 1166 1029 263 217 428 5 373 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 71 1003 51 141 1166 1029 263 217 428 5 373 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 71 1003 51 141 1166 1029 263 217 428 5 373 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 71 1003 51 141 1166 1029 263 217 428 5 373 34 ------------|---------------||---------------||---------------||---------------| 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 1.81 0.17 Final Sat.: 1805 4901 249 1805 3610 2842 3502 1900 2842 43 3226 294 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.20 0.20 0.08 0.32 0.36 0.08 0.11 0.15 0.12 0.12 0.12 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.40 0.40 0.15 0.49 0.72 0.23 0.23 0.23 0.17 0.17 0.17 Volume/Cap: 0.66 0.52 0.52 0.52 0.66 0.51 0.33 0.50 0.66 0.66 0.66 0.66 Delay/Veh: 60.4 23.1 23.1 40.8 20.3 6.5 32.5 34.6 37.7 41.2 41.2 41.2 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: 60.4 23.1 23.1 40.8 20.3 6.5 32.5 34.6 37.7 41.2 41.2 41.2 LOS by Move: E C C D C A C C D D D D HCM2k85thQ: 5 14 14 7 22 13 6 10 12 11 11 11 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-311
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:38 Page 80-1 -------------------------------------------------------------------------------- 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): 0.803 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 3 0 1 2 0 2 1 0 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 213 751 35 99 1432 174 332 793 225 247 867 99 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 213 751 35 99 1432 174 332 793 225 247 867 99 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 213 751 35 99 1432 174 332 793 225 247 867 99 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 213 751 35 99 1432 174 332 793 225 247 867 99 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 213 751 35 99 1432 174 332 793 225 247 867 99 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.03 1.00 Lanes: 2.00 2.87 0.13 2.00 3.00 1.00 2.00 2.34 0.66 2.00 1.80 0.20 Final Sat.: 3200 4786 214 3200 5100 1600 3200 3939 1061 3200 2972 328 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.16 0.16 0.03 0.28 0.11 0.10 0.20 0.21 0.08 0.29 0.30 Crit Moves: **** **** **** **** ******************************************************************************** K-312
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:40 Page 81-1 -------------------------------------------------------------------------------- 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): 0.705 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 38 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 53 737 163 149 1788 49 60 419 110 118 347 216 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: 53 737 163 149 1788 49 60 419 110 118 347 216 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: 53 737 163 149 1788 49 60 419 110 118 347 216 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 53 737 163 149 1788 49 60 419 110 118 347 216 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: 53 737 163 149 1788 49 60 419 110 118 347 216 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.05 1.00 Lanes: 1.00 2.46 0.54 1.00 2.92 0.08 1.00 1.58 0.42 1.00 1.23 0.77 Final Sat.: 1600 4131 869 1600 4872 128 1600 2635 665 1600 2072 1228 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.18 0.19 0.09 0.37 0.38 0.04 0.16 0.17 0.07 0.17 0.18 Crit Moves: **** **** **** **** ******************************************************************************** K-313
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:40 Page 82-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #81 Grand Ave and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.829 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 59 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 171 722 108 237 1590 155 186 601 182 117 420 106 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 171 722 108 237 1590 155 186 601 182 117 420 106 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 171 722 108 237 1590 155 186 601 182 117 420 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 171 722 108 237 1590 155 186 601 182 117 420 106 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 171 722 108 237 1590 155 186 601 182 117 420 106 ------------|---------------||---------------||---------------||---------------| 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 1.54 0.46 1.00 1.60 0.40 Final Sat.: 1600 4375 625 1600 4574 426 1600 2556 744 1600 2655 645 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.17 0.17 0.15 0.35 0.36 0.12 0.24 0.24 0.07 0.16 0.16 Crit Moves: **** **** **** **** ******************************************************************************** K-314
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:41 Page 83-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #82 Grand Ave and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.763 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 45 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 47 472 92 224 1146 224 319 1332 128 151 579 126 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 472 92 224 1146 224 319 1332 128 151 579 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 47 472 92 224 1146 224 319 1332 128 151 579 126 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 47 472 92 224 1146 224 319 1332 128 151 579 126 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 47 472 92 224 1146 224 319 1332 128 151 579 126 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.51 0.49 1.00 2.51 0.49 1.00 2.74 0.26 1.00 2.46 0.54 Final Sat.: 1600 4217 783 1600 4215 785 1600 4579 421 1600 4142 858 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.11 0.12 0.14 0.27 0.29 0.20 0.29 0.30 0.09 0.14 0.15 Crit Moves: **** **** **** **** ******************************************************************************** K-315
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:42 Page 84-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #83 Grand Ave and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.528 Loss Time (sec): 0 Average Delay (sec/veh): xxxxxx Optimal Cycle: 48 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: 1 0 2 1 0 1 0 2 1 0 2 0 3 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 169 510 218 199 574 194 256 914 359 88 388 131 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 169 510 218 199 574 194 256 914 359 88 388 131 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 169 510 218 199 574 194 256 914 359 88 388 131 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 169 510 218 199 574 194 256 914 359 88 388 131 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 169 510 218 199 574 194 256 914 359 88 388 131 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 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 2.00 1.00 Final Sat.: 1600 3563 1437 1600 3788 1213 3200 5100 1600 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.14 0.15 0.12 0.15 0.16 0.08 0.18 0.22 0.03 0.11 0.08 Crit Moves: **** **** **** **** ******************************************************************************** K-316
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:43 Page 85-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #84 SR-55 NB Ramps and Dyer Rd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.530 Loss Time (sec): 5 Average Delay (sec/veh): 16.3 Optimal Cycle: 26 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: 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: 557 0 456 0 0 0 0 1533 613 0 719 433 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 557 0 456 0 0 0 0 1533 613 0 719 433 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: 557 0 456 0 0 0 0 1533 0 0 719 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 557 0 456 0 0 0 0 1533 0 0 719 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: 557 0 456 0 0 0 0 1533 0 0 719 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.: 2673 0 2501 0 0 0 0 5187 1900 0 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.21 0.00 0.18 0.00 0.00 0.00 0.00 0.30 0.00 0.00 0.14 0.00 Crit Moves: **** **** **** Green/Cycle: 0.39 0.00 0.39 0.00 0.00 0.00 0.00 0.56 0.00 0.00 0.56 0.00 Volume/Cap: 0.53 0.00 0.46 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0.25 0.00 Delay/Veh: 23.6 0.0 22.7 0.0 0.0 0.0 0.0 14.1 0.0 0.0 11.4 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: 23.6 0.0 22.7 0.0 0.0 0.0 0.0 14.1 0.0 0.0 11.4 0.0 LOS by Move: C A C A A A A B A A B A HCM2k85thQ: 13 0 11 0 0 0 0 16 0 0 6 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-317
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:44 Page 86-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM 4-Way Stop Method (Base Volume Alternative)
******************************************************************************** Intersection #85 Cambridge St and La Veta Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.799 Loss Time (sec): 5 Average Delay (sec/veh): 17.3 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: 160 204 0 0 480 245 117 0 187 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: 160 204 0 0 480 245 117 0 187 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: 160 204 0 0 480 245 117 0 187 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 160 204 0 0 480 245 117 0 187 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: 160 204 0 0 480 245 117 0 187 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.: 514 554 0 0 601 671 467 0 553 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.31 0.37 xxxx xxxx 0.80 0.37 0.25 xxxx 0.34 xxxx xxxx xxxx Crit Moves: **** **** **** Delay/Veh: 12.5 12.5 0.0 0.0 27.6 10.8 12.4 0.0 11.8 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.5 12.5 0.0 0.0 27.6 10.8 12.4 0.0 11.8 0.0 0.0 0.0 LOS by Move: B B * * D B B * B * * * ApproachDel: 12.5 21.9 12.0 xxxxxx Delay Adj: 1.00 1.00 1.00 xxxxx ApprAdjDel: 12.5 21.9 12.0 xxxxxx LOS by Appr: B C B * AllWayAvgQ: 0.4 0.5 0.0 0.0 3.2 0.5 0.3 0.0 0.4 0.0 0.0 0.0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-318
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:44 Page 87-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #86 Cambridge St and Fairhaven Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.559 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: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 515 0 166 80 216 0 0 247 192 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 515 0 166 80 216 0 0 247 192 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 515 0 166 80 216 0 0 247 192 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 515 0 166 80 216 0 0 247 192 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 515 0 166 80 216 0 0 247 192 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.13 0.87 Final Sat.: 0 0 0 1600 0 1600 1600 3400 0 0 1900 1400 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.32 0.00 0.10 0.05 0.06 0.00 0.00 0.13 0.14 Crit Moves: **** **** **** ******************************************************************************** K-319
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:45 Page 88-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #87 Mabury St and 1st Street
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.691 Loss Time (sec): 0 Average Delay (sec/veh): 28.3 Optimal Cycle: 74 Level Of Service: C ******************************************************************************** Street Name: Mabury 1st Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 0 1 1 0 1! 0 1 0 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 10 0 244 238 141 533 0 1062 11 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: 10 0 244 238 141 533 0 1062 11 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: 10 0 244 238 141 533 0 1062 11 46 701 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 0 244 238 141 533 0 1062 11 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: 10 0 244 238 141 533 0 1062 11 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 0.91 0.91 0.95 0.91 0.91 Lanes: 1.00 0.00 1.00 1.22 0.27 1.51 0.00 2.97 0.03 1.00 3.00 0.00 Final Sat.: 1805 0 1615 2097 458 2576 0 5129 53 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.00 0.15 0.11 0.31 0.21 0.00 0.21 0.21 0.03 0.14 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.22 0.00 0.22 0.45 0.45 0.45 0.00 0.30 0.30 0.04 0.34 0.00 Volume/Cap: 0.03 0.00 0.69 0.25 0.69 0.46 0.00 0.69 0.69 0.69 0.40 0.00 Delay/Veh: 30.7 0.0 41.8 17.4 23.8 19.6 0.0 32.3 32.3 74.4 25.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.7 0.0 41.8 17.4 23.8 19.6 0.0 32.3 32.3 74.4 25.6 0.0 LOS by Move: C A D B C B A C C E C A HCM2k85thQ: 0 0 13 6 21 12 0 18 18 4 9 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-320
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:47 Page 89-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #88 Tustin St and La Veta Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.521 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 25 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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: 8 333 96 74 1452 4 9 11 35 447 2 69 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 8 333 96 74 1452 4 9 11 35 447 2 69 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 8 333 96 74 1452 4 9 11 35 447 2 69 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 8 333 96 74 1452 4 9 11 35 447 2 69 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 8 333 96 74 1452 4 9 11 35 447 2 69 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 3926 1074 1600 4987 13 1600 1700 1600 3186 14 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.08 0.09 0.05 0.29 0.30 0.01 0.01 0.02 0.14 0.14 0.04 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ******************************************************************************** K-321
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:48 Page 90-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #89 Tustin St and SR-22 WB On-Ramp
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.734 Loss Time (sec): 5 Average Delay (sec/veh): 12.9 Optimal Cycle: 43 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: 656 610 0 0 1395 833 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: 656 610 0 0 1395 833 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: 656 610 0 0 1395 833 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 656 610 0 0 1395 833 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: 656 610 0 0 1395 833 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: 0.19 0.17 0.00 0.00 0.43 0.51 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
Green/Cycle: 0.26 0.95 0.00 0.00 0.69 0.69 0.00 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.73 0.18 0.00 0.00 0.61 0.73 0.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 37.3 0.2 0.0 0.0 8.4 10.5 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: 37.3 0.2 0.0 0.0 8.4 10.5 0.0 0.0 0.0 0.0 0.0 0.0 LOS by Move: D A A A A B A A A A A A HCM2k85thQ: 17 1 0 0 19 27 0 0 0 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-322
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:49 Page 91-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #90 Tustin St and SR-22 EB Off-Ramp / Seba Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.731 Loss Time (sec): 5 Average Delay (sec/veh): 24.2 Optimal Cycle: 43 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: 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: 0 996 5 22 1349 0 244 24 1051 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: 0 996 5 22 1349 0 244 24 1051 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: 0 996 5 22 1349 0 244 24 1051 6 0 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 996 5 22 1349 0 244 24 1051 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: 0 996 5 22 1349 0 244 24 1051 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 0.16 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 26 304 5187 0 1958 59 2954 204 0 1460 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.19 0.19 0.07 0.26 0.00 0.12 0.41 0.36 0.03 0.00 0.03 Crit Moves: **** **** **** Green/Cycle: 0.00 0.36 0.36 0.36 0.36 0.00 0.55 0.55 0.55 0.04 0.00 0.04 Volume/Cap: 0.00 0.54 0.54 0.20 0.73 0.00 0.22 0.73 0.64 0.73 0.00 0.73 Delay/Veh: 0.0 26.1 26.1 23.3 29.6 0.0 11.4 18.3 16.1 80.9 0.0 80.9 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 26.1 26.1 23.3 29.6 0.0 11.4 18.3 16.1 80.9 0.0 80.9 LOS by Move: A C C C C A B B B F A F HCM2k85thQ: 0 14 14 1 21 0 5 24 20 5 0 5 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-323
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:50 Page 92-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #91 Tustin Ave and Fairhaven Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.977 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 178 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 2 1 0 2 0 2 1 0 1 0 1 1 0 1 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 89 514 90 235 2026 40 68 258 444 306 338 442 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: 89 514 90 235 2026 40 68 258 444 306 338 442 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: 89 514 90 235 2026 40 68 258 444 306 338 442 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 514 90 235 2026 40 68 258 444 306 338 442 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: 89 514 90 235 2026 40 68 258 444 306 338 442 OvlAdjVol: 325 ------------|---------------||---------------||---------------||---------------| 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 4907 93 1600 1700 1600 1600 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.12 0.13 0.07 0.41 0.43 0.04 0.15 0.28 0.19 0.20 0.28 OvlAdjV/S: 0.20 Crit Moves: **** **** **** **** ******************************************************************************** K-324
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:51 Page 93-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #92 Tustin Ave and Santa Clara Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.866 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 71 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: 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: 73 397 74 127 2600 82 101 255 186 118 244 122 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: 73 397 74 127 2600 82 101 255 186 118 244 122 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: 73 397 74 127 2600 82 101 255 186 118 244 122 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 73 397 74 127 2600 82 101 255 186 118 244 122 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: 73 397 74 127 2600 82 101 255 186 118 244 122 ------------|---------------||---------------||---------------||---------------| 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 4246 754 3200 4853 147 1600 1950 1350 1600 2233 1067 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.09 0.10 0.04 0.54 0.56 0.06 0.13 0.14 0.07 0.11 0.11 Crit Moves: **** **** **** **** ******************************************************************************** K-325
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:51 Page 94-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #93 Tustin Ave and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.748 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 43 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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: 111 198 236 602 1737 19 187 738 126 488 770 188 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: 111 198 236 602 1737 19 187 738 126 488 770 188 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: 111 198 236 602 1737 19 187 738 126 488 770 188 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 111 198 236 602 1737 19 187 738 126 488 770 188 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: 111 198 236 602 1737 19 187 738 126 488 770 188 OvlAdjVol: 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.00 1.00 2.00 2.97 0.03 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 3400 1600 3200 4948 52 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.06 0.15 0.19 0.35 0.37 0.06 0.14 0.08 0.15 0.15 0.12 OvlAdjV/S: 0.00 0.00 Crit Moves: **** **** **** **** ******************************************************************************** K-326
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:52 Page 95-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #94 Tustin Ave and 4th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.701 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 37 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 2 0 2 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 48 245 219 664 845 262 114 676 28 103 579 376 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 48 245 219 664 845 262 114 676 28 103 579 376 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 48 245 219 664 845 262 114 676 28 103 579 376 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 48 245 219 664 845 262 114 676 28 103 579 376 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 48 245 219 664 845 262 114 676 28 103 579 376 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.88 0.12 1.00 2.00 1.00 Final Sat.: 1600 3400 1600 3200 3400 1600 1600 4809 191 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.07 0.14 0.21 0.25 0.16 0.07 0.14 0.15 0.06 0.17 0.24 Crit Moves: **** **** **** **** ******************************************************************************** K-327
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:53 Page 96-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #95 SR-55 SB Ramps / Auto Mall Dr and Edinger Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.558 Loss Time (sec): 5 Average Delay (sec/veh): 24.4 Optimal Cycle: 28 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: 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: 421 63 498 50 30 8 28 1104 408 399 940 123 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 421 63 498 50 30 8 28 1104 408 399 940 123 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: 421 63 498 50 30 8 28 1104 0 399 940 123 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 421 63 498 50 30 8 28 1104 0 399 940 123 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: 421 63 498 50 30 8 28 1104 0 399 940 123 ------------|---------------||---------------||---------------||---------------| 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.: 3167 474 2842 1805 1900 1615 1805 5187 1900 3502 4509 590 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.13 0.18 0.03 0.02 0.00 0.02 0.21 0.00 0.11 0.21 0.21 Crit Moves: **** **** **** **** Green/Cycle: 0.31 0.31 0.31 0.05 0.05 0.05 0.04 0.38 0.00 0.20 0.55 0.55 Volume/Cap: 0.42 0.42 0.56 0.56 0.32 0.10 0.38 0.56 0.00 0.56 0.38 0.38 Delay/Veh: 27.4 27.4 29.3 54.0 47.8 45.9 50.1 24.6 0.0 36.7 13.1 13.1 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: 27.4 27.4 29.3 54.0 47.8 45.9 50.1 24.6 0.0 36.7 13.1 13.1 LOS by Move: C C C D D D D C A D B B HCM2k85thQ: 9 9 12 4 2 1 2 15 0 10 11 11 ******************************************************************************** K-328
Attachment 8
Note: Queue reported is the number of cars per lane.
******************************************************************************** K-329
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:54 Page 97-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #96 SR-55 NB Ramps / Del Amo Ave and Newport Avenue ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.463 Loss Time (sec): 5 Average Delay (sec/veh): 24.0 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 1 2 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 227 60 38 14 344 504 253 153 146 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: 227 60 38 14 344 504 253 153 146 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: 227 60 38 14 344 504 253 153 146 8 223 4 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 227 60 38 14 344 504 253 153 146 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: 227 60 38 14 344 504 253 153 146 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 1.02 0.98 1.00 1.96 0.04 Final Sat.: 3502 3257 1629 1805 5187 1615 3502 1712 1634 1805 3536 63 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.02 0.02 0.01 0.07 0.31 0.07 0.09 0.09 0.00 0.06 0.06 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.49 0.49 0.16 0.52 0.67 0.16 0.28 0.28 0.01 0.14 0.14 Volume/Cap: 0.46 0.04 0.05 0.05 0.13 0.46 0.46 0.32 0.32 0.32 0.46 0.46 Delay/Veh: 40.2 13.1 13.1 35.3 12.5 8.0 39.0 28.8 28.8 56.2 40.5 40.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.2 13.1 13.1 35.3 12.5 8.0 39.0 28.8 28.8 56.2 40.5 40.5 LOS by Move: D B B D B A D C C E D D HCM2k85thQ: 6 1 1 1 3 11 6 6 6 1 6 6 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-330
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:55 Page 98-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #97 Red Hill Ave and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.569 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 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: 81 299 85 226 960 450 190 611 130 224 1085 152 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 81 299 85 226 960 450 190 611 130 224 1085 152 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 81 299 85 226 960 450 190 611 130 224 1085 152 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 81 299 85 226 960 450 190 611 130 224 1085 152 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 81 299 85 226 960 450 190 611 130 224 1085 152 OvlAdjVol: 355 89 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.03 0.06 0.05 0.07 0.19 0.28 0.06 0.12 0.08 0.07 0.21 0.10 OvlAdjV/S: 0.22 0.06 Crit Moves: **** **** **** **** ******************************************************************************** K-331
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:56 Page 99-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #98 Red Hill Ave and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.485 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 23 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: 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: 56 339 46 19 891 179 202 343 253 98 349 62 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 56 339 46 19 891 179 202 343 253 98 349 62 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 56 339 46 19 891 179 202 343 253 98 349 62 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 56 339 46 19 891 179 202 343 253 98 349 62 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 56 339 46 19 891 179 202 343 253 98 349 62 OvlAdjVol: 53 ------------|---------------||---------------||---------------||---------------| 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 5935 765 3200 4197 803 1600 3400 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.06 0.06 0.01 0.21 0.22 0.13 0.10 0.16 0.03 0.07 0.04 OvlAdjV/S: 0.03 Crit Moves: **** **** **** **** ******************************************************************************** K-332
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:57 Page 100-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #99 Red Hill Ave and Dyer Rd / barranca Pkwy ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.575 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: 127 316 104 199 876 115 118 710 281 578 645 126 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 316 104 199 876 115 118 710 281 578 645 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 127 316 104 199 876 115 118 710 281 578 645 126 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 127 316 104 199 876 115 118 710 281 578 645 126 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 127 316 104 199 876 115 118 710 281 578 645 126 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 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: 0.04 0.05 0.07 0.06 0.13 0.07 0.04 0.14 0.18 0.18 0.09 0.08 Crit Moves: **** **** **** **** ******************************************************************************** K-333
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:58 Page 101-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #100 Red Hill Ave and Alton Pkwy
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.524 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 25 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 2 0 1 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 174 512 321 251 1141 183 9 28 28 223 189 106 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 174 512 321 251 1141 183 9 28 28 223 189 106 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 174 512 321 251 1141 183 9 28 28 223 189 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 174 512 321 251 1141 183 9 28 28 223 189 106 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 174 512 321 251 1141 183 9 28 28 223 189 106 ------------|---------------||---------------||---------------||---------------| 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: 0.11 0.10 0.20 0.16 0.22 0.11 0.01 0.01 0.02 0.07 0.11 0.07 Crit Moves: **** **** **** **** ******************************************************************************** K-334
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:50:59 Page 102-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #101 Red Hill Ave and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.664 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 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: 64 569 10 208 537 492 1248 645 106 23 223 571 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 64 569 10 208 537 492 1248 645 106 23 223 571 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: 64 569 10 208 537 0 1248 645 106 23 223 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 64 569 10 208 537 0 1248 645 106 23 223 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: 64 569 10 208 537 0 1248 645 106 23 223 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: 0.02 0.12 0.12 0.07 0.11 0.00 0.39 0.13 0.07 0.01 0.04 0.00 Crit Moves: **** **** **** **** ******************************************************************************** K-335
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:00 Page 103-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #102 Red Hill Ave and Main St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.670 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: 2 0 2 0 1 2 0 2 0 1 2 0 2 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 162 556 361 67 313 108 139 1309 254 154 309 73 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 162 556 361 67 313 108 139 1309 254 154 309 73 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 162 556 361 67 313 108 139 1309 254 154 309 73 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 162 556 361 67 313 108 139 1309 254 154 309 73 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 162 556 361 67 313 108 139 1309 254 154 309 73 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.51 0.49 2.00 2.43 0.57 Final Sat.: 3200 3400 1600 3200 3400 1600 3200 4220 780 3200 4083 917 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.16 0.23 0.02 0.09 0.07 0.04 0.31 0.33 0.05 0.08 0.08 Crit Moves: **** **** **** **** ******************************************************************************** K-336
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:01 Page 104-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #103 I-5 SB Ramps and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.514 Loss Time (sec): 5 Average Delay (sec/veh): 17.4 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: 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 0 367 0 36 323 554 0 0 1130 330 Growth Adj: 1.00 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 0 367 0 36 323 554 0 0 1130 330 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 0 367 0 36 323 554 0 0 1130 330 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 367 0 36 323 554 0 0 1130 330 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 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 0 367 0 36 323 554 0 0 1130 330 ------------|---------------||---------------||---------------||---------------| 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 0.10 0.00 0.02 0.09 0.11 0.00 0.00 0.29 0.29 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.20 0.00 0.38 0.18 0.75 0.00 0.00 0.57 0.57 Volume/Cap: 0.00 0.00 0.00 0.51 0.00 0.06 0.51 0.14 0.00 0.00 0.51 0.51 Delay/Veh: 0.0 0.0 0.0 36.0 0.0 19.5 37.8 3.6 0.0 0.0 13.4 13.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 K-337
Attachment 8
AdjDel/Veh: 0.0 0.0 0.0 36.0 0.0 19.5 37.8 3.6 0.0 0.0 13.4 13.4 LOS by Move: A A A D A B D A A A B B HCM2k85thQ: 0 0 0 9 0 1 8 3 0 0 15 15 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-338
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:01 Page 105-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #104 Tustin Ranch Rd and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.475 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 23 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Ovl Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 2 0 0 0 1 2 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 265 0 33 18 238 0 0 1717 395 Growth Adj: 1.00 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 0 265 0 33 18 238 0 0 1717 395 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 0 265 0 33 18 238 0 0 1717 395 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 265 0 33 18 238 0 0 1717 395 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 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 0 265 0 33 18 238 0 0 1717 395 OvlAdjVol: 263 ------------|---------------||---------------||---------------||---------------| 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 0.08 0.00 0.02 0.01 0.05 0.00 0.00 0.34 0.25 OvlAdjV/S: 0.16 Crit Moves: **** **** **** ******************************************************************************** K-339
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:02 Page 106-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #105 Von Karman Ave and Barranca Pkwy
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.762 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 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: 107 142 85 119 1164 509 130 488 163 769 1263 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: 107 142 85 119 1164 509 130 488 163 769 1263 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: 107 142 85 119 1164 509 130 488 163 769 1263 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 107 142 85 119 1164 509 130 488 163 769 1263 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: 107 142 85 119 1164 509 130 488 163 769 1263 39 OvlAdjVol: 379
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 1.25 0.75 2.00 2.00 2.00 2.00 3.00 1.00 2.00 4.00 1.00 Final Sat.: 3200 2102 1198 3200 3400 3200 3200 5100 1600 3200 6800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.07 0.07 0.04 0.34 0.16 0.04 0.10 0.10 0.24 0.19 0.02 OvlAdjV/S: 0.12
Crit Moves: **** **** **** **** ******************************************************************************** K-340
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:03 Page 107-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #106 Red Hill Avenue and El Camino Real
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.706 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 38 Level Of Service: C ******************************************************************************** Street Name: Red Hill Avenue El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 1 0 2 1 0 1 0 1 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 306 785 253 18 1303 80 69 156 164 271 222 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: 306 785 253 18 1303 80 69 156 164 271 222 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: 306 785 253 18 1303 80 69 156 164 271 222 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 306 785 253 18 1303 80 69 156 164 271 222 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: 306 785 253 18 1303 80 69 156 164 271 222 16 ------------|---------------||---------------||---------------||---------------| 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 4722 278 1600 1700 1600 1600 1492 108 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.15 0.16 0.01 0.28 0.29 0.04 0.09 0.10 0.17 0.15 0.15 Crit Moves: **** **** **** **** ******************************************************************************** K-341
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:04 Page 108-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #107 Red Hill Avenue and I-5 NB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.670 Loss Time (sec): 5 Average Delay (sec/veh): 20.3 Optimal Cycle: 36 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: 327 1084 0 0 1263 475 0 0 0 228 0 261 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 327 1084 0 0 1263 475 0 0 0 228 0 261 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 327 1084 0 0 1263 475 0 0 0 228 0 261 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 327 1084 0 0 1263 475 0 0 0 228 0 261 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 327 1084 0 0 1263 475 0 0 0 228 0 261 ------------|---------------||---------------||---------------||---------------| 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 2278 0 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.18 0.21 0.00 0.00 0.24 0.29 0.00 0.00 0.00 0.10 0.00 0.16 Crit Moves: **** **** **** Green/Cycle: 0.27 0.71 0.00 0.00 0.44 0.44 0.00 0.00 0.00 0.24 0.00 0.24 Volume/Cap: 0.67 0.29 0.00 0.00 0.56 0.67 0.00 0.00 0.00 0.42 0.00 0.67 Delay/Veh: 36.1 5.4 0.0 0.0 21.1 24.8 0.0 0.0 0.0 32.5 0.0 38.8 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-342
Attachment 8
AdjDel/Veh: 36.1 5.4 0.0 0.0 21.1 24.8 0.0 0.0 0.0 32.5 0.0 38.8 LOS by Move: D A A A C C A A A C A D HCM2k85thQ: 15 7 0 0 16 19 0 0 0 5 0 13 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-343
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:05 Page 109-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #108 Red Hill Avenue and I-5 SB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.784 Loss Time (sec): 5 Average Delay (sec/veh): 22.0 Optimal Cycle: 51 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 1243 550 385 1105 0 168 4 309 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: 0 1243 550 385 1105 0 168 4 309 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: 0 1243 550 385 1105 0 168 4 309 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1243 550 385 1105 0 168 4 309 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: 0 1243 550 385 1105 0 168 4 309 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 0.18 0.34 0.21 0.21 0.00 0.10 0.10 0.19 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.43 0.43 0.27 0.71 0.00 0.24 0.24 0.24 0.00 0.00 0.00 Volume/Cap: 0.00 0.41 0.78 0.78 0.30 0.00 0.39 0.39 0.78 0.00 0.00 0.00 Delay/Veh: 0.0 19.6 30.1 41.8 5.5 0.0 32.2 32.2 45.3 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 19.6 30.1 41.8 5.5 0.0 32.2 32.2 45.3 0.0 0.0 0.0 LOS by Move: A B C D A A C C D A A A HCM2k85thQ: 0 11 24 19 7 0 7 7 16 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-344
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:06 Page 110-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #109 Red Hill Avenue and Nisson Road
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.653 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: 17 1298 24 152 1144 120 242 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: 17 1298 24 152 1144 120 242 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: 17 1298 24 152 1144 120 242 59 48 49 26 215 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 1298 24 152 1144 120 242 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: 17 1298 24 152 1144 120 242 59 48 49 26 215 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.93 0.07 1.00 2.72 0.28 1.00 0.55 0.45 1.00 0.11 0.89 Final Sat.: 1600 6584 116 1600 4544 456 1600 882 718 1600 173 1427 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.20 0.21 0.10 0.25 0.26 0.15 0.07 0.07 0.03 0.15 0.15 Crit Moves: **** **** **** **** ******************************************************************************** K-345
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:07 Page 111-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #110 Red Hill Avenue and Walnut Avenue
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.684 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 35 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 99 104 1046 117 160 398 392 192 254 121 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 135 525 99 104 1046 117 160 398 392 192 254 121 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 135 525 99 104 1046 117 160 398 392 192 254 121 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 135 525 99 104 1046 117 160 398 392 192 254 121 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 135 525 99 104 1046 117 160 398 392 192 254 121 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 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 1712 1588 3200 2267 1033 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.12 0.13 0.07 0.23 0.24 0.10 0.23 0.25 0.06 0.11 0.12 Crit Moves: **** **** **** **** ******************************************************************************** K-346
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:08 Page 112-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #111 Red Hill Avenue and Valencia Avenue
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.544 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 26 Level Of Service: A ******************************************************************************** Street Name: Red Hill Avenue Valencia Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 1 0 1 0 2 1 0 1 0 1 0 1 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 77 325 105 120 1032 69 20 139 54 252 346 122 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: 77 325 105 120 1032 69 20 139 54 252 346 122 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: 77 325 105 120 1032 69 20 139 54 252 346 122 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 77 325 105 120 1032 69 20 139 54 252 346 122 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: 77 325 105 120 1032 69 20 139 54 252 346 122 OvlAdjVol: 0 2 ------------|---------------||---------------||---------------||---------------| 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 5137 1563 1600 4699 301 1600 1700 1600 3200 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.06 0.07 0.08 0.22 0.23 0.01 0.08 0.03 0.08 0.20 0.08 OvlAdjV/S: 0.00 0.00 Crit Moves: **** **** **** **** ******************************************************************************** K-347
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:08 Page 113-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #112 Tustin Ranch Road and Warner Avenue North ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.426 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 21 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: 0 272 263 456 1289 0 0 0 0 591 0 174 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 272 263 456 1289 0 0 0 0 591 0 174 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 272 263 456 1289 0 0 0 0 591 0 174 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 272 263 456 1289 0 0 0 0 591 0 174 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 272 263 456 1289 0 0 0 0 591 0 174 OvlAdjVol: 66 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 0.05 0.16 0.14 0.25 0.00 0.00 0.00 0.00 0.12 0.00 0.05 OvlAdjV/S: 0.04 0.00 Crit Moves: **** **** **** ******************************************************************************** K-348
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:09 Page 114-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #113 Tustin Ranch Road and Walnut Avenue
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.193 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: 123 756 377 1045 2921 389 702 917 554 231 341 288 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 123 756 377 1045 2921 389 702 917 554 231 341 288 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 123 756 377 1045 2921 389 702 917 554 231 341 288 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 123 756 377 1045 2921 389 702 917 554 231 341 288 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 123 756 377 1045 2921 389 702 917 554 231 341 288 OvlAdjVol: 262 38 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: 0.04 0.15 0.24 0.33 0.57 0.24 0.22 0.44 0.46 0.07 0.10 0.18 OvlAdjV/S: 0.16 0.02 0.00 Crit Moves: **** **** **** **** ******************************************************************************** K-349
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:10 Page 115-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #114 SR-55 SB Ramps and Irvine Boulevard
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.970 Loss Time (sec): 5 Average Delay (sec/veh): 23.2 Optimal Cycle: 165 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 62 0 68 0 575 1032 425 1063 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 62 0 68 0 575 1032 425 1063 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 62 0 68 0 575 1032 425 1063 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 62 0 68 0 575 1032 425 1063 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 62 0 68 0 575 1032 425 1063 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.88 1.00 0.77 1.00 0.82 0.82 0.95 0.91 1.00 Lanes: 0.00 0.00 0.00 1.44 0.00 1.56 0.00 2.00 1.00 1.00 3.00 0.00 Final Sat.: 0 0 0 2415 0 2277 0 3126 1563 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.03 0.00 0.03 0.00 0.18 0.66 0.24 0.20 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.03 0.00 0.05 0.00 0.68 0.68 0.24 0.92 0.00 Volume/Cap: 0.00 0.00 0.00 0.86 0.00 0.58 0.00 0.27 0.97 0.97 0.22 0.00 Delay/Veh: 0.0 0.0 0.0 84.9 0.0 50.0 0.0 6.3 30.4 72.4 0.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 84.9 0.0 50.0 0.0 6.3 30.4 72.4 0.4 0.0 LOS by Move: A A A F A D A A C E A A K-350
Attachment 8
HCM2k85thQ: 0 0 0 5 0 4 0 6 54 27 2 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-351
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2020 NP AM Peak Hour Thu Oct 22, 2020 13:51:11 Page 116-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #115 SR-55 NB Ramps and Irvine Boulevard
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.797 Loss Time (sec): 5 Average Delay (sec/veh): 19.8 Optimal Cycle: 54 Level Of Service: B ******************************************************************************** Street Name: SR-55 NB Ramps Irvine Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1! 0 1 0 0 0 0 0 1 0 3 0 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 410 0 394 0 0 0 187 444 0 0 1079 750 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 410 0 394 0 0 0 187 444 0 0 1079 750 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 410 0 394 0 0 0 187 444 0 0 1079 750 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 410 0 394 0 0 0 187 444 0 0 1079 750 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 410 0 394 0 0 0 187 444 0 0 1079 750 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.75 1.00 0.74 1.00 1.00 1.00 0.95 0.91 1.00 1.00 0.85 0.85 Lanes: 1.51 0.00 1.49 0.00 0.00 0.00 1.00 3.00 0.00 0.00 2.00 1.00 Final Sat.: 2135 0 2095 0 0 0 1805 5187 0 0 3247 1624 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.19 0.00 0.19 0.00 0.00 0.00 0.10 0.09 0.00 0.00 0.33 0.46 Crit Moves: **** **** **** Green/Cycle: 0.24 0.00 0.48 0.00 0.00 0.00 0.13 0.71 0.00 0.00 0.58 0.58 Volume/Cap: 0.80 0.00 0.39 0.00 0.00 0.00 0.80 0.12 0.00 0.00 0.57 0.80 Delay/Veh: 40.3 0.0 16.7 0.0 0.0 0.0 59.3 4.6 0.0 0.0 13.5 18.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.3 0.0 16.7 0.0 0.0 0.0 59.3 4.6 0.0 0.0 13.5 18.5 LOS by Move: D A B A A A E A A A B B HCM2k85thQ: 15 0 8 0 0 0 12 2 0 0 18 31 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-352
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-353
Attachment 8
APPENDIX D.2
ANALYSIS WORKSHEETS –
2020 NP (PM Peak Hour)

K-354
Attachment 8
2020 NP PM Peak Hour Thu Oct 22, 2020 13:52:47 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Scenario Report
Scenario: 2020 NP PM Peak Hour
Command: Default Command
Volume: 2020 NP PM
Geometry: NP
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-355
Attachment 8
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:05 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 D xxxxx 0.865 D xxxxx 0.865 + 0.000 V/C # 2 Euclid St and McFadden Ave D xxxxx 0.833 D xxxxx 0.833 + 0.000 V/C # 3 Euclid St and Edinger Ave C xxxxx 0.787 C xxxxx 0.787 + 0.000 V/C # 4 Newhope St and Hazard Ave B xxxxx 0.642 B xxxxx 0.642 + 0.000 V/C # 5 Newhope St and McFadden Ave D xxxxx 0.838 D xxxxx 0.838 + 0.000 V/C # 6 Harbor Blvd and SR-22 WB Off-R C 23.6 0.703 C 23.6 0.703 + 0.000 D/V # 7 Trask Avenue and SR-22 EB On-R B 12.4 0.448 B 12.4 0.448 + 0.000 D/V # 8 Harbor Blvd and Westminster Av C xxxxx 0.792 C xxxxx 0.792 + 0.000 V/C # 9 Harbor Blvd and 1st St D xxxxx 0.833 D xxxxx 0.833 + 0.000 V/C # 10 Harbor Blvd and McFadden Ave D xxxxx 0.809 D xxxxx 0.809 + 0.000 V/C # 11 Harbor Blvd and Edinger Ave B xxxxx 0.697 B xxxxx 0.697 + 0.000 V/C # 12 Harbor Blvd and Warner Ave F xxxxx 1.581 F xxxxx 1.581 + 0.000 V/C # 13 Harbor Blvd and Segerstrom Ave D xxxxx 0.897 D xxxxx 0.897 + 0.000 V/C # 14 MacArthur Blvd and Hyland Ave E xxxxx 0.917 E xxxxx 0.917 + 0.000 V/C # 15 MacArthur Blvd and Harbor Blvd D xxxxx 0.819 D xxxxx 0.819 + 0.000 V/C # 16 Harbor Blvd and Sunflower Ave C xxxxx 0.780 C xxxxx 0.780 + 0.000 V/C # 17 Harbor Blvd and I-405 WB Off-R C 22.9 0.812 C 22.9 0.812 + 0.000 D/V # 18 Harbor Blvd and I-405 EB Off-R B 16.2 0.630 B 16.2 0.630 + 0.000 D/V # 19 Fairview St and Civic Center D B xxxxx 0.662 B xxxxx 0.662 + 0.000 V/C # 20 Fairview St and 1st St D xxxxx 0.883 D xxxxx 0.883 + 0.000 V/C # 21 Fairview St and McFadden Ave C xxxxx 0.798 C xxxxx 0.798 + 0.000 V/C # 22 Fairview St and Edinger Ave D xxxxx 0.811 D xxxxx 0.811 + 0.000 V/C # 23 Fairview St and Warner Ave D xxxxx 0.845 D xxxxx 0.845 + 0.000 V/C # 24 Fairview St and MacArthur Blvd D xxxxx 0.826 D xxxxx 0.826 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-356
Attachment 8
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:06 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 C xxxxx 0.708 C xxxxx 0.708 + 0.000 V/C # 26 Greenville St and Edinger Ave A xxxxx 0.586 A xxxxx 0.586 + 0.000 V/C # 27 Greenville St and Segerstrom A B xxxxx 0.686 B xxxxx 0.686 + 0.000 V/C # 28 Raitt St and McFadden Ave C xxxxx 0.722 C xxxxx 0.722 + 0.000 V/C # 29 Raitt St and Edinger Ave D xxxxx 0.864 D xxxxx 0.864 + 0.000 V/C # 30 Bear St and MacArthur Blvd D xxxxx 0.868 D xxxxx 0.868 + 0.000 V/C # 31 Bristol St and 17th St B xxxxx 0.692 B xxxxx 0.692 + 0.000 V/C # 32 Bristol St and Civic Center Dr D xxxxx 0.832 D xxxxx 0.832 + 0.000 V/C # 33 Bristol St and Santa Ana Blvd B xxxxx 0.657 B xxxxx 0.657 + 0.000 V/C # 34 Bristol St and 1st St C xxxxx 0.779 C xxxxx 0.779 + 0.000 V/C # 35 Bristol St and McFadden Ave C xxxxx 0.752 C xxxxx 0.752 + 0.000 V/C # 36 Bristol St and Warner Ave C xxxxx 0.790 C xxxxx 0.790 + 0.000 V/C # 37 Bristol St and Segerstrom Ave E xxxxx 0.909 E xxxxx 0.909 + 0.000 V/C # 38 Bristol St and Alton Ave B xxxxx 0.686 B xxxxx 0.686 + 0.000 V/C # 39 Bristol St and MacArthur Blvd D xxxxx 0.812 D xxxxx 0.812 + 0.000 V/C # 40 Bristol St and Sunflower Ave B xxxxx 0.689 B xxxxx 0.689 + 0.000 V/C # 41 Bristol St and I-405 WB Ramps C 28.2 0.829 C 28.2 0.829 + 0.000 D/V # 42 Bristol St and I-405 EB Ramps B 18.4 0.595 B 18.4 0.595 + 0.000 D/V # 43 Flower St and Santa Ana Blvd A xxxxx 0.571 A xxxxx 0.571 + 0.000 V/C # 44 Flower St and 1st St C xxxxx 0.752 C xxxxx 0.752 + 0.000 V/C # 45 Flower St and McFadden Ave E xxxxx 0.920 E xxxxx 0.920 + 0.000 V/C # 46 Flower St and Segerstrom Ave D xxxxx 0.897 D xxxxx 0.897 + 0.000 V/C # 47 Flower St and MacArthur Blvd E xxxxx 0.906 E xxxxx 0.906 + 0.000 V/C # 48 Main St and La Veta Ave B xxxxx 0.628 B xxxxx 0.628 + 0.000 V/C # 49 Main St and Mainplace Dr / Mem A xxxxx 0.471 A xxxxx 0.471 + 0.000 V/C # 50 Main St and 17th St C xxxxx 0.732 C xxxxx 0.732 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-357
Attachment 8
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:07 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 0.801 D xxxxx 0.801 + 0.000 V/C # 52 Main St and Santa Ana Blvd B xxxxx 0.607 B xxxxx 0.607 + 0.000 V/C # 53 Main St and 4th St A xxxxx 0.537 A xxxxx 0.537 + 0.000 V/C # 54 Main St and 1st St C xxxxx 0.799 C xxxxx 0.799 + 0.000 V/C # 55 Main St and McFadden Ave D xxxxx 0.845 D xxxxx 0.845 + 0.000 V/C # 56 Main St and Edinger Ave D xxxxx 0.847 D xxxxx 0.847 + 0.000 V/C # 57 Main St and MacArthur Blvd C xxxxx 0.777 C xxxxx 0.777 + 0.000 V/C # 58 Penn Wy and 17th St C 20.7 0.770 C 20.7 0.770 + 0.000 D/V # 59 I-5 NB Off Ramps/17th Street B 19.5 0.589 B 19.5 0.589 + 0.000 D/V # 60 Penn Wy and I-5 SB Ramps C 22.0 0.423 C 22.0 0.423 + 0.000 D/V # 61 Santiago St and Civic Center D C 17.1 0.674 C 17.1 0.674 + 0.000 V/C # 62 Santiago St and Santa Ana Blvd A xxxxx 0.569 A xxxxx 0.569 + 0.000 V/C # 64 Standard Ave and 1st St D xxxxx 0.842 D xxxxx 0.842 + 0.000 V/C # 65 Standard Ave and Mcfadden Ave B xxxxx 0.682 B xxxxx 0.682 + 0.000 V/C # 66 Halladay St and Warner Ave B xxxxx 0.677 B xxxxx 0.677 + 0.000 V/C # 67 Halladay St and Dyer Rd C xxxxx 0.784 C xxxxx 0.784 + 0.000 V/C # 68 SR-55 SB Ramps and MacArthur B B 17.3 0.569 B 17.3 0.569 + 0.000 D/V # 69 SR-55 NB Ramps and MacArthur B B 14.8 0.497 B 14.8 0.497 + 0.000 D/V # 70 SR-55 SB Ramps and Dyer Rd C 25.7 0.669 C 25.7 0.669 + 0.000 D/V # 71 Glassell St and La Veta Ave B xxxxx 0.620 B xxxxx 0.620 + 0.000 V/C # 72 Glassell St and SR-22 WB Ramps C 24.8 0.766 C 24.8 0.766 + 0.000 D/V # 73 Grand Ave / Glassell St and SR C 26.5 0.812 C 26.5 0.812 + 0.000 D/V # 74 Grand Ave and Fairhaven Ave B xxxxx 0.675 B xxxxx 0.675 + 0.000 V/C # 75 Grand Ave and Santa Clara Ave C xxxxx 0.748 C xxxxx 0.748 + 0.000 V/C # 76 Grand Ave and 17th St D xxxxx 0.828 D xxxxx 0.828 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-358
Attachment 8
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:08 Page 2-4 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 77 Grand Ave and I-5 NB Ramps A 10.0 0.518 A 10.0 0.518 + 0.000 D/V # 78 Grand Ave and Santa Ana Blvd C 21.1 0.605 C 21.1 0.605 + 0.000 D/V # 79 Grand Ave and 1st St C xxxxx 0.793 C xxxxx 0.793 + 0.000 V/C # 80 Grand Ave and Chestnut Ave B xxxxx 0.615 B xxxxx 0.615 + 0.000 V/C # 81 Grand Ave and McFadden Ave C xxxxx 0.759 C xxxxx 0.759 + 0.000 V/C # 82 Grand Ave and Edinger Ave E xxxxx 0.909 E xxxxx 0.909 + 0.000 V/C # 83 Grand Ave and Warner Ave C xxxxx 0.704 C xxxxx 0.704 + 0.000 V/C # 84 SR-55 NB Ramps and Dyer Rd A 5.7 0.376 A 5.7 0.376 + 0.000 D/V # 85 Cambridge St and La Veta Ave B 12.5 0.459 B 12.5 0.459 + 0.000 V/C # 86 Cambridge St and Fairhaven Ave A xxxxx 0.488 A xxxxx 0.488 + 0.000 V/C # 87 Mabury St and 1st Street C 26.1 0.703 C 26.1 0.703 + 0.000 D/V # 88 Tustin St and La Veta Ave A xxxxx 0.444 A xxxxx 0.444 + 0.000 V/C # 89 Tustin St and SR-22 WB On-Ramp B 12.1 0.446 B 12.1 0.446 + 0.000 D/V # 90 Tustin St and SR-22 EB Off-Ram C 23.7 0.719 C 23.7 0.719 + 0.000 D/V # 91 Tustin Ave and Fairhaven Ave B xxxxx 0.614 B xxxxx 0.614 + 0.000 V/C # 92 Tustin Ave and Santa Clara Ave B xxxxx 0.647 B xxxxx 0.647 + 0.000 V/C # 93 Tustin Ave and 17th St C xxxxx 0.717 C xxxxx 0.717 + 0.000 V/C # 94 Tustin Ave and 4th St B xxxxx 0.692 B xxxxx 0.692 + 0.000 V/C # 95 SR-55 SB Ramps / Auto Mall Dr C 25.1 0.583 C 25.1 0.583 + 0.000 D/V # 96 SR-55 NB Ramps / Del Amo Ave a C 27.4 0.525 C 27.4 0.525 + 0.000 D/V # 97 Red Hill Ave and Edinger Ave B xxxxx 0.667 B xxxxx 0.667 + 0.000 V/C # 98 Red Hill Ave and Warner Ave A xxxxx 0.588 A xxxxx 0.588 + 0.000 V/C # 99 Red Hill Ave and Dyer Rd / bar A xxxxx 0.563 A xxxxx 0.563 + 0.000 V/C #100 Red Hill Ave and Alton Pkwy B xxxxx 0.671 B xxxxx 0.671 + 0.000 V/C #101 Red Hill Ave and MacArthur Blv B xxxxx 0.657 B xxxxx 0.657 + 0.000 V/C #102 Red Hill Ave and Main St C xxxxx 0.774 C xxxxx 0.774 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-359
Attachment 8
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:09 Page 2-5 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
#103 I-5 SB Ramps and Santa Ana Blv B 18.9 0.431 B 18.9 0.431 + 0.000 D/V #104 Tustin Ranch Rd and Warner Ave B xxxxx 0.606 B xxxxx 0.606 + 0.000 V/C #105 Von Karman Ave and Barranca Pk D xxxxx 0.874 D xxxxx 0.874 + 0.000 V/C #106 Red Hill Avenue and El Camino B xxxxx 0.624 B xxxxx 0.624 + 0.000 V/C #107 Red Hill Avenue and I-5 NB Ram C 23.3 0.626 C 23.3 0.626 + 0.000 D/V #108 Red Hill Avenue and I-5 SB Ram C 22.8 0.708 C 22.8 0.708 + 0.000 D/V #109 Red Hill Avenue and Nisson Roa C xxxxx 0.702 C xxxxx 0.702 + 0.000 V/C #110 Red Hill Avenue and Walnut Ave C xxxxx 0.785 C xxxxx 0.785 + 0.000 V/C #111 Red Hill Avenue and Valencia A A xxxxx 0.549 A xxxxx 0.549 + 0.000 V/C #112 Tustin Ranch Road and Warner A C xxxxx 0.757 C xxxxx 0.757 + 0.000 V/C #113 Tustin Ranch Road and Walnut A F xxxxx 1.630 F xxxxx 1.630 + 0.000 V/C #114 SR-55 SB Ramps and Irvine Boul C 21.5 0.794 C 21.5 0.794 + 0.000 D/V #115 SR-55 NB Ramps and Irvine Boul B 19.5 0.809 B 19.5 0.809 + 0.000 D/V Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-360
Attachment 8
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:09 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): 0.865 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 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: 159 1477 119 185 1053 199 212 678 106 217 909 217 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 159 1477 119 185 1053 199 212 678 106 217 909 217 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 159 1477 119 185 1053 199 212 678 106 217 909 217 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 159 1477 119 185 1053 199 212 678 106 217 909 217 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 159 1477 119 185 1053 199 212 678 106 217 909 217 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.78 0.22 1.00 2.52 0.48 1.00 2.59 0.41 1.00 2.42 0.58 Final Sat.: 1600 4642 358 1600 4237 763 1600 4351 649 1600 4075 925 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.32 0.33 0.12 0.25 0.26 0.13 0.16 0.16 0.14 0.22 0.23 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-361
Attachment 8
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:10 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): 0.833 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 60 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: 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: 175 1426 92 110 1354 164 183 419 185 127 532 246 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: 175 1426 92 110 1354 164 183 419 185 127 532 246 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: 175 1426 92 110 1354 164 183 419 185 127 532 246 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 175 1426 92 110 1354 164 183 419 185 127 532 246 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: 175 1426 92 110 1354 164 183 419 185 127 532 246 ------------|---------------||---------------||---------------||---------------| 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 4709 291 1600 4481 519 1600 2320 980 1600 2288 1012 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.30 0.32 0.07 0.30 0.32 0.11 0.18 0.19 0.08 0.23 0.24 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-362
Attachment 8
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:11 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): 0.787 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 Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 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: 526 1572 112 122 803 204 161 622 186 91 840 136 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: 526 1572 112 122 803 204 161 622 186 91 840 136 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: 526 1572 112 122 803 204 161 622 186 91 840 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 526 1572 112 122 803 204 161 622 186 91 840 136 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: 526 1572 112 122 803 204 161 622 186 91 840 136 ------------|---------------||---------------||---------------||---------------| 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 4681 319 3200 4028 972 1600 3400 1600 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.16 0.34 0.35 0.04 0.20 0.21 0.10 0.18 0.12 0.06 0.25 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-363
Attachment 8
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:12 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): 0.642 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: Prot+Permit Prot+Permit Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 116 1281 50 49 1038 124 108 214 131 32 202 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: 116 1281 50 49 1038 124 108 214 131 32 202 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: 116 1281 50 49 1038 124 108 214 131 32 202 58 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 116 1281 50 49 1038 124 108 214 131 32 202 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: 116 1281 50 49 1038 124 108 214 131 32 202 58 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.05 1.00 1.00 1.04 1.00 Lanes: 1.00 1.92 0.08 1.00 1.79 0.21 1.00 1.24 0.76 1.00 1.55 0.45 Final Sat.: 1600 3180 120 1600 2959 341 1600 2085 1215 1600 2586 714 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.40 0.42 0.03 0.35 0.36 0.07 0.10 0.11 0.02 0.08 0.08 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-364
Attachment 8
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:12 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): 0.838 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 61 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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: 202 1084 190 164 733 142 81 496 72 107 589 168 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: 202 1084 190 164 733 142 81 496 72 107 589 168 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: 202 1084 190 164 733 142 81 496 72 107 589 168 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 202 1084 190 164 733 142 81 496 72 107 589 168 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: 202 1084 190 164 733 142 81 496 72 107 589 168 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 1.70 0.30 1.00 1.68 0.32 1.00 1.75 0.25 1.00 1.56 0.44 Final Sat.: 1600 2823 477 1600 2781 519 1600 2894 406 1600 2590 710 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.38 0.40 0.10 0.26 0.27 0.05 0.17 0.18 0.07 0.23 0.24 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-365
Attachment 8
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:13 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): 0.703 Loss Time (sec): 5 Average Delay (sec/veh): 23.6 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 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: 88 1992 0 0 1519 49 93 0 78 593 80 170 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: 88 1992 0 0 1519 49 93 0 78 593 80 170 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: 88 1992 0 0 1519 49 93 0 78 593 80 170 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 1992 0 0 1519 49 93 0 78 593 80 170 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: 88 1992 0 0 1519 49 93 0 78 593 80 170 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 1.00 1.00 0.91 0.91 0.91 1.00 0.91 0.96 0.96 0.85 Lanes: 1.00 3.00 0.00 0.00 2.91 0.09 0.54 0.00 0.46 1.76 0.24 1.00 Final Sat.: 1805 5187 0 0 5000 161 944 0 792 3208 433 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.38 0.00 0.00 0.30 0.30 0.10 0.00 0.10 0.18 0.18 0.11 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.55 0.00 0.00 0.47 0.47 0.14 0.00 0.14 0.26 0.26 0.26 Volume/Cap: 0.64 0.70 0.00 0.00 0.64 0.64 0.70 0.00 0.70 0.70 0.70 0.40 Delay/Veh: 55.1 17.5 0.0 0.0 20.7 20.7 49.9 0.0 49.9 35.7 35.7 31.0 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: 55.1 17.5 0.0 0.0 20.7 20.7 49.9 0.0 49.9 35.7 35.7 31.0 LOS by Move: E B A A C C D A D D D C HCM2k85thQ: 6 25 0 0 21 21 10 0 10 16 16 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-366
Attachment 8
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:14 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): 0.448 Loss Time (sec): 5 Average Delay (sec/veh): 12.4 Optimal Cycle: 23 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 0 838 628 0 0 606 57 Growth Adj: 1.00 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 0 838 628 0 0 606 57 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 0 838 628 0 0 606 57 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 838 628 0 0 606 57 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 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 0 838 628 0 0 606 57 ------------|---------------||---------------||---------------||---------------| 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 3257 306 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.24 0.33 0.00 0.00 0.19 0.19 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.95 0.00 0.00 0.42 0.42 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.35 0.00 0.00 0.45 0.45 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 14.4 0.3 0.0 0.0 21.2 21.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 14.4 0.3 0.0 0.0 21.2 21.2 LOS by Move: A A A A A A B A A A C C HCM2k85thQ: 0 0 0 0 0 0 12 3 0 0 12 12 ******************************************************************************** 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-367
Attachment 8
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:15 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): 0.792 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: 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 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 276 1374 325 207 1430 165 187 667 32 230 797 181 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 276 1374 325 207 1430 165 187 667 32 230 797 181 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 276 1374 325 207 1430 165 187 667 32 230 797 181 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 276 1374 325 207 1430 165 187 667 32 230 797 181 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 276 1374 325 207 1430 165 187 667 32 230 797 181 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 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 4780 220 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.17 0.27 0.20 0.13 0.28 0.10 0.12 0.14 0.15 0.14 0.16 0.11 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-368
Attachment 8
2020 NP PM Peak Hour Thu Oct 22, 2020 13:56:15 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): 0.833 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 60 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected 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: 287 1480 164 278 1218 164 188 766 145 230 1073 175 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 287 1480 164 278 1218 164 188 766 145 230 1073 175 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 287 1480 164 278 1218 164 188 766 145 230 1073 175 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 287 1480 164 278 1218 164 188 766 145 230 1073 175 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 287 1480 164 278 1218 164 188 766 145 230 1073 175 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

Orange City CouncilMarch 10, 2026

Orange City Council
March 10, 2026