Vol/Sat: 0.03 0.17 0.17 0.10 0.39 0.40 0.03 0.26 0.27 0.13 0.19 0.20 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-769
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2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:36 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): 0.704 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: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 34 309 49 69 528 72 52 313 40 60 190 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: 34 309 49 69 528 72 52 313 40 60 190 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: 34 309 49 69 528 72 52 313 40 60 190 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 34 309 49 69 528 72 52 313 40 60 190 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: 34 309 49 69 528 72 52 313 40 60 190 34 ------------|---------------||---------------||---------------||---------------| 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 0.86 0.14 1.00 0.88 0.12 1.00 0.89 0.11 1.00 0.85 0.15 Final Sat.: 1600 1381 219 1600 1408 192 1600 1419 181 1600 1357 243 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.02 0.22 0.22 0.04 0.38 0.38 0.03 0.22 0.22 0.04 0.14 0.14 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-770
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2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:37 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): 0.926 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 105 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 85 228 82 80 376 45 330 2016 290 127 992 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: 85 228 82 80 376 45 330 2016 290 127 992 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: 85 228 82 80 376 45 330 2016 290 127 992 59 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 85 228 82 80 376 45 330 2016 290 127 992 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: 85 228 82 80 376 45 330 2016 290 127 992 59 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.05 1.00 1.00 1.04 1.00 Lanes: 1.00 0.74 0.26 1.00 0.89 0.11 1.00 2.62 0.38 1.00 2.83 0.17 Final Sat.: 1600 1177 423 1600 1429 171 1600 4396 604 1600 4731 269 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.05 0.19 0.19 0.05 0.26 0.26 0.21 0.46 0.48 0.08 0.21 0.22 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-771
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2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:37 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): 0.756 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 2 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 61 210 89 192 728 289 99 1690 116 103 1735 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: 61 210 89 192 728 289 99 1690 116 103 1735 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: 61 210 89 192 728 289 99 1690 116 103 1735 147 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 61 210 89 192 728 289 99 1690 116 103 1735 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: 61 210 89 192 728 289 99 1690 116 103 1735 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 1.06 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: 0.04 0.06 0.06 0.12 0.21 0.18 0.06 0.36 0.38 0.06 0.38 0.39 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-772
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2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:38 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): 0.853 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 66 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include 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: 241 1241 210 449 1845 243 341 1015 164 386 886 293 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 241 1241 210 449 1845 243 341 1015 164 386 886 293 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 241 1241 210 449 1845 243 341 1015 164 386 886 293 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 241 1241 210 449 1845 243 341 1015 164 386 886 293 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 241 1241 210 449 1845 243 341 1015 164 386 886 293 OvlAdjVol: 69 ------------|---------------||---------------||---------------||---------------| 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 4332 668 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.08 0.24 0.13 0.14 0.36 0.15 0.11 0.23 0.25 0.12 0.17 0.18 OvlAdjV/S: 0.04 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-773
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2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:39 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): 0.931 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 109 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 129 1141 101 396 1597 100 80 404 50 145 481 100 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: 129 1141 101 396 1597 100 80 404 50 145 481 100 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: 129 1141 101 396 1597 100 80 404 50 145 481 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 129 1141 101 396 1597 100 80 404 50 145 481 100 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: 129 1141 101 396 1597 100 80 404 50 145 481 100 ------------|---------------||---------------||---------------||---------------| 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 1.04 1.00 Lanes: 1.00 2.76 0.24 1.00 2.82 0.18 1.00 0.89 0.11 1.00 1.66 0.34 Final Sat.: 1600 4610 390 1600 4717 283 1600 1424 176 1600 2749 551 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.08 0.25 0.26 0.25 0.34 0.35 0.05 0.28 0.28 0.09 0.17 0.18 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-774
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2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:39 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): 0.721 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 40 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 68 1482 206 172 1891 51 54 264 23 52 129 22 Growth Adj: 1.00 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 1482 206 172 1891 51 54 264 23 52 129 22 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 1482 206 172 1891 51 54 264 23 52 129 22 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 68 1482 206 172 1891 51 54 264 23 52 129 22 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 68 1482 206 172 1891 51 54 264 23 52 129 22 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.63 0.37 1.00 2.92 0.08 1.00 0.92 0.08 1.00 0.85 0.15 Final Sat.: 1600 4414 586 1600 4874 126 1600 1472 128 1600 1367 233 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.34 0.35 0.11 0.39 0.40 0.03 0.18 0.18 0.03 0.09 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-775
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2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:40 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): 0.902 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: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 208 1451 184 315 1298 183 206 1268 128 126 949 139 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 208 1451 184 315 1298 183 206 1268 128 126 949 139 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 208 1451 184 315 1298 183 206 1268 128 126 949 139 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 208 1451 184 315 1298 183 206 1268 128 126 949 139 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 208 1451 184 315 1298 183 206 1268 128 126 949 139 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.04 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.72 0.28 1.00 1.74 0.26 Final Sat.: 3200 5100 1600 3200 5100 1600 1600 4560 440 1600 2891 409 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.07 0.28 0.12 0.10 0.25 0.11 0.13 0.28 0.29 0.08 0.33 0.34 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-776
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2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:40 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): 0.947 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 126 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 130 1159 58 228 2223 229 155 266 131 145 405 47 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 130 1159 58 228 2223 229 155 266 131 145 405 47 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 130 1159 58 228 2223 229 155 266 131 145 405 47 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 130 1159 58 228 2223 229 155 266 131 145 405 47 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 130 1159 58 228 2223 229 155 266 131 145 405 47 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 0.67 0.33 1.00 0.90 0.10 Final Sat.: 1600 5100 1600 1600 5100 1600 1600 1072 528 1600 1434 166 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.08 0.23 0.04 0.14 0.44 0.14 0.10 0.25 0.25 0.09 0.28 0.28 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-777
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2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:41 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): 0.956 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 139 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 2 1 0 1 0 3 0 1 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 221 993 183 643 2178 247 172 958 238 231 1058 180 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 221 993 183 643 2178 247 172 958 238 231 1058 180 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 221 993 183 643 2178 247 172 958 238 231 1058 180 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 221 993 183 643 2178 247 172 958 238 231 1058 180 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 221 993 183 643 2178 247 172 958 238 231 1058 180 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.53 0.47 2.00 2.69 0.31 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3200 4253 747 3200 4511 489 1600 5100 1600 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.07 0.23 0.24 0.20 0.48 0.51 0.11 0.19 0.15 0.14 0.21 0.11 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-778
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2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:42 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): 0.854 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 66 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: WideBypass Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 70 778 146 283 1011 119 306 1480 136 157 712 91 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 70 778 146 283 1011 119 306 1480 136 157 712 91 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 70 778 146 283 1011 119 306 1480 136 157 712 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 70 778 146 283 1011 119 306 1480 136 157 712 91 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 70 778 146 283 1011 119 306 1480 136 157 712 91 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.53 0.47 1.00 2.68 0.32 1.00 2.75 0.25 1.00 2.66 0.34 Final Sat.: 1600 4242 758 1600 4495 505 1600 4596 404 1600 4456 544 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.18 0.19 0.18 0.22 0.24 0.19 0.32 0.34 0.10 0.16 0.17 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-779
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:42 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): 0.553 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: 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: 10 702 53 224 1551 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: 10 702 53 224 1551 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: 10 702 53 224 1551 36 190 117 244 41 87 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 702 53 224 1551 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: 10 702 53 224 1551 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 4663 337 1600 5100 1600 1600 1700 1600 1600 1180 420 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.01 0.15 0.16 0.14 0.30 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-780
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:43 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): 0.759 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 45 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 95 491 123 319 1389 145 211 1531 311 191 910 132 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: 95 491 123 319 1389 145 211 1531 311 191 910 132 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: 95 491 123 319 1389 145 211 1531 311 191 910 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 95 491 123 319 1389 145 211 1531 311 191 910 132 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: 95 491 123 319 1389 145 211 1531 311 191 910 132 ------------|---------------||---------------||---------------||---------------| 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 4546 454 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.10 0.08 0.10 0.31 0.32 0.07 0.30 0.19 0.06 0.18 0.08 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-781
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:43 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): 0.682 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 35 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 1 2 0 3 0 1 2 0 2 1 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 119 583 172 232 1316 99 135 1115 451 295 480 166 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 119 583 172 232 1316 99 135 1115 451 295 480 166 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 119 583 172 232 1316 99 135 1115 451 295 480 166 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 119 583 172 232 1316 99 135 1115 451 295 480 166 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 119 583 172 232 1316 99 135 1115 451 295 480 166 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.85 1.15 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 4757 1843 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.11 0.11 0.07 0.26 0.06 0.04 0.23 0.24 0.09 0.09 0.10 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-782
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:44 Page 43-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #41 Bristol St and I-405 NB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.568 Loss Time (sec): 5 Average Delay (sec/veh): 20.9 Optimal Cycle: 28 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 4 0 1 0 0 4 1 0 0 0 0 0 2 1 1 1 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 1638 210 0 2088 8 0 0 36 147 89 807 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1638 210 0 2088 8 0 0 36 147 89 807 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1638 210 0 2088 8 0 0 36 147 89 807 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1638 210 0 2088 8 0 0 36 147 89 807 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1638 210 0 2088 8 0 0 36 147 89 807 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 1.00 0.91 0.91 1.00 1.00 0.75 0.92 0.92 0.75 Lanes: 0.00 4.00 1.00 0.00 4.98 0.02 0.00 0.00 2.00 1.87 1.13 2.00 Final Sat.: 0 6916 1615 0 8603 33 0 0 2842 3272 1981 2842 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.24 0.13 0.00 0.24 0.24 0.00 0.00 0.01 0.04 0.04 0.28 Crit Moves: **** **** **** **** Green/Cycle: 0.00 0.43 0.43 0.00 0.43 0.43 0.00 0.00 0.02 0.50 0.50 0.50 Volume/Cap: 0.00 0.55 0.30 0.00 0.57 0.57 0.00 0.00 0.57 0.09 0.09 0.57 Delay/Veh: 0.0 21.7 19.1 0.0 21.8 21.8 0.0 0.0 60.0 13.1 13.1 18.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 21.7 19.1 0.0 21.8 21.8 0.0 0.0 60.0 13.1 13.1 18.0 LOS by Move: A C B A C C A A E B B B HCM2k85thQ: 0 16 7 0 17 17 0 0 2 2 2 15 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-783
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:45 Page 44-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #42 Bristol St and I-405 SB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.697 Loss Time (sec): 5 Average Delay (sec/veh): 23.6 Optimal Cycle: 38 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 4 0 0 0 0 2 1 1 3 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 122 1195 0 0 1097 943 675 0 618 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: 122 1195 0 0 1097 943 675 0 618 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: 122 1195 0 0 1097 0 675 0 618 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 122 1195 0 0 1097 0 675 0 618 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: 122 1195 0 0 1097 0 675 0 618 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 1.00 1.00 0.91 0.91 0.92 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 4.00 0.00 0.00 3.00 1.00 3.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1805 6916 0 0 5187 1729 5253 0 1615 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.07 0.17 0.00 0.00 0.21 0.00 0.13 0.00 0.38 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.10 0.40 0.00 0.00 0.30 0.00 0.55 0.00 0.55 0.00 0.00 0.00 Volume/Cap: 0.70 0.43 0.00 0.00 0.70 0.00 0.23 0.00 0.70 0.00 0.00 0.00 Delay/Veh: 55.3 21.8 0.0 0.0 32.1 0.0 11.7 0.0 18.9 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: 55.3 21.8 0.0 0.0 32.1 0.0 11.7 0.0 18.9 0.0 0.0 0.0 LOS by Move: E C A A C A B A B A A A HCM2k85thQ: 8 11 0 0 18 0 6 0 22 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-784
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:45 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): 0.586 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: Prot+Permit Prot+Permit Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 64 593 86 275 929 124 63 394 45 118 377 158 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 64 593 86 275 929 124 63 394 45 118 377 158 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 64 593 86 275 929 124 63 394 45 118 377 158 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 64 593 86 275 929 124 63 394 45 118 377 158 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 64 593 86 275 929 124 63 394 45 118 377 158 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1600 3400 1600 1600 3400 1600 1600 3400 1600 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.17 0.05 0.17 0.27 0.08 0.04 0.12 0.03 0.07 0.11 0.10 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-785
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:46 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): 0.926 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 105 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 89 387 102 366 1158 121 107 983 39 161 664 95 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 89 387 102 366 1158 121 107 983 39 161 664 95 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 89 387 102 366 1158 121 107 983 39 161 664 95 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 387 102 366 1158 121 107 983 39 161 664 95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 89 387 102 366 1158 121 107 983 39 161 664 95 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.04 1.00 Lanes: 1.00 1.00 1.00 1.00 1.81 0.19 1.00 1.92 0.08 1.00 1.75 0.25 Final Sat.: 1600 1700 1600 1600 2997 303 1600 3178 122 1600 2899 401 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.23 0.06 0.23 0.39 0.40 0.07 0.31 0.32 0.10 0.23 0.24 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-786
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:46 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): 0.807 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: 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: 30 219 19 66 367 53 58 658 50 54 366 49 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 30 219 19 66 367 53 58 658 50 54 366 49 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 30 219 19 66 367 53 58 658 50 54 366 49 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 30 219 19 66 367 53 58 658 50 54 366 49 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 30 219 19 66 367 53 58 658 50 54 366 49 ------------|---------------||---------------||---------------||---------------| 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: 0.02 0.15 0.15 0.04 0.26 0.26 0.04 0.44 0.44 0.03 0.26 0.26 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-787
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:47 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): 0.818 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 Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 86 451 100 98 544 120 237 1631 455 115 846 93 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 86 451 100 98 544 120 237 1631 455 115 846 93 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 86 451 100 98 544 120 237 1631 455 115 846 93 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 86 451 100 98 544 120 237 1631 455 115 846 93 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 86 451 100 98 544 120 237 1631 455 115 846 93 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 1.64 0.36 1.00 1.64 0.36 1.00 2.35 0.65 1.00 2.70 0.30 Final Sat.: 1600 2719 581 1600 2722 578 1600 3953 1047 1600 4525 475 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.05 0.17 0.17 0.06 0.20 0.21 0.15 0.41 0.43 0.07 0.19 0.20 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-788
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-------------------------------------------------------------------------------- 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): 0.710 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: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 26 170 88 163 352 264 163 1852 79 79 1329 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: 26 170 88 163 352 264 163 1852 79 79 1329 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: 26 170 88 163 352 264 163 1852 79 79 1329 85 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 26 170 88 163 352 264 163 1852 79 79 1329 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: 26 170 88 163 352 264 163 1852 79 79 1329 85 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 1.32 0.68 1.00 1.14 0.86 1.00 2.88 0.12 1.00 2.82 0.18 Final Sat.: 1600 2209 1091 1600 1929 1371 1600 4804 196 1600 4711 289 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.02 0.08 0.08 0.10 0.18 0.19 0.10 0.39 0.40 0.05 0.28 0.29 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-789
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2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:48 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): 0.536 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: 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: 123 844 438 161 843 141 350 495 215 334 291 243 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 123 844 438 161 843 141 350 495 215 334 291 243 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 123 844 438 161 843 141 350 495 215 334 291 243 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 123 844 438 161 843 141 350 495 215 334 291 243 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 123 844 438 161 843 141 350 495 215 334 291 243 OvlAdjVol: 271 163 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 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: 0.04 0.17 0.27 0.05 0.20 0.20 0.11 0.14 0.15 0.10 0.09 0.15 OvlAdjV/S: 0.17 0.10 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-790
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2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:48 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): 0.456 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 22 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 35 955 313 27 1066 223 123 194 13 264 301 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: 35 955 313 27 1066 223 123 194 13 264 301 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: 35 955 313 27 1066 223 123 194 13 264 301 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 35 955 313 27 1066 223 123 194 13 264 301 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: 35 955 313 27 1066 223 123 194 13 264 301 20 ------------|---------------||---------------||---------------||---------------| 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 3815 1185 3200 4170 830 3200 4699 301 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.01 0.25 0.26 0.01 0.26 0.27 0.04 0.04 0.04 0.08 0.09 0.01 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-791
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2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:49 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): 0.845 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 0 1 2 0 2 0 1 2 0 2 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 156 929 199 225 1251 81 114 1203 60 369 1475 22 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 156 929 199 225 1251 81 114 1203 60 369 1475 22 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 156 929 199 225 1251 81 114 1203 60 369 1475 22 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 156 929 199 225 1251 81 114 1203 60 369 1475 22 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 156 929 199 225 1251 81 114 1203 60 369 1475 22 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.86 0.14 2.00 2.96 0.04 Final Sat.: 3200 3400 1600 3200 3400 1600 3200 4772 228 3200 4929 71 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.05 0.27 0.12 0.07 0.37 0.05 0.04 0.25 0.26 0.12 0.30 0.31 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-792
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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): 0.848 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 64 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: 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 69 1222 186 75 454 83 52 679 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: 138 901 79 69 1222 186 75 454 83 52 679 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: 138 901 79 69 1222 186 75 454 83 52 679 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 138 901 79 69 1222 186 75 454 83 52 679 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: 138 901 79 69 1222 186 75 454 83 52 679 41 ------------|---------------||---------------||---------------||---------------| 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 2877 423 1600 2805 495 1600 3118 182 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.09 0.30 0.31 0.04 0.42 0.44 0.05 0.16 0.17 0.03 0.22 0.23 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-793
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #52 Main St and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.791 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: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 0 0 0 1 1 0 0 0 0 0 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 66 1050 0 0 1162 103 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: 66 1050 0 0 1162 103 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: 66 1050 0 0 1162 103 0 0 0 61 848 65 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 66 1050 0 0 1162 103 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: 66 1050 0 0 1162 103 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 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 1.84 0.16 0.00 0.00 0.00 0.13 1.74 0.13 Final Sat.: 1600 3400 0 0 3039 261 0 0 0 200 2786 214 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.31 0.00 0.00 0.38 0.40 0.00 0.00 0.00 0.04 0.30 0.30 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-794
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2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:51 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): 0.441 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 21 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 1 0 0 0 1 1 0 0 0 1 1 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 1052 25 0 1098 27 0 93 14 0 105 26 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1052 25 0 1098 27 0 93 14 0 105 26 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1052 25 0 1098 27 0 93 14 0 105 26 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1052 25 0 1098 27 0 93 14 0 105 26 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1052 25 0 1098 27 0 93 14 0 105 26 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 0.00 1.95 0.05 0.00 1.95 0.05 0.00 1.74 0.26 0.00 1.60 0.40 Final Sat.: 0 3226 74 0 3223 77 0 2881 419 0 2665 635 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.33 0.34 0.00 0.34 0.35 0.00 0.03 0.03 0.00 0.04 0.04 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-795
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ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #54 Main St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.754 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: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 103 532 54 94 937 69 69 805 85 78 972 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: 103 532 54 94 937 69 69 805 85 78 972 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: 103 532 54 94 937 69 69 805 85 78 972 54 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 103 532 54 94 937 69 69 805 85 78 972 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: 103 532 54 94 937 69 69 805 85 78 972 54 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.06 1.00 1.00 1.03 1.00 1.00 1.03 1.00 Lanes: 1.00 1.82 0.18 1.00 2.00 1.00 1.00 1.81 0.19 1.00 1.89 0.11 Final Sat.: 1600 3005 295 1600 3400 1600 1600 2994 306 1600 3132 168 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.18 0.18 0.06 0.28 0.04 0.04 0.27 0.28 0.05 0.31 0.32 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-796
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ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #55 Main St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.916 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 97 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 93 874 44 184 1434 28 44 419 46 97 259 74 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 93 874 44 184 1434 28 44 419 46 97 259 74 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 93 874 44 184 1434 28 44 419 46 97 259 74 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 93 874 44 184 1434 28 44 419 46 97 259 74 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 93 874 44 184 1434 28 44 419 46 97 259 74 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.90 0.10 1.00 1.96 0.04 1.00 0.90 0.10 1.00 0.78 0.22 Final Sat.: 1600 3147 153 1600 3239 61 1600 1442 158 1600 1244 356 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.28 0.29 0.12 0.44 0.46 0.03 0.29 0.29 0.06 0.21 0.21 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-797
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:53 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): 0.876 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 75 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 104 589 64 239 1103 58 99 1288 174 149 867 106 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: 104 589 64 239 1103 58 99 1288 174 149 867 106 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: 104 589 64 239 1103 58 99 1288 174 149 867 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 104 589 64 239 1103 58 99 1288 174 149 867 106 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: 104 589 64 239 1103 58 99 1288 174 149 867 106 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 1.80 0.20 1.00 1.90 0.10 1.00 2.64 0.36 1.00 2.67 0.33 Final Sat.: 1600 2986 314 1600 3140 160 1600 4429 571 1600 4477 523 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.07 0.20 0.20 0.15 0.35 0.36 0.06 0.29 0.30 0.09 0.19 0.20 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-798
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:54 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): 0.721 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 40 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: 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: 60 344 292 539 709 160 230 1336 242 187 556 279 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 60 344 292 539 709 160 230 1336 242 187 556 279 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 60 344 292 539 709 160 230 1336 242 187 556 279 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 60 344 292 539 709 160 230 1336 242 187 556 279 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 60 344 292 539 709 160 230 1336 242 187 556 279 ------------|---------------||---------------||---------------||---------------| 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 0.07 0.18 0.17 0.14 0.10 0.07 0.26 0.15 0.06 0.11 0.17 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-799
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:54 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): 0.648 Loss Time (sec): 5 Average Delay (sec/veh): 12.1 Optimal Cycle: 34 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 0 0 2 0 0 0 0 0 0 0 2 1 0 1 0 3 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 49 0 250 0 0 0 0 1279 652 236 1901 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: 49 0 250 0 0 0 0 1279 652 236 1901 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: 49 0 250 0 0 0 0 1279 652 236 1901 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 49 0 250 0 0 0 0 1279 652 236 1901 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: 49 0 250 0 0 0 0 1279 652 236 1901 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.75 1.00 1.00 1.00 1.00 0.86 0.86 0.95 0.91 1.00 Lanes: 2.00 0.00 2.00 0.00 0.00 0.00 0.00 2.00 1.00 1.00 3.00 0.00 Final Sat.: 3502 0 2842 0 0 0 0 3282 1641 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.01 0.00 0.09 0.00 0.00 0.00 0.00 0.39 0.40 0.13 0.37 0.00 Crit Moves: **** **** **** Green/Cycle: 0.14 0.00 0.14 0.00 0.00 0.00 0.00 0.61 0.61 0.20 0.81 0.00 Volume/Cap: 0.10 0.00 0.65 0.00 0.00 0.00 0.00 0.64 0.65 0.65 0.45 0.00 Delay/Veh: 38.0 0.0 44.8 0.0 0.0 0.0 0.0 12.7 13.0 40.7 2.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.0 0.0 44.8 0.0 0.0 0.0 0.0 12.7 13.0 40.7 2.8 0.0 LOS by Move: D A D A A A A B B D A A HCM2k85thQ: 1 0 8 0 0 0 0 21 22 12 10 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-800
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:55 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): 0.792 Loss Time (sec): 5 Average Delay (sec/veh): 31.4 Optimal Cycle: 53 Level Of Service: C ******************************************************************************** Street Name: I-5 NB Off Ramps 17th Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Permitted Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 1 0 0 1 1 0 0 0 1 1 0 3 0 1 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 720 33 21 60 0 312 101 1062 384 0 1508 24 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 720 33 21 60 0 312 101 1062 384 0 1508 24 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 720 33 21 60 0 312 101 1062 0 0 1508 24 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 720 33 21 60 0 312 101 1062 0 0 1508 24 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 720 33 21 60 0 312 101 1062 0 0 1508 24 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 1.00 0.85 0.95 0.91 1.00 1.00 0.91 0.91 Lanes: 1.91 0.09 1.00 1.00 0.00 1.00 1.00 3.00 1.00 0.00 2.95 0.05 Final Sat.: 3466 159 1615 1805 0 1615 1805 5187 1900 0 5096 81 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.21 0.21 0.01 0.03 0.00 0.19 0.06 0.20 0.00 0.00 0.30 0.30 Crit Moves: **** **** **** **** Green/Cycle: 0.26 0.26 0.26 0.24 0.00 0.24 0.07 0.44 0.00 0.00 0.37 0.37 Volume/Cap: 0.79 0.79 0.05 0.14 0.00 0.79 0.79 0.46 0.00 0.00 0.79 0.79 Delay/Veh: 39.0 39.0 27.6 29.7 0.0 45.9 73.6 19.6 0.0 0.0 30.2 30.2 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: 39.0 39.0 27.6 29.7 0.0 45.9 73.6 19.6 0.0 0.0 30.2 30.2 LOS by Move: D D C C A D E B A A C C HCM2k85thQ: 19 19 1 2 0 17 8 13 0 0 25 25 ******************************************************************************** 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-801
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:56 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): 0.462 Loss Time (sec): 5 Average Delay (sec/veh): 19.5 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 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: 0 192 170 837 173 0 0 0 0 170 0 95 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 192 170 837 173 0 0 0 0 170 0 95 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 192 170 837 173 0 0 0 0 170 0 95 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 192 170 837 173 0 0 0 0 170 0 95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 192 170 837 173 0 0 0 0 170 0 95 ------------|---------------||---------------||---------------||---------------| 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 0.05 0.11 0.24 0.05 0.00 0.00 0.00 0.00 0.09 0.00 0.03 Crit Moves: **** **** **** Green/Cycle: 0.00 0.23 0.23 0.52 0.75 0.00 0.00 0.00 0.00 0.20 0.00 0.72 Volume/Cap: 0.00 0.23 0.46 0.46 0.06 0.00 0.00 0.00 0.00 0.46 0.00 0.05 Delay/Veh: 0.0 31.6 34.2 15.5 3.4 0.0 0.0 0.0 0.0 35.9 0.0 4.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 31.6 34.2 15.5 3.4 0.0 0.0 0.0 0.0 35.9 0.0 4.0 LOS by Move: A C C B A A A A A D A A HCM2k85thQ: 0 4 8 13 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-802
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:57 Page 63-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM 4-Way Stop Method (Base Volume Alternative)
******************************************************************************** Intersection #61 Santiago St and Civic Center Dr
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.147 Loss Time (sec): 5 Average Delay (sec/veh): 62.6 Optimal Cycle: 0 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 318 221 31 6 335 82 212 81 431 126 116 23 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 318 221 31 6 335 82 212 81 431 126 116 23 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 318 221 31 6 335 82 212 81 431 126 116 23 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 318 221 31 6 335 82 212 81 431 126 116 23 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 318 221 31 6 335 82 212 81 431 126 116 23 ------------|---------------||---------------||---------------||---------------| 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 1.00 0.16 0.84 0.47 0.44 0.09 Final Sat.: 387 362 51 383 333 81 393 71 376 177 163 32 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.82 0.61 0.61 0.02 1.01 1.01 0.54 1.15 1.15 0.71 0.71 0.71 Crit Moves: **** **** **** **** Delay/Veh: 42.6 24.0 24.0 12.2 75.9 75.9 22.0 116 116.2 32.7 32.7 32.7 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.6 24.0 24.0 12.2 75.9 75.9 22.0 116 116.2 32.7 32.7 32.7 LOS by Move: E C C B F F C F F D D D ApproachDel: 34.4 75.0 88.6 32.7 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 34.4 75.0 88.6 32.7 LOS by Appr: D F F D AllWayAvgQ: 3.3 1.4 1.4 0.0 7.4 7.4 1.1 13.1 13.1 2.1 2.1 2.1 ******************************************************************************** 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-803
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:58 Page 64-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #62 Santiago St and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.444 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 0 1 0 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 188 611 303 409 972 253 118 732 99 297 699 258 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 188 611 303 409 972 253 118 732 99 297 699 258 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 188 611 303 409 972 253 118 732 99 297 699 258 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 188 611 303 409 972 253 118 732 99 297 699 258 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 188 611 303 409 972 253 118 732 99 297 699 258 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.00 1.00 1.00 1.06 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.88 0.12 1.00 2.00 1.00 Final Sat.: 1600 1700 1600 1600 1700 1600 1600 1409 191 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.12 0.36 0.19 0.26 0.57 0.16 0.07 0.52 0.52 0.19 0.21 0.16 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-804
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:58 Page 65-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #63 Standard Ave and 4th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.340 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 191 473 248 431 604 332 298 624 219 250 550 340 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 191 473 248 431 604 332 298 624 219 250 550 340 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 191 473 248 431 604 332 298 624 219 250 550 340 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 191 473 248 431 604 332 298 624 219 250 550 340 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 191 473 248 431 604 332 298 624 219 250 550 340 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.74 0.26 1.00 0.62 0.38 Final Sat.: 1600 1700 1600 1600 1700 1600 1600 1184 416 1600 989 611 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.12 0.28 0.16 0.27 0.36 0.21 0.19 0.53 0.53 0.16 0.56 0.56 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-805
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:59 Page 66-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #64 Standard Ave and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.515 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 45 631 312 123 901 41 161 1959 121 194 1282 120 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 45 631 312 123 901 41 161 1959 121 194 1282 120 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 45 631 312 123 901 41 161 1959 121 194 1282 120 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 45 631 312 123 901 41 161 1959 121 194 1282 120 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 45 631 312 123 901 41 161 1959 121 194 1282 120 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.03 1.00 1.00 1.03 1.00 Lanes: 1.00 0.67 0.33 0.11 0.85 0.04 1.00 1.88 0.12 1.00 1.83 0.17 Final Sat.: 1600 1071 529 185 1354 62 1600 3114 186 1600 3026 274 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.59 0.59 0.08 0.67 0.67 0.10 0.63 0.65 0.12 0.42 0.44 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-806
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:28:59 Page 67-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #65 Standard Ave and Mcfadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.843 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 63 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 44 170 77 123 297 21 21 736 89 81 214 48 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 44 170 77 123 297 21 21 736 89 81 214 48 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 44 170 77 123 297 21 21 736 89 81 214 48 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 44 170 77 123 297 21 21 736 89 81 214 48 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 44 170 77 123 297 21 21 736 89 81 214 48 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.69 0.31 1.00 0.93 0.07 1.00 0.89 0.11 1.00 0.82 0.18 Final Sat.: 1600 1101 499 1600 1494 106 1600 1427 173 1600 1307 293 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.15 0.15 0.08 0.20 0.20 0.01 0.52 0.52 0.05 0.16 0.16 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-807
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:00 Page 68-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #66 Halladay St and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.692 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 2 1 0 0 1 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 69 0 160 0 0 0 0 1772 200 210 797 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 69 0 160 0 0 0 0 1772 200 210 797 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 69 0 160 0 0 0 0 1772 200 210 797 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 69 0 160 0 0 0 0 1772 200 210 797 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 69 0 160 0 0 0 0 1772 200 210 797 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.70 0.30 0.63 2.37 0.00 Final Sat.: 1600 0 1600 0 0 0 0 4513 487 1001 3999 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.00 0.10 0.00 0.00 0.00 0.00 0.39 0.41 0.13 0.20 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-808
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:01 Page 69-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #67 Halladay St and Dyer Rd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.668 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 34 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 16 26 71 155 31 33 54 1820 13 126 686 111 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 16 26 71 155 31 33 54 1820 13 126 686 111 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 16 26 71 155 31 33 54 1820 13 126 686 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 16 26 71 155 31 33 54 1820 13 126 686 111 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 16 26 71 155 31 33 54 1820 13 126 686 111 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.04 1.00 1.00 1.05 1.00 Lanes: 1.00 0.27 0.73 1.00 0.48 0.52 1.00 2.98 0.02 1.00 2.58 0.42 Final Sat.: 1600 429 1171 1600 775 825 1600 4966 34 1600 4331 669 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.01 0.06 0.06 0.10 0.04 0.04 0.03 0.37 0.38 0.08 0.16 0.17 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-809
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:01 Page 70-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #68 SR-55 SB Ramps and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.623 Loss Time (sec): 5 Average Delay (sec/veh): 20.2 Optimal Cycle: 32 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Ignore Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 2 0 0 0 2 0 0 2 1 1 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 0 0 998 0 903 0 1423 1014 0 1363 155 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 998 0 903 0 1423 1014 0 1363 155 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 0 0 998 0 903 0 1423 0 0 1363 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 998 0 903 0 1423 0 0 1363 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 0 0 998 0 903 0 1423 0 0 1363 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1.00 0.75 1.00 0.91 0.91 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 2.00 0.00 3.00 1.00 0.00 3.00 1.00 Final Sat.: 0 0 0 3502 0 2842 0 5187 1729 0 5187 1900 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.29 0.00 0.32 0.00 0.27 0.00 0.00 0.26 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.51 0.00 0.51 0.00 0.44 0.00 0.00 0.44 0.00 Volume/Cap: 0.00 0.00 0.00 0.56 0.00 0.62 0.00 0.62 0.00 0.00 0.60 0.00 Delay/Veh: 0.0 0.0 0.0 17.2 0.0 18.5 0.0 22.1 0.0 0.0 21.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 17.2 0.0 18.5 0.0 22.1 0.0 0.0 21.7 0.0 LOS by Move: A A A B A B A C A A C A HCM2k85thQ: 0 0 0 17 0 18 0 19 0 0 18 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-810
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:02 Page 71-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #69 SR-55 NB Ramps and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.728 Loss Time (sec): 5 Average Delay (sec/veh): 19.5 Optimal Cycle: 42 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Ignore Include Ignore Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 0 0 1 0 0 0 0 0 0 0 2 0 2 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 965 0 1037 0 0 0 0 1503 744 0 591 279 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 965 0 1037 0 0 0 0 1503 744 0 591 279 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 965 0 0 0 0 0 0 1503 0 0 591 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 965 0 0 0 0 0 0 1503 0 0 591 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 965 0 0 0 0 0 0 1503 0 0 591 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.88 1.00 0.91 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 2.00 0.00 3.00 1.00 Final Sat.: 3502 0 1900 0 0 0 0 3610 3344 0 5187 1900 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.28 0.00 0.00 0.00 0.00 0.00 0.00 0.42 0.00 0.00 0.11 0.00 Crit Moves: **** **** **** Green/Cycle: 0.38 0.00 0.00 0.00 0.00 0.00 0.00 0.57 0.00 0.00 0.57 0.00 Volume/Cap: 0.73 0.00 0.00 0.00 0.00 0.00 0.00 0.73 0.00 0.00 0.20 0.00 Delay/Veh: 28.7 0.0 0.0 0.0 0.0 0.0 0.0 17.1 0.0 0.0 10.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 28.7 0.0 0.0 0.0 0.0 0.0 0.0 17.1 0.0 0.0 10.4 0.0 LOS by Move: C A A A A A A B A A B A HCM2k85thQ: 21 0 0 0 0 0 0 27 0 0 5 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-811
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:02 Page 72-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #70 SR-55 SB Ramps and Dyer Rd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.610 Loss Time (sec): 5 Average Delay (sec/veh): 25.9 Optimal Cycle: 31 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 1 0 0 2 0 1 1 0 1 1 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 312 37 713 50 242 60 34 1282 273 418 663 111 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 312 37 713 50 242 60 34 1282 273 418 663 111 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 312 37 713 50 242 60 34 1282 273 418 663 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 312 37 713 50 242 60 34 1282 273 418 663 111 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 312 37 713 50 242 60 34 1282 273 418 663 111 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.96 0.96 0.75 0.94 0.94 0.85 0.95 0.91 0.85 0.92 0.91 0.85 Lanes: 1.79 0.21 2.00 0.34 1.66 1.00 1.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3251 386 2842 613 2968 1615 1805 5187 1615 3502 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.10 0.10 0.25 0.08 0.08 0.04 0.02 0.25 0.17 0.12 0.13 0.07 Crit Moves: **** **** **** **** Green/Cycle: 0.22 0.22 0.41 0.13 0.13 0.13 0.08 0.41 0.41 0.20 0.52 0.52 Volume/Cap: 0.45 0.45 0.61 0.61 0.61 0.28 0.24 0.61 0.42 0.61 0.24 0.13 Delay/Veh: 34.4 34.4 24.1 43.2 43.2 39.7 44.3 24.0 21.7 38.3 13.1 12.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.4 34.4 24.1 43.2 43.2 39.7 44.3 24.0 21.7 38.3 13.1 12.3 LOS by Move: C C C D D D D C C D B B HCM2k85thQ: 8 8 16 8 8 3 2 18 9 11 6 3 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-812
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:03 Page 73-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #71 Glassell St and La Veta Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.826 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 58 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 0 1 1 0 1 1 0 1 0 1 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 292 458 139 13 274 60 57 293 563 380 401 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 292 458 139 13 274 60 57 293 563 380 401 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 292 458 139 13 274 60 57 293 563 380 401 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 292 458 139 13 274 60 57 293 563 380 401 10 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 292 458 139 13 274 60 57 293 563 380 401 10 OvlAdjVol: 0 417 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.03 1.00 Lanes: 2.00 1.00 1.00 1.00 1.64 0.36 1.00 1.00 1.00 1.00 1.95 0.05 Final Sat.: 3200 1700 1600 1600 2725 575 1600 1700 1600 1600 3222 78 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.09 0.27 0.09 0.01 0.10 0.10 0.04 0.17 0.35 0.24 0.12 0.13 OvlAdjV/S: 0.00 0.26 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-813
Attachment 8
2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:04 Page 74-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #72 Glassell St and SR-22 WB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.841 Loss Time (sec): 5 Average Delay (sec/veh): 30.1 Optimal Cycle: 65 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 0 0 0 2 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 568 638 0 0 1017 473 0 0 0 247 4 369 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 568 638 0 0 1017 473 0 0 0 247 4 369 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 568 638 0 0 1017 473 0 0 0 247 4 369 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 568 638 0 0 1017 473 0 0 0 247 4 369 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 568 638 0 0 1017 473 0 0 0 247 4 369 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 1.00 0.95 0.85 1.00 1.00 1.00 0.86 0.86 0.86 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 1.40 0.01 1.59 Final Sat.: 1805 3610 0 0 3610 1615 0 0 0 2271 21 2589 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.31 0.18 0.00 0.00 0.28 0.29 0.00 0.00 0.00 0.11 0.19 0.14 Crit Moves: **** **** **** Green/Cycle: 0.37 0.72 0.00 0.00 0.35 0.35 0.00 0.00 0.00 0.23 0.23 0.23 Volume/Cap: 0.84 0.24 0.00 0.00 0.81 0.84 0.00 0.00 0.00 0.48 0.84 0.63 Delay/Veh: 37.9 4.7 0.0 0.0 33.6 41.0 0.0 0.0 0.0 33.7 45.5 36.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.9 4.7 0.0 0.0 33.6 41.0 0.0 0.0 0.0 33.7 45.5 36.0 LOS by Move: D A A A C D A A A C D D HCM2k85thQ: 27 5 0 0 25 24 0 0 0 8 18 11 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-814
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:04 Page 75-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #73 Grand Ave / Glassell St and SR-22 EB Ramps ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.842 Loss Time (sec): 5 Average Delay (sec/veh): 29.6 Optimal Cycle: 65 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 0 1 1 0 2 0 0 1 0 1! 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 968 258 345 904 0 258 0 1012 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 968 258 345 904 0 258 0 1012 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 968 258 345 904 0 258 0 1012 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 968 258 345 904 0 258 0 1012 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 968 258 345 904 0 258 0 1012 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.95 0.95 1.00 0.87 1.00 0.87 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 1.20 0.00 1.80 0.00 0.00 0.00 Final Sat.: 0 3610 1615 1805 3610 0 1992 0 2974 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.27 0.16 0.19 0.25 0.00 0.13 0.00 0.34 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.32 0.32 0.23 0.55 0.00 0.40 0.00 0.40 0.00 0.00 0.00 Volume/Cap: 0.00 0.84 0.50 0.84 0.46 0.00 0.32 0.00 0.84 0.00 0.00 0.00 Delay/Veh: 0.0 37.5 28.4 51.4 13.9 0.0 20.4 0.0 31.3 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 37.5 28.4 51.4 13.9 0.0 20.4 0.0 31.3 0.0 0.0 0.0 LOS by Move: A D C D B A C A C A A A HCM2k85thQ: 0 25 10 19 13 0 7 0 27 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-815
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:05 Page 76-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #74 Grand Ave and Fairhaven Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.569 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 27 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 25 1032 148 184 1531 34 99 60 59 152 17 137 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 25 1032 148 184 1531 34 99 60 59 152 17 137 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 25 1032 148 184 1531 34 99 60 59 152 17 137 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 25 1032 148 184 1531 34 99 60 59 152 17 137 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 25 1032 148 184 1531 34 99 60 59 152 17 137 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.00 1.00 Lanes: 1.00 2.62 0.38 1.00 2.93 0.07 1.00 1.01 0.99 1.00 0.11 0.89 Final Sat.: 1600 4398 602 1600 4896 104 1600 1713 1587 1600 177 1423 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.02 0.23 0.25 0.12 0.31 0.33 0.06 0.04 0.04 0.10 0.10 0.10 Crit Moves: **** **** **** **** ******************************************************************************** K-816
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:05 Page 77-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #75 Grand Ave and Santa Clara Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.798 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 52 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include WideBypass Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 92 648 167 307 1503 338 179 291 60 140 270 246 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 648 167 307 1503 338 179 291 60 140 270 246 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 92 648 167 307 1503 338 179 291 60 140 270 246 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 92 648 167 307 1503 338 179 291 60 140 270 246 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 92 648 167 307 1503 338 179 291 60 140 270 246 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.00 1.00 1.00 1.06 1.00 Lanes: 1.00 2.39 0.61 1.00 2.45 0.55 1.00 0.83 0.17 1.00 1.00 1.00 Final Sat.: 1600 4016 984 1600 4119 881 1600 1326 274 1600 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.16 0.17 0.19 0.36 0.38 0.11 0.22 0.22 0.09 0.16 0.15 Crit Moves: **** **** **** **** ******************************************************************************** K-817
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:06 Page 78-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #76 Grand Ave and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.856 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 67 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 2 0 2 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 228 666 458 303 1270 249 246 915 116 401 1047 114 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 228 666 458 303 1270 249 246 915 116 401 1047 114 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 228 666 458 303 1270 249 246 915 116 401 1047 114 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 228 666 458 303 1270 249 246 915 116 401 1047 114 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 228 666 458 303 1270 249 246 915 116 401 1047 114 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.00 1.00 1.00 2.51 0.49 2.00 2.66 0.34 2.00 2.71 0.29 Final Sat.: 1600 3400 1600 1600 4213 787 3200 4460 540 3200 4529 471 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.14 0.20 0.29 0.19 0.30 0.32 0.08 0.21 0.21 0.13 0.23 0.24 Crit Moves: **** **** **** **** ******************************************************************************** K-818
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:07 Page 79-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #77 Grand Ave and I-5 NB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.845 Loss Time (sec): 5 Average Delay (sec/veh): 15.3 Optimal Cycle: 66 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 0 1 1 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 1145 662 104 3338 0 0 0 0 557 0 154 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1145 662 104 3338 0 0 0 0 557 0 154 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1145 0 104 3338 0 0 0 0 557 0 154 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1145 0 104 3338 0 0 0 0 557 0 154 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1145 0 104 3338 0 0 0 0 557 0 154 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 1.00 0.95 0.91 1.00 1.00 1.00 1.00 0.92 1.00 0.85 Lanes: 0.00 2.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3610 1900 1805 5187 0 0 0 0 3502 0 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.32 0.00 0.06 0.64 0.00 0.00 0.00 0.00 0.16 0.00 0.10 Crit Moves: **** **** **** Green/Cycle: 0.00 0.64 0.00 0.12 0.76 0.00 0.00 0.00 0.00 0.19 0.00 0.19 Volume/Cap: 0.00 0.49 0.00 0.49 0.84 0.00 0.00 0.00 0.00 0.84 0.00 0.51 Delay/Veh: 0.0 9.4 0.0 43.2 9.8 0.0 0.0 0.0 0.0 49.0 0.0 37.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 9.4 0.0 43.2 9.8 0.0 0.0 0.0 0.0 49.0 0.0 37.8 LOS by Move: A A A D A A A A A D A D HCM2k85thQ: 0 15 0 6 39 0 0 0 0 17 0 7 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-819
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:07 Page 80-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #78 Grand Ave and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.881 Loss Time (sec): 5 Average Delay (sec/veh): 26.3 Optimal Cycle: 80 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 0 2 2 0 1 0 2 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 79 1119 57 231 1908 1684 242 200 394 5 407 37 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 79 1119 57 231 1908 1684 242 200 394 5 407 37 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 79 1119 57 231 1908 1684 242 200 394 5 407 37 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 79 1119 57 231 1908 1684 242 200 394 5 407 37 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 79 1119 57 231 1908 1684 242 200 394 5 407 37 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.95 0.75 0.92 1.00 0.75 0.94 0.94 0.94 Lanes: 1.00 2.85 0.15 1.00 2.00 2.00 2.00 1.00 2.00 0.02 1.82 0.16 Final Sat.: 1805 4901 250 1805 3610 2842 3502 1900 2842 40 3230 294 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.23 0.23 0.13 0.53 0.59 0.07 0.11 0.14 0.13 0.13 0.13 Crit Moves: **** **** **** **** Green/Cycle: 0.05 0.42 0.42 0.23 0.60 0.76 0.16 0.16 0.16 0.14 0.14 0.14 Volume/Cap: 0.88 0.55 0.55 0.55 0.88 0.78 0.44 0.67 0.88 0.88 0.88 0.88 Delay/Veh: 105.1 22.4 22.4 35.2 21.6 9.2 38.7 45.4 59.3 58.3 58.3 58.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 105.1 22.4 22.4 35.2 21.6 9.2 38.7 45.4 59.3 58.3 58.3 58.3 LOS by Move: F C C D C A D D E E E E HCM2k85thQ: 7 15 15 10 41 28 6 11 15 15 15 15 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-820
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:08 Page 81-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #79 Grand Ave and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.827 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 58 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 186 655 31 121 1753 213 318 760 216 268 939 107 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 186 655 31 121 1753 213 318 760 216 268 939 107 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 186 655 31 121 1753 213 318 760 216 268 939 107 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 186 655 31 121 1753 213 318 760 216 268 939 107 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 186 655 31 121 1753 213 318 760 216 268 939 107 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.86 0.14 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 4783 217 3200 5100 1600 3200 3400 1600 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.14 0.14 0.04 0.34 0.13 0.10 0.22 0.14 0.08 0.28 0.07 Crit Moves: **** **** **** **** ******************************************************************************** K-821
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:09 Page 82-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #80 Grand Ave and Chestnut Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.935 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 113 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 53 737 163 174 2086 57 64 449 118 81 237 148 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 53 737 163 174 2086 57 64 449 118 81 237 148 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 53 737 163 174 2086 57 64 449 118 81 237 148 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 53 737 163 174 2086 57 64 449 118 81 237 148 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 53 737 163 174 2086 57 64 449 118 81 237 148 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.46 0.54 1.00 2.92 0.08 1.00 0.79 0.21 1.00 0.62 0.38 Final Sat.: 1600 4131 869 1600 4872 128 1600 1267 333 1600 985 615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.18 0.19 0.11 0.43 0.45 0.04 0.35 0.35 0.05 0.24 0.24 Crit Moves: **** **** **** **** ******************************************************************************** K-822
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:09 Page 83-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #81 Grand Ave and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.011 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 262 1104 165 294 1974 192 109 352 107 95 340 86 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 262 1104 165 294 1974 192 109 352 107 95 340 86 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 262 1104 165 294 1974 192 109 352 107 95 340 86 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 262 1104 165 294 1974 192 109 352 107 95 340 86 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 262 1104 165 294 1974 192 109 352 107 95 340 86 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.00 1.00 1.00 1.04 1.00 Lanes: 1.00 2.61 0.39 1.00 2.73 0.27 1.00 0.77 0.23 1.00 1.60 0.40 Final Sat.: 1600 4376 624 1600 4575 425 1600 1227 373 1600 2654 646 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.16 0.25 0.26 0.18 0.43 0.45 0.07 0.29 0.29 0.06 0.13 0.13 Crit Moves: **** **** **** **** ******************************************************************************** K-823
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:10 Page 84-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #82 Grand Ave and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.897 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 85 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 65 649 127 253 1293 253 396 1654 159 170 651 142 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 65 649 127 253 1293 253 396 1654 159 170 651 142 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 65 649 127 253 1293 253 396 1654 159 170 651 142 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 65 649 127 253 1293 253 396 1654 159 170 651 142 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 65 649 127 253 1293 253 396 1654 159 170 651 142 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.51 0.49 1.00 2.51 0.49 1.00 2.74 0.26 1.00 2.46 0.54 Final Sat.: 1600 4214 786 1600 4214 786 1600 4579 421 1600 4140 860 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.15 0.16 0.16 0.31 0.32 0.25 0.36 0.38 0.11 0.16 0.17 Crit Moves: **** **** **** **** ******************************************************************************** K-824
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:11 Page 85-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #83 Grand Ave and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.664 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 34 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 2 0 3 0 1 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 187 564 241 204 589 199 314 1120 440 140 617 208 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 187 564 241 204 589 199 314 1120 440 140 617 208 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 187 564 241 204 589 199 314 1120 440 140 617 208 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 187 564 241 204 589 199 314 1120 440 140 617 208 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 187 564 241 204 589 199 314 1120 440 140 617 208 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 2.10 0.90 1.00 2.24 0.76 2.00 3.00 1.00 2.00 2.24 0.76 Final Sat.: 1600 3563 1437 1600 3788 1212 3200 5100 1600 3200 3790 1210 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.12 0.16 0.17 0.13 0.16 0.16 0.10 0.22 0.28 0.04 0.16 0.17 Crit Moves: **** **** **** **** ******************************************************************************** K-825
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:12 Page 86-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #84 SR-55 NB Ramps and Dyer Rd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.565 Loss Time (sec): 5 Average Delay (sec/veh): 17.3 Optimal Cycle: 28 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Ignore Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1! 0 1 0 0 0 0 0 0 0 3 0 1 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 637 0 521 0 0 0 0 1550 620 0 859 517 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 637 0 521 0 0 0 0 1550 620 0 859 517 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 637 0 521 0 0 0 0 1550 0 0 859 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 637 0 521 0 0 0 0 1550 0 0 859 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 637 0 521 0 0 0 0 1550 0 0 859 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 1.00 0.91 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 0.91 Lanes: 1.55 0.00 1.45 0.00 0.00 0.00 0.00 3.00 1.00 0.00 3.00 0.00 Final Sat.: 2674 0 2501 0 0 0 0 5187 1900 0 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.24 0.00 0.21 0.00 0.00 0.00 0.00 0.30 0.00 0.00 0.17 0.00 Crit Moves: **** **** **** Green/Cycle: 0.42 0.00 0.42 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0.53 0.00 Volume/Cap: 0.57 0.00 0.49 0.00 0.00 0.00 0.00 0.57 0.00 0.00 0.31 0.00 Delay/Veh: 22.3 0.0 21.3 0.0 0.0 0.0 0.0 16.1 0.0 0.0 13.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 22.3 0.0 21.3 0.0 0.0 0.0 0.0 16.1 0.0 0.0 13.4 0.0 LOS by Move: C A C A A A A B A A B A HCM2k85thQ: 15 0 13 0 0 0 0 18 0 0 8 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-826
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:13 Page 87-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM 4-Way Stop Method (Base Volume Alternative)
******************************************************************************** Intersection #85 Cambridge St and La Veta Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.900 Loss Time (sec): 5 Average Delay (sec/veh): 23.4 Optimal Cycle: 0 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 185 235 0 0 480 245 195 0 312 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 185 235 0 0 480 245 195 0 312 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 185 235 0 0 480 245 195 0 312 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 185 235 0 0 480 245 195 0 312 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 185 235 0 0 480 245 195 0 312 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 465 498 0 0 534 586 459 0 541 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.40 0.47 xxxx xxxx 0.90 0.42 0.43 xxxx 0.58 xxxx xxxx xxxx Crit Moves: **** **** **** Delay/Veh: 15.0 15.6 0.0 0.0 42.9 12.8 15.7 0.0 17.1 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 15.0 15.6 0.0 0.0 42.9 12.8 15.7 0.0 17.1 0.0 0.0 0.0 LOS by Move: B C * * E B C * C * * * ApproachDel: 15.3 32.8 16.6 xxxxxx Delay Adj: 1.00 1.00 1.00 xxxxx ApprAdjDel: 15.3 32.8 16.6 xxxxxx LOS by Appr: C D C * AllWayAvgQ: 0.6 0.8 0.0 0.0 5.0 0.7 0.7 0.0 1.2 0.0 0.0 0.0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-827
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:14 Page 88-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #86 Cambridge St and Fairhaven Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.624 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 30 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 1 0 0 0 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 0 0 618 0 199 69 185 0 0 130 101 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 618 0 199 69 185 0 0 130 101 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 618 0 199 69 185 0 0 130 101 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 618 0 199 69 185 0 0 130 101 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 618 0 199 69 185 0 0 130 101 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.56 0.44 Final Sat.: 0 0 0 1600 0 1600 1600 1700 0 0 900 700 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.39 0.00 0.12 0.04 0.11 0.00 0.00 0.14 0.14 Crit Moves: **** **** **** ******************************************************************************** K-828
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:15 Page 89-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #87 Mabury St and 1st Street
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.755 Loss Time (sec): 5 Average Delay (sec/veh): 27.4 Optimal Cycle: 46 Level Of Service: C ******************************************************************************** Street Name: Mabury 1st Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 0 1 1 0 1! 0 1 0 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 5 0 122 276 164 618 0 922 10 46 701 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 0 122 276 164 618 0 922 10 46 701 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 5 0 122 276 164 618 0 922 10 46 701 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 0 122 276 164 618 0 922 10 46 701 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 5 0 122 276 164 618 0 922 10 46 701 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.90 0.90 0.90 1.00 0.95 0.95 0.95 0.95 0.95 Lanes: 1.00 0.00 1.00 1.23 0.27 1.50 0.00 1.98 0.02 1.00 2.00 0.00 Final Sat.: 1805 0 1615 2097 459 2575 0 3564 39 1805 3610 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.08 0.13 0.36 0.24 0.00 0.26 0.26 0.03 0.19 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.00 0.10 0.47 0.47 0.47 0.00 0.34 0.34 0.03 0.38 0.00 Volume/Cap: 0.03 0.00 0.75 0.28 0.75 0.51 0.00 0.75 0.75 0.75 0.52 0.00 Delay/Veh: 40.7 0.0 61.9 16.0 24.0 18.5 0.0 31.8 31.8 88.8 24.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.7 0.0 61.9 16.0 24.0 18.5 0.0 31.8 31.8 88.8 24.5 0.0 LOS by Move: D A E B C B A C C F C A HCM2k85thQ: 0 0 8 7 25 14 0 22 22 5 14 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-829
Attachment 8
K-830
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:16 Page 90-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #88 Tustin St and La Veta Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.362 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 19 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 9 365 105 48 944 3 9 11 35 279 1 43 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 9 365 105 48 944 3 9 11 35 279 1 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 9 365 105 48 944 3 9 11 35 279 1 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 9 365 105 48 944 3 9 11 35 279 1 43 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 9 365 105 48 944 3 9 11 35 279 1 43 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.00 1.00 Lanes: 1.00 2.33 0.67 1.00 2.99 0.01 1.00 1.00 1.00 1.99 0.01 1.00 Final Sat.: 1600 3928 1072 1600 4985 15 1600 1700 1600 3189 11 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.01 0.09 0.10 0.03 0.19 0.20 0.01 0.01 0.02 0.09 0.09 0.03 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ******************************************************************************** K-831
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:17 Page 91-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #89 Tustin St and SR-22 WB On-Ramp
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.575 Loss Time (sec): 5 Average Delay (sec/veh): 13.2 Optimal Cycle: 29 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 762 708 0 0 897 536 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 762 708 0 0 897 536 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 762 708 0 0 897 536 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 762 708 0 0 897 536 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 762 708 0 0 897 536 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 1.00 1.00 0.86 0.86 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3502 3610 0 0 3264 1632 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.22 0.20 0.00 0.00 0.27 0.33 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
Green/Cycle: 0.38 0.95 0.00 0.00 0.57 0.57 0.00 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.57 0.21 0.00 0.00 0.48 0.57 0.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 25.3 0.2 0.0 0.0 12.8 14.0 0.0 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 25.3 0.2 0.0 0.0 12.8 14.0 0.0 0.0 0.0 0.0 0.0 0.0 LOS by Move: C A A A B B A A A A A A HCM2k85thQ: 15 1 0 0 14 18 0 0 0 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-832
Attachment 8
K-833
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:18 Page 92-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #90 Tustin St and SR-22 EB Off-Ramp / Seba Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.718 Loss Time (sec): 5 Average Delay (sec/veh): 23.8 Optimal Cycle: 41 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 1 0 1! 0 1 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 1213 6 13 779 0 252 25 1084 6 0 43 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1213 6 13 779 0 252 25 1084 6 0 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1213 6 13 779 0 252 25 1084 6 0 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1213 6 13 779 0 252 25 1084 6 0 43 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1213 6 13 779 0 252 25 1084 6 0 43 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.91 0.12 0.91 1.00 0.87 0.87 0.87 0.88 1.00 0.88 Lanes: 0.00 2.99 0.01 1.00 3.00 0.00 1.18 0.04 1.78 0.12 0.00 0.88 Final Sat.: 0 5156 26 232 5187 0 1960 60 2956 204 0 1460 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.24 0.24 0.06 0.15 0.00 0.13 0.42 0.37 0.03 0.00 0.03 Crit Moves: **** **** **** Green/Cycle: 0.00 0.33 0.33 0.33 0.33 0.00 0.58 0.58 0.58 0.04 0.00 0.04 Volume/Cap: 0.00 0.72 0.72 0.17 0.46 0.00 0.22 0.72 0.63 0.72 0.00 0.72 Delay/Veh: 0.0 31.1 31.1 25.0 26.8 0.0 10.1 16.4 14.4 78.0 0.0 78.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 31.1 31.1 25.0 26.8 0.0 10.1 16.4 14.4 78.0 0.0 78.0 LOS by Move: A C C C C A B B B E A E HCM2k85thQ: 0 20 20 1 11 0 5 24 19 5 0 5 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-834
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:19 Page 93-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #91 Tustin Ave and Fairhaven Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.242 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 2 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 125 720 126 249 2148 42 78 297 511 306 338 442 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 125 720 126 249 2148 42 78 297 511 306 338 442 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 125 720 126 249 2148 42 78 297 511 306 338 442 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 125 720 126 249 2148 42 78 297 511 306 338 442 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 125 720 126 249 2148 42 78 297 511 306 338 442 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.55 0.45 2.00 2.94 0.06 1.00 0.37 0.63 1.00 0.43 0.57 Final Sat.: 3200 4285 715 3200 4908 92 1600 588 1012 1600 693 907 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.17 0.18 0.08 0.44 0.46 0.05 0.51 0.50 0.19 0.49 0.49 Crit Moves: **** **** **** **** ******************************************************************************** K-835
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:19 Page 94-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #92 Tustin Ave and Santa Clara Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.097 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 2 0 2 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 102 556 104 135 2756 87 116 293 214 118 244 122 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 102 556 104 135 2756 87 116 293 214 118 244 122 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 102 556 104 135 2756 87 116 293 214 118 244 122 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 102 556 104 135 2756 87 116 293 214 118 244 122 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 102 556 104 135 2756 87 116 293 214 118 244 122 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.53 0.47 2.00 2.91 0.09 1.00 0.58 0.42 1.00 0.67 0.33 Final Sat.: 1600 4244 756 3200 4853 147 1600 925 675 1600 1067 533 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.13 0.14 0.04 0.57 0.59 0.07 0.32 0.32 0.07 0.23 0.23 Crit Moves: **** **** **** **** ******************************************************************************** K-836
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:20 Page 95-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #93 Tustin Ave and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.805 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 53 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 155 277 330 638 1841 20 215 849 145 488 770 188 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 155 277 330 638 1841 20 215 849 145 488 770 188 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 155 277 330 638 1841 20 215 849 145 488 770 188 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 155 277 330 638 1841 20 215 849 145 488 770 188 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 155 277 330 638 1841 20 215 849 145 488 770 188 OvlAdjVol: 86 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.00 1.00 2.00 2.97 0.03 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 3400 1600 3200 4948 52 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.05 0.08 0.21 0.20 0.37 0.39 0.07 0.17 0.09 0.15 0.15 0.12 OvlAdjV/S: 0.05 0.00 Crit Moves: **** **** **** **** ******************************************************************************** K-837
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:21 Page 96-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #94 Tustin Ave and 4th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.791 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 2 0 2 0 1 1 0 2 1 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 40 204 183 743 946 293 159 942 39 129 727 472 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 204 183 743 946 293 159 942 39 129 727 472 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 40 204 183 743 946 293 159 942 39 129 727 472 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 40 204 183 743 946 293 159 942 39 129 727 472 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 40 204 183 743 946 293 159 942 39 129 727 472 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 3.00 1.00 1.00 2.00 1.00 Final Sat.: 1600 3400 1600 3200 3400 1600 1600 5100 1600 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.06 0.11 0.23 0.28 0.18 0.10 0.18 0.02 0.08 0.21 0.30 Crit Moves: **** **** **** **** ******************************************************************************** K-838
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:22 Page 97-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #95 SR-55 SB Ramps / Auto Mall Dr and Edinger Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.653 Loss Time (sec): 5 Average Delay (sec/veh): 25.1 Optimal Cycle: 34 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 1 0 0 2 1 0 1 0 1 1 0 3 0 1 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 456 68 540 50 30 8 34 1334 493 510 1202 157 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 456 68 540 50 30 8 34 1334 493 510 1202 157 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 456 68 540 50 30 8 34 1334 0 510 1202 157 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 456 68 540 50 30 8 34 1334 0 510 1202 157 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 456 68 540 50 30 8 34 1334 0 510 1202 157 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.96 0.96 0.75 0.95 1.00 0.85 0.95 0.91 1.00 0.92 0.89 0.89 Lanes: 1.74 0.26 2.00 1.00 1.00 1.00 1.00 3.00 1.00 2.00 2.65 0.35 Final Sat.: 3168 472 2842 1805 1900 1615 1805 5187 1900 3502 4510 589 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.14 0.14 0.19 0.03 0.02 0.00 0.02 0.26 0.00 0.15 0.27 0.27 Crit Moves: **** **** **** **** Green/Cycle: 0.29 0.29 0.29 0.04 0.04 0.04 0.04 0.39 0.00 0.22 0.58 0.58 Volume/Cap: 0.49 0.49 0.65 0.65 0.37 0.12 0.46 0.65 0.00 0.65 0.46 0.46 Delay/Veh: 29.7 29.7 32.9 65.6 49.5 46.8 51.5 25.5 0.0 37.3 12.4 12.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.7 29.7 32.9 65.6 49.5 46.8 51.5 25.5 0.0 37.3 12.4 12.4 LOS by Move: C C C E D D D C A D B B HCM2k85thQ: 11 11 14 4 2 1 3 19 0 13 13 13 K-839
Attachment 8
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-840
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:23 Page 98-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #96 SR-55 NB Ramps / Del Amo Ave and Newport Avenue ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.665 Loss Time (sec): 5 Average Delay (sec/veh): 25.6 Optimal Cycle: 35 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 1 0 3 0 1 2 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 413 109 69 20 497 728 269 163 155 8 223 4 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 413 109 69 20 497 728 269 163 155 8 223 4 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 413 109 69 20 497 728 269 163 155 8 223 4 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 413 109 69 20 497 728 269 163 155 8 223 4 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 413 109 69 20 497 728 269 163 155 8 223 4 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.86 0.86 0.95 0.91 0.85 0.92 0.88 0.88 0.95 0.95 0.95 Lanes: 2.00 2.00 1.00 1.00 3.00 1.00 2.00 1.03 0.97 1.00 1.96 0.04 Final Sat.: 3502 3257 1629 1805 5187 1615 3502 1715 1631 1805 3536 63 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.12 0.03 0.04 0.01 0.10 0.45 0.08 0.10 0.10 0.00 0.06 0.06 Crit Moves: **** **** **** **** Green/Cycle: 0.18 0.59 0.59 0.15 0.56 0.68 0.12 0.20 0.20 0.01 0.09 0.09 Volume/Cap: 0.67 0.06 0.07 0.07 0.17 0.67 0.67 0.47 0.47 0.47 0.67 0.67 Delay/Veh: 41.1 8.9 8.9 36.4 10.6 11.0 46.5 35.8 35.8 68.7 48.6 48.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.1 8.9 8.9 36.4 10.6 11.0 46.5 35.8 35.8 68.7 48.6 48.6 LOS by Move: D A A D B B D D D E D D HCM2k85thQ: 11 1 2 1 4 21 8 8 8 1 8 8 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-841
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:24 Page 99-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #97 Red Hill Ave and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.619 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 30 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 122 449 128 203 861 403 397 1276 271 250 1213 170 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 122 449 128 203 861 403 397 1276 271 250 1213 170 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 122 449 128 203 861 403 397 1276 271 250 1213 170 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 122 449 128 203 861 403 397 1276 271 250 1213 170 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 122 449 128 203 861 403 397 1276 271 250 1213 170 OvlAdjVol: 205 210 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.09 0.08 0.06 0.17 0.25 0.12 0.25 0.17 0.08 0.24 0.11 OvlAdjV/S: 0.13 0.13 Crit Moves: **** **** **** **** ******************************************************************************** K-842
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:25 Page 100-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #98 Red Hill Ave and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.580 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 28 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 1 0 2 0 2 1 0 1 0 2 1 0 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 118 716 97 20 949 191 239 407 300 152 543 96 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 118 716 97 20 949 191 239 407 300 152 543 96 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 118 716 97 20 949 191 239 407 300 152 543 96 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 118 716 97 20 949 191 239 407 300 152 543 96 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 118 716 97 20 949 191 239 407 300 152 543 96 OvlAdjVol: 86 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.52 0.48 2.00 2.50 0.50 1.00 2.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 5936 764 3200 4196 804 1600 3400 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.12 0.13 0.01 0.23 0.24 0.15 0.12 0.19 0.05 0.11 0.06 OvlAdjV/S: 0.05 Crit Moves: **** **** **** **** ******************************************************************************** K-843
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:26 Page 101-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #99 Red Hill Ave and Dyer Rd / barranca Pkwy ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.577 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 27 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 3 1 0 2 0 4 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 184 458 151 184 809 106 126 758 300 522 583 114 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 184 458 151 184 809 106 126 758 300 522 583 114 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 184 458 151 184 809 106 126 758 300 522 583 114 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 184 458 151 184 809 106 126 758 300 522 583 114 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 184 458 151 184 809 106 126 758 300 522 583 114 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 3.00 1.00 2.00 4.00 1.00 Final Sat.: 3200 6800 1600 3200 6800 1600 3200 5100 1600 3200 6800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.07 0.09 0.06 0.12 0.07 0.04 0.15 0.19 0.16 0.09 0.07 Crit Moves: **** **** **** **** ******************************************************************************** K-844
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:27 Page 102-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #100 Red Hill Ave and Alton Pkwy
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.930 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 109 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 2 0 1 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 235 693 434 233 1059 170 185 574 574 335 284 159 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 235 693 434 233 1059 170 185 574 574 335 284 159 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 235 693 434 233 1059 170 185 574 574 335 284 159 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 235 693 434 233 1059 170 185 574 574 335 284 159 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 235 693 434 233 1059 170 185 574 574 335 284 159 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 1600 5100 1600 1600 5100 1600 1600 3400 1600 3200 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.15 0.14 0.27 0.15 0.21 0.11 0.12 0.17 0.36 0.10 0.17 0.10 Crit Moves: **** **** **** **** ******************************************************************************** K-845
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:28 Page 103-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #101 Red Hill Ave and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.709 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 38 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ignore Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 83 742 13 205 529 485 1194 617 101 34 329 843 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 83 742 13 205 529 485 1194 617 101 34 329 843 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 83 742 13 205 529 0 1194 617 101 34 329 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 83 742 13 205 529 0 1194 617 101 34 329 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 83 742 13 205 529 0 1194 617 101 34 329 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.95 0.05 2.00 3.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3200 4917 83 3200 5100 1600 3200 5100 1600 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.15 0.16 0.06 0.10 0.00 0.37 0.12 0.06 0.02 0.06 0.00 Crit Moves: **** **** **** **** ******************************************************************************** K-846
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:28 Page 104-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #102 Red Hill Ave and Main St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.733 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 41 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 0 1 2 0 2 0 1 2 0 2 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 201 691 449 78 365 126 139 1309 254 167 335 79 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 201 691 449 78 365 126 139 1309 254 167 335 79 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 201 691 449 78 365 126 139 1309 254 167 335 79 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 201 691 449 78 365 126 139 1309 254 167 335 79 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 201 691 449 78 365 126 139 1309 254 167 335 79 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.51 0.49 2.00 2.43 0.57 Final Sat.: 3200 3400 1600 3200 3400 1600 3200 4220 780 3200 4084 916 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.20 0.28 0.02 0.11 0.08 0.04 0.31 0.33 0.05 0.08 0.09 Crit Moves: **** **** **** **** ******************************************************************************** K-847
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:29 Page 105-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #103 I-5 SB Ramps and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.480 Loss Time (sec): 5 Average Delay (sec/veh): 17.8 Optimal Cycle: 24 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 2 0 0 0 1 2 0 3 0 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 0 0 382 0 38 287 492 0 0 1027 300 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 382 0 38 287 492 0 0 1027 300 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 382 0 38 287 492 0 0 1027 300 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 382 0 38 287 492 0 0 1027 300 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 382 0 38 287 492 0 0 1027 300 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1.00 0.85 0.92 0.91 1.00 1.00 0.88 0.88 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 2.00 3.00 0.00 0.00 2.32 0.68 Final Sat.: 0 0 0 3502 0 1615 3502 5187 0 0 3878 1133 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.11 0.00 0.02 0.08 0.09 0.00 0.00 0.26 0.26 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.23 0.00 0.40 0.17 0.72 0.00 0.00 0.55 0.55 Volume/Cap: 0.00 0.00 0.00 0.48 0.00 0.06 0.48 0.13 0.00 0.00 0.48 0.48 Delay/Veh: 0.0 0.0 0.0 34.0 0.0 18.6 38.1 4.3 0.0 0.0 13.8 13.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 K-848
Attachment 8
AdjDel/Veh: 0.0 0.0 0.0 34.0 0.0 18.6 38.1 4.3 0.0 0.0 13.8 13.8 LOS by Move: A A A C A B D A A A B B HCM2k85thQ: 0 0 0 9 0 1 7 3 0 0 14 14 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-849
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:30 Page 106-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #104 Tustin Ranch Rd and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.530 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 25 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 2 0 0 0 1 2 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 0 0 174 0 22 27 357 0 0 2130 490 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 174 0 22 27 357 0 0 2130 490 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 174 0 22 27 357 0 0 2130 490 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 174 0 22 27 357 0 0 2130 490 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 174 0 22 27 357 0 0 2130 490 OvlAdjVol: 403 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 3200 0 1600 3200 5100 0 0 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.05 0.00 0.01 0.01 0.07 0.00 0.00 0.42 0.31 OvlAdjV/S: 0.25 Crit Moves: **** **** **** ******************************************************************************** K-850
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:30 Page 107-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #105 Von Karman Ave and Barranca Pkwy
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.930 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 108 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 1 0 2 0 2 0 2 2 0 3 0 1 2 0 4 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 375 497 298 98 960 420 247 928 310 917 1506 47 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 375 497 298 98 960 420 247 928 310 917 1506 47 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 375 497 298 98 960 420 247 928 310 917 1506 47 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 375 497 298 98 960 420 247 928 310 917 1506 47 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 375 497 298 98 960 420 247 928 310 917 1506 47 OvlAdjVol: 173
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 1.25 0.75 2.00 2.00 2.00 2.00 3.00 1.00 2.00 4.00 1.00 Final Sat.: 3200 2101 1199 3200 3400 3200 3200 5100 1600 3200 6800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.12 0.24 0.25 0.03 0.28 0.13 0.08 0.18 0.19 0.29 0.22 0.03 OvlAdjV/S: 0.05
Crit Moves: **** **** **** **** ******************************************************************************** K-851
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:31 Page 108-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #106 Red Hill Avenue and El Camino Real
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.640 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 32 Level Of Service: B ******************************************************************************** Street Name: Red Hill Avenue El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 1 0 2 1 0 1 0 1 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 222 569 183 20 1440 88 53 120 126 197 161 12 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 222 569 183 20 1440 88 53 120 126 197 161 12 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 222 569 183 20 1440 88 53 120 126 197 161 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 222 569 183 20 1440 88 53 120 126 197 161 12 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 222 569 183 20 1440 88 53 120 126 197 161 12 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 1.00 2.83 0.17 1.00 1.00 1.00 1.00 0.93 0.07 Final Sat.: 3200 5100 1600 1600 4724 276 1600 1700 1600 1600 1489 111 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.07 0.11 0.11 0.01 0.30 0.32 0.03 0.07 0.08 0.12 0.11 0.11 Crit Moves: **** **** **** **** ******************************************************************************** K-852
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:31 Page 109-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #107 Red Hill Avenue and I-5 NB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.631 Loss Time (sec): 5 Average Delay (sec/veh): 20.1 Optimal Cycle: 32 Level Of Service: C ******************************************************************************** Street Name: Red Hill Avenue I-5 NB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 0 0 0 3 0 1 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 266 883 0 0 1217 458 0 0 0 238 0 272 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 266 883 0 0 1217 458 0 0 0 238 0 272 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 266 883 0 0 1217 458 0 0 0 238 0 272 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 266 883 0 0 1217 458 0 0 0 238 0 272 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 266 883 0 0 1217 458 0 0 0 238 0 272 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 1.00 1.00 0.91 0.85 1.00 1.00 1.00 0.60 1.00 0.85 Lanes: 1.00 3.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 1805 5187 0 0 5187 1615 0 0 0 2271 0 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.15 0.17 0.00 0.00 0.23 0.28 0.00 0.00 0.00 0.10 0.00 0.17 Crit Moves: **** **** **** Green/Cycle: 0.23 0.68 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0.27 0.00 0.27 Volume/Cap: 0.63 0.25 0.00 0.00 0.52 0.63 0.00 0.00 0.00 0.39 0.00 0.63 Delay/Veh: 37.5 6.1 0.0 0.0 20.0 23.0 0.0 0.0 0.0 30.4 0.0 35.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 K-853
Attachment 8
AdjDel/Veh: 37.5 6.1 0.0 0.0 20.0 23.0 0.0 0.0 0.0 30.4 0.0 35.3 LOS by Move: D A A A C C A A A C A D HCM2k85thQ: 13 6 0 0 15 17 0 0 0 5 0 13 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-854
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:32 Page 110-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #108 Red Hill Avenue and I-5 SB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.824 Loss Time (sec): 5 Average Delay (sec/veh): 24.7 Optimal Cycle: 60 Level Of Service: C ******************************************************************************** Street Name: Red Hill Avenue I-5 SB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 4 0 1 1 0 3 0 0 0 1 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 1191 527 392 1125 0 210 5 386 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1191 527 392 1125 0 210 5 386 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1191 527 392 1125 0 210 5 386 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1191 527 392 1125 0 210 5 386 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1191 527 392 1125 0 210 5 386 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 0.95 0.91 1.00 0.95 0.95 0.85 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 0.98 0.02 1.00 0.00 0.00 0.00 Final Sat.: 0 6916 1615 1805 5187 0 1759 42 1615 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.17 0.33 0.22 0.22 0.00 0.12 0.12 0.24 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.40 0.40 0.26 0.66 0.00 0.29 0.29 0.29 0.00 0.00 0.00 Volume/Cap: 0.00 0.43 0.82 0.82 0.33 0.00 0.41 0.41 0.82 0.00 0.00 0.00 Delay/Veh: 0.0 22.1 35.6 45.8 7.4 0.0 29.1 29.1 44.4 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 22.1 35.6 45.8 7.4 0.0 29.1 29.1 44.4 0.0 0.0 0.0 LOS by Move: A C D D A A C C D A A A HCM2k85thQ: 0 11 25 20 8 0 9 9 20 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-855
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:33 Page 111-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #109 Red Hill Avenue and Nisson Road
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.655 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 33 Level Of Service: B ******************************************************************************** Street Name: Red Hill Avenue Nisson Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 1 0 1 0 2 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 16 1244 23 169 1274 134 242 59 48 49 26 215 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 16 1244 23 169 1274 134 242 59 48 49 26 215 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 16 1244 23 169 1274 134 242 59 48 49 26 215 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 16 1244 23 169 1274 134 242 59 48 49 26 215 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 16 1244 23 169 1274 134 242 59 48 49 26 215 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.93 0.07 1.00 2.71 0.29 1.00 0.55 0.45 1.00 0.11 0.89 Final Sat.: 1600 6584 116 1600 4543 457 1600 882 718 1600 173 1427 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.01 0.19 0.20 0.11 0.28 0.29 0.15 0.07 0.07 0.03 0.15 0.15 Crit Moves: **** **** **** **** ******************************************************************************** K-856
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:33 Page 112-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #110 Red Hill Avenue and Walnut Avenue
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.643 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 32 Level Of Service: B ******************************************************************************** Street Name: Red Hill Avenue Walnut Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 135 525 99 117 1180 132 99 247 244 263 348 166 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 135 525 99 117 1180 132 99 247 244 263 348 166 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 135 525 99 117 1180 132 99 247 244 263 348 166 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 135 525 99 117 1180 132 99 247 244 263 348 166 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 135 525 99 117 1180 132 99 247 244 263 348 166 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.05 1.00 Lanes: 1.00 2.52 0.48 1.00 2.70 0.30 1.00 1.01 0.99 2.00 1.35 0.65 Final Sat.: 1600 4238 762 1600 4517 483 1600 1710 1590 3200 2267 1033 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.08 0.12 0.13 0.07 0.26 0.27 0.06 0.14 0.15 0.08 0.15 0.16 Crit Moves: **** **** **** **** ******************************************************************************** K-857
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:34 Page 113-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #111 Red Hill Avenue and Valencia Avenue
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.677 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 35 Level Of Service: B ******************************************************************************** Street Name: Red Hill Avenue Valencia Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 1 0 1 0 2 1 0 1 0 1 0 1 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 128 542 175 132 1132 76 48 335 130 315 433 153 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 128 542 175 132 1132 76 48 335 130 315 433 153 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 128 542 175 132 1132 76 48 335 130 315 433 153 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 128 542 175 132 1132 76 48 335 130 315 433 153 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 128 542 175 132 1132 76 48 335 130 315 433 153 OvlAdjVol: 21 21 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 3.02 0.98 1.00 2.81 0.19 1.00 1.00 1.00 2.00 1.00 1.00 Final Sat.: 1600 5138 1562 1600 4698 302 1600 1700 1600 3200 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.08 0.11 0.11 0.08 0.24 0.25 0.03 0.20 0.08 0.10 0.25 0.10 OvlAdjV/S: 0.01 0.01 Crit Moves: **** **** **** **** ******************************************************************************** K-858
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:34 Page 114-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #112 Tustin Ranch Road and Warner Avenue North ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.459 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 22 Level Of Service: A ******************************************************************************** Street Name: Tustin Ranch Road Warner Avenue North Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ovl Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 3 0 1 2 0 3 0 0 0 0 0 0 0 3 0 0 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 396 383 412 1165 0 0 0 0 865 0 255 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 396 383 412 1165 0 0 0 0 865 0 255 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 396 383 412 1165 0 0 0 0 865 0 255 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 396 383 412 1165 0 0 0 0 865 0 255 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 396 383 412 1165 0 0 0 0 865 0 255 OvlAdjVol: 95 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 0.00 0.00 0.00 3.00 0.00 2.00 Final Sat.: 0 5100 1600 3200 5100 0 0 0 0 4800 0 3200 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.08 0.24 0.13 0.23 0.00 0.00 0.00 0.00 0.18 0.00 0.08 OvlAdjV/S: 0.06 0.00 Crit Moves: **** **** **** ******************************************************************************** K-859
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:35 Page 115-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #113 Tustin Ranch Road and Walnut Avenue
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.313 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Street Name: Tustin Ranch Road Walnut Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Ovl Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 1 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 103 630 314 1123 3139 418 856 1118 675 176 260 219 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 103 630 314 1123 3139 418 856 1118 675 176 260 219 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 630 314 1123 3139 418 856 1118 675 176 260 219 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 103 630 314 1123 3139 418 856 1118 675 176 260 219 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 103 630 314 1123 3139 418 856 1118 675 176 260 219 OvlAdjVol: 226 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 1.25 0.75 2.00 2.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 2095 1205 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.12 0.20 0.35 0.62 0.26 0.27 0.53 0.56 0.06 0.08 0.14 OvlAdjV/S: 0.14 0.00 0.00 Crit Moves: **** **** **** **** ******************************************************************************** K-860
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:36 Page 116-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #114 SR-55 SB Ramps and Irvine Boulevard
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.176 Loss Time (sec): 5 Average Delay (sec/veh): 55.4 Optimal Cycle: 180 Level Of Service: E ******************************************************************************** Street Name: SR-55 SB Ramps Irvine Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 1 0 1! 0 1 0 0 2 1 0 1 0 3 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 0 0 64 0 70 0 719 1290 480 1201 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 64 0 70 0 719 1290 480 1201 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 64 0 70 0 719 1290 480 1201 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 64 0 70 0 719 1290 480 1201 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 64 0 70 0 719 1290 480 1201 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.88 1.00 0.79 1.00 0.82 0.82 0.95 0.91 1.00 Lanes: 0.00 0.00 0.00 1.45 0.00 1.55 0.00 2.00 1.00 1.00 3.00 0.00 Final Sat.: 0 0 0 2426 0 2321 0 3126 1563 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.03 0.00 0.03 0.00 0.23 0.83 0.27 0.23 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.02 0.00 0.04 0.00 0.70 0.70 0.23 0.93 0.00 Volume/Cap: 0.00 0.00 0.00 0.89 0.00 0.69 0.00 0.33 1.18 1.18 0.25 0.00 Delay/Veh: 0.0 0.0 0.0 91.2 0.0 56.8 0.0 5.8 100.6 140.8 0.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 91.2 0.0 56.8 0.0 5.8 100.6 140.8 0.4 0.0 LOS by Move: A A A F A E A A F F A A K-861
Attachment 8
HCM2k85thQ: 0 0 0 5 0 4 0 7 95 38 2 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-862
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP AM Peak Hour Thu Oct 22, 2020 14:29:36 Page 117-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #115 SR-55 NB Ramps and Irvine Boulevard
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.824 Loss Time (sec): 5 Average Delay (sec/veh): 20.3 Optimal Cycle: 60 Level Of Service: C ******************************************************************************** Street Name: SR-55 NB Ramps Irvine Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1! 0 1 0 0 0 0 0 1 0 3 0 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 395 0 379 0 0 0 204 485 0 0 1133 788 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 395 0 379 0 0 0 204 485 0 0 1133 788 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 395 0 379 0 0 0 204 485 0 0 1133 788 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 395 0 379 0 0 0 204 485 0 0 1133 788 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 395 0 379 0 0 0 204 485 0 0 1133 788 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.75 1.00 0.74 1.00 1.00 1.00 0.95 0.91 1.00 1.00 0.85 0.85 Lanes: 1.51 0.00 1.49 0.00 0.00 0.00 1.00 3.00 0.00 0.00 2.00 1.00 Final Sat.: 2138 0 2097 0 0 0 1805 5187 0 0 3247 1624 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.18 0.00 0.18 0.00 0.00 0.00 0.11 0.09 0.00 0.00 0.35 0.49 Crit Moves: **** **** **** Green/Cycle: 0.22 0.00 0.45 0.00 0.00 0.00 0.14 0.73 0.00 0.00 0.59 0.59 Volume/Cap: 0.83 0.00 0.40 0.00 0.00 0.00 0.82 0.13 0.00 0.00 0.59 0.82 Delay/Veh: 43.0 0.0 18.8 0.0 0.0 0.0 61.5 4.2 0.0 0.0 13.3 18.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.0 0.0 18.8 0.0 0.0 0.0 61.5 4.2 0.0 0.0 13.3 18.9 LOS by Move: D A B A A A E A A A B B HCM2k85thQ: 15 0 8 0 0 0 13 3 0 0 18 33 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-863
Attachment 8
APPENDIX D.6
ANALYSIS WORKSHEETS –
2045 WP (PM Peak Hour)
K-864
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:39:15 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Scenario Report
Scenario: 2045 WP PM Peak Hour
Command: Default Command
Volume: 2045 PM
Geometry: SACE
Impact Fee: Default Impact Fee
Trip Generation: Default Trip Generation
Trip Distribution: Default Trip Distribution
Paths: Default Path
Routes: Default Route
Configuration: Default Configuration
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-865
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:05 Page 2-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Impact Analysis Report
Level Of Service
Intersection Base Future Change Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 1 Euclid St and 1st St C xxxxx 0.787 C xxxxx 0.787 + 0.000 V/C # 2 Euclid St and McFadden Ave C xxxxx 0.793 C xxxxx 0.793 + 0.000 V/C # 3 Euclid St and Edinger Ave D xxxxx 0.860 D xxxxx 0.860 + 0.000 V/C # 4 Newhope St and Hazard Ave A xxxxx 0.516 A xxxxx 0.516 + 0.000 V/C # 5 Newhope St and McFadden Ave B xxxxx 0.684 B xxxxx 0.684 + 0.000 V/C # 6 Harbor Blvd and SR-22 WB Off-R C 23.8 0.769 C 23.8 0.769 + 0.000 D/V # 7 Trask Avenue and SR-22 EB On-R B 11.0 0.381 B 11.0 0.381 + 0.000 D/V # 8 Harbor Blvd and Westminster Av D xxxxx 0.842 D xxxxx 0.842 + 0.000 V/C # 9 Harbor Blvd and 1st St C xxxxx 0.753 C xxxxx 0.753 + 0.000 V/C # 10 Harbor Blvd and McFadden Ave C xxxxx 0.711 C xxxxx 0.711 + 0.000 V/C # 11 Harbor Blvd and Edinger Ave C xxxxx 0.722 C xxxxx 0.722 + 0.000 V/C # 12 Harbor Blvd and Warner Ave F xxxxx 1.539 F xxxxx 1.539 + 0.000 V/C # 13 Harbor Blvd and Segerstrom Ave E xxxxx 0.934 E xxxxx 0.934 + 0.000 V/C # 14 MacArthur Blvd and Hyland Ave D xxxxx 0.891 D xxxxx 0.891 + 0.000 V/C # 15 MacArthur Blvd and Harbor Blvd C xxxxx 0.788 C xxxxx 0.788 + 0.000 V/C # 16 Harbor Blvd and Sunflower Ave C xxxxx 0.711 C xxxxx 0.711 + 0.000 V/C # 17 Harbor Blvd and I-405 NB Off-R B 18.8 0.710 B 18.8 0.710 + 0.000 D/V # 18 Harbor Blvd and I-405 SB Off-R B 18.1 0.673 B 18.1 0.673 + 0.000 D/V # 19 Fairview St and Civic Center D C xxxxx 0.707 C xxxxx 0.707 + 0.000 V/C # 20 Fairview St and 1st St D xxxxx 0.894 D xxxxx 0.894 + 0.000 V/C # 21 Fairview St and McFadden Ave B xxxxx 0.684 B xxxxx 0.684 + 0.000 V/C # 22 Fairview St and Edinger Ave E xxxxx 0.920 E xxxxx 0.920 + 0.000 V/C # 23 Fairview St and Warner Ave D xxxxx 0.805 D xxxxx 0.805 + 0.000 V/C # 24 Fairview St and MacArthur Blvd C xxxxx 0.761 C xxxxx 0.761 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-866
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:06 Page 2-2 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 25 Fairview Rd and Sunflower Ave B xxxxx 0.691 B xxxxx 0.691 + 0.000 V/C # 26 Greenville St and Edinger Ave B xxxxx 0.647 B xxxxx 0.647 + 0.000 V/C # 27 Greenville St and Segerstrom A C xxxxx 0.797 C xxxxx 0.797 + 0.000 V/C # 28 Raitt St and McFadden Ave B xxxxx 0.676 B xxxxx 0.676 + 0.000 V/C # 29 Raitt St and Edinger Ave E xxxxx 0.988 E xxxxx 0.988 + 0.000 V/C # 30 Bear St and MacArthur Blvd E xxxxx 0.904 E xxxxx 0.904 + 0.000 V/C # 31 Bristol St and 17th St D xxxxx 0.811 D xxxxx 0.811 + 0.000 V/C # 32 Bristol St and Civic Center Dr D xxxxx 0.898 D xxxxx 0.898 + 0.000 V/C # 33 Bristol St and Santa Ana Blvd C xxxxx 0.732 C xxxxx 0.732 + 0.000 V/C # 34 Bristol St and 1st St E xxxxx 0.972 E xxxxx 0.972 + 0.000 V/C # 35 Bristol St and McFadden Ave D xxxxx 0.890 D xxxxx 0.890 + 0.000 V/C # 36 Bristol St and Warner Ave D xxxxx 0.871 D xxxxx 0.871 + 0.000 V/C # 37 Bristol St and Segerstrom Ave E xxxxx 0.915 E xxxxx 0.915 + 0.000 V/C # 38 Bristol St and Alton Ave A xxxxx 0.583 A xxxxx 0.583 + 0.000 V/C # 39 Bristol St and MacArthur Blvd C xxxxx 0.796 C xxxxx 0.796 + 0.000 V/C # 40 Bristol St and Sunflower Ave C xxxxx 0.744 C xxxxx 0.744 + 0.000 V/C # 41 Bristol St and I-405 NB Ramps C 29.0 0.854 C 29.0 0.854 + 0.000 D/V # 42 Bristol St and I-405 SB Ramps B 18.2 0.631 B 18.2 0.631 + 0.000 D/V # 43 Flower St and Santa Ana Blvd B xxxxx 0.668 B xxxxx 0.668 + 0.000 V/C # 44 Flower St and 1st St F xxxxx 1.215 F xxxxx 1.215 + 0.000 V/C # 45 Flower St and McFadden Ave E xxxxx 0.968 E xxxxx 0.968 + 0.000 V/C # 46 Flower St and Segerstrom Ave E xxxxx 0.916 E xxxxx 0.916 + 0.000 V/C # 47 Flower St and MacArthur Blvd E xxxxx 0.908 E xxxxx 0.908 + 0.000 V/C # 48 Main St and La Veta Ave C xxxxx 0.764 C xxxxx 0.764 + 0.000 V/C # 49 Main St and Mainplace Dr / Mem A xxxxx 0.504 A xxxxx 0.504 + 0.000 V/C # 50 Main St and 17th St C xxxxx 0.799 C xxxxx 0.799 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-867
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:07 Page 2-3 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 51 Main St and Civic Center Dr D xxxxx 0.856 D xxxxx 0.856 + 0.000 V/C # 52 Main St and Santa Ana Blvd C xxxxx 0.700 C xxxxx 0.700 + 0.000 V/C # 53 Main St and 4th St A xxxxx 0.472 A xxxxx 0.472 + 0.000 V/C # 54 Main St and 1st St D xxxxx 0.803 D xxxxx 0.803 + 0.000 V/C # 55 Main St and McFadden Ave E xxxxx 0.935 E xxxxx 0.935 + 0.000 V/C # 56 Main St and Edinger Ave E xxxxx 0.977 E xxxxx 0.977 + 0.000 V/C # 57 Main St and MacArthur Blvd C xxxxx 0.781 C xxxxx 0.781 + 0.000 V/C # 58 Penn Wy and 17th St C 20.3 0.790 C 20.3 0.790 + 0.000 D/V # 59 I-5 NB Off Ramps/17th Street C 20.3 0.630 C 20.3 0.630 + 0.000 D/V # 60 Penn Wy and I-5 SB Ramps C 22.8 0.433 C 22.8 0.433 + 0.000 D/V # 61 Santiago St and Civic Center D D 27.6 0.896 D 27.6 0.896 + 0.000 V/C # 62 Santiago St and Santa Ana Blvd F xxxxx 1.411 F xxxxx 1.411 + 0.000 V/C # 63 Standard Ave and 4th St F xxxxx 1.341 F xxxxx 1.341 + 0.000 V/C # 64 Standard Ave and 1st St F xxxxx 1.484 F xxxxx 1.484 + 0.000 V/C # 65 Standard Ave and Mcfadden Ave C xxxxx 0.769 C xxxxx 0.769 + 0.000 V/C # 66 Halladay St and Warner Ave D xxxxx 0.824 D xxxxx 0.824 + 0.000 V/C # 67 Halladay St and Dyer Rd E xxxxx 0.945 E xxxxx 0.945 + 0.000 V/C # 68 SR-55 SB Ramps and MacArthur B B 18.4 0.602 B 18.4 0.602 + 0.000 D/V # 69 SR-55 NB Ramps and MacArthur B B 16.2 0.511 B 16.2 0.511 + 0.000 D/V # 70 SR-55 SB Ramps and Dyer Rd C 26.5 0.679 C 26.5 0.679 + 0.000 D/V # 71 Glassell St and La Veta Ave C xxxxx 0.766 C xxxxx 0.766 + 0.000 V/C # 72 Glassell St and SR-22 WB Ramps C 33.4 0.943 C 33.4 0.943 + 0.000 D/V # 73 Grand Ave / Glassell St and SR C 31.8 0.927 C 31.8 0.927 + 0.000 D/V # 74 Grand Ave and Fairhaven Ave B xxxxx 0.665 B xxxxx 0.665 + 0.000 V/C # 75 Grand Ave and Santa Clara Ave C xxxxx 0.731 C xxxxx 0.731 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-868
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:07 Page 2-4 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
# 76 Grand Ave and 17th St D xxxxx 0.854 D xxxxx 0.854 + 0.000 V/C # 77 Grand Ave and I-5 NB Ramps B 11.3 0.764 B 11.3 0.764 + 0.000 D/V # 78 Grand Ave and Santa Ana Blvd C 28.5 0.827 C 28.5 0.827 + 0.000 D/V # 79 Grand Ave and 1st St C xxxxx 0.718 C xxxxx 0.718 + 0.000 V/C # 80 Grand Ave and Chestnut Ave C xxxxx 0.783 C xxxxx 0.783 + 0.000 V/C # 81 Grand Ave and McFadden Ave D xxxxx 0.813 D xxxxx 0.813 + 0.000 V/C # 82 Grand Ave and Edinger Ave F xxxxx 1.079 F xxxxx 1.079 + 0.000 V/C # 83 Grand Ave and Warner Ave D xxxxx 0.899 D xxxxx 0.899 + 0.000 V/C # 84 SR-55 NB Ramps and Dyer Rd A 6.0 0.349 A 6.0 0.349 + 0.000 D/V # 85 Cambridge St and La Veta Ave D 26.1 0.938 D 26.1 0.938 + 0.000 V/C # 86 Cambridge St and Fairhaven Ave A xxxxx 0.531 A xxxxx 0.531 + 0.000 V/C # 87 Mabury St and 1st Street C 27.2 0.752 C 27.2 0.752 + 0.000 D/V # 88 Tustin St and La Veta Ave A xxxxx 0.344 A xxxxx 0.344 + 0.000 V/C # 89 Tustin St and SR-22 WB On-Ramp A 7.7 0.321 A 7.7 0.321 + 0.000 D/V # 90 Tustin St and SR-22 EB Off-Ram C 23.3 0.625 C 23.3 0.625 + 0.000 D/V # 91 Tustin Ave and Fairhaven Ave C xxxxx 0.757 C xxxxx 0.757 + 0.000 V/C # 92 Tustin Ave and Santa Clara Ave C xxxxx 0.779 C xxxxx 0.779 + 0.000 V/C # 93 Tustin Ave and 17th St C xxxxx 0.741 C xxxxx 0.741 + 0.000 V/C # 94 Tustin Ave and 4th St C xxxxx 0.784 C xxxxx 0.784 + 0.000 V/C # 95 SR-55 SB Ramps / Auto Mall Dr C 25.4 0.687 C 25.4 0.687 + 0.000 D/V # 96 SR-55 NB Ramps / Del Amo Ave a D 46.2 0.951 D 46.2 0.951 + 0.000 D/V # 97 Red Hill Ave and Edinger Ave D xxxxx 0.865 D xxxxx 0.865 + 0.000 V/C # 98 Red Hill Ave and Warner Ave E xxxxx 0.952 E xxxxx 0.952 + 0.000 V/C # 99 Red Hill Ave and Dyer Rd / bar A xxxxx 0.591 A xxxxx 0.591 + 0.000 V/C #100 Red Hill Ave and Alton Pkwy F xxxxx 1.494 F xxxxx 1.494 + 0.000 V/C #101 Red Hill Ave and MacArthur Blv C xxxxx 0.722 C xxxxx 0.722 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-869
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:08 Page 2-5 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Intersection Base Future Change Del/ V/ Del/ V/ in
LOS Veh C LOS Veh C
#102 Red Hill Ave and Main St D xxxxx 0.836 D xxxxx 0.836 + 0.000 V/C #103 I-5 SB Ramps and Santa Ana Blv B 19.9 0.444 B 19.9 0.444 + 0.000 D/V #104 Tustin Ranch Rd and Warner Ave B xxxxx 0.671 B xxxxx 0.671 + 0.000 V/C #105 Von Karman Ave and Barranca Pk F xxxxx 1.284 F xxxxx 1.284 + 0.000 V/C #106 Red Hill Avenue and El Camino B xxxxx 0.696 B xxxxx 0.696 + 0.000 V/C #107 Red Hill Avenue and I-5 NB Ram C 23.6 0.623 C 23.6 0.623 + 0.000 D/V #108 Red Hill Avenue and I-5 SB Ram C 21.8 0.713 C 21.8 0.713 + 0.000 D/V #109 Red Hill Avenue and Nisson Roa C xxxxx 0.715 C xxxxx 0.715 + 0.000 V/C #110 Red Hill Avenue and Walnut Ave C xxxxx 0.749 C xxxxx 0.749 + 0.000 V/C #111 Red Hill Avenue and Valencia A C xxxxx 0.753 C xxxxx 0.753 + 0.000 V/C #112 Tustin Ranch Road and Warner A E xxxxx 0.924 E xxxxx 0.924 + 0.000 V/C #113 Tustin Ranch Road and Walnut A F xxxxx 1.772 F xxxxx 1.772 + 0.000 V/C #114 SR-55 SB Ramps and Irvine Boul C 26.5 0.929 C 26.5 0.929 + 0.000 D/V #115 SR-55 NB Ramps and Irvine Boul C 22.3 0.841 C 22.3 0.841 + 0.000 D/V Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-870
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:09 Page 3-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Euclid St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.787 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 49 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include WideBypass WideBypass Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 165 1532 123 137 781 148 201 641 100 168 702 168 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 165 1532 123 137 781 148 201 641 100 168 702 168 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 165 1532 123 137 781 148 201 641 100 168 702 168 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 165 1532 123 137 781 148 201 641 100 168 702 168 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 165 1532 123 137 781 148 201 641 100 168 702 168 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.78 0.22 1.00 2.52 0.48 1.00 2.60 0.40 1.00 2.42 0.58 Final Sat.: 1600 4643 357 1600 4235 765 1600 4352 648 1600 4073 927 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.10 0.33 0.34 0.09 0.18 0.19 0.13 0.15 0.15 0.11 0.17 0.18 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-871
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:09 Page 4-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Euclid St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.793 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 51 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: WideBypass Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 248 2020 130 87 1070 130 134 307 136 86 359 166 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 248 2020 130 87 1070 130 134 307 136 86 359 166 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 248 2020 130 87 1070 130 134 307 136 86 359 166 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 248 2020 130 87 1070 130 134 307 136 86 359 166 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 248 2020 130 87 1070 130 134 307 136 86 359 166 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.82 0.18 1.00 2.68 0.32 1.00 1.39 0.61 1.00 1.37 0.63 Final Sat.: 1600 4710 290 1600 4480 520 1600 2318 982 1600 2288 1012 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.16 0.43 0.45 0.05 0.24 0.25 0.08 0.13 0.14 0.05 0.16 0.16 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-872
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:10 Page 5-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Euclid St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.860 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 69 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 2 1 0 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 551 1648 117 136 897 228 121 467 140 119 1103 179 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 551 1648 117 136 897 228 121 467 140 119 1103 179 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 551 1648 117 136 897 228 121 467 140 119 1103 179 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 551 1648 117 136 897 228 121 467 140 119 1103 179 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 551 1648 117 136 897 228 121 467 140 119 1103 179 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.80 0.20 2.00 2.39 0.61 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3200 4682 318 3200 4027 973 1600 3400 1600 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.17 0.35 0.37 0.04 0.22 0.23 0.08 0.14 0.09 0.07 0.32 0.11 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-873
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:11 Page 6-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Newhope St and Hazard Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.516 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 24 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 102 1129 44 45 954 114 33 66 40 8 51 15 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 102 1129 44 45 954 114 33 66 40 8 51 15 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 102 1129 44 45 954 114 33 66 40 8 51 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 102 1129 44 45 954 114 33 66 40 8 51 15 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 102 1129 44 45 954 114 33 66 40 8 51 15 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.92 0.08 1.00 1.79 0.21 1.00 0.62 0.38 1.00 0.77 0.23 Final Sat.: 1600 3180 120 1600 2958 342 1600 996 604 1600 1236 364 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.36 0.37 0.03 0.32 0.33 0.02 0.07 0.07 0.01 0.04 0.04 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-874
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:12 Page 7-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Newhope St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.684 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 188 1009 177 121 539 104 45 273 40 72 398 113 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 188 1009 177 121 539 104 45 273 40 72 398 113 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 188 1009 177 121 539 104 45 273 40 72 398 113 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 188 1009 177 121 539 104 45 273 40 72 398 113 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 188 1009 177 121 539 104 45 273 40 72 398 113 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 1.70 0.30 1.00 1.68 0.32 1.00 1.74 0.26 1.00 1.56 0.44 Final Sat.: 1600 2822 478 1600 2782 518 1600 2891 409 1600 2592 708 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.12 0.36 0.37 0.08 0.19 0.20 0.03 0.09 0.10 0.05 0.15 0.16 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-875
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:12 Page 8-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #6 Harbor Blvd and SR-22 WB Off-Ramp / Banner Dr ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.769 Loss Time (sec): 5 Average Delay (sec/veh): 23.8 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 0 0 0 2 1 0 0 0 1! 0 0 1 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 103 2324 0 0 1823 59 102 0 86 558 75 160 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 103 2324 0 0 1823 59 102 0 86 558 75 160 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 2324 0 0 1823 59 102 0 86 558 75 160 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 103 2324 0 0 1823 59 102 0 86 558 75 160 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 103 2324 0 0 1823 59 102 0 86 558 75 160 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 1.00 1.00 0.91 0.91 0.91 1.00 0.91 0.96 0.96 0.85 Lanes: 1.00 3.00 0.00 0.00 2.91 0.09 0.54 0.00 0.46 1.76 0.24 1.00 Final Sat.: 1805 5187 0 0 4999 162 942 0 794 3209 431 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.45 0.00 0.00 0.36 0.36 0.11 0.00 0.11 0.17 0.17 0.10 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.58 0.00 0.00 0.50 0.50 0.14 0.00 0.14 0.23 0.23 0.23 Volume/Cap: 0.72 0.77 0.00 0.00 0.72 0.72 0.77 0.00 0.77 0.77 0.77 0.44 Delay/Veh: 61.7 17.0 0.0 0.0 20.4 20.4 55.1 0.0 55.1 40.7 40.7 34.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 61.7 17.0 0.0 0.0 20.4 20.4 55.1 0.0 55.1 40.7 40.7 34.1 LOS by Move: E B A A C C E A E D D C HCM2k85thQ: 7 30 0 0 26 26 11 0 11 17 17 7 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-876
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:14 Page 9-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #7 Trask Avenue and SR-22 EB On-Ramp
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.381 Loss Time (sec): 5 Average Delay (sec/veh): 11.0 Optimal Cycle: 20 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 0 0 0 0 0 785 588 0 0 449 42 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 785 588 0 0 449 42 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 785 588 0 0 449 42 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 785 588 0 0 449 42 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 0 0 0 785 588 0 0 449 42 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.92 1.00 1.00 1.00 0.94 0.94 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1.00 0.00 0.00 1.83 0.17 Final Sat.: 0 0 0 0 0 0 3502 1900 0 0 3258 305 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.22 0.31 0.00 0.00 0.14 0.14 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.59 0.95 0.00 0.00 0.36 0.36 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.38 0.33 0.00 0.00 0.38 0.38 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 11.0 0.3 0.0 0.0 23.8 23.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 11.0 0.3 0.0 0.0 23.8 23.8 LOS by Move: A A A A A A B A A A C C HCM2k85thQ: 0 0 0 0 0 0 10 3 0 0 9 9 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-877
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:15 Page 10-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #8 Harbor Blvd and Westminster Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.842 Loss Time (sec): 0 Average Delay (sec/veh): xxxxxx Optimal Cycle: 145 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: WideBypass Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 222 1106 262 254 1752 202 227 808 39 294 1018 231 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 222 1106 262 254 1752 202 227 808 39 294 1018 231 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 222 1106 262 254 1752 202 227 808 39 294 1018 231 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 222 1106 262 254 1752 202 227 808 39 294 1018 231 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 222 1106 262 254 1752 202 227 808 39 294 1018 231 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 2.86 0.14 1.00 3.00 1.00 Final Sat.: 1600 5100 1600 1600 5100 1600 1600 4779 221 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.14 0.22 0.16 0.16 0.34 0.13 0.14 0.17 0.18 0.18 0.20 0.14 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-878
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:15 Page 11-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #9 Harbor Blvd and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.753 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 44 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 3 0 1 2 0 2 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 280 1446 160 240 1053 142 192 784 148 185 865 141 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 280 1446 160 240 1053 142 192 784 148 185 865 141 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 280 1446 160 240 1053 142 192 784 148 185 865 141 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 280 1446 160 240 1053 142 192 784 148 185 865 141 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 280 1446 160 240 1053 142 192 784 148 185 865 141 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 2.52 0.48 2.00 2.58 0.42 Final Sat.: 1600 5100 1600 1600 5100 1600 3200 4238 762 3200 4327 673 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.17 0.28 0.10 0.15 0.21 0.09 0.06 0.19 0.19 0.06 0.20 0.21 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-879
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:16 Page 12-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Harbor Blvd and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.711 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 38 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 2 1 0 1 0 1 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 182 1866 136 261 1114 101 147 358 45 63 151 43 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 182 1866 136 261 1114 101 147 358 45 63 151 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 182 1866 136 261 1114 101 147 358 45 63 151 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 182 1866 136 261 1114 101 147 358 45 63 151 43 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 182 1866 136 261 1114 101 147 358 45 63 151 43 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.75 0.25 1.00 1.78 0.22 1.00 0.78 0.22 Final Sat.: 3200 5100 1600 3200 4601 399 1600 2943 357 1600 1245 355 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.37 0.09 0.08 0.24 0.25 0.09 0.12 0.13 0.04 0.12 0.12 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-880
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:25 Page 13-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #11 Harbor Blvd and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.722 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 40 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 262 1645 199 283 822 75 109 460 81 188 1089 363 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 262 1645 199 283 822 75 109 460 81 188 1089 363 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 262 1645 199 283 822 75 109 460 81 188 1089 363 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 262 1645 199 283 822 75 109 460 81 188 1089 363 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 262 1645 199 283 822 75 109 460 81 188 1089 363 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.55 0.45 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 4281 719 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.08 0.32 0.12 0.09 0.16 0.05 0.03 0.11 0.11 0.06 0.21 0.23 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-881
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:29 Page 14-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Harbor Blvd and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.539 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 768 3685 277 250 1389 166 198 1399 320 253 2626 838 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 768 3685 277 250 1389 166 198 1399 320 253 2626 838 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 768 3685 277 250 1389 166 198 1399 320 253 2626 838 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 768 3685 277 250 1389 166 198 1399 320 253 2626 838 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 768 3685 277 250 1389 166 198 1399 320 253 2626 838 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.79 0.21 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 4664 336 3200 5100 1600 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.24 0.79 0.83 0.08 0.27 0.10 0.06 0.27 0.20 0.08 0.51 0.52 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-882
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:31 Page 15-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Harbor Blvd and Segerstrom Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.934 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 113 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 275 1732 55 86 973 86 118 585 192 121 1308 475 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 275 1732 55 86 973 86 118 585 192 121 1308 475 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 275 1732 55 86 973 86 118 585 192 121 1308 475 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 275 1732 55 86 973 86 118 585 192 121 1308 475 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 275 1732 55 86 973 86 118 585 192 121 1308 475 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 2.00 2.91 0.09 1.00 2.76 0.24 1.00 1.51 0.49 1.00 2.00 1.00 Final Sat.: 3200 4852 148 1600 4610 390 1600 2509 791 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.09 0.36 0.37 0.05 0.21 0.22 0.07 0.23 0.24 0.08 0.38 0.30 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-883
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:34 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): 0.891 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 82 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 0 1 0 1 0 1 0 1 1 0 3 0 1 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 1139 7 66 12 4 14 35 869 156 25 2320 12 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1139 7 66 12 4 14 35 869 156 25 2320 12 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1139 7 66 12 4 14 35 869 156 25 2320 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1139 7 66 12 4 14 35 869 156 25 2320 12 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1139 7 66 12 4 14 35 869 156 25 2320 12 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 0.10 0.90 1.00 1.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3200 153 1447 1600 1700 1600 1600 5100 1600 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.36 0.05 0.05 0.01 0.00 0.01 0.02 0.17 0.10 0.02 0.45 0.01 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-884
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:36 Page 17-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #15 MacArthur Blvd and Harbor Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.788 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 3 0 1 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 527 1362 79 206 1039 170 143 501 185 85 1429 269 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 527 1362 79 206 1039 170 143 501 185 85 1429 269 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 527 1362 79 206 1039 170 143 501 185 85 1429 269 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 527 1362 79 206 1039 170 143 501 185 85 1429 269 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 527 1362 79 206 1039 170 143 501 185 85 1429 269 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 1600 5100 1600 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.16 0.27 0.05 0.06 0.20 0.11 0.09 0.10 0.12 0.05 0.28 0.17 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-885
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:44 Page 18-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #16 Harbor Blvd and Sunflower Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.711 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 38 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 1 1 0 1 1 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 156 1552 230 118 1464 44 85 230 239 282 592 221 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 156 1552 230 118 1464 44 85 230 239 282 592 221 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 156 1552 230 118 1464 44 85 230 239 282 592 221 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 156 1552 230 118 1464 44 85 230 239 282 592 221 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 156 1552 230 118 1464 44 85 230 239 282 592 221 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 1.00 1.00 1.00 1.39 0.61 Final Sat.: 3200 5100 1600 3200 5100 1600 1600 1700 1600 1600 2322 974 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.05 0.30 0.14 0.04 0.29 0.03 0.05 0.14 0.15 0.18 0.25 0.23 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-886
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:47 Page 19-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #17 Harbor Blvd and I-405 NB Off-Ramp
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.710 Loss Time (sec): 5 Average Delay (sec/veh): 18.8 Optimal Cycle: 40 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 4 0 0 0 0 4 0 0 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 1488 0 0 2570 0 0 0 0 513 0 828 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1488 0 0 2570 0 0 0 0 513 0 828 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1488 0 0 2570 0 0 0 0 513 0 828 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1488 0 0 2570 0 0 0 0 513 0 828 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1488 0 0 2570 0 0 0 0 513 0 828 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.89 1.00 0.89 Lanes: 0.00 4.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 1.38 0.00 1.62 Final Sat.: 0 6916 0 0 6916 0 0 0 0 2337 0 2734 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.22 0.00 0.00 0.37 0.00 0.00 0.00 0.00 0.22 0.00 0.30 Crit Moves: **** **** **** Green/Cycle: 0.00 0.52 0.00 0.00 0.52 0.00 0.00 0.00 0.00 0.43 0.00 0.43 Volume/Cap: 0.00 0.41 0.00 0.00 0.71 0.00 0.00 0.00 0.00 0.51 0.00 0.71 Delay/Veh: 0.0 14.5 0.0 0.0 18.7 0.0 0.0 0.0 0.0 21.2 0.0 24.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 14.5 0.0 0.0 18.7 0.0 0.0 0.0 0.0 21.2 0.0 24.9 LOS by Move: A B A A B A A A A C A C HCM2k85thQ: 0 12 0 0 25 0 0 0 0 13 0 21 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-887
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2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:52 Page 20-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #18 Harbor Blvd and I-405 SB Off-Ramp
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.673 Loss Time (sec): 5 Average Delay (sec/veh): 18.1 Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 3 0 1 0 0 4 0 0 1 0 1! 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 1881 0 0 2254 0 181 0 833 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1881 0 0 2254 0 181 0 833 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1881 0 0 2254 0 181 0 833 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1881 0 0 2254 0 181 0 833 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1881 0 0 2254 0 181 0 833 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.91 1.00 0.87 1.00 0.87 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 0.00 4.00 0.00 1.18 0.00 1.82 0.00 0.00 0.00 Final Sat.: 0 5187 1900 0 6916 0 1946 0 3008 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.36 0.00 0.00 0.33 0.00 0.09 0.00 0.28 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.54 0.00 0.00 0.54 0.00 0.41 0.00 0.41 0.00 0.00 0.00 Volume/Cap: 0.00 0.67 0.00 0.00 0.61 0.00 0.23 0.00 0.67 0.00 0.00 0.00 Delay/Veh: 0.0 17.4 0.0 0.0 16.1 0.0 19.1 0.0 25.2 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 17.4 0.0 0.0 16.1 0.0 19.1 0.0 25.2 0.0 0.0 0.0 LOS by Move: A B A A B A B A C A A A HCM2k85thQ: 0 23 0 0 20 0 5 0 18 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-888
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2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:54 Page 21-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #19 Fairview St and Civic Center Dr
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.707 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 38 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: WideBypass Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 1 0 1 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 6 1777 499 205 1903 0 2 6 4 164 0 61 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 6 1777 499 205 1903 0 2 6 4 164 0 61 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 6 1777 499 205 1903 0 2 6 4 164 0 61 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 6 1777 499 205 1903 0 2 6 4 164 0 61 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 6 1777 499 205 1903 0 2 6 4 164 0 61 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.06 1.00 Lanes: 1.00 2.34 0.66 1.00 3.00 0.00 0.33 1.00 0.67 2.00 0.00 1.00 Final Sat.: 1600 3948 1052 1600 5000 0 533 1600 1067 3200 0 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.45 0.47 0.13 0.38 0.00 0.00 0.00 0.00 0.05 0.00 0.04 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-889
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:55 Page 22-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #20 Fairview St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.894 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 83 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 182 1339 121 236 1468 291 215 870 151 126 952 147 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 182 1339 121 236 1468 291 215 870 151 126 952 147 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 182 1339 121 236 1468 291 215 870 151 126 952 147 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 182 1339 121 236 1468 291 215 870 151 126 952 147 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 182 1339 121 236 1468 291 215 870 151 126 952 147 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 3.00 1.00 1.00 2.50 0.50 1.00 2.56 0.44 1.00 2.60 0.40 Final Sat.: 1600 5100 1600 1600 4206 794 1600 4290 710 1600 4358 642 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.11 0.26 0.08 0.15 0.35 0.37 0.13 0.20 0.21 0.08 0.22 0.23 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-890
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2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:57 Page 23-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #21 Fairview St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.684 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 35 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 174 1596 139 195 1577 246 79 214 53 51 177 43 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 174 1596 139 195 1577 246 79 214 53 51 177 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 174 1596 139 195 1577 246 79 214 53 51 177 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 174 1596 139 195 1577 246 79 214 53 51 177 43 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 174 1596 139 195 1577 246 79 214 53 51 177 43 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 0.80 0.20 1.00 0.80 0.20 Final Sat.: 1600 5100 1600 1600 5100 1600 1600 1282 318 1600 1287 313 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.11 0.31 0.09 0.12 0.31 0.15 0.05 0.17 0.17 0.03 0.14 0.14 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-891
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:58 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): 0.920 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 190 1810 111 198 616 151 205 628 168 639 1353 297 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 190 1810 111 198 616 151 205 628 168 639 1353 297 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 190 1810 111 198 616 151 205 628 168 639 1353 297 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 190 1810 111 198 616 151 205 628 168 639 1353 297 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 190 1810 111 198 616 151 205 628 168 639 1353 297 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 2.00 2.83 0.17 2.00 2.41 0.59 2.00 2.37 0.63 2.00 2.46 0.54 Final Sat.: 3200 4723 277 3200 4055 945 3200 3987 1013 3200 4136 864 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.38 0.40 0.06 0.15 0.16 0.06 0.16 0.17 0.20 0.33 0.34 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-892
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:44:59 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): 0.805 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 53 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 211 1679 156 179 906 92 163 792 123 178 1049 227 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 211 1679 156 179 906 92 163 792 123 178 1049 227 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 211 1679 156 179 906 92 163 792 123 178 1049 227 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 211 1679 156 179 906 92 163 792 123 178 1049 227 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 211 1679 156 179 906 92 163 792 123 178 1049 227 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 2.00 2.74 0.26 2.00 2.72 0.28 2.00 2.60 0.40 2.00 2.47 0.53 Final Sat.: 3200 4592 408 3200 4558 442 3200 4355 645 3200 4146 854 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.07 0.37 0.38 0.06 0.20 0.21 0.05 0.18 0.19 0.06 0.25 0.27 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-893
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ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #24 Fairview St and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.761 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 45 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 228 1568 85 162 902 83 253 661 223 159 1210 212 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 228 1568 85 162 902 83 253 661 223 159 1210 212 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 228 1568 85 162 902 83 253 661 223 159 1210 212 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 228 1568 85 162 902 83 253 661 223 159 1210 212 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 228 1568 85 162 902 83 253 661 223 159 1210 212 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.85 0.15 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 4753 247 3200 5100 1600 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.07 0.33 0.34 0.05 0.18 0.05 0.08 0.13 0.14 0.05 0.24 0.13 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-894
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ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #25 Fairview Rd and Sunflower Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.691 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 1 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 190 1705 371 138 1145 79 245 520 115 208 522 136 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 190 1705 371 138 1145 79 245 520 115 208 522 136 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 190 1705 371 138 1145 79 245 520 115 208 522 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 190 1705 371 138 1145 79 245 520 115 208 522 136 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 190 1705 371 138 1145 79 245 520 115 208 522 136 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 2.81 0.19 2.00 1.64 0.36 2.00 2.00 1.00 Final Sat.: 3200 5100 1600 3200 4690 310 3200 2720 580 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.33 0.23 0.04 0.24 0.26 0.08 0.19 0.20 0.07 0.15 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-895
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ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #26 Greenville St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.647 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 32 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 2 1 0 1 0 3 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 327 0 218 0 0 0 0 1178 240 155 1840 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 327 0 218 0 0 0 0 1178 240 155 1840 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 327 0 218 0 0 0 0 1178 240 155 1840 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 327 0 218 0 0 0 0 1178 240 155 1840 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 327 0 218 0 0 0 0 1178 240 155 1840 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.49 0.51 1.00 3.00 0.00 Final Sat.: 1600 0 1600 0 0 0 0 4188 812 1600 5100 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.20 0.00 0.14 0.00 0.00 0.00 0.00 0.28 0.30 0.10 0.36 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-896
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ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #27 Greenville St and Segerstrom Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.797 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 51 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 50 414 31 44 143 44 138 1049 60 39 1490 213 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 414 31 44 143 44 138 1049 60 39 1490 213 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 50 414 31 44 143 44 138 1049 60 39 1490 213 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 50 414 31 44 143 44 138 1049 60 39 1490 213 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 50 414 31 44 143 44 138 1049 60 39 1490 213 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.04 1.00 1.00 1.05 1.00 Lanes: 1.00 0.93 0.07 1.00 0.76 0.24 1.00 2.84 0.16 1.00 2.62 0.38 Final Sat.: 1600 1489 111 1600 1224 376 1600 4740 260 1600 4400 600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.28 0.28 0.03 0.12 0.12 0.09 0.22 0.23 0.02 0.34 0.35 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-897
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ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #28 Raitt St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.676 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 35 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 34 482 75 24 252 40 59 347 30 38 318 44 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 34 482 75 24 252 40 59 347 30 38 318 44 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 34 482 75 24 252 40 59 347 30 38 318 44 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 34 482 75 24 252 40 59 347 30 38 318 44 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 34 482 75 24 252 40 59 347 30 38 318 44 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.87 0.13 1.00 0.86 0.14 1.00 0.92 0.08 1.00 0.88 0.12 Final Sat.: 1600 1385 215 1600 1381 219 1600 1473 127 1600 1406 194 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.02 0.35 0.35 0.02 0.18 0.18 0.04 0.24 0.24 0.02 0.23 0.23 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-898
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ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #29 Raitt St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.988 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 84 361 101 61 209 52 177 1226 175 195 2203 197 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 84 361 101 61 209 52 177 1226 175 195 2203 197 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 84 361 101 61 209 52 177 1226 175 195 2203 197 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 84 361 101 61 209 52 177 1226 175 195 2203 197 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 84 361 101 61 209 52 177 1226 175 195 2203 197 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 0.78 0.22 1.00 0.80 0.20 1.00 2.63 0.37 1.00 2.75 0.25 Final Sat.: 1600 1250 350 1600 1281 319 1600 4400 600 1600 4606 394 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.05 0.29 0.29 0.04 0.16 0.16 0.11 0.28 0.29 0.12 0.48 0.50 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-899
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ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #30 Bear St and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.904 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 89 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 262 1258 328 115 278 84 90 847 88 82 1475 235 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 262 1258 328 115 278 84 90 847 88 82 1475 235 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 262 1258 328 115 278 84 90 847 88 82 1475 235 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 262 1258 328 115 278 84 90 847 88 82 1475 235 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 262 1258 328 115 278 84 90 847 88 82 1475 235 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.72 0.28 1.00 2.59 0.41 Final Sat.: 1600 3400 1600 1600 3400 1600 1600 4548 452 1600 4340 660 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.16 0.37 0.21 0.07 0.08 0.05 0.06 0.19 0.19 0.05 0.34 0.36 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-900
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ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #31 Bristol St and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.811 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 54 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 370 1801 300 347 1847 314 243 543 98 280 1055 357 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 370 1801 300 347 1847 314 243 543 98 280 1055 357 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 370 1801 300 347 1847 314 243 543 98 280 1055 357 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 370 1801 300 347 1847 314 243 543 98 280 1055 357 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 370 1801 300 347 1847 314 243 543 98 280 1055 357 OvlAdjVol: 183 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.54 0.46 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 4266 734 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.12 0.35 0.19 0.11 0.36 0.20 0.08 0.13 0.13 0.09 0.21 0.22 OvlAdjV/S: 0.11 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-901
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ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #32 Bristol St and Civic Center Dr
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.898 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 85 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 214 1494 78 173 1589 163 130 366 43 149 635 72 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 214 1494 78 173 1589 163 130 366 43 149 635 72 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 214 1494 78 173 1589 163 130 366 43 149 635 72 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 214 1494 78 173 1589 163 130 366 43 149 635 72 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 214 1494 78 173 1589 163 130 366 43 149 635 72 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.00 1.00 1.00 1.03 1.00 Lanes: 1.00 2.85 0.15 1.00 2.72 0.28 1.00 0.89 0.11 1.00 1.80 0.20 Final Sat.: 1600 4762 238 1600 4553 447 1600 1432 168 1600 2974 326 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.13 0.31 0.33 0.11 0.35 0.37 0.08 0.26 0.26 0.09 0.21 0.22 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-902
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ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #33 Bristol St and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.732 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 41 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 85 1722 98 120 1597 60 70 194 45 125 199 54 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 85 1722 98 120 1597 60 70 194 45 125 199 54 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 85 1722 98 120 1597 60 70 194 45 125 199 54 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 85 1722 98 120 1597 60 70 194 45 125 199 54 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 85 1722 98 120 1597 60 70 194 45 125 199 54 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.84 0.16 1.00 2.89 0.11 1.00 0.81 0.19 1.00 0.79 0.21 Final Sat.: 1600 4742 258 1600 4826 174 1600 1299 301 1600 1258 342 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.05 0.36 0.38 0.08 0.33 0.35 0.04 0.15 0.15 0.08 0.16 0.16 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-903
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:11 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): 0.972 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 167 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 434 1872 276 216 1169 264 259 1454 186 155 953 90 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 434 1872 276 216 1169 264 259 1454 186 155 953 90 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 434 1872 276 216 1169 264 259 1454 186 155 953 90 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 434 1872 276 216 1169 264 259 1454 186 155 953 90 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 434 1872 276 216 1169 264 259 1454 186 155 953 90 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.03 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.66 0.34 1.00 1.83 0.17 Final Sat.: 3200 5100 1600 3200 5100 1600 1600 4456 544 1600 3024 276 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.14 0.37 0.17 0.07 0.23 0.17 0.16 0.33 0.34 0.10 0.32 0.33 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-904
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:13 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): 0.890 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 81 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 249 1833 99 116 1618 373 114 222 44 82 424 50 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 249 1833 99 116 1618 373 114 222 44 82 424 50 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 249 1833 99 116 1618 373 114 222 44 82 424 50 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 249 1833 99 116 1618 373 114 222 44 82 424 50 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 249 1833 99 116 1618 373 114 222 44 82 424 50 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 0.83 0.17 1.00 0.89 0.11 Final Sat.: 1600 5100 1600 1600 5100 1600 1600 1335 265 1600 1431 169 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.16 0.36 0.06 0.07 0.32 0.23 0.07 0.17 0.17 0.05 0.30 0.30 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-905
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:14 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): 0.871 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 72 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 2 1 0 1 0 3 0 1 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 312 1170 213 343 1144 223 159 715 126 282 1662 487 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 312 1170 213 343 1144 223 159 715 126 282 1662 487 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 312 1170 213 343 1144 223 159 715 126 282 1662 487 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 312 1170 213 343 1144 223 159 715 126 282 1662 487 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 312 1170 213 343 1144 223 159 715 126 282 1662 487 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.54 0.46 2.00 2.51 0.49 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3200 4261 739 3200 4217 783 1600 5100 1600 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.10 0.27 0.29 0.11 0.27 0.28 0.10 0.14 0.08 0.18 0.33 0.30 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-906
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:15 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): 0.915 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 96 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: WideBypass Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 177 1309 231 98 894 187 279 998 79 156 1408 71 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 177 1309 231 98 894 187 279 998 79 156 1408 71 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 177 1309 231 98 894 187 279 998 79 156 1408 71 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 177 1309 231 98 894 187 279 998 79 156 1408 71 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 177 1309 231 98 894 187 279 998 79 156 1408 71 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 2.55 0.45 1.00 2.48 0.52 1.00 2.78 0.22 1.00 2.86 0.14 Final Sat.: 1600 4280 720 1600 4170 830 1600 4648 352 1600 4770 230 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.11 0.31 0.32 0.06 0.21 0.23 0.17 0.21 0.22 0.10 0.30 0.31 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-907
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:16 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): 0.583 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 28 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: WideBypass Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 3 0 1 1 0 1 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 43 1667 157 114 858 54 50 70 130 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 1667 157 114 858 54 50 70 130 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 1667 157 114 858 54 50 70 130 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 1667 157 114 858 54 50 70 130 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 1667 157 114 858 54 50 70 130 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.00 1.00 Lanes: 1.00 2.74 0.26 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Sat.: 1600 4587 413 1600 5100 1600 1600 1700 1600 1600 1600 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.36 0.38 0.07 0.17 0.03 0.03 0.04 0.08 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-908
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:17 Page 41-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #39 Bristol St and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.796 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 51 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 335 1428 260 237 871 137 357 796 169 247 1432 270 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 335 1428 260 237 871 137 357 796 169 247 1432 270 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 335 1428 260 237 871 137 357 796 169 247 1432 270 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 335 1428 260 237 871 137 357 796 169 247 1432 270 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 335 1428 260 237 871 137 357 796 169 247 1432 270 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 2.59 0.41 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 4348 652 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.10 0.28 0.16 0.07 0.20 0.21 0.11 0.16 0.11 0.08 0.28 0.17 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-909
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2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:19 Page 42-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #40 Bristol St and Sunflower Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.744 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 42 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 1 2 0 3 0 1 2 0 2 1 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 687 1452 234 226 844 242 391 764 296 254 976 311 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 687 1452 234 226 844 242 391 764 296 254 976 311 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 687 1452 234 226 844 242 391 764 296 254 976 311 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 687 1452 234 226 844 242 391 764 296 254 976 311 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 687 1452 234 226 844 242 391 764 296 254 976 311 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.88 1.12 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 4813 1787 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.21 0.28 0.15 0.07 0.17 0.15 0.12 0.16 0.17 0.08 0.19 0.19 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-910
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2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:21 Page 43-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #41 Bristol St and I-405 NB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.854 Loss Time (sec): 5 Average Delay (sec/veh): 29.0 Optimal Cycle: 69 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 4 0 1 0 0 4 1 0 0 0 0 0 2 1 1 1 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 2235 195 0 2458 23 0 0 204 357 306 1184 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2235 195 0 2458 23 0 0 204 357 306 1184 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2235 195 0 2458 23 0 0 204 357 306 1184 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2235 195 0 2458 23 0 0 204 357 306 1184 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2235 195 0 2458 23 0 0 204 357 306 1184 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 1.00 0.91 0.91 1.00 1.00 0.75 0.93 0.93 0.75 Lanes: 0.00 4.00 1.00 0.00 4.95 0.05 0.00 0.00 2.00 1.62 1.38 2.00 Final Sat.: 0 6916 1615 0 8556 80 0 0 2842 2840 2434 2842 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.32 0.12 0.00 0.29 0.29 0.00 0.00 0.07 0.13 0.13 0.42 Crit Moves: **** **** **** **** Green/Cycle: 0.00 0.38 0.38 0.00 0.38 0.38 0.00 0.00 0.08 0.49 0.49 0.49 Volume/Cap: 0.00 0.85 0.32 0.00 0.76 0.76 0.00 0.00 0.85 0.26 0.26 0.85 Delay/Veh: 0.0 31.5 22.3 0.0 28.2 28.2 0.0 0.0 69.8 15.1 15.1 27.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 31.5 22.3 0.0 28.2 28.2 0.0 0.0 69.8 15.1 15.1 27.9 LOS by Move: A C C A C C A A E B B C HCM2k85thQ: 0 29 7 0 24 24 0 0 9 6 6 30 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-911
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2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:22 Page 44-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #42 Bristol St and I-405 SB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.631 Loss Time (sec): 5 Average Delay (sec/veh): 18.2 Optimal Cycle: 32 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 4 0 0 0 0 2 1 1 3 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 135 1647 0 0 1657 968 740 0 331 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 135 1647 0 0 1657 968 740 0 331 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 135 1647 0 0 1657 0 740 0 331 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 135 1647 0 0 1657 0 740 0 331 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 135 1647 0 0 1657 0 740 0 331 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 1.00 1.00 0.91 0.91 0.92 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 4.00 0.00 0.00 3.00 1.00 3.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1805 6916 0 0 5187 1729 5253 0 1615 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.07 0.24 0.00 0.00 0.32 0.00 0.14 0.00 0.20 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.12 0.63 0.00 0.00 0.51 0.00 0.32 0.00 0.32 0.00 0.00 0.00 Volume/Cap: 0.63 0.38 0.00 0.00 0.63 0.00 0.43 0.00 0.63 0.00 0.00 0.00 Delay/Veh: 47.9 9.3 0.0 0.0 18.4 0.0 26.7 0.0 31.1 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.9 9.3 0.0 0.0 18.4 0.0 26.7 0.0 31.1 0.0 0.0 0.0 LOS by Move: D A A A B A C A C A A A HCM2k85thQ: 8 10 0 0 21 0 10 0 14 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-912
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:24 Page 45-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #43 Flower St and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.668 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 34 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 215 1307 107 95 486 44 104 300 49 106 371 110 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 215 1307 107 95 486 44 104 300 49 106 371 110 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 215 1307 107 95 486 44 104 300 49 106 371 110 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 215 1307 107 95 486 44 104 300 49 106 371 110 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 215 1307 107 95 486 44 104 300 49 106 371 110 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1600 3400 1600 1600 3400 1600 1600 3400 1600 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.13 0.38 0.07 0.06 0.14 0.03 0.07 0.09 0.03 0.07 0.11 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-913
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2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:26 Page 46-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #44 Flower St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.215 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 211 1000 238 140 383 111 135 1181 98 144 969 101 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 211 1000 238 140 383 111 135 1181 98 144 969 101 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 211 1000 238 140 383 111 135 1181 98 144 969 101 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 211 1000 238 140 383 111 135 1181 98 144 969 101 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 211 1000 238 140 383 111 135 1181 98 144 969 101 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.03 1.00 1.00 1.03 1.00 Lanes: 1.00 1.00 1.00 1.00 1.55 0.45 1.00 1.85 0.15 1.00 1.81 0.19 Final Sat.: 1600 1700 1600 1600 2581 719 1600 3055 245 1600 2998 302 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.13 0.59 0.15 0.09 0.15 0.15 0.08 0.39 0.40 0.09 0.32 0.33 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-914
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2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:27 Page 47-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #45 Flower St and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.968 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 159 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 54 734 45 26 201 33 56 422 17 43 532 76 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 54 734 45 26 201 33 56 422 17 43 532 76 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 54 734 45 26 201 33 56 422 17 43 532 76 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 54 734 45 26 201 33 56 422 17 43 532 76 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 54 734 45 26 201 33 56 422 17 43 532 76 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.94 0.06 1.00 0.86 0.14 1.00 0.96 0.04 1.00 0.88 0.12 Final Sat.: 1600 1508 92 1600 1374 226 1600 1538 62 1600 1400 200 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.49 0.49 0.02 0.15 0.15 0.04 0.27 0.27 0.03 0.38 0.38 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-915
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2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:28 Page 48-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #46 Flower St and Segerstrom Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.916 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 97 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 120 843 80 80 449 129 241 1198 126 101 1699 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 120 843 80 80 449 129 241 1198 126 101 1699 109 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 120 843 80 80 449 129 241 1198 126 101 1699 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 120 843 80 80 449 129 241 1198 126 101 1699 109 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 120 843 80 80 449 129 241 1198 126 101 1699 109 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.04 1.00 Lanes: 1.00 1.83 0.17 1.00 1.55 0.45 1.00 2.71 0.29 1.00 2.82 0.18 Final Sat.: 1600 3023 277 1600 2586 714 1600 4543 457 1600 4711 289 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.08 0.28 0.29 0.05 0.17 0.18 0.15 0.26 0.28 0.06 0.36 0.38 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-916
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2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:28 Page 49-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #47 Flower St and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.908 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 92 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 116 553 65 97 233 224 264 1254 80 61 1967 175 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 116 553 65 97 233 224 264 1254 80 61 1967 175 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 116 553 65 97 233 224 264 1254 80 61 1967 175 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 116 553 65 97 233 224 264 1254 80 61 1967 175 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 116 553 65 97 233 224 264 1254 80 61 1967 175 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.05 1.00 Lanes: 1.00 1.79 0.21 1.00 1.02 0.98 1.00 2.82 0.18 1.00 2.75 0.25 Final Sat.: 1600 2963 337 1600 1732 1568 1600 4712 288 1600 4608 392 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.07 0.19 0.19 0.06 0.13 0.14 0.17 0.27 0.28 0.04 0.43 0.45 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-917
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2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:29 Page 50-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #48 Main St and La Veta Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.764 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 45 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 2 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 310 948 444 191 1199 309 347 495 222 332 662 266 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 310 948 444 191 1199 309 347 495 222 332 662 266 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 310 948 444 191 1199 309 347 495 222 332 662 266 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 310 948 444 191 1199 309 347 495 222 332 662 266 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 310 948 444 191 1199 309 347 495 222 332 662 266 OvlAdjVol: 278 171 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 2.39 0.61 2.00 2.07 0.93 2.00 2.00 1.00 Final Sat.: 3200 5100 1600 3200 4016 984 3200 3514 1486 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.10 0.19 0.28 0.06 0.30 0.31 0.11 0.14 0.15 0.10 0.19 0.17 OvlAdjV/S: 0.17 0.11 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-918
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2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:29 Page 51-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #49 Main St and Mainplace Dr / Memory Ln
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.504 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 24 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 102 1075 204 48 999 132 195 217 58 370 302 146 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 102 1075 204 48 999 132 195 217 58 370 302 146 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 102 1075 204 48 999 132 195 217 58 370 302 146 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 102 1075 204 48 999 132 195 217 58 370 302 146 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 102 1075 204 48 999 132 195 217 58 370 302 146 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 2.00 2.52 0.48 2.00 2.65 0.35 2.00 2.37 0.63 2.00 2.00 1.00 Final Sat.: 3200 4234 766 3200 4440 560 3200 3988 1012 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.25 0.27 0.02 0.23 0.24 0.06 0.05 0.06 0.12 0.09 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-919
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2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:30 Page 52-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #50 Main St and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.799 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 52 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 0 1 2 0 2 0 1 2 0 2 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 239 1237 270 243 1062 164 174 975 58 187 1147 76 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 239 1237 270 243 1062 164 174 975 58 187 1147 76 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 239 1237 270 243 1062 164 174 975 58 187 1147 76 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 239 1237 270 243 1062 164 174 975 58 187 1147 76 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 239 1237 270 243 1062 164 174 975 58 187 1147 76 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.83 0.17 2.00 2.81 0.19 Final Sat.: 3200 3400 1600 3200 3400 1600 3200 4730 270 3200 4702 298 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.07 0.36 0.17 0.08 0.31 0.10 0.05 0.21 0.22 0.06 0.24 0.25 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-920
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2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:31 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): 0.856 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 67 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 98 1234 103 63 1031 65 168 930 111 38 384 39 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 98 1234 103 63 1031 65 168 930 111 38 384 39 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 98 1234 103 63 1031 65 168 930 111 38 384 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 98 1234 103 63 1031 65 168 930 111 38 384 39 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 98 1234 103 63 1031 65 168 930 111 38 384 39 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.03 1.00 Lanes: 1.00 1.85 0.15 1.00 1.88 0.12 1.00 1.79 0.21 1.00 1.82 0.18 Final Sat.: 1600 3053 247 1600 3110 190 1600 2959 341 1600 3005 295 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.40 0.42 0.04 0.33 0.34 0.11 0.31 0.33 0.02 0.13 0.13 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-921
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:31 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): 0.700 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 37 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 0 0 0 1 1 0 0 0 0 0 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 56 1280 0 0 1108 54 0 0 0 65 656 85 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 56 1280 0 0 1108 54 0 0 0 65 656 85 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 56 1280 0 0 1108 54 0 0 0 65 656 85 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 56 1280 0 0 1108 54 0 0 0 65 656 85 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 56 1280 0 0 1108 54 0 0 0 65 656 85 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.03 1.00 1.00 1.06 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 1.91 0.09 0.00 0.00 0.00 0.16 1.63 0.21 Final Sat.: 1600 3400 0 0 3151 149 0 0 0 258 2604 337 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.38 0.00 0.00 0.35 0.36 0.00 0.00 0.00 0.04 0.25 0.25 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-922
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:32 Page 55-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #53 Main St and 4th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.472 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 22 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 1 0 0 0 1 1 0 0 0 1 1 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 1108 53 0 951 43 0 112 63 0 157 40 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1108 53 0 951 43 0 112 63 0 157 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1108 53 0 951 43 0 112 63 0 157 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1108 53 0 951 43 0 112 63 0 157 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1108 53 0 951 43 0 112 63 0 157 40 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.05 1.00 1.00 1.04 1.00 Lanes: 0.00 1.91 0.09 0.00 1.91 0.09 0.00 1.28 0.72 0.00 1.59 0.41 Final Sat.: 0 3154 146 0 3162 138 0 2148 1152 0 2650 650 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.35 0.36 0.00 0.30 0.31 0.00 0.05 0.05 0.00 0.06 0.06 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-923
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:33 Page 56-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #54 Main St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.803 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 53 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 179 875 76 160 615 131 91 921 68 75 834 58 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 179 875 76 160 615 131 91 921 68 75 834 58 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 179 875 76 160 615 131 91 921 68 75 834 58 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 179 875 76 160 615 131 91 921 68 75 834 58 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 179 875 76 160 615 131 91 921 68 75 834 58 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.06 1.00 1.00 1.03 1.00 1.00 1.03 1.00 Lanes: 1.00 1.84 0.16 1.00 2.00 1.00 1.00 1.86 0.14 1.00 1.87 0.13 Final Sat.: 1600 3044 256 1600 3400 1600 1600 3080 220 1600 3092 208 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.11 0.29 0.30 0.10 0.18 0.08 0.06 0.30 0.31 0.05 0.27 0.28 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-924
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:34 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): 0.935 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 113 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Prot+Permit Prot+Permit Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 149 1169 72 138 933 68 78 345 42 71 400 180 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 149 1169 72 138 933 68 78 345 42 71 400 180 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 149 1169 72 138 933 68 78 345 42 71 400 180 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 149 1169 72 138 933 68 78 345 42 71 400 180 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 149 1169 72 138 933 68 78 345 42 71 400 180 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.88 0.12 1.00 1.86 0.14 1.00 0.89 0.11 1.00 0.69 0.31 Final Sat.: 1600 3114 186 1600 3083 217 1600 1426 174 1600 1103 497 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.09 0.38 0.39 0.09 0.30 0.31 0.05 0.24 0.24 0.04 0.36 0.36 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-925
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:35 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): 0.977 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 177 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 111 1181 54 129 646 88 159 940 105 117 1569 162 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 111 1181 54 129 646 88 159 940 105 117 1569 162 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 111 1181 54 129 646 88 159 940 105 117 1569 162 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 111 1181 54 129 646 88 159 940 105 117 1569 162 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 111 1181 54 129 646 88 159 940 105 117 1569 162 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.03 1.00 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 1.91 0.09 1.00 1.76 0.24 1.00 2.70 0.30 1.00 2.72 0.28 Final Sat.: 1600 3160 140 1600 2916 384 1600 4518 482 1600 4551 449 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.07 0.37 0.39 0.08 0.22 0.23 0.10 0.21 0.22 0.07 0.34 0.36 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-926
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:35 Page 59-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #57 Main St and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.781 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 488 1169 321 271 352 266 385 792 76 188 1488 432 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 488 1169 321 271 352 266 385 792 76 188 1488 432 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 488 1169 321 271 352 266 385 792 76 188 1488 432 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 488 1169 321 271 352 266 385 792 76 188 1488 432 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 488 1169 321 271 352 266 385 792 76 188 1488 432 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.15 0.23 0.20 0.08 0.07 0.17 0.12 0.16 0.05 0.06 0.29 0.27 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-927
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:36 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): 0.790 Loss Time (sec): 5 Average Delay (sec/veh): 20.3 Optimal Cycle: 52 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 0 0 2 0 0 0 0 0 0 0 2 1 0 1 0 3 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 795 0 388 0 0 0 0 1712 552 126 1480 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 795 0 388 0 0 0 0 1712 552 126 1480 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 795 0 388 0 0 0 0 1712 552 126 1480 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 795 0 388 0 0 0 0 1712 552 126 1480 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 795 0 388 0 0 0 0 1712 552 126 1480 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.75 1.00 1.00 1.00 1.00 0.88 0.88 0.95 0.91 1.00 Lanes: 2.00 0.00 2.00 0.00 0.00 0.00 0.00 2.27 0.73 1.00 3.00 0.00 Final Sat.: 3502 0 2842 0 0 0 0 3777 1218 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.23 0.00 0.14 0.00 0.00 0.00 0.00 0.45 0.45 0.07 0.29 0.00 Crit Moves: **** **** **** Green/Cycle: 0.29 0.00 0.29 0.00 0.00 0.00 0.00 0.57 0.57 0.09 0.66 0.00 Volume/Cap: 0.79 0.00 0.47 0.00 0.00 0.00 0.00 0.79 0.79 0.79 0.43 0.00 Delay/Veh: 37.1 0.0 29.8 0.0 0.0 0.0 0.0 18.1 18.1 67.4 8.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.1 0.0 29.8 0.0 0.0 0.0 0.0 18.1 18.1 67.4 8.1 0.0 LOS by Move: D A C A A A A B B E A A HCM2k85thQ: 20 0 9 0 0 0 0 31 31 9 12 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-928
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:37 Page 61-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #59 I-5 NB Off Ramps/17th Street
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.630 Loss Time (sec): 5 Average Delay (sec/veh): 20.3 Optimal Cycle: 32 Level Of Service: C ******************************************************************************** Street Name: I-5 NB Off Ramps 17th Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Permitted Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 1 0 0 1 1 0 0 0 1 1 0 3 0 1 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 375 50 20 55 0 142 128 1168 767 0 1622 44 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 375 50 20 55 0 142 128 1168 767 0 1622 44 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 375 50 20 55 0 142 128 1168 0 0 1622 44 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 375 50 20 55 0 142 128 1168 0 0 1622 44 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 375 50 20 55 0 142 128 1168 0 0 1622 44 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.96 0.96 0.85 0.95 1.00 0.85 0.95 0.91 1.00 1.00 0.91 0.91 Lanes: 1.76 0.24 1.00 1.00 0.00 1.00 1.00 3.00 1.00 0.00 2.92 0.08 Final Sat.: 3212 428 1615 1805 0 1615 1805 5187 1900 0 5030 136 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.12 0.12 0.01 0.03 0.00 0.09 0.07 0.23 0.00 0.00 0.32 0.32 Crit Moves: **** **** **** **** Green/Cycle: 0.19 0.19 0.19 0.14 0.00 0.14 0.11 0.62 0.00 0.00 0.51 0.51 Volume/Cap: 0.63 0.63 0.07 0.22 0.00 0.63 0.63 0.36 0.00 0.00 0.63 0.63 Delay/Veh: 39.5 39.5 33.7 38.6 0.0 46.2 48.6 9.1 0.0 0.0 18.1 18.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.5 39.5 33.7 38.6 0.0 46.2 48.6 9.1 0.0 0.0 18.1 18.1 LOS by Move: D D C D A D D A A A B B HCM2k85thQ: 11 11 1 3 0 8 8 10 0 0 21 21 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-929
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:38 Page 62-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #60 Penn Wy and I-5 SB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.433 Loss Time (sec): 5 Average Delay (sec/veh): 22.8 Optimal Cycle: 22 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 363 238 508 117 0 0 0 0 214 0 183 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 363 238 508 117 0 0 0 0 214 0 183 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 363 238 508 117 0 0 0 0 214 0 183 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 363 238 508 117 0 0 0 0 214 0 183 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 363 238 508 117 0 0 0 0 214 0 183 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.92 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.75 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 2.00 Final Sat.: 0 3610 1615 3502 3610 0 0 0 0 1805 0 2842 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.10 0.15 0.15 0.03 0.00 0.00 0.00 0.00 0.12 0.00 0.06 Crit Moves: **** **** **** Green/Cycle: 0.00 0.34 0.34 0.34 0.68 0.00 0.00 0.00 0.00 0.27 0.00 0.61 Volume/Cap: 0.00 0.30 0.43 0.43 0.05 0.00 0.00 0.00 0.00 0.43 0.00 0.11 Delay/Veh: 0.0 24.3 26.0 26.1 5.4 0.0 0.0 0.0 0.0 30.5 0.0 8.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 24.3 26.0 26.1 5.4 0.0 0.0 0.0 0.0 30.5 0.0 8.2 LOS by Move: A C C C A A A A A C A A HCM2k85thQ: 0 7 9 10 1 0 0 0 0 9 0 2 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-930
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:39 Page 63-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM 4-Way Stop Method (Base Volume Alternative)
******************************************************************************** Intersection #61 Santiago St and Civic Center Dr
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.896 Loss Time (sec): 5 Average Delay (sec/veh): 27.6 Optimal Cycle: 0 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 133 411 41 20 281 72 266 76 269 14 19 18 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 133 411 41 20 281 72 266 76 269 14 19 18 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 133 411 41 20 281 72 266 76 269 14 19 18 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 133 411 41 20 281 72 266 76 269 14 19 18 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 133 411 41 20 281 72 266 76 269 14 19 18 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.91 0.09 1.00 0.80 0.20 1.00 0.22 0.78 0.27 0.38 0.35 Final Sat.: 462 459 46 437 385 99 452 115 406 107 145 138 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.29 0.90 0.90 0.05 0.73 0.73 0.59 0.66 0.66 0.13 0.13 0.13 Crit Moves: **** **** **** **** Delay/Veh: 13.4 44.0 44.0 11.0 26.6 26.6 20.7 21.2 21.2 12.7 12.7 12.7 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 13.4 44.0 44.0 11.0 26.6 26.6 20.7 21.2 21.2 12.7 12.7 12.7 LOS by Move: B E E B D D C C C B B B ApproachDel: 37.0 25.8 21.0 12.7 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 37.0 25.8 21.0 12.7 LOS by Appr: E D C B AllWayAvgQ: 0.4 4.8 4.8 0.0 2.2 2.2 1.3 1.7 1.7 0.1 0.1 0.1 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-931
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:40 Page 64-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #62 Santiago St and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.411 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 0 1 0 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 135 833 236 378 639 103 164 673 87 255 546 347 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 135 833 236 378 639 103 164 673 87 255 546 347 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 135 833 236 378 639 103 164 673 87 255 546 347 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 135 833 236 378 639 103 164 673 87 255 546 347 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 135 833 236 378 639 103 164 673 87 255 546 347 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.00 1.00 1.00 1.06 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.89 0.11 1.00 2.00 1.00 Final Sat.: 1600 1700 1600 1600 1700 1600 1600 1417 183 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.08 0.49 0.15 0.24 0.38 0.06 0.10 0.47 0.48 0.16 0.16 0.22 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-932
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:40 Page 65-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #63 Standard Ave and 4th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.341 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 251 543 214 254 428 297 302 477 201 233 648 351 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 251 543 214 254 428 297 302 477 201 233 648 351 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 251 543 214 254 428 297 302 477 201 233 648 351 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 251 543 214 254 428 297 302 477 201 233 648 351 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 251 543 214 254 428 297 302 477 201 233 648 351 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.70 0.30 1.00 0.65 0.35 Final Sat.: 1600 1700 1600 1600 1700 1600 1600 1126 474 1600 1038 562 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.16 0.32 0.13 0.16 0.25 0.19 0.19 0.42 0.42 0.15 0.62 0.62 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-933
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:41 Page 66-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #64 Standard Ave and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.484 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 109 724 259 142 679 47 168 1279 65 264 1888 116 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 109 724 259 142 679 47 168 1279 65 264 1888 116 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 109 724 259 142 679 47 168 1279 65 264 1888 116 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 109 724 259 142 679 47 168 1279 65 264 1888 116 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 109 724 259 142 679 47 168 1279 65 264 1888 116 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.03 1.00 1.00 1.03 1.00 Lanes: 1.00 0.74 0.26 0.16 0.79 0.05 1.00 1.90 0.10 1.00 1.88 0.12 Final Sat.: 1600 1178 422 262 1252 87 1600 3145 155 1600 3115 185 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.07 0.61 0.61 0.09 0.54 0.54 0.11 0.41 0.42 0.17 0.61 0.63 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-934
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:42 Page 67-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #65 Standard Ave and Mcfadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.769 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 46 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 103 407 50 110 240 42 53 351 60 68 412 119 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 103 407 50 110 240 42 53 351 60 68 412 119 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 407 50 110 240 42 53 351 60 68 412 119 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 103 407 50 110 240 42 53 351 60 68 412 119 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 103 407 50 110 240 42 53 351 60 68 412 119 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.89 0.11 1.00 0.85 0.15 1.00 0.85 0.15 1.00 0.78 0.22 Final Sat.: 1600 1425 175 1600 1362 238 1600 1366 234 1600 1241 359 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.29 0.29 0.07 0.18 0.18 0.03 0.26 0.26 0.04 0.33 0.33 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-935
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:43 Page 68-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #66 Halladay St and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.824 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 57 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 1 1 1 0 0 1 2 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 200 0 417 0 0 0 2 955 96 287 2284 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 0 417 0 0 0 2 955 96 287 2284 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 200 0 417 0 0 0 2 955 96 287 2284 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 200 0 417 0 0 0 2 955 96 287 2284 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 200 0 417 0 0 0 2 955 96 287 2284 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.02 1.00 1.00 1.05 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.01 2.72 0.27 0.33 2.67 0.00 Final Sat.: 1600 0 1600 0 0 0 9 4453 438 536 4464 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.13 0.00 0.26 0.00 0.00 0.00 0.00 0.21 0.22 0.18 0.51 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-936
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:44 Page 69-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #67 Halladay St and Dyer Rd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.945 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 124 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 57 249 287 125 17 35 166 1433 10 52 1680 134 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 57 249 287 125 17 35 166 1433 10 52 1680 134 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 57 249 287 125 17 35 166 1433 10 52 1680 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 57 249 287 125 17 35 166 1433 10 52 1680 134 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 57 249 287 125 17 35 166 1433 10 52 1680 134 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 0.46 0.54 1.00 0.33 0.67 1.00 2.98 0.02 1.00 2.78 0.22 Final Sat.: 1600 743 857 1600 523 1077 1600 4967 33 1600 4645 355 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.34 0.33 0.08 0.03 0.03 0.10 0.29 0.30 0.03 0.36 0.38 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-937
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:45 Page 70-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #68 SR-55 SB Ramps and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.602 Loss Time (sec): 5 Average Delay (sec/veh): 18.4 Optimal Cycle: 30 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Ignore Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 2 0 0 0 2 0 0 2 1 1 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 0 0 321 0 777 0 1305 1163 0 1547 608 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 321 0 777 0 1305 1163 0 1547 608 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 0 0 321 0 777 0 1305 0 0 1547 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 321 0 777 0 1305 0 0 1547 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 0 0 321 0 777 0 1305 0 0 1547 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1.00 0.75 1.00 0.91 0.91 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 2.00 0.00 3.00 1.00 0.00 3.00 1.00 Final Sat.: 0 0 0 3502 0 2842 0 5187 1729 0 5187 1900 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.09 0.00 0.27 0.00 0.25 0.00 0.00 0.30 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.50 0.00 0.00 0.50 0.00 Volume/Cap: 0.00 0.00 0.00 0.20 0.00 0.60 0.00 0.51 0.00 0.00 0.60 0.00 Delay/Veh: 0.0 0.0 0.0 16.5 0.0 21.3 0.0 17.2 0.0 0.0 18.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 16.5 0.0 21.3 0.0 17.2 0.0 0.0 18.5 0.0 LOS by Move: A A A B A C A B A A B A HCM2k85thQ: 0 0 0 5 0 16 0 15 0 0 19 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-938
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:47 Page 71-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #69 SR-55 NB Ramps and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.511 Loss Time (sec): 5 Average Delay (sec/veh): 16.2 Optimal Cycle: 25 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Ignore Include Ignore Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 0 0 1 0 0 0 0 0 0 0 2 0 2 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 726 0 483 0 0 0 0 764 785 0 1444 1040 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 726 0 483 0 0 0 0 764 785 0 1444 1040 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 726 0 0 0 0 0 0 764 0 0 1444 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 726 0 0 0 0 0 0 764 0 0 1444 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 726 0 0 0 0 0 0 764 0 0 1444 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.88 1.00 0.91 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 2.00 0.00 3.00 1.00 Final Sat.: 3502 0 1900 0 0 0 0 3610 3344 0 5187 1900 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.21 0.00 0.00 0.00 0.00 0.00 0.00 0.21 0.00 0.00 0.28 0.00 Crit Moves: **** **** **** Green/Cycle: 0.41 0.00 0.00 0.00 0.00 0.00 0.00 0.54 0.00 0.00 0.54 0.00 Volume/Cap: 0.51 0.00 0.00 0.00 0.00 0.00 0.00 0.39 0.00 0.00 0.51 0.00 Delay/Veh: 22.6 0.0 0.0 0.0 0.0 0.0 0.0 13.3 0.0 0.0 14.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 22.6 0.0 0.0 0.0 0.0 0.0 0.0 13.3 0.0 0.0 14.5 0.0 LOS by Move: C A A A A A A B A A B A HCM2k85thQ: 13 0 0 0 0 0 0 11 0 0 16 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-939
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:48 Page 72-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #70 SR-55 SB Ramps and Dyer Rd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.679 Loss Time (sec): 5 Average Delay (sec/veh): 26.5 Optimal Cycle: 37 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 1 0 0 2 0 1 1 0 1 1 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 386 12 291 103 226 110 66 1544 210 507 904 58 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 386 12 291 103 226 110 66 1544 210 507 904 58 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 386 12 291 103 226 110 66 1544 210 507 904 58 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 386 12 291 103 226 110 66 1544 210 507 904 58 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 386 12 291 103 226 110 66 1544 210 507 904 58 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.75 0.94 0.94 0.85 0.95 0.91 0.85 0.92 0.91 0.85 Lanes: 1.94 0.06 2.00 0.63 1.37 1.00 1.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3516 109 2842 1113 2443 1615 1805 5187 1615 3502 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.11 0.11 0.10 0.09 0.09 0.07 0.04 0.30 0.13 0.14 0.17 0.04 Crit Moves: **** **** **** **** Green/Cycle: 0.16 0.16 0.38 0.14 0.14 0.14 0.11 0.44 0.44 0.21 0.54 0.54 Volume/Cap: 0.68 0.68 0.27 0.68 0.68 0.50 0.32 0.68 0.30 0.68 0.32 0.07 Delay/Veh: 42.7 42.7 21.9 45.0 45.0 41.8 41.8 23.3 18.4 38.7 12.9 11.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.7 42.7 21.9 45.0 45.0 41.8 41.8 23.3 18.4 38.7 12.9 11.1 LOS by Move: D D C D D D D C B D B B HCM2k85thQ: 11 11 6 10 10 6 3 22 7 13 9 1 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-940
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:48 Page 73-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #71 Glassell St and La Veta Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.766 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 46 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 0 1 1 0 1 1 0 1 0 1 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 573 595 194 15 499 37 112 367 631 225 407 16 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 573 595 194 15 499 37 112 367 631 225 407 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 573 595 194 15 499 37 112 367 631 225 407 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 573 595 194 15 499 37 112 367 631 225 407 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 573 595 194 15 499 37 112 367 631 225 407 16 OvlAdjVol: 0 344 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.03 1.00 1.00 1.06 1.00 1.00 1.03 1.00 Lanes: 2.00 1.00 1.00 1.00 1.86 0.14 1.00 1.00 1.00 1.00 1.92 0.08 Final Sat.: 3200 1700 1600 1600 3079 221 1600 1700 1600 1600 3179 121 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.18 0.35 0.12 0.01 0.16 0.17 0.07 0.22 0.39 0.14 0.13 0.13 OvlAdjV/S: 0.00 0.22 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-941
Attachment 8
2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:49 Page 74-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #72 Glassell St and SR-22 WB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.943 Loss Time (sec): 5 Average Delay (sec/veh): 33.4 Optimal Cycle: 125 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 0 0 0 2 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 640 1045 0 0 1110 323 0 0 0 268 9 476 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 640 1045 0 0 1110 323 0 0 0 268 9 476 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 640 1045 0 0 1110 323 0 0 0 268 9 476 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 640 1045 0 0 1110 323 0 0 0 268 9 476 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 640 1045 0 0 1110 323 0 0 0 268 9 476 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 1.00 0.95 0.85 1.00 1.00 1.00 0.86 0.86 0.86 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 1.35 0.02 1.63 Final Sat.: 1805 3610 0 0 3610 1615 0 0 0 2201 38 2646 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.35 0.29 0.00 0.00 0.31 0.20 0.00 0.00 0.00 0.12 0.23 0.18 Crit Moves: **** **** **** Green/Cycle: 0.38 0.70 0.00 0.00 0.33 0.33 0.00 0.00 0.00 0.25 0.25 0.25 Volume/Cap: 0.94 0.41 0.00 0.00 0.94 0.61 0.00 0.00 0.00 0.49 0.94 0.73 Delay/Veh: 51.9 6.4 0.0 0.0 47.5 30.5 0.0 0.0 0.0 32.4 56.2 37.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 51.9 6.4 0.0 0.0 47.5 30.5 0.0 0.0 0.0 32.4 56.2 37.0 LOS by Move: D A A A D C A A A C E D HCM2k85thQ: 34 11 0 0 32 14 0 0 0 9 24 15 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-942
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:50 Page 75-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #73 Grand Ave / Glassell St and SR-22 EB Ramps ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.927 Loss Time (sec): 5 Average Delay (sec/veh): 31.8 Optimal Cycle: 109 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 0 1 1 0 2 0 0 1 0 1! 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 0 1316 336 505 903 0 238 4 522 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1316 336 505 903 0 238 4 522 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1316 336 505 903 0 238 4 522 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1316 336 505 903 0 238 4 522 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1316 336 505 903 0 238 4 522 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.95 0.95 1.00 0.86 0.86 0.86 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 1.31 0.01 1.68 0.00 0.00 0.00 Final Sat.: 0 3610 1615 1805 3610 0 2130 17 2731 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.36 0.21 0.28 0.25 0.00 0.11 0.24 0.19 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.39 0.39 0.30 0.70 0.00 0.25 0.25 0.25 0.00 0.00 0.00 Volume/Cap: 0.00 0.93 0.53 0.93 0.36 0.00 0.44 0.93 0.75 0.00 0.00 0.00 Delay/Veh: 0.0 39.7 24.1 55.9 6.3 0.0 31.4 52.7 37.5 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 39.7 24.1 55.9 6.3 0.0 31.4 52.7 37.5 0.0 0.0 0.0 LOS by Move: A D C E A A C D D A A A HCM2k85thQ: 0 36 13 28 9 0 8 23 16 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-943
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:51 Page 76-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #74 Grand Ave and Fairhaven Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.665 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 34 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 50 1311 262 242 974 89 79 45 33 153 29 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 1311 262 242 974 89 79 45 33 153 29 109 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 50 1311 262 242 974 89 79 45 33 153 29 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 50 1311 262 242 974 89 79 45 33 153 29 109 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 50 1311 262 242 974 89 79 45 33 153 29 109 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.00 1.00 Lanes: 1.00 2.50 0.50 1.00 2.75 0.25 1.00 1.15 0.85 1.00 0.21 0.79 Final Sat.: 1600 4201 799 1600 4598 402 1600 1946 1354 1600 336 1264 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.31 0.33 0.15 0.21 0.22 0.05 0.02 0.02 0.10 0.09 0.09 Crit Moves: **** **** **** **** ******************************************************************************** K-944
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:52 Page 77-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #75 Grand Ave and Santa Clara Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.731 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 41 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include WideBypass Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 95 1280 266 240 946 240 114 139 26 115 206 220 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 95 1280 266 240 946 240 114 139 26 115 206 220 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 95 1280 266 240 946 240 114 139 26 115 206 220 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 95 1280 266 240 946 240 114 139 26 115 206 220 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 95 1280 266 240 946 240 114 139 26 115 206 220 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.00 1.00 1.00 1.06 1.00 Lanes: 1.00 2.48 0.52 1.00 2.39 0.61 1.00 0.84 0.16 1.00 1.00 1.00 Final Sat.: 1600 4174 826 1600 4029 971 1600 1348 252 1600 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.31 0.32 0.15 0.23 0.25 0.07 0.10 0.10 0.07 0.12 0.14 Crit Moves: **** **** **** **** ******************************************************************************** K-945
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:52 Page 78-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #76 Grand Ave and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.854 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 66 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 2 0 2 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 266 947 239 294 634 140 371 949 160 284 1046 190 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 266 947 239 294 634 140 371 949 160 284 1046 190 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 266 947 239 294 634 140 371 949 160 284 1046 190 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 266 947 239 294 634 140 371 949 160 284 1046 190 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 266 947 239 294 634 140 371 949 160 284 1046 190 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.40 0.60 1.00 2.46 0.54 2.00 2.57 0.43 2.00 2.54 0.46 Final Sat.: 1600 4033 967 1600 4132 868 3200 4307 693 3200 4262 738 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.17 0.23 0.25 0.18 0.15 0.16 0.12 0.22 0.23 0.09 0.25 0.26 Crit Moves: **** **** **** **** ******************************************************************************** K-946
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:53 Page 79-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #77 Grand Ave and I-5 NB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.764 Loss Time (sec): 5 Average Delay (sec/veh): 11.3 Optimal Cycle: 47 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 0 1 1 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: