Attachment 8 City of Santa Ana General Plan Update Appendix K Transportation Impact Study for the Fairhaven Avenue reclassification — Orange City Council, March 10, 2026 (part 6 of 7)

Base Vol: 0 2036 1571 67 1623 0 0 0 0 168 0 202 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2036 1571 67 1623 0 0 0 0 168 0 202 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2036 0 67 1623 0 0 0 0 168 0 202 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2036 0 67 1623 0 0 0 0 168 0 202 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2036 0 67 1623 0 0 0 0 168 0 202 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.00 0.56 0.00 0.04 0.31 0.00 0.00 0.00 0.00 0.05 0.00 0.13 Crit Moves: **** **** **** Green/Cycle: 0.00 0.74 0.00 0.05 0.79 0.00 0.00 0.00 0.00 0.16 0.00 0.16 Volume/Cap: 0.00 0.76 0.00 0.76 0.40 0.00 0.00 0.00 0.00 0.29 0.00 0.76 Delay/Veh: 0.0 9.2 0.0 79.2 3.4 0.0 0.0 0.0 0.0 37.0 0.0 52.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 9.2 0.0 79.2 3.4 0.0 0.0 0.0 0.0 37.0 0.0 52.4 LOS by Move: A A A E A A A A A D A D HCM2k85thQ: 0 30 0 6 9 0 0 0 0 4 0 12 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-947
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:54 Page 80-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #78 Grand Ave and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.827 Loss Time (sec): 5 Average Delay (sec/veh): 28.5 Optimal Cycle: 61 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 0 2 2 0 1 0 2 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 213 2411 40 44 964 684 370 226 356 44 295 213 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 213 2411 40 44 964 684 370 226 356 44 295 213 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 213 2411 40 44 964 684 370 226 356 44 295 213 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 213 2411 40 44 964 684 370 226 356 44 295 213 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 213 2411 40 44 964 684 370 226 356 44 295 213 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.91 0.95 0.95 0.75 0.92 1.00 0.75 0.89 0.89 0.89 Lanes: 1.00 2.95 0.05 1.00 2.00 2.00 2.00 1.00 2.00 0.16 1.07 0.77 Final Sat.: 1805 5092 84 1805 3610 2842 3502 1900 2842 270 1810 1307 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.47 0.47 0.02 0.27 0.24 0.11 0.12 0.13 0.16 0.16 0.16 Crit Moves: **** **** **** **** Green/Cycle: 0.18 0.57 0.57 0.03 0.42 0.57 0.15 0.15 0.15 0.20 0.20 0.20 Volume/Cap: 0.64 0.83 0.83 0.83 0.64 0.42 0.70 0.79 0.83 0.83 0.83 0.83 Delay/Veh: 41.9 19.4 19.4 112.6 24.1 12.4 44.4 54.2 53.7 47.0 47.0 47.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.9 19.4 19.4 112.6 24.1 12.4 44.4 54.2 53.7 47.0 47.0 47.0 LOS by Move: D B B F C B D D D D D D HCM2k85thQ: 11 35 35 5 19 11 11 13 13 17 17 17 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-948
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:55 Page 81-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #79 Grand Ave and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.718 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 39 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 195 1493 45 133 784 313 272 900 89 121 753 138 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 195 1493 45 133 784 313 272 900 89 121 753 138 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 195 1493 45 133 784 313 272 900 89 121 753 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 195 1493 45 133 784 313 272 900 89 121 753 138 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 195 1493 45 133 784 313 272 900 89 121 753 138 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.91 0.09 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 4860 140 3200 5100 1600 3200 3400 1600 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.31 0.32 0.04 0.15 0.20 0.09 0.26 0.06 0.04 0.22 0.09 Crit Moves: **** **** **** **** ******************************************************************************** K-949
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:56 Page 82-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #80 Grand Ave and Chestnut Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.783 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 49 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 180 1352 234 149 664 112 47 143 31 91 283 165 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 180 1352 234 149 664 112 47 143 31 91 283 165 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 180 1352 234 149 664 112 47 143 31 91 283 165 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 180 1352 234 149 664 112 47 143 31 91 283 165 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 180 1352 234 149 664 112 47 143 31 91 283 165 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.56 0.44 1.00 2.57 0.43 1.00 0.82 0.18 1.00 0.63 0.37 Final Sat.: 1600 4292 708 1600 4307 693 1600 1315 285 1600 1011 589 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.32 0.33 0.09 0.15 0.16 0.03 0.11 0.11 0.06 0.28 0.28 Crit Moves: **** **** **** **** ******************************************************************************** K-950
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:56 Page 83-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #81 Grand Ave and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.813 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 55 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 232 1320 227 176 800 215 64 238 42 96 762 168 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 232 1320 227 176 800 215 64 238 42 96 762 168 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 232 1320 227 176 800 215 64 238 42 96 762 168 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 232 1320 227 176 800 215 64 238 42 96 762 168 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 232 1320 227 176 800 215 64 238 42 96 762 168 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.00 1.00 1.00 1.04 1.00 Lanes: 1.00 2.56 0.44 1.00 2.36 0.64 1.00 0.85 0.15 1.00 1.64 0.36 Final Sat.: 1600 4296 704 1600 3983 1017 1600 1360 240 1600 2722 578 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.31 0.32 0.11 0.20 0.21 0.04 0.17 0.17 0.06 0.28 0.29 Crit Moves: **** **** **** **** ******************************************************************************** K-951
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:57 Page 84-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #82 Grand Ave and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.079 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 259 1494 129 236 583 327 207 895 72 98 1758 228 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 259 1494 129 236 583 327 207 895 72 98 1758 228 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 259 1494 129 236 583 327 207 895 72 98 1758 228 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 259 1494 129 236 583 327 207 895 72 98 1758 228 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 259 1494 129 236 583 327 207 895 72 98 1758 228 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.76 0.24 1.00 2.00 1.00 1.00 2.78 0.22 1.00 2.66 0.34 Final Sat.: 1600 4618 382 1600 3400 1600 1600 4643 357 1600 4449 551 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.16 0.32 0.34 0.15 0.17 0.20 0.13 0.19 0.20 0.06 0.40 0.41 Crit Moves: **** **** **** **** ******************************************************************************** K-952
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:57 Page 85-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #83 Grand Ave and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.899 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 86 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 2 0 3 0 1 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 218 788 174 178 575 265 342 656 142 244 1556 510 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 218 788 174 178 575 265 342 656 142 244 1556 510 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 218 788 174 178 575 265 342 656 142 244 1556 510 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 218 788 174 178 575 265 342 656 142 244 1556 510 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 218 788 174 178 575 265 342 656 142 244 1556 510 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 2.46 0.54 1.00 2.05 0.95 2.00 3.00 1.00 2.00 2.26 0.74 Final Sat.: 1600 4132 868 1600 3486 1514 3200 5100 1600 3200 3815 1185 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.19 0.20 0.11 0.16 0.18 0.11 0.13 0.09 0.08 0.41 0.43 Crit Moves: **** **** **** **** ******************************************************************************** K-953
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:58 Page 86-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #84 SR-55 NB Ramps and Dyer Rd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.349 Loss Time (sec): 5 Average Delay (sec/veh): 6.0 Optimal Cycle: 19 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Ignore Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1! 0 1 0 0 0 0 0 0 0 3 0 1 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 188 0 51 0 0 0 0 1355 689 0 1411 882 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 188 0 51 0 0 0 0 1355 689 0 1411 882 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 188 0 51 0 0 0 0 1355 0 0 1411 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 188 0 51 0 0 0 0 1355 0 0 1411 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 188 0 51 0 0 0 0 1355 0 0 1411 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.06 0.00 0.02 0.00 0.00 0.00 0.00 0.26 0.00 0.00 0.27 0.00 Crit Moves: **** **** **** Green/Cycle: 0.17 0.00 0.17 0.00 0.00 0.00 0.00 0.78 0.00 0.00 0.78 0.00 Volume/Cap: 0.35 0.00 0.14 0.00 0.00 0.00 0.00 0.34 0.00 0.00 0.35 0.00 Delay/Veh: 36.9 0.0 35.3 0.0 0.0 0.0 0.0 3.3 0.0 0.0 3.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.9 0.0 35.3 0.0 0.0 0.0 0.0 3.3 0.0 0.0 3.4 0.0 LOS by Move: D A D A A A A A A A A A HCM2k85thQ: 5 0 2 0 0 0 0 7 0 0 8 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-954
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:59 Page 87-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM 4-Way Stop Method (Base Volume Alternative)
******************************************************************************** Intersection #85 Cambridge St and La Veta Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.938 Loss Time (sec): 5 Average Delay (sec/veh): 26.1 Optimal Cycle: 0 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 176 246 0 0 206 191 469 0 309 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 176 246 0 0 206 191 469 0 309 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 176 246 0 0 206 191 469 0 309 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 176 246 0 0 206 191 469 0 309 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 176 246 0 0 206 191 469 0 309 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 454 486 0 0 479 528 500 0 592 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.39 0.51 xxxx xxxx 0.43 0.36 0.94 xxxx 0.52 xxxx xxxx xxxx Crit Moves: **** **** ****
Delay/Veh: 15.1 16.9 0.0 0.0 15.3 12.9 52.4 0.0 14.9 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 15.1 16.9 0.0 0.0 15.3 12.9 52.4 0.0 14.9 0.0 0.0 0.0 LOS by Move: C C * * C B F * B * * * ApproachDel: 16.2 14.1 37.5 xxxxxx Delay Adj: 1.00 1.00 1.00 xxxxx ApprAdjDel: 16.2 14.1 37.5 xxxxxx LOS by Appr: C B E * AllWayAvgQ: 0.6 0.9 0.0 0.0 0.7 0.5 5.9 0.0 1.0 0.0 0.0 0.0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-955
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:45:59 Page 88-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #86 Cambridge St and Fairhaven Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.531 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 25 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 1 0 0 0 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 195 0 68 85 148 0 0 218 272 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 195 0 68 85 148 0 0 218 272 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 195 0 68 85 148 0 0 218 272 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 195 0 68 85 148 0 0 218 272 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 195 0 68 85 148 0 0 218 272 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.44 0.56 Final Sat.: 0 0 0 1600 0 1600 1600 1700 0 0 712 888 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.12 0.00 0.04 0.05 0.09 0.00 0.00 0.31 0.31 Crit Moves: **** **** **** ******************************************************************************** K-956
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:00 Page 89-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #87 Mabury St and 1st Street
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.752 Loss Time (sec): 5 Average Delay (sec/veh): 27.2 Optimal Cycle: 46 Level Of Service: C ******************************************************************************** Street Name: Mabury 1st Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 0 1 1 0 1! 0 1 0 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 25 0 256 164 70 310 0 1275 20 31 423 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 25 0 256 164 70 310 0 1275 20 31 423 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 25 0 256 164 70 310 0 1275 20 31 423 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 25 0 256 164 70 310 0 1275 20 31 423 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 25 0 256 164 70 310 0 1275 20 31 423 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.90 0.90 0.90 1.00 0.95 0.95 0.95 0.95 0.95 Lanes: 1.00 0.00 1.00 1.27 0.23 1.50 0.00 1.97 0.03 1.00 2.00 0.00 Final Sat.: 1805 0 1615 2170 390 2577 0 3547 56 1805 3610 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.00 0.16 0.08 0.18 0.12 0.00 0.36 0.36 0.02 0.12 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.21 0.00 0.21 0.24 0.24 0.24 0.00 0.48 0.48 0.02 0.50 0.00 Volume/Cap: 0.07 0.00 0.75 0.32 0.75 0.50 0.00 0.75 0.75 0.75 0.23 0.00 Delay/Veh: 31.7 0.0 46.1 31.5 39.8 33.4 0.0 23.2 23.2 103.1 14.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.7 0.0 46.1 31.5 39.8 33.4 0.0 23.2 23.2 103.1 14.2 0.0 LOS by Move: C A D C D C A C C F B A HCM2k85thQ: 1 0 14 5 16 9 0 27 27 4 6 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-957
Attachment 8
K-958
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 14:46:01 Page 90-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #88 Tustin St and La Veta Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.344 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 18 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 31 693 164 96 851 16 13 5 20 134 4 82 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 31 693 164 96 851 16 13 5 20 134 4 82 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 31 693 164 96 851 16 13 5 20 134 4 82 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 31 693 164 96 851 16 13 5 20 134 4 82 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 31 693 164 96 851 16 13 5 20 134 4 82 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.00 1.00 Lanes: 1.00 2.43 0.57 1.00 2.94 0.06 1.00 1.00 1.00 1.94 0.06 1.00 Final Sat.: 1600 4081 919 1600 4911 89 1600 1700 1600 3107 93 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.17 0.18 0.06 0.17 0.18 0.01 0.00 0.01 0.04 0.04 0.05 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ******************************************************************************** K-959
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:01 Page 91-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #89 Tustin St and SR-22 WB On-Ramp
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.321 Loss Time (sec): 5 Average Delay (sec/veh): 7.7 Optimal Cycle: 19 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 383 1100 0 0 642 330 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 383 1100 0 0 642 330 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 383 1100 0 0 642 330 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 383 1100 0 0 642 330 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 383 1100 0 0 642 330 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.11 0.30 0.00 0.00 0.20 0.20 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
Green/Cycle: 0.34 0.95 0.00 0.00 0.61 0.61 0.00 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.32 0.32 0.00 0.00 0.32 0.33 0.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 24.6 0.2 0.0 0.0 9.6 9.6 0.0 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 24.6 0.2 0.0 0.0 9.6 9.6 0.0 0.0 0.0 0.0 0.0 0.0 LOS by Move: C A A A A A A A A A A A HCM2k85thQ: 7 3 0 0 8 8 0 0 0 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-960
Attachment 8
K-961
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 14:46:02 Page 92-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #90 Tustin St and SR-22 EB Off-Ramp / Seba Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.625 Loss Time (sec): 5 Average Delay (sec/veh): 23.3 Optimal Cycle: 32 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 1 0 1! 0 1 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1155 3 43 589 0 440 39 558 28 0 67 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1155 3 43 589 0 440 39 558 28 0 67 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1155 3 43 589 0 440 39 558 28 0 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1155 3 43 589 0 440 39 558 28 0 67 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1155 3 43 589 0 440 39 558 28 0 67 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.91 0.11 0.91 1.00 0.90 0.90 0.90 0.89 1.00 0.89 Lanes: 0.00 2.99 0.01 1.00 3.00 0.00 1.41 0.07 1.52 0.29 0.00 0.71 Final Sat.: 0 5174 13 217 5187 0 2408 124 2596 499 0 1195 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.22 0.22 0.20 0.11 0.00 0.18 0.31 0.21 0.06 0.00 0.06 Crit Moves: **** **** **** Green/Cycle: 0.00 0.36 0.36 0.36 0.36 0.00 0.50 0.50 0.50 0.09 0.00 0.09 Volume/Cap: 0.00 0.63 0.63 0.56 0.32 0.00 0.36 0.63 0.43 0.63 0.00 0.63 Delay/Veh: 0.0 27.3 27.3 34.4 23.4 0.0 15.2 18.8 15.8 51.8 0.0 51.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 27.3 27.3 34.4 23.4 0.0 15.2 18.8 15.8 51.8 0.0 51.8 LOS by Move: A C C C C A B B B D A D HCM2k85thQ: 0 17 17 3 7 0 9 19 11 6 0 6 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-962
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:03 Page 93-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #91 Tustin Ave and Fairhaven Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.757 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 44 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 2 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 258 1377 122 356 940 108 82 185 151 86 191 180 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 258 1377 122 356 940 108 82 185 151 86 191 180 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 258 1377 122 356 940 108 82 185 151 86 191 180 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 258 1377 122 356 940 108 82 185 151 86 191 180 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 258 1377 122 356 940 108 82 185 151 86 191 180 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.76 0.24 2.00 2.69 0.31 1.00 0.55 0.45 1.00 0.51 0.49 Final Sat.: 3200 4609 391 3200 4505 495 1600 881 719 1600 824 776 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.30 0.31 0.11 0.21 0.22 0.05 0.21 0.21 0.05 0.23 0.23 Crit Moves: **** **** **** **** ******************************************************************************** K-963
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:03 Page 94-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #92 Tustin Ave and Santa Clara Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.779 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 2 0 2 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 176 852 131 199 1574 109 63 198 116 115 144 136 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 176 852 131 199 1574 109 63 198 116 115 144 136 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 176 852 131 199 1574 109 63 198 116 115 144 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 176 852 131 199 1574 109 63 198 116 115 144 136 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 176 852 131 199 1574 109 63 198 116 115 144 136 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.60 0.40 2.00 2.81 0.19 1.00 0.63 0.37 1.00 0.51 0.49 Final Sat.: 1600 4360 640 3200 4689 311 1600 1009 591 1600 823 777 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.20 0.20 0.06 0.34 0.35 0.04 0.20 0.20 0.07 0.18 0.17 Crit Moves: **** **** **** **** ******************************************************************************** K-964
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:05 Page 95-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #93 Tustin Ave and 17th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.741 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 42 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 233 1000 514 377 404 40 457 898 122 211 693 385 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 233 1000 514 377 404 40 457 898 122 211 693 385 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 233 1000 514 377 404 40 457 898 122 211 693 385 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 233 1000 514 377 404 40 457 898 122 211 693 385 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 233 1000 514 377 404 40 457 898 122 211 693 385 OvlAdjVol: 409 197 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.00 1.00 2.00 2.73 0.27 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 3400 1600 3200 4568 432 3200 5100 1600 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.29 0.32 0.12 0.09 0.09 0.14 0.18 0.08 0.07 0.14 0.24 OvlAdjV/S: 0.26 0.12 Crit Moves: **** **** **** **** ******************************************************************************** K-965
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:05 Page 96-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #94 Tustin Ave and 4th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.784 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 49 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 2 0 2 0 1 1 0 2 1 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 35 381 123 536 396 145 226 806 41 123 833 513 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 35 381 123 536 396 145 226 806 41 123 833 513 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 35 381 123 536 396 145 226 806 41 123 833 513 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 35 381 123 536 396 145 226 806 41 123 833 513 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 35 381 123 536 396 145 226 806 41 123 833 513 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 2.27 0.73 2.00 2.00 1.00 1.00 3.00 1.00 1.00 2.00 1.00 Final Sat.: 1600 3829 1171 3200 3400 1600 1600 5100 1600 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.10 0.11 0.17 0.12 0.09 0.14 0.16 0.03 0.08 0.25 0.32 Crit Moves: **** **** **** **** ******************************************************************************** K-966
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:06 Page 97-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #95 SR-55 SB Ramps / Auto Mall Dr and Edinger Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.687 Loss Time (sec): 5 Average Delay (sec/veh): 25.4 Optimal Cycle: 37 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 1 0 0 2 1 0 1 0 1 1 0 3 0 1 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 401 32 423 110 50 37 46 1649 464 437 1139 136 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 401 32 423 110 50 37 46 1649 464 437 1139 136 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 401 32 423 110 50 37 46 1649 0 437 1139 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 401 32 423 110 50 37 46 1649 0 437 1139 136 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 401 32 423 110 50 37 46 1649 0 437 1139 136 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.96 0.96 0.75 0.95 1.00 0.85 0.95 0.91 1.00 0.92 0.90 0.90 Lanes: 1.85 0.15 2.00 1.00 1.00 1.00 1.00 3.00 1.00 2.00 2.68 0.32 Final Sat.: 3364 268 2842 1805 1900 1615 1805 5187 1900 3502 4560 544 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.12 0.15 0.06 0.03 0.02 0.03 0.32 0.00 0.12 0.25 0.25 Crit Moves: **** **** **** **** Green/Cycle: 0.22 0.22 0.22 0.09 0.09 0.09 0.06 0.46 0.00 0.18 0.58 0.58 Volume/Cap: 0.55 0.55 0.69 0.69 0.30 0.26 0.43 0.69 0.00 0.69 0.43 0.43 Delay/Veh: 35.7 35.7 39.3 56.0 43.6 43.5 48.1 22.0 0.0 41.4 11.6 11.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.7 35.7 39.3 56.0 43.6 43.5 48.1 22.0 0.0 41.4 11.6 11.6 LOS by Move: D D D E D D D C A D B B HCM2k85thQ: 10 10 12 7 3 2 3 23 0 12 12 12 K-967
Attachment 8
******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-968
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 14:46:06 Page 98-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #96 SR-55 NB Ramps / Del Amo Ave and Newport Avenue ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.951 Loss Time (sec): 5 Average Delay (sec/veh): 46.2 Optimal Cycle: 134 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 1 0 3 0 1 2 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 879 262 51 19 231 889 165 57 33 23 348 16 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 879 262 51 19 231 889 165 57 33 23 348 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 879 262 51 19 231 889 165 57 33 23 348 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 879 262 51 19 231 889 165 57 33 23 348 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 879 262 51 19 231 889 165 57 33 23 348 16 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.89 0.89 0.95 0.91 0.85 0.92 0.90 0.90 0.95 0.94 0.94 Lanes: 2.00 2.51 0.49 1.00 3.00 1.00 2.00 1.27 0.73 1.00 1.91 0.09 Final Sat.: 3502 4238 825 1805 5187 1615 3502 2161 1251 1805 3427 158 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.25 0.06 0.06 0.01 0.04 0.55 0.05 0.03 0.03 0.01 0.10 0.10 Crit Moves: **** **** **** **** Green/Cycle: 0.26 0.68 0.68 0.12 0.53 0.58 0.05 0.11 0.11 0.05 0.11 0.11 Volume/Cap: 0.95 0.09 0.09 0.09 0.08 0.95 0.95 0.25 0.25 0.25 0.95 0.95 Delay/Veh: 54.9 5.5 5.5 39.7 11.6 38.3 101.1 41.5 41.5 47.0 77.7 77.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 54.9 5.5 5.5 39.7 11.6 38.3 101.1 41.5 41.5 47.0 77.7 77.7 LOS by Move: D A A D B D F D D D E E HCM2k85thQ: 27 2 2 1 2 44 8 2 2 1 15 15 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-969
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:07 Page 99-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #97 Red Hill Ave and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.865 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 70 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 208 1501 238 108 214 173 410 1051 128 91 1176 574 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 208 1501 238 108 214 173 410 1051 128 91 1176 574 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 208 1501 238 108 214 173 410 1051 128 91 1176 574 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 208 1501 238 108 214 173 410 1051 128 91 1176 574 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 208 1501 238 108 214 173 410 1051 128 91 1176 574 OvlAdjVol: 0 24 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.07 0.29 0.15 0.03 0.04 0.11 0.13 0.21 0.08 0.03 0.23 0.36 OvlAdjV/S: 0.00 0.02 Crit Moves: **** **** **** **** ******************************************************************************** K-970
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:08 Page 100-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #98 Red Hill Ave and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.952 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 132 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 1 0 2 0 2 1 0 1 0 2 1 0 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 343 1175 135 89 341 432 324 880 137 78 1643 216 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 343 1175 135 89 341 432 324 880 137 78 1643 216 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 343 1175 135 89 341 432 324 880 137 78 1643 216 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 343 1175 135 89 341 432 324 880 137 78 1643 216 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 343 1175 135 89 341 432 324 880 137 78 1643 216 OvlAdjVol: 172 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 2.00 3.59 0.41 2.00 2.00 1.00 1.00 2.60 0.40 2.00 3.00 1.00 Final Sat.: 3200 6040 660 3200 3400 1600 1600 4353 647 3200 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.19 0.20 0.03 0.10 0.27 0.20 0.20 0.21 0.02 0.32 0.14 OvlAdjV/S: 0.11 Crit Moves: **** **** **** **** ******************************************************************************** K-971
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:08 Page 101-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #99 Red Hill Ave and Dyer Rd / barranca Pkwy ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.591 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 28 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 3 1 0 2 0 4 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 344 1293 333 314 531 249 178 662 87 129 979 286 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 344 1293 333 314 531 249 178 662 87 129 979 286 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 344 1293 333 314 531 249 178 662 87 129 979 286 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 344 1293 333 314 531 249 178 662 87 129 979 286 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 344 1293 333 314 531 249 178 662 87 129 979 286 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 3.54 0.46 2.00 4.00 1.00 Final Sat.: 3200 6800 1600 3200 6800 1600 3200 5957 743 3200 6800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.19 0.21 0.10 0.08 0.16 0.06 0.11 0.12 0.04 0.14 0.18 Crit Moves: **** **** **** **** ******************************************************************************** K-972
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:09 Page 102-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #100 Red Hill Ave and Alton Pkwy
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.494 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 2 0 1 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 27 1513 219 148 628 5 453 1111 569 2003 342 1235 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 27 1513 219 148 628 5 453 1111 569 2003 342 1235 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 27 1513 219 148 628 5 453 1111 569 2003 342 1235 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 27 1513 219 148 628 5 453 1111 569 2003 342 1235 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 27 1513 219 148 628 5 453 1111 569 2003 342 1235 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.02 0.30 0.14 0.09 0.12 0.00 0.28 0.33 0.36 0.63 0.20 0.77 Crit Moves: **** **** **** **** ******************************************************************************** K-973
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:10 Page 103-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #101 Red Hill Ave and MacArthur Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.722 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 40 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ignore Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 179 1160 14 340 707 1240 515 237 36 39 818 574 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 179 1160 14 340 707 1240 515 237 36 39 818 574 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 179 1160 14 340 707 0 515 237 36 39 818 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 179 1160 14 340 707 0 515 237 36 39 818 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 179 1160 14 340 707 0 515 237 36 39 818 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.96 0.04 2.00 3.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3200 4943 57 3200 5100 1600 3200 5100 1600 1600 5100 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.23 0.24 0.11 0.14 0.00 0.16 0.05 0.02 0.02 0.16 0.00 Crit Moves: **** **** **** **** ******************************************************************************** K-974
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:10 Page 104-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #102 Red Hill Ave and Main St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.836 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 61 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 0 1 2 0 2 0 1 2 0 2 1 0 2 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 467 1006 272 88 640 348 212 757 205 284 1617 91 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 467 1006 272 88 640 348 212 757 205 284 1617 91 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 467 1006 272 88 640 348 212 757 205 284 1617 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 467 1006 272 88 640 348 212 757 205 284 1617 91 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 467 1006 272 88 640 348 212 757 205 284 1617 91 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.04 1.00 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.36 0.64 2.00 2.84 0.16 Final Sat.: 3200 3400 1600 3200 3400 1600 3200 3977 1023 3200 4744 256 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.30 0.17 0.03 0.19 0.22 0.07 0.19 0.20 0.09 0.34 0.36 Crit Moves: **** **** **** **** ******************************************************************************** K-975
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:11 Page 105-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #103 I-5 SB Ramps and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.444 Loss Time (sec): 5 Average Delay (sec/veh): 19.9 Optimal Cycle: 22 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 2 0 0 0 1 2 0 3 0 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 357 0 78 595 672 0 0 590 162 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 357 0 78 595 672 0 0 590 162 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 357 0 78 595 672 0 0 590 162 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 357 0 78 595 672 0 0 590 162 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 357 0 78 595 672 0 0 590 162 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1.00 0.85 0.92 0.91 1.00 1.00 0.88 0.88 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 2.00 3.00 0.00 0.00 2.35 0.65 Final Sat.: 0 0 0 3502 0 1615 3502 5187 0 0 3939 1082 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.10 0.00 0.05 0.17 0.13 0.00 0.00 0.15 0.15 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.23 0.00 0.61 0.38 0.72 0.00 0.00 0.34 0.34 Volume/Cap: 0.00 0.00 0.00 0.44 0.00 0.08 0.44 0.18 0.00 0.00 0.44 0.44 Delay/Veh: 0.0 0.0 0.0 33.4 0.0 7.9 23.2 4.5 0.0 0.0 26.0 26.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 K-976
Attachment 8
AdjDel/Veh: 0.0 0.0 0.0 33.4 0.0 7.9 23.2 4.5 0.0 0.0 26.0 26.0 LOS by Move: A A A C A A C A A A C C HCM2k85thQ: 0 0 0 8 0 2 11 4 0 0 10 10 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-977
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:11 Page 106-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #104 Tustin Ranch Rd and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.671 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 34 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 2 0 0 0 1 2 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 653 0 45 64 2124 0 0 925 398 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 653 0 45 64 2124 0 0 925 398 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 653 0 45 64 2124 0 0 925 398 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 653 0 45 64 2124 0 0 925 398 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 653 0 45 64 2124 0 0 925 398 OvlAdjVol: 71 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.00 0.00 0.00 0.20 0.00 0.03 0.02 0.42 0.00 0.00 0.18 0.25 OvlAdjV/S: 0.04 Crit Moves: **** **** **** ******************************************************************************** K-978
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:12 Page 107-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #105 Von Karman Ave and Barranca Pkwy
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.284 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 1 0 2 0 2 0 2 2 0 3 0 1 2 0 4 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 362 2082 454 80 407 280 785 1435 201 254 805 274 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 362 2082 454 80 407 280 785 1435 201 254 805 274 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 362 2082 454 80 407 280 785 1435 201 254 805 274 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 362 2082 454 80 407 280 785 1435 201 254 805 274 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 362 2082 454 80 407 280 785 1435 201 254 805 274 OvlAdjVol: 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 1.64 0.36 2.00 2.00 2.00 2.00 3.00 1.00 2.00 4.00 1.00 Final Sat.: 3200 2727 573 3200 3400 3200 3200 5100 1600 3200 6800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.76 0.79 0.03 0.12 0.09 0.25 0.28 0.13 0.08 0.12 0.17 OvlAdjV/S: 0.00
Crit Moves: **** **** **** **** ******************************************************************************** K-979
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:13 Page 108-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #106 Red Hill Avenue and El Camino Real
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.696 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 37 Level Of Service: B ******************************************************************************** Street Name: Red Hill Avenue El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 1 0 2 1 0 1 0 1 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 433 1372 253 20 728 96 52 113 148 265 439 51 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 433 1372 253 20 728 96 52 113 148 265 439 51 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 433 1372 253 20 728 96 52 113 148 265 439 51 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 433 1372 253 20 728 96 52 113 148 265 439 51 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 433 1372 253 20 728 96 52 113 148 265 439 51 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 1.00 2.65 0.35 1.00 1.00 1.00 1.00 0.90 0.10 Final Sat.: 3200 5100 1600 1600 4441 559 1600 1700 1600 1600 1433 167 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.27 0.16 0.01 0.16 0.17 0.03 0.07 0.09 0.17 0.31 0.31 Crit Moves: **** **** **** **** ******************************************************************************** K-980
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:13 Page 109-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #107 Red Hill Avenue and I-5 NB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.623 Loss Time (sec): 5 Average Delay (sec/veh): 23.6 Optimal Cycle: 32 Level Of Service: C ******************************************************************************** Street Name: Red Hill Avenue I-5 NB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 0 0 0 3 0 1 0 0 0 0 0 1 1 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 292 1670 0 0 865 175 0 0 0 256 96 415 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 292 1670 0 0 865 175 0 0 0 256 96 415 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 292 1670 0 0 865 175 0 0 0 256 96 415 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 292 1670 0 0 865 175 0 0 0 256 96 415 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 292 1670 0 0 865 175 0 0 0 256 96 415 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.16 0.32 0.00 0.00 0.17 0.11 0.00 0.00 0.00 0.11 0.11 0.26 Crit Moves: **** **** **** Green/Cycle: 0.26 0.53 0.00 0.00 0.27 0.27 0.00 0.00 0.00 0.42 0.42 0.42 Volume/Cap: 0.62 0.61 0.00 0.00 0.62 0.40 0.00 0.00 0.00 0.26 0.26 0.62 Delay/Veh: 35.3 16.9 0.0 0.0 33.1 30.7 0.0 0.0 0.0 18.8 18.8 23.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 K-981
Attachment 8
AdjDel/Veh: 35.3 16.9 0.0 0.0 33.1 30.7 0.0 0.0 0.0 18.8 18.8 23.6 LOS by Move: D B A A C C A A A B B C HCM2k85thQ: 13 20 0 0 14 7 0 0 0 6 6 17 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-982
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:14 Page 110-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #108 Red Hill Avenue and I-5 SB Ramps
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.713 Loss Time (sec): 5 Average Delay (sec/veh): 21.8 Optimal Cycle: 40 Level Of Service: C ******************************************************************************** Street Name: Red Hill Avenue I-5 SB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 4 0 1 1 0 3 0 0 0 1 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1700 540 310 744 0 296 3 265 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1700 540 310 744 0 296 3 265 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1700 540 310 744 0 296 3 265 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1700 540 310 744 0 296 3 265 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1700 540 310 744 0 296 3 265 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 0.95 0.91 1.00 0.92 0.92 0.85 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 0.99 0.01 1.00 0.00 0.00 0.00 Final Sat.: 0 6916 1615 1805 5187 0 1732 18 1615 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.25 0.33 0.17 0.14 0.00 0.17 0.17 0.16 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.47 0.47 0.24 0.71 0.00 0.24 0.24 0.24 0.00 0.00 0.00 Volume/Cap: 0.00 0.52 0.71 0.71 0.20 0.00 0.71 0.71 0.68 0.00 0.00 0.00 Delay/Veh: 0.0 18.8 24.4 40.3 4.9 0.0 40.5 40.5 39.6 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 18.8 24.4 40.3 4.9 0.0 40.5 40.5 39.6 0.0 0.0 0.0 LOS by Move: A B C D A A D D D A A A HCM2k85thQ: 0 15 21 15 4 0 15 15 13 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-983
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:15 Page 111-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #109 Red Hill Avenue and Nisson Road
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.715 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 39 Level Of Service: C ******************************************************************************** Street Name: Red Hill Avenue Nisson Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 1 0 1 0 2 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 34 1769 36 142 730 73 247 90 40 48 83 141 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 34 1769 36 142 730 73 247 90 40 48 83 141 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 34 1769 36 142 730 73 247 90 40 48 83 141 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 34 1769 36 142 730 73 247 90 40 48 83 141 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 34 1769 36 142 730 73 247 90 40 48 83 141 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.92 0.08 1.00 2.73 0.27 1.00 0.69 0.31 1.00 0.37 0.63 Final Sat.: 1600 6572 128 1600 4564 436 1600 1108 492 1600 593 1007 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.27 0.28 0.09 0.16 0.17 0.15 0.08 0.08 0.03 0.14 0.14 Crit Moves: **** **** **** **** ******************************************************************************** K-984
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:16 Page 112-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #110 Red Hill Avenue and Walnut Avenue
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.749 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 43 Level Of Service: C ******************************************************************************** Street Name: Red Hill Avenue Walnut Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 283 1378 99 123 382 160 91 218 90 196 654 171 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 283 1378 99 123 382 160 91 218 90 196 654 171 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 283 1378 99 123 382 160 91 218 90 196 654 171 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 283 1378 99 123 382 160 91 218 90 196 654 171 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 283 1378 99 123 382 160 91 218 90 196 654 171 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 2.80 0.20 1.00 2.11 0.89 1.00 1.42 0.58 2.00 1.59 0.41 Final Sat.: 1600 4678 322 1600 3583 1417 1600 2365 935 3200 2637 663 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.18 0.29 0.31 0.08 0.11 0.11 0.06 0.09 0.10 0.06 0.25 0.26 Crit Moves: **** **** **** **** ******************************************************************************** K-985
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:17 Page 113-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #111 Red Hill Avenue and Valencia Avenue
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.753 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 44 Level Of Service: C ******************************************************************************** Street Name: Red Hill Avenue Valencia Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 1 0 1 0 2 1 0 1 0 1 0 1 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 248 1849 305 116 467 52 110 297 130 284 412 272 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 248 1849 305 116 467 52 110 297 130 284 412 272 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 248 1849 305 116 467 52 110 297 130 284 412 272 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 248 1849 305 116 467 52 110 297 130 284 412 272 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 248 1849 305 116 467 52 110 297 130 284 412 272 OvlAdjVol: 225 156 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 3.43 0.57 1.00 2.70 0.30 1.00 1.00 1.00 2.00 1.00 1.00 Final Sat.: 1600 5794 906 1600 4519 481 1600 1700 1600 3200 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.16 0.32 0.34 0.07 0.10 0.11 0.07 0.17 0.08 0.09 0.24 0.17 OvlAdjV/S: 0.25 0.10 Crit Moves: **** **** **** **** ******************************************************************************** K-986
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:17 Page 114-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #112 Tustin Ranch Road and Warner Avenue North ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.924 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 103 Level Of Service: E ******************************************************************************** Street Name: Tustin Ranch Road Warner Avenue North Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ovl Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 3 0 1 2 0 3 0 0 0 0 0 0 0 3 0 0 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1995 1175 447 657 0 0 0 0 792 0 716 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1995 1175 447 657 0 0 0 0 792 0 716 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1995 1175 447 657 0 0 0 0 792 0 716 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1995 1175 447 657 0 0 0 0 792 0 716 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1995 1175 447 657 0 0 0 0 792 0 716 OvlAdjVol: 911 269 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.00 0.39 0.73 0.14 0.13 0.00 0.00 0.00 0.00 0.17 0.00 0.22 OvlAdjV/S: 0.57 0.08 Crit Moves: **** **** **** ******************************************************************************** K-987
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:18 Page 115-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #113 Tustin Ranch Road and Walnut Avenue
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.772 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Street Name: Tustin Ranch Road Walnut Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Ovl Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 1 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 876 3814 401 550 1460 947 329 402 230 307 1760 1394 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 876 3814 401 550 1460 947 329 402 230 307 1760 1394 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 876 3814 401 550 1460 947 329 402 230 307 1760 1394 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 876 3814 401 550 1460 947 329 402 230 307 1760 1394 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 876 3814 401 550 1460 947 329 402 230 307 1760 1394 OvlAdjVol: 247 783 1119 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 1.27 0.73 2.00 2.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 2135 1165 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.27 0.75 0.25 0.17 0.29 0.59 0.10 0.19 0.20 0.10 0.52 0.87 OvlAdjV/S: 0.15 0.49 0.70 Crit Moves: **** **** **** **** ******************************************************************************** K-988
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:19 Page 116-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #114 SR-55 SB Ramps and Irvine Boulevard
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.929 Loss Time (sec): 5 Average Delay (sec/veh): 26.5 Optimal Cycle: 111 Level Of Service: C ******************************************************************************** Street Name: SR-55 SB Ramps Irvine Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 1 0 1! 0 1 0 0 2 1 0 1 0 3 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 484 0 289 0 1049 707 425 1222 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 484 0 289 0 1049 707 425 1222 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 484 0 289 0 1049 707 425 1222 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 484 0 289 0 1049 707 425 1222 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 484 0 289 0 1049 707 425 1222 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.74 1.00 0.73 1.00 0.86 0.86 0.95 0.91 1.00 Lanes: 0.00 0.00 0.00 1.62 0.00 1.38 0.00 2.00 1.00 1.00 3.00 0.00 Final Sat.: 0 0 0 2278 0 1915 0 3251 1625 1805 5187 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.21 0.00 0.15 0.00 0.32 0.44 0.24 0.24 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.23 0.00 0.46 0.00 0.47 0.47 0.25 0.72 0.00 Volume/Cap: 0.00 0.00 0.00 0.93 0.00 0.33 0.00 0.69 0.93 0.93 0.33 0.00 Delay/Veh: 0.0 0.0 0.0 54.5 0.0 17.5 0.0 21.7 33.7 61.9 5.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 54.5 0.0 17.5 0.0 21.7 33.7 61.9 5.1 0.0 LOS by Move: A A A D A B A C C E A A K-989
Attachment 8
HCM2k85thQ: 0 0 0 19 0 7 0 22 39 25 8 0 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-990
Attachment 8
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA 2045 WP PM Peak Hour Thu Oct 22, 2020 14:46:19 Page 117-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #115 SR-55 NB Ramps and Irvine Boulevard
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.841 Loss Time (sec): 5 Average Delay (sec/veh): 22.3 Optimal Cycle: 65 Level Of Service: C ******************************************************************************** Street Name: SR-55 NB Ramps Irvine Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1! 0 1 0 0 0 0 0 1 0 3 0 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 424 21 386 0 0 0 239 1094 0 0 1043 660 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 424 21 386 0 0 0 239 1094 0 0 1043 660 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 424 21 386 0 0 0 239 1094 0 0 1043 660 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 424 21 386 0 0 0 239 1094 0 0 1043 660 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 424 21 386 0 0 0 239 1094 0 0 1043 660 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.86 0.86 1.00 1.00 1.00 0.95 0.91 1.00 1.00 0.86 0.86 Lanes: 1.50 0.05 1.45 0.00 0.00 0.00 1.00 3.00 0.00 0.00 2.00 1.00 Final Sat.: 2445 80 2372 0 0 0 1805 5187 0 0 3257 1629 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.17 0.26 0.16 0.00 0.00 0.00 0.13 0.21 0.00 0.00 0.32 0.41 Crit Moves: **** **** **** Green/Cycle: 0.31 0.31 0.31 0.00 0.00 0.00 0.16 0.64 0.00 0.00 0.48 0.48 Volume/Cap: 0.56 0.84 0.52 0.00 0.00 0.00 0.84 0.33 0.00 0.00 0.66 0.84 Delay/Veh: 29.2 38.7 28.7 0.0 0.0 0.0 60.5 8.3 0.0 0.0 20.4 25.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.2 38.7 28.7 0.0 0.0 0.0 60.5 8.3 0.0 0.0 20.4 25.9 LOS by Move: C D C A A A E A A A C C HCM2k85thQ: 12 22 11 0 0 0 15 9 0 0 21 31 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** K-991
Attachment 8

APPENDIX E

MITIGATION WORKSHEETS

K-992
Attachment 8
MITIG8 - 2045 WP AM Peak HoWed Aug 26, 2020 11:37:24 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Euclid St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.995 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 2 1 0 1 0 2 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 127 801 68 180 2613 240 136 595 364 133 812 148 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 801 68 180 2613 240 136 595 364 133 812 148 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 127 801 68 180 2613 240 136 595 364 133 812 148 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 127 801 68 180 2613 240 136 595 364 133 812 148 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 127 801 68 180 2613 240 136 595 364 133 812 148 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 127 801 68 180 2613 240 136 595 364 133 812 148 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.05 1.00 Lanes: 2.00 2.77 0.23 2.00 2.75 0.25 1.00 2.00 1.00 1.00 2.54 0.46 Final Sat.: 3200 4624 376 3200 4596 404 1600 3400 1600 1600 4260 740 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.17 0.18 0.06 0.57 0.59 0.09 0.17 0.23 0.08 0.19 0.20 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-993
Attachment 8
K-994
Attachment 8
MITIG8 - 2045 WP PM Peak HoWed Aug 26, 2020 11:38:30 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Euclid St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.803 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 53 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 2 1 0 1 0 2 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 551 1648 117 136 897 228 121 467 140 119 1103 179 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 551 1648 117 136 897 228 121 467 140 119 1103 179 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 551 1648 117 136 897 228 121 467 140 119 1103 179 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 551 1648 117 136 897 228 121 467 140 119 1103 179 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 551 1648 117 136 897 228 121 467 140 119 1103 179 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 551 1648 117 136 897 228 121 467 140 119 1103 179 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.05 1.00 Lanes: 2.00 2.80 0.20 2.00 2.39 0.61 1.00 2.00 1.00 1.00 2.58 0.42 Final Sat.: 3200 4682 318 3200 4027 973 1600 3400 1600 1600 4330 670 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.17 0.35 0.37 0.04 0.22 0.23 0.08 0.14 0.09 0.07 0.25 0.27 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-995
Attachment 8
K-996
Attachment 8
MITIG8 - 2045 WP AM Peak HoWed Aug 26, 2020 11:39:58 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Euclid St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.995 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.77 0.23 2.00 2.75 0.25 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3200 4624 376 3200 4596 404 3200 3400 1600 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.17 0.18 0.06 0.57 0.59 0.04 0.17 0.23 0.08 0.24 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-997
Attachment 8
K-998
Attachment 8
MITIG8 - 2045 WP PM Peak HoWed Aug 26, 2020 11:40:46 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Euclid St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.822 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 57 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.80 0.20 2.00 2.39 0.61 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3200 4682 318 3200 4027 973 3200 3400 1600 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.17 0.35 0.37 0.04 0.22 0.23 0.04 0.14 0.09 0.07 0.32 0.11 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-999
Attachment 8
K-1000
Attachment 8
MITIG8 - 2045 WP AM Peak HoWed Aug 26, 2020 11:41:36 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Euclid St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.965 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 154 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.77 0.23 2.00 2.75 0.25 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 4624 376 3200 4596 404 3200 3400 1600 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.17 0.18 0.06 0.57 0.59 0.04 0.17 0.23 0.04 0.24 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1001
Attachment 8
K-1002
Attachment 8
MITIG8 - 2045 WP PM Peak HoWed Aug 26, 2020 11:41:57 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Euclid St and Edinger Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.822 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 57 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.80 0.20 2.00 2.39 0.61 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 4682 318 3200 4027 973 3200 3400 1600 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.17 0.35 0.37 0.04 0.22 0.23 0.04 0.14 0.09 0.04 0.32 0.11 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1003
Attachment 8
K-1004
Attachment 8
MITIG8 - 2045 WP AM Peak HoMon Jun 8, 2020 16:46:00 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Harbor Blvd and Segerstrom Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.961 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 147 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 1 0 2 1 0 1 0 1 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 107 759 48 173 2324 87 90 753 303 146 453 103 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 107 759 48 173 2324 87 90 753 303 146 453 103 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 107 759 48 173 2324 87 90 753 303 146 453 103 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 107 759 48 173 2324 87 90 753 303 146 453 103 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 107 759 48 173 2324 87 90 753 303 146 453 103 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 2.00 2.82 0.18 1.00 2.89 0.11 1.00 1.43 0.57 2.00 2.00 1.00 Final Sat.: 3200 4714 286 1600 4827 173 1600 2382 918 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.16 0.17 0.11 0.48 0.50 0.06 0.32 0.33 0.05 0.13 0.06 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1005
Attachment 8
K-1006
Attachment 8
MITIG8 - 2045 WP PM Peak HoMon Jun 8, 2020 16:45:14 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Harbor Blvd and Segerstrom Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.934 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 113 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 1 0 2 1 0 1 0 1 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 275 1732 55 86 973 86 118 585 192 121 1308 475 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 275 1732 55 86 973 86 118 585 192 121 1308 475 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 275 1732 55 86 973 86 118 585 192 121 1308 475 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 275 1732 55 86 973 86 118 585 192 121 1308 475 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 275 1732 55 86 973 86 118 585 192 121 1308 475 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.06 1.00 Lanes: 2.00 2.91 0.09 1.00 2.76 0.24 1.00 1.51 0.49 2.00 2.00 1.00 Final Sat.: 3200 4852 148 1600 4610 390 1600 2509 791 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.36 0.37 0.05 0.21 0.22 0.07 0.23 0.24 0.04 0.38 0.30 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1007
Attachment 8
K-1008
Attachment 8
MITIG8 - 2045 WP AM Peak HoTue Jun 9, 2020 10:55:11 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #34 Bristol St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.788 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 1 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 208 1451 184 315 1298 183 206 1268 128 126 949 139 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 208 1451 184 315 1298 183 206 1268 128 126 949 139 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 208 1451 184 315 1298 183 206 1268 128 126 949 139 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 208 1451 184 315 1298 183 206 1268 128 126 949 139 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 208 1451 184 315 1298 183 206 1268 128 126 949 139 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.07 0.28 0.12 0.10 0.25 0.11 0.13 0.25 0.08 0.08 0.22 0.23 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1009
Attachment 8
K-1010
Attachment 8
MITIG8 - 2045 WP PM Peak HoTue Jun 9, 2020 10:53:45 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #34 Bristol St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.867 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 71 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 1 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 434 1872 276 216 1169 264 259 1454 186 155 953 90 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 434 1872 276 216 1169 264 259 1454 186 155 953 90 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 434 1872 276 216 1169 264 259 1454 186 155 953 90 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 434 1872 276 216 1169 264 259 1454 186 155 953 90 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 434 1872 276 216 1169 264 259 1454 186 155 953 90 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 1.00 2.74 0.26 Final Sat.: 3200 5100 1600 3200 5100 1600 1600 5100 1600 1600 4586 414 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.37 0.17 0.07 0.23 0.17 0.16 0.29 0.12 0.10 0.21 0.22 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1011
Attachment 8
K-1012
Attachment 8
MITIG8 - 2045 WP AM Peak HoTue Jun 9, 2020 11:13:41 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #37 Bristol St and Segerstrom Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.814 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 55 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: WideBypass Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 1 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 70 778 146 283 1011 119 306 1480 136 157 712 91 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 70 778 146 283 1011 119 306 1480 136 157 712 91 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 70 778 146 283 1011 119 306 1480 136 157 712 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 70 778 146 283 1011 119 306 1480 136 157 712 91 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 70 778 146 283 1011 119 306 1480 136 157 712 91 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 3.00 1.00 1.00 2.68 0.32 1.00 2.75 0.25 1.00 2.66 0.34 Final Sat.: 1600 5100 1600 1600 4495 505 1600 4596 404 1600 4456 544 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.15 0.09 0.18 0.22 0.24 0.19 0.32 0.34 0.10 0.16 0.17 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1013
Attachment 8
K-1014
Attachment 8
MITIG8 - 2045 WP PM Peak HoTue Jun 9, 2020 11:12:49 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #37 Bristol St and Segerstrom Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.868 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 72 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: WideBypass Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 1 1 0 2 1 0 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 177 1309 231 98 894 187 279 998 79 156 1408 71 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 177 1309 231 98 894 187 279 998 79 156 1408 71 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 177 1309 231 98 894 187 279 998 79 156 1408 71 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 177 1309 231 98 894 187 279 998 79 156 1408 71 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 177 1309 231 98 894 187 279 998 79 156 1408 71 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 3.00 1.00 1.00 2.48 0.52 1.00 2.78 0.22 1.00 2.86 0.14 Final Sat.: 1600 5100 1600 1600 4170 830 1600 4648 352 1600 4770 230 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.26 0.14 0.06 0.21 0.23 0.17 0.21 0.22 0.10 0.30 0.31 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1015
Attachment 8
K-1016
Attachment 8
MITIG8 - 2045 WP AM Peak HoTue Jul 14, 2020 10:11:45 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #44 Flower St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.925 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 104 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 89 387 102 366 1158 121 107 983 39 161 664 95 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 89 387 102 366 1158 121 107 983 39 161 664 95 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 89 387 102 366 1158 121 107 983 39 161 664 95 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 89 387 102 366 1158 121 107 983 39 161 664 95 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 387 102 366 1158 121 107 983 39 161 664 95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 89 387 102 366 1158 121 107 983 39 161 664 95 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.04 1.00 Lanes: 1.00 2.00 1.00 1.00 1.81 0.19 1.00 1.92 0.08 1.00 1.75 0.25 Final Sat.: 1600 3400 1600 1600 2997 303 1600 3178 122 1600 2899 401 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.11 0.06 0.23 0.39 0.40 0.07 0.31 0.32 0.10 0.23 0.24 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1017
Attachment 8
K-1018
Attachment 8
MITIG8 - 2045 WP PM Peak HoTue Jul 14, 2020 10:09:24 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #44 Flower St and 1st St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.921 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 101 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 211 1000 238 140 383 111 135 1181 98 144 969 101 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 211 1000 238 140 383 111 135 1181 98 144 969 101 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 211 1000 238 140 383 111 135 1181 98 144 969 101 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 211 1000 238 140 383 111 135 1181 98 144 969 101 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 211 1000 238 140 383 111 135 1181 98 144 969 101 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 211 1000 238 140 383 111 135 1181 98 144 969 101 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.03 1.00 1.00 1.03 1.00 Lanes: 1.00 2.00 1.00 1.00 1.55 0.45 1.00 1.85 0.15 1.00 1.81 0.19 Final Sat.: 1600 3400 1600 1600 2581 719 1600 3055 245 1600 2998 302 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.29 0.15 0.09 0.15 0.15 0.08 0.39 0.40 0.09 0.32 0.33 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1019
Attachment 8
K-1020
Attachment 8
MITIG8 - 2045 WP AM Peak HoThu Jun 11, 2020 14:58:30 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #62 Santiago St and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.241 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1 0 1 0 1 0 1 0 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

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

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.00 1.00 1.00 1.06 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 0.25 1.54 0.21 1.00 2.00 1.00 Final Sat.: 1600 1700 1600 1600 1700 1600 398 2468 334 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.36 0.19 0.26 0.57 0.16 0.30 0.30 0.30 0.19 0.21 0.16 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1021
Attachment 8
K-1022
Attachment 8
MITIG8 - 2045 WP PM Peak HoThu Jun 11, 2020 15:18:08 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #62 Santiago St and Santa Ana Blvd
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.282 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1 0 1 0 1 0 1 0 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 135 833 236 378 639 103 164 673 87 255 546 347 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 135 833 236 378 639 103 164 673 87 255 546 347 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 135 833 236 378 639 103 164 673 87 255 546 347 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 135 833 236 378 639 103 164 673 87 255 546 347 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 135 833 236 378 639 103 164 673 87 255 546 347 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.00 1.00 1.00 1.06 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 0.35 1.46 0.19 1.00 2.00 1.00 Final Sat.: 1600 1700 1600 1600 1700 1600 568 2331 301 1600 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.49 0.15 0.24 0.38 0.06 0.29 0.29 0.29 0.16 0.16 0.22 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1023
Attachment 8
K-1024
Attachment 8
MITIG8 - 2045 WP AM Peak HoTue Jul 14, 2020 09:53:26 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #63 Standard Ave and 4th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.062 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

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

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.05 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.48 0.52 1.00 1.24 0.76 Final Sat.: 1600 1700 1600 1600 1700 1600 1600 2469 831 1600 2078 1222 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.28 0.16 0.27 0.36 0.21 0.19 0.25 0.26 0.16 0.26 0.28 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1025
Attachment 8
K-1026
Attachment 8
MITIG8 - 2045 WP PM Peak HoTue Jul 14, 2020 09:55:45 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #63 Standard Ave and 4th St
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.029 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 251 543 214 254 428 297 302 477 201 233 648 351 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 251 543 214 254 428 297 302 477 201 233 648 351 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 251 543 214 254 428 297 302 477 201 233 648 351 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 251 543 214 254 428 297 302 477 201 233 648 351 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 251 543 214 254 428 297 302 477 201 233 648 351 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 251 543 214 254 428 297 302 477 201 233 648 351 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.04 1.00 1.00 1.05 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.41 0.59 1.00 1.30 0.70 Final Sat.: 1600 1700 1600 1600 1700 1600 1600 2351 949 1600 2176 1124 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.16 0.32 0.13 0.16 0.25 0.19 0.19 0.20 0.21 0.15 0.30 0.31 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1027
Attachment 8
K-1028
Attachment 8
MITIG8 - 2045 WP AM Peak HoTue Jun 9, 2020 15:58:28 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #81 Grand Ave and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.861 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 69 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 262 1104 165 294 1974 192 109 352 107 95 340 86 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 262 1104 165 294 1974 192 109 352 107 95 340 86 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 262 1104 165 294 1974 192 109 352 107 95 340 86 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 262 1104 165 294 1974 192 109 352 107 95 340 86 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 262 1104 165 294 1974 192 109 352 107 95 340 86 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 2.61 0.39 1.00 2.73 0.27 1.00 1.53 0.47 1.00 1.60 0.40 Final Sat.: 1600 4376 624 1600 4575 425 1600 2554 746 1600 2654 646 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.16 0.25 0.26 0.18 0.43 0.45 0.07 0.14 0.14 0.06 0.13 0.13 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1029
Attachment 8
K-1030
Attachment 8
MITIG8 - 2045 WP PM Peak HoTue Jun 9, 2020 15:59:40 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #81 Grand Ave and McFadden Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.813 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 55 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.04 1.00 Lanes: 1.00 2.56 0.44 1.00 2.36 0.64 1.00 1.70 0.30 1.00 1.64 0.36 Final Sat.: 1600 4296 704 1600 3983 1017 1600 2820 480 1600 2722 578 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.31 0.32 0.11 0.20 0.21 0.04 0.08 0.09 0.06 0.28 0.29 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1031
Attachment 8
K-1032
Attachment 8
MITIG8 - 2045 WP AM Peak HoFri Aug 21, 2020 18:32:50 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #91 Tustin Ave and Fairhaven Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.056 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 125 720 126 249 2148 42 78 297 511 306 338 442 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 125 720 126 249 2148 42 78 297 511 306 338 442 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 125 720 126 249 2148 42 78 297 511 306 338 442 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 125 720 126 249 2148 42 78 297 511 306 338 442 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 125 720 126 249 2148 42 78 297 511 306 338 442 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 125 720 126 249 2148 42 78 297 511 306 338 442 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.55 0.45 2.00 2.94 0.06 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 3200 4285 715 3200 4908 92 1600 1700 1600 1600 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.17 0.18 0.08 0.44 0.46 0.05 0.17 0.32 0.19 0.20 0.28 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1033
Attachment 8
K-1034
Attachment 8
MITIG8 - 2045 WP PM Peak HoFri Aug 21, 2020 18:34:16 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #91 Tustin Ave and Fairhaven Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.641 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 32 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 2 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 258 1377 122 356 940 108 82 185 151 86 191 180 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 258 1377 122 356 940 108 82 185 151 86 191 180 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 258 1377 122 356 940 108 82 185 151 86 191 180 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 258 1377 122 356 940 108 82 185 151 86 191 180 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 258 1377 122 356 940 108 82 185 151 86 191 180 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 258 1377 122 356 940 108 82 185 151 86 191 180 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 2.76 0.24 2.00 2.69 0.31 1.00 1.10 0.90 1.00 1.03 0.97 Final Sat.: 3200 4609 391 3200 4505 495 1600 1862 1438 1600 1747 1553 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.30 0.31 0.11 0.21 0.22 0.05 0.10 0.10 0.05 0.11 0.12 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1035
Attachment 8
K-1036
Attachment 8
MITIG8 - 2045 WP AM Peak HoFri Aug 21, 2020 18:34:59 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #92 Tustin Ave and Santa Clara Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.938 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 116 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 2 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 102 556 104 135 2756 87 116 293 214 118 244 122 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 102 556 104 135 2756 87 116 293 214 118 244 122 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 102 556 104 135 2756 87 116 293 214 118 244 122 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 102 556 104 135 2756 87 116 293 214 118 244 122 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 102 556 104 135 2756 87 116 293 214 118 244 122 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 102 556 104 135 2756 87 116 293 214 118 244 122 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 1.00 2.53 0.47 2.00 2.91 0.09 1.00 1.16 0.84 1.00 1.33 0.67 Final Sat.: 1600 4244 756 3200 4853 147 1600 1949 1351 1600 2233 1067 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.13 0.14 0.04 0.57 0.59 0.07 0.15 0.16 0.07 0.11 0.11 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1037
Attachment 8
K-1038
Attachment 8
MITIG8 - 2045 WP PM Peak HoFri Aug 21, 2020 18:35:50 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #92 Tustin Ave and Santa Clara Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.681 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 35 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 2 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 176 852 131 199 1574 109 63 198 116 115 144 136 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 176 852 131 199 1574 109 63 198 116 115 144 136 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 176 852 131 199 1574 109 63 198 116 115 144 136 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 176 852 131 199 1574 109 63 198 116 115 144 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 176 852 131 199 1574 109 63 198 116 115 144 136 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 176 852 131 199 1574 109 63 198 116 115 144 136 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.06 1.00 Lanes: 1.00 2.60 0.40 2.00 2.81 0.19 1.00 1.26 0.74 1.00 1.03 0.97 Final Sat.: 1600 4360 640 3200 4689 311 1600 2118 1182 1600 1746 1554 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.20 0.20 0.06 0.34 0.35 0.04 0.09 0.10 0.07 0.08 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1039
Attachment 8
K-1040
Attachment 8
MITIG8 - 2045 WP AM Peak HoTue Jun 9, 2020 16:22:34 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #96 SR-55 NB Ramps / Del Amo Ave and Newport Avenue ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.460 Loss Time (sec): 5 Average Delay (sec/veh): 24.4 Optimal Cycle: 23 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 1 0 3 0 2 2 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 413 109 69 20 497 728 269 163 155 8 223 4 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 413 109 69 20 497 728 269 163 155 8 223 4 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 413 109 69 20 497 728 269 163 155 8 223 4 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 413 109 69 20 497 728 269 163 155 8 223 4 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 413 109 69 20 497 728 269 163 155 8 223 4 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.86 0.86 0.95 0.91 0.75 0.92 0.88 0.88 0.95 0.95 0.95 Lanes: 2.00 2.00 1.00 1.00 3.00 2.00 2.00 1.03 0.97 1.00 1.96 0.04 Final Sat.: 3502 3257 1629 1805 5187 2842 3502 1715 1631 1805 3536 63 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.03 0.04 0.01 0.10 0.26 0.08 0.10 0.10 0.00 0.06 0.06 Crit Moves: **** **** **** **** Green/Cycle: 0.26 0.51 0.51 0.13 0.39 0.56 0.17 0.29 0.29 0.01 0.14 0.14 Volume/Cap: 0.46 0.07 0.08 0.08 0.25 0.46 0.46 0.33 0.33 0.33 0.46 0.46 Delay/Veh: 31.7 12.3 12.4 38.1 20.7 13.4 38.2 28.0 28.0 56.5 40.4 40.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.7 12.3 12.4 38.1 20.7 13.4 38.2 28.0 28.0 56.5 40.4 40.4 LOS by Move: C B B D C B D C C E D D HCM2k85thQ: 9 1 2 1 6 12 7 6 6 1 6 6 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1041
Attachment 8
K-1042
Attachment 8
MITIG8 - 2045 WP PM Peak HoTue Jun 9, 2020 16:21:12 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Base Volume Alternative)
******************************************************************************** Intersection #96 SR-55 NB Ramps / Del Amo Ave and Newport Avenue ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.700 Loss Time (sec): 5 Average Delay (sec/veh): 28.5 Optimal Cycle: 39 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 1 0 1 0 3 0 2 2 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.89 0.89 0.95 0.91 0.75 0.92 0.90 0.90 0.95 0.94 0.94 Lanes: 2.00 2.51 0.49 1.00 3.00 2.00 2.00 1.27 0.73 1.00 1.91 0.09 Final Sat.: 3502 4238 825 1805 5187 2842 3502 2161 1251 1805 3427 158 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.25 0.06 0.06 0.01 0.04 0.31 0.05 0.03 0.03 0.01 0.10 0.10 Crit Moves: **** **** **** **** Green/Cycle: 0.36 0.63 0.63 0.11 0.38 0.45 0.07 0.14 0.14 0.07 0.14 0.14 Volume/Cap: 0.70 0.10 0.10 0.10 0.12 0.70 0.70 0.18 0.18 0.18 0.70 0.70 Delay/Veh: 29.3 7.3 7.3 40.5 20.2 24.1 54.7 37.9 37.9 44.6 44.9 44.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.3 7.3 7.3 40.5 20.2 24.1 54.7 37.9 37.9 44.6 44.9 44.9 LOS by Move: C A A D C C D D D D D D HCM2k85thQ: 19 2 2 1 3 20 6 2 2 1 11 11 ******************************************************************************** Note: Queue reported is the number of cars per lane.
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1043
Attachment 8
K-1044
Attachment 8
MITIG8 - 2045 WP AM Peak HoFri Aug 21, 2020 18:36:38 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #98 Red Hill Ave and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.559 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 26 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 1 0 2 0 3 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 118 716 97 20 949 191 239 407 300 152 543 96 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 118 716 97 20 949 191 239 407 300 152 543 96 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 118 716 97 20 949 191 239 407 300 152 543 96 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 118 716 97 20 949 191 239 407 300 152 543 96 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 118 716 97 20 949 191 239 407 300 152 543 96 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 118 716 97 20 949 191 239 407 300 152 543 96 OvlAdjVol: 90 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 3.52 0.48 2.00 2.50 0.50 2.00 2.00 1.00 2.00 3.40 0.60 Final Sat.: 3200 5936 764 3200 4196 804 3200 3400 1600 3200 5738 962 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.12 0.13 0.01 0.23 0.24 0.07 0.12 0.19 0.05 0.09 0.10 OvlAdjV/S: 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1045
Attachment 8
K-1046
Attachment 8
MITIG8 - 2045 WP PM Peak HoFri Aug 21, 2020 18:37:15 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #98 Red Hill Ave and Warner Ave
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.804 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 53 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 1 0 2 0 3 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 343 1175 135 89 341 432 324 880 137 78 1643 216 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 343 1175 135 89 341 432 324 880 137 78 1643 216 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 343 1175 135 89 341 432 324 880 137 78 1643 216 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 343 1175 135 89 341 432 324 880 137 78 1643 216 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 343 1175 135 89 341 432 324 880 137 78 1643 216 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 343 1175 135 89 341 432 324 880 137 78 1643 216 OvlAdjVol: 195 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.05 1.00 1.00 1.05 1.00 Lanes: 2.00 3.59 0.41 2.00 2.00 1.00 2.00 2.60 0.40 2.00 3.54 0.46 Final Sat.: 3200 6040 660 3200 3400 1600 3200 4353 647 3200 5956 744 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.19 0.20 0.03 0.10 0.27 0.10 0.20 0.21 0.02 0.28 0.29 OvlAdjV/S: 0.26 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1047
Attachment 8
K-1048
Attachment 8
MITIG8 - 2045 WP AM Peak HoTue Aug 4, 2020 12:08:30 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #100 Red Hill Ave and Alton Pkwy
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.684 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 4 0 1 1 0 3 0 1 2 0 2 1 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 235 693 434 233 1059 170 185 574 574 335 284 159 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 235 693 434 233 1059 170 185 574 574 335 284 159 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 235 693 434 233 1059 170 185 574 574 335 284 159 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 235 693 434 233 1059 170 185 574 0 335 284 159 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 235 693 434 233 1059 170 185 574 0 335 284 159 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 235 693 434 233 1059 170 185 574 0 335 284 159 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.05 1.00 Lanes: 1.00 4.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 2.00 1.28 0.72 Final Sat.: 1600 6800 1600 1600 5100 1600 3200 5100 1600 3200 2151 1149 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.10 0.27 0.15 0.21 0.11 0.06 0.11 0.00 0.10 0.13 0.14 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1049
Attachment 8
K-1050
Attachment 8
MITIG8 - 2045 WP PM Peak HoTue Aug 4, 2020 12:10:27 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #100 Red Hill Ave and Alton Pkwy
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.278 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 4 0 1 1 0 3 0 1 2 0 2 1 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 27 1513 219 148 628 5 453 1111 569 2003 342 1235 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 27 1513 219 148 628 5 453 1111 569 2003 342 1235 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 27 1513 219 148 628 5 453 1111 569 2003 342 1235 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 27 1513 219 148 628 5 453 1111 0 2003 342 1235 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 27 1513 219 148 628 5 453 1111 0 2003 342 1235 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 27 1513 219 148 628 5 453 1111 0 2003 342 1235 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 1.00 4.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 2.00 1.00 1.00 Final Sat.: 1600 6800 1600 1600 5100 1600 3200 5100 1600 3200 1700 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.22 0.14 0.09 0.12 0.00 0.14 0.22 0.00 0.63 0.20 0.77 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1051
Attachment 8
K-1052
Attachment 8
MITIG8 - 2045 WP AM Peak HoTue Jun 9, 2020 18:03:28 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #105 Von Karman Ave and Barranca Pkwy
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.930 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 108 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 1 0 2 0 2 0 2 2 0 3 0 1 2 0 3 1 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 375 497 298 98 960 420 247 928 310 917 1506 47 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 375 497 298 98 960 420 247 928 310 917 1506 47 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 375 497 298 98 960 420 247 928 310 917 1506 47 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 375 497 298 98 960 420 247 928 310 917 1506 47 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 375 497 298 98 960 420 247 928 310 917 1506 47 OvlAdjVol: 173
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.05 1.00 1.00 1.06 1.00 1.00 1.06 1.00 1.00 1.06 1.00 Lanes: 2.00 1.25 0.75 2.00 2.00 2.00 2.00 3.00 1.00 2.00 4.00 1.00 Final Sat.: 3200 2101 1199 3200 3400 3200 3200 5100 1600 3200 6800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.24 0.25 0.03 0.28 0.13 0.08 0.18 0.19 0.29 0.22 0.03 OvlAdjV/S: 0.05
Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1053
Attachment 8
K-1054
Attachment 8
MITIG8 - 2045 WP PM Peak HoTue Jun 9, 2020 18:02:58 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #105 Von Karman Ave and Barranca Pkwy
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.241 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 1 0 2 0 2 0 2 2 0 3 0 1 2 0 3 1 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

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 1.05 1.00 Lanes: 2.00 1.64 0.36 2.00 2.00 2.00 2.00 3.00 1.00 2.00 3.73 1.27 Final Sat.: 3200 2727 573 3200 3400 3200 3200 5100 1600 3200 6268 2032 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.76 0.79 0.03 0.12 0.09 0.25 0.28 0.13 0.08 0.13 0.13 OvlAdjV/S: 0.00
Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1055
Attachment 8
K-1056
Attachment 8
MITIG8 - 2045 WP AM Peak HoWed Oct 21, 2020 17:59:31 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future 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 2 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 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 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: 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 1.06 1.00 1.00 1.06 1.00 Lanes: 0.00 3.00 2.00 2.00 3.00 0.00 0.00 0.00 0.00 3.00 0.00 2.00 Final Sat.: 0 5100 3200 3200 5100 0 0 0 0 4800 0 3200 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.08 0.12 0.13 0.23 0.00 0.00 0.00 0.00 0.18 0.00 0.08 OvlAdjV/S: 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1057
Attachment 8
K-1058
Attachment 8
MITIG8 - 2045 WP PM Peak HoWed Oct 21, 2020 17:59:09 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #112 Tustin Ranch Road and Warner Avenue North ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.746 Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx Optimal Cycle: 43 Level Of Service: C ******************************************************************************** Street Name: Tustin Ranch Road Warner Avenue North Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ovl Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 3 0 2 2 0 3 0 0 0 0 0 0 0 3 0 0 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1995 1175 447 657 0 0 0 0 792 0 716 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1995 1175 447 657 0 0 0 0 792 0 716 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1995 1175 447 657 0 0 0 0 792 0 716 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1995 1175 447 657 0 0 0 0 792 0 716 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1995 1175 447 657 0 0 0 0 792 0 716 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1995 1175 447 657 0 0 0 0 792 0 716 OvlAdjVol: 647 269 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.39 0.37 0.14 0.13 0.00 0.00 0.00 0.00 0.17 0.00 0.22 OvlAdjV/S: 0.20 0.08 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1059
Attachment 8
K-1060
Attachment 8
MITIG8 - 2045 WP AM Peak HoThu Oct 22, 2020 12:50:42 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #113 Tustin Ranch Road and Walnut Avenue
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.175 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 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 3 0 1 2 0 3 0 1 2 0 2 0 1 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 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 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 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 103 630 314 1123 3139 418 856 1118 675 176 260 0 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 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 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 103 630 314 1123 3139 418 856 1118 675 176 260 0 OvlAdjVol: 226 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: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 5100 1600 3200 5100 1600 3200 3400 1600 3200 3400 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.12 0.20 0.35 0.62 0.26 0.27 0.33 0.42 0.06 0.08 0.00 OvlAdjV/S: 0.14 0.00
Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1061
Attachment 8
K-1062
Attachment 8
MITIG8 - 2045 WP PM Peak HoThu Oct 22, 2020 12:54:00 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #113 Tustin Ranch Road and Walnut Avenue
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.590 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 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 3 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 876 3814 401 550 1460 947 329 402 230 307 1760 1394 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 876 3814 401 550 1460 947 329 402 230 307 1760 1394 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 876 3814 401 550 1460 947 329 402 230 307 1760 1394 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 876 3814 401 550 1460 947 329 402 230 307 1760 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 876 3814 401 550 1460 947 329 402 230 307 1760 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 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 876 3814 401 550 1460 947 329 402 230 307 1760 0 OvlAdjVol: 247 783
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.27 0.75 0.25 0.17 0.29 0.59 0.10 0.12 0.14 0.10 0.52 0.00 OvlAdjV/S: 0.15 0.49
Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-1063
Attachment 8
K-1064
Attachment 8

APPENDIX F

VMT CALCULATIONS

K-1065
Attachment 8
SCENARIO I‐I I‐X X‐I Total VMT TOT_POP Total
Employees VMT/Capita TOT_POP
Total
Employees ‐
Reduced
VMT / Capita
Citywide 698,590       5,295,496    5,291,968       11,286,054    364,042          176,354          20.9                 364,042          139,672          22.4 Countywide 47,482,030 24,809,328 24,994,227    97,285,585    3,179,626       1,710,147       19.9                 3,179,626       593,421          25.8 SCENARIO I‐I I‐X X‐I Total VMT TOT_POP Total
Employees VMT/Capita TOT_POP
Total
Employees ‐
Reduced
VMT / Capita
Citywide 697,779       5,356,504    5,352,841       11,407,124    367,064          177,854          20.9                 367,064          140,860          22.5 Countywide 48,242,429 25,463,887 25,637,825    99,344,141    3,228,591       1,747,428       20.0                 3,228,591       606,358          25.9 SCENARIO I‐I I‐X X‐I Total VMT TOT_POP Total
Employees VMT/Capita TOT_POP
Total
Employees ‐
Reduced
VMT / Capita
Citywide 692,704       5,737,798    5,733,292       12,163,794    385,955          187,226          21.2                 385,955          148,283          22.8 Countywide 52,994,916 29,554,879 29,660,308    112,210,103 3,534,620       1,980,433       20.3                 3,534,620       687,210          26.6 SCENARIO I‐I I‐X X‐I Total VMT TOT_POP Total
Employees VMT/Capita TOT_POP
Total
Employees ‐
Reduced
VMT / Capita
Citywide 637,655       5,432,337    5,448,967       11,518,959    432,421          169,438          19.1                 432,421          134,195          20.3 Countywide 52,931,787 29,642,498 29,748,229    112,322,514 3,581,086       1,962,645       20.3                 3,581,086       681,038          26.4 *In order to mitigate double‐counting, a reduction factor was applied to the employee population to account for the amount of employees who are also residents of the City. Per SCAG Local Profile Report (2019), 20.8% of commuters live in the City. Thus, a reduction of 20.8% was applied to the employee population. (https://www.scag.ca.gov/Documents/SantaAna.pdf)
*In order to mitigate double‐counting, a reduction factor was applied to the employee population to account for the amount of employees who are also residents of the County. Per SCAG Local Profile Report (2019), 65.3% of commuters live in the County. Thus, a reduction of 65.3% was applied to the employee population. (https://www.scag.ca.gov/Documents/OrangeCountyLP.pdf)
Base Year 2016
Existing Year 2020
Future Year 2045 Baseline
Future Year 2045 WP ‐ 80% Buildout
K-1066
Attachment 8

APPENDIX G

OCTAM VOLUME COMPARISON PLOTS

K-1067
Attachment 8
OCTAM 5.0 – Daily Traffic Volume Comparison Between 2045 80% Buildout and 2045 80% Buildout with Baseline Network Volume in Thousands
K-1068
Attachment 8
OCTAM 5.0 – AM Peak Traffic Volume Comparison Between 2045 80% Buildout and 2045 80% Buildout with Baseline Network Volume in Thousands
K-1069
Attachment 8
OCTAM 5.0 – PM Peak Traffic Volume Comparison Between 2045 80% Buildout and 2045 80% Buildout with Baseline Network Volume in Thousands
K-1070
Attachment 8

APPENDIX H
COUNTS
K-1071
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC2183
Tue, May 14, 19 NORTH & SOUTH: LOCATION #: 1
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TTL LANES: 1 30 1 301301 30 0 0 0 0
7:00 AM 7 180 40 42 475 14 33 136 22 23 71 18 1,061 10 02 3 7:15 AM 10 203 43 53 504 12 36 138 32 37 109 29 1,206 00 02 2 7:30 AM 28 245 48 48 503 19 44 147 38 60 125 42 1,347 00 01 1 7:45 AM 34 271 44 47 473 15 62 205 41 47 173 49 1,461 00 10 1 8:00 AM 33 264 41 60 432 23 52 210 43 44 168 49 1,419 10 00 1 8:15 AM 27 253 44 49 417 45 57 240 29 31 114 46 1,352 10 02 3 8:30 AM 21 235 43 58 400 35 41 168 22 37 123 32 1,215 00 13 4 8:45 AM 35 179 31 48 377 39 56 117 23 35 141 34 1,115 10 00 1 VOLUMES 195 1,830 334 405 3,581 202 381 1,361 250 314 1,024 299 10,176 4 0 2 10 16 APPROACH % 8% 78% 14% 10% 86% 5% 19% 68% 13% 19% 63% 18% APP/DEPART 2,359 / 2,508 4,188 / 4,139 1,992 / 2,110 1,637 / 1,419 0

BEGIN PEAK HR
VOLUMES 122 1,033 177 204 1,825 102 215 802 151 182 580 186 5,579 APPROACH % 9% 78% 13% 10% 86% 5% 18% 69% 13% 19% 61% 20% PEAK HR FACTOR 0.954 0.935 0.896 0.881 0.955
APP/DEPART 1,332 / 1,433 2,131 / 2,157 1,168 / 1,186 948 / 803 0 4:00 PM 46 364 41 36 244 43 55 161 20 44 162 58 1,274 01 11 3 4:15 PM 45 404 28 44 213 42 44 121 19 39 174 52 1,225 00 01 1 4:30 PM 23 318 73 50 283 48 57 161 20 46 170 43 1,292 00 11 2 4:45 PM 36 367 29 39 258 47 53 154 20 48 196 61 1,308 00 22 4 5:00 PM 34 363 33 43 289 47 46 162 28 59 225 55 1,384 00 30 3 5:15 PM 43 371 28 49 261 46 58 169 28 56 226 55 1,390 00 20 2 5:30 PM 41 370 23 38 245 56 53 162 25 45 223 58 1,339 10 00 1 5:45 PM 39 358 33 53 247 48 52 178 23 54 226 46 1,357 00 00 0 VOLUMES 307 2,915 288 352 2,040 377 418 1,268 183 391 1,602 428 10,569 1 1 9 5 16 APPROACH % 9% 83% 8% 13% 74% 14% 22% 68% 10% 16% 66% 18% APP/DEPART 3,510 / 3,753 2,769 / 2,610 1,869 / 1,912 2,421 / 2,294 0

BEGIN PEAK HR
VOLUMES 157 1,462 117 183 1,042 197 209 671 104 214 900 214 5,470 APPROACH % 9% 84% 7% 13% 73% 14% 21% 68% 11% 16% 68% 16% PEAK HR FACTOR 0.982 0.938 0.965 0.979 0.984
APP/DEPART 1,736 / 1,880 1,422 / 1,361 984 / 971 1,328 / 1,258 0 Euclid

NORTH SIDE
1st WEST SIDE EAST SIDE 1st

SOUTH SIDE
Euclid

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 0 0 0 0 000 0 0 00 00 0
7:15 AM 0 0 0 0 0 000 0 0 00 00 0
7:30 AM 0 0 0 0 0 000 0 0 00 00 0
7:45 AM 0 0 0 0 0 000 0 0 00 00 0
8:00 AM 0 0 0 0 0 000 0 0 00 00 0
8:15 AM 0 0 0 0 0 000 0 0 00 00 0
8:30 AM 0 0 0 0 0 000 0 0 00 00 0
8:45 AM 0 0 0 0 0 000 0 0 00 00 0
TOTAL 00 0 00 000 00 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 000 0 0 00 00 0
4:15 PM 0 0 0 0 0 000 0 0 00 00 0
4:30 PM 0 0 0 0 0 000 0 0 00 00 0
4:45 PM 0 0 0 0 0 000 0 0 00 00 0
5:00 PM 0 0 0 0 0 000 0 0 00 00 0
5:15 PM 0 0 0 0 0 000 0 0 00 00 0
5:30 PM 0 0 0 0 0 000 0 0 00 00 0
5:45 PM 0 0 0 0 0 000 0 0 00 00 0
TOTAL 00 0 00 000 00 0 0 0 0 0
000 0 0

AMPM AM
7:30 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS
7:30 AM
PM BEGIN PEAK HR 5:00 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Euclid Euclid 1st 1st

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Euclid
1st
Add U-Turns to Left Turns
K-1072
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Wed, Feb 10, 16 NORTH & SOUTH: LOCATION #: 30
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 120 1 3012012 0 0 0 0 0
7:00 AM 15 164 8 14 479 23 19 68 16 23 52 12 893 00 00 0 7:15 AM 16 272 20 26 548 20 27 78 41 17 64 25 1,154 00 00 0 7:30 AM 29 263 38 32 395 18 51 118 71 45 65 39 1,164 00 00 0 7:45 AM 34 265 27 38 470 34 58 101 81 49 75 38 1,270 00 00 0 8:00 AM 43 258 30 26 431 58 55 111 62 41 133 35 1,283 00 00 0 8:15 AM 33 271 30 35 535 41 54 114 61 24 80 22 1,300 00 00 0 8:30 AM 22 263 15 22 469 31 39 118 48 17 73 34 1,151 00 00 0 8:45 AM 20 229 17 20 432 18 34 90 28 20 56 25 989 00 00 0 VOLUMES 212 1,985 185 213 3,759 243 337 798 408 236 598 230 9,204 0 0 0 0 0 APPROACH % 9% 83% 8% 5% 89% 6% 22% 52% 26% 22% 56% 22%
APP/DEPART 2,382 / 2,552 4,215 / 4,403 1,543 / 1,196 1,064 / 1,053 0

BEGIN PEAK HR
VOLUMES 139 1,057 125 131 1,831 151 218 444 275 159 353 134 5,017 APPROACH % 11% 80% 9% 6% 87% 7% 23% 47% 29% 25% 55% 21% PEAK HR FACTOR 0.989 0.865 0.976 0.773 0.965
APP/DEPART 1,321 / 1,409 2,113 / 2,265 937 / 700 646 / 643 0 4:00 PM 29 286 20 25 278 27 45 83 35 14 96 25 963 00 00 0 4:15 PM 30 297 15 27 284 35 53 96 47 17 109 30 1,040 00 00 0 4:30 PM 34 315 21 22 287 40 55 101 43 21 123 35 1,097 00 00 0 4:45 PM 36 327 20 26 300 39 49 98 52 27 130 47 1,151 00 00 0 5:00 PM 44 335 23 24 285 35 51 104 40 30 134 53 1,158 00 00 0 5:15 PM 34 374 19 22 365 40 40 100 41 34 130 63 1,262 00 00 0 5:30 PM 54 334 26 33 351 43 35 100 44 31 117 73 1,241 00 00 0 5:45 PM 51 352 17 28 267 36 36 115 29 21 121 64 1,137 00 00 0 VOLUMES 312 2,620 161 207 2,417 295 364 797 331 195 960 390 9,049 0 0 0 0 0 APPROACH % 10% 85% 5% 7% 83% 10% 24% 53% 22% 13% 62% 25% APP/DEPART 3,093 / 3,374 2,919 / 2,943 1,492 / 1,165 1,545 / 1,567 0

BEGIN PEAK HR
VOLUMES 168 1,370 88 105 1,301 157 175 402 177 122 511 236 4,812 APPROACH % 10% 84% 5% 7% 83% 10% 23% 53% 23% 14% 59% 27% PEAK HR FACTOR 0.952 0.915 0.947 0.957 0.953
APP/DEPART 1,626 / 1,781 1,563 / 1,600 754 / 595 869 / 836 0 Euclid

NORTH SIDE
McFadden WEST SIDE EAST SIDE McFadden

SOUTH SIDE
Euclid

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 8 4 2 8 22 7125 15 13 03 7
7:15 AM 8 13 6 27 54 61 252 7 50 21 10 4
7:30 AM 21 52 21 55 149 20 50 19 52 141 12 23 8
7:45 AM 7 12 11 4 34 6883 25 14 31 9
8:00 AM 9 20 4 11 44 31 54 7 29 65 04 15
8:15 AM 6 4 5 9 24 6349 22 01 10 2
8:30 AM 4 6 4 2 16 3542 14 11 00 2
8:45 AM 1 2 2 0 5 1120 4 01 00 1
TOTAL 64 113 55 116 348 52 95 48 105 300 12 18 7 11 48
4:00 PM 8 14 9 7 38 51 27 5 29 32 22 9
4:15 PM 8 12 13 4 37 7883 26 14 51 11
4:30 PM 10 15 8 10 43 41 06 6 26 65 24 17
4:45 PM 8 4 5 9 26 6349 22 21 10 4
5:00 PM 35 14 11 51 111 31 12 10 47 100 42 14 11
5:15 PM 19 46 15 34 114 16 44 11 33 104 32 41 10
5:30 PM 15 24 6 42 87 14 22 6 41 83 12 01 4
5:45 PM 6 7 4 11 28 572 1 0 24 10 21 4
TOTAL 109 136 71 168 484 88 118 54 154 414 21 18 17 14 70

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Euclid
McFadden

U-TURNS
Euclid Euclid McFadden McFadden

BICYCLE CROSSINGS

AMPM AM
7:30 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1073
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC2183
Tue, May 14, 19 NORTH & SOUTH: LOCATION #: 2
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TTL LANES: 2 2.5 0.5 2 2.5 0.5 1 2 1 1 2 1 0 0 0 0
7:00 AM 15 137 5 17 426 24 33 131 88 25 101 18 1,020 00 01 1 7:15 AM 23 134 8 27 485 31 50 141 86 18 119 24 1,146 00 31 4 7:30 AM 30 214 8 35 494 39 42 152 124 27 165 32 1,362 30 20 5 7:45 AM 47 199 18 27 478 57 50 188 138 29 155 29 1,415 30 21 6 8:00 AM 30 221 16 34 424 30 37 204 109 27 149 30 1,311 31 40 8 8:15 AM 25 202 29 29 427 41 41 201 84 16 133 18 1,246 00 11 2 8:30 AM 27 161 13 26 456 45 50 144 87 27 117 21 1,174 11 20 4 8:45 AM 33 152 19 26 397 33 31 140 86 20 125 26 1,088 20 50 7 VOLUMES 230 1,420 116 221 3,587 300 334 1,301 802 189 1,064 198 9,762 12 2 19 4 37 APPROACH % 13% 80% 7% 5% 87% 7% 14% 53% 33% 13% 73% 14% APP/DEPART 1,766 / 1,935 4,108 / 4,586 2,437 / 1,640 1,451 / 1,601 0

BEGIN PEAK HR
VOLUMES 132 836 71 125 1,823 167 170 745 455 99 602 109 5,334 APPROACH % 13% 80% 7% 6% 86% 8% 12% 54% 33% 12% 74% 13% PEAK HR FACTOR 0.973 0.931 0.911 0.904 0.942
APP/DEPART 1,039 / 1,107 2,115 / 2,384 1,370 / 942 810 / 901 0 4:00 PM 86 347 11 24 179 36 39 162 39 23 186 22 1,154 23 11 7 4:15 PM 104 390 27 25 179 41 37 150 36 18 214 21 1,242 10 20 3 4:30 PM 107 350 19 28 178 47 40 150 46 17 208 32 1,222 01 51 7 4:45 PM 102 415 34 32 191 46 46 139 41 20 203 35 1,304 11 20 4 5:00 PM 140 374 27 36 195 48 37 130 55 21 217 36 1,316 30 80 11 5:15 PM 136 401 29 27 216 63 43 172 45 19 191 29 1,371 61 41 12 5:30 PM 142 366 20 25 193 44 33 174 43 30 220 34 1,324 30 10 4 5:45 PM 112 313 25 32 191 43 40 171 38 17 207 32 1,221 02 80 10 VOLUMES 929 2,956 192 229 1,522 368 315 1,248 343 165 1,646 241 10,154 16 8 31 3 5 8 APPROACH % 23% 73% 5% 11% 72% 17% 17% 65% 18% 8% 80% 12% APP/DEPART 4,077 / 3,489 2,119 / 2,043 1,906 / 1,664 2,052 / 2,958 0

BEGIN PEAK HR
VOLUMES 520 1,556 110 120 795 201 159 615 184 90 831 134 5,315 APPROACH % 24% 71% 5% 11% 71% 18% 17% 64% 19% 9% 79% 13% PEAK HR FACTOR 0.966 0.912 0.921 0.929 0.969
APP/DEPART 2,186 / 1,836 1,116 / 1,081 958 / 844 1,055 / 1,554 0 Euclid

NORTH SIDE
Edinger WEST SIDE EAST SIDE Edinger

SOUTH SIDE
Euclid

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 0 0 0 0 0000 0 00 00 0
7:15 AM 0 0 0 0 0 0000 0 00 00 0
7:30 AM 0 0 0 0 0 0000 0 00 00 0
7:45 AM 0 0 0 0 0 0000 0 00 00 0
8:00 AM 0 0 0 0 0 0000 0 00 00 0
8:15 AM 0 0 0 0 0 0000 0 00 00 0
8:30 AM 0 0 0 0 0 0000 0 00 00 0
8:45 AM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 00000 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 00 00 0
4:15 PM 0 0 0 0 0 0000 0 00 00 0
4:30 PM 0 0 0 0 0 0000 0 00 00 0
4:45 PM 0 0 0 0 0 0000 0 00 00 0
5:00 PM 0 0 0 0 0 0000 0 00 00 0
5:15 PM 0 0 0 0 0 0000 0 00 00 0
5:30 PM 0 0 0 0 0 0000 0 00 00 0
5:45 PM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 00000 0 0 0 0 0
0000 0

AMPM AM
7:30 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS
7:30 AM
PM BEGIN PEAK HR 4:45 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Euclid Euclid Edinger Edinger

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Euclid
Edinger
Add U-Turns to Left Turns
K-1074
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Wed, Feb 10, 16 NORTH & SOUTH: LOCATION #: 11
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 120 1 2012012 0 0 0 0 0
7:00 AM 10 146 6 7 257 4 13 28 16 4 15 9 515 00 00 0
7:15 AM 15 178 15 15 352 21 10 36 28 8 39 9 726 00 00 0 7:30 AM 24 190 22 21 308 31 19 50 25 17 39 13 759 00 00 0 7:45 AM 40 165 48 37 281 41 26 57 59 10 45 19 828 00 00 0 8:00 AM 15 176 15 14 347 25 19 48 29 14 40 24 766 00 00 0 8:15 AM 20 174 4 17 316 16 30 59 22 1 23 11 693 00 00 0 8:30 AM 13 163 3 17 322 23 22 48 24 9 32 10 686 00 00 0 8:45 AM 29 161 11 9 282 13 24 32 26 4 29 12 632 00 00 0 VOLUMES 166 1,353 124 137 2,465 174 163 358 229 67 262 107 5,605 0 0 0 0 0 APPROACH % 10% 82% 8% 5% 89% 6% 22% 48% 31% 15% 60% 25% APP/DEPART 1,643 / 1,623 2,776 / 2,761 750 / 619 436 / 602 0

BEGIN PEAK HR
VOLUMES 94 709 100 87 1,288 118 74 191 141 49 163 65 3,079 APPROACH % 10% 79% 11% 6% 86% 8% 18% 47% 35% 18% 59% 23% PEAK HR FACTOR 0.892 0.962 0.715 0.888 0.930
APP/DEPART 903 / 848 1,493 / 1,478 406 / 378 277 / 375 0 4:00 PM 20 292 8 11 223 24 24 30 18 3 42 38 733 00 00 0 4:15 PM 18 304 12 16 194 17 27 35 17 10 30 37 717 00 00 0 4:30 PM 21 340 12 10 199 27 29 49 14 6 41 13 761 00 00 0 4:45 PM 27 299 18 13 193 19 24 51 23 8 59 12 746 00 00 0 5:00 PM 22 315 9 15 267 35 19 48 29 10 52 7 828 00 00 0 5:15 PM 31 298 7 9 252 31 29 49 29 5 54 19 813 00 00 0
5:30 PM 28 294 15 14 251 26 29 56 37 12 37 13 812 00 00 0 5:45 PM 30 324 17 9 227 27 26 52 30 3 51 16 812 00 00 0 VOLUMES 197 2,466 98 97 1,806 206 207 370 197 57 366 155 6,222 0 0 0 0 0 APPROACH % 7% 89% 4% 5% 86% 10% 27% 48% 25% 10% 63% 27% APP/DEPART 2,761 / 2,828 2,109 / 2,060 774 / 565 578 / 769 0

BEGIN PEAK HR
VOLUMES 111 1,231 48 47 997 119 103 205 125 30 194 55 3,265 APPROACH % 8% 89% 3% 4% 86% 10% 24% 47% 29% 11% 70% 20% PEAK HR FACTOR 0.937 0.917 0.887 0.894 0.986
APP/DEPART 1,390 / 1,389 1,163 / 1,152 433 / 300 279 / 424 0 Newhope

NORTH SIDE
Hazard WEST SIDE EAST SIDE Hazard

SOUTH SIDE
Newhope

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 1 1 1 0 3 0000 0 11 10 3
7:15 AM 2 3 1 0 6 1210 4 11 00 2
7:30 AM 4 3 5 0 12 4340 11 00 10 1
7:45 AM 1 3 8 2 14 1361 11 00 21 3
8:00 AM 1 12 8 0 21 11 15 0 17 01 30 4
8:15 AM 1 6 7 4 18 0652 13 10 22 5
8:30 AM 14 6 5 0 25 1 4 640 24 00 10 1
8:45 AM 1 12 2 0 15 11 21 0 14 00 10 1
TOTAL 25 46 37 6 114 22 43 26 3 94 3 3 11 3 20
4:00 PM 1 0 3 2 6 0032 5 10 00 1
4:15 PM 1 2 1 3 7 0000 0 12 13 7
4:30 PM 4 0 2 4 10 4013 8 00 11 2
4:45 PM 3 0 0 5 8 3003 6 00 02 2
5:00 PM 0 2 4 1 7 0140 5 01 01 2
5:15 PM 2 3 5 2 12 1220 5 11 32 7
5:30 PM 1 4 2 1 8 0210 3 12 11 5
5:45 PM 2 2 2 2 8 2110 4 01 12 4
TOTAL 14 13 19 20 66 10 6 12 8 36 4 7 7 12 30

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Newhope
Hazard

U-TURNS
Newhope Newhope Hazard Hazard

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1075
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Wed, Feb 10, 16 NORTH & SOUTH: LOCATION #: 31
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 120 1 2012012 0 0 0 0 0
7:00 AM 5 97 11 18 281 11 10 54 17 11 67 21 603 00 00 0 7:15 AM 14 91 15 22 301 19 8 73 38 17 72 17 687 00 00 0 7:30 AM 17 94 28 18 318 17 33 113 37 37 112 22 846 00 00 0 7:45 AM 38 110 45 29 247 20 24 102 43 49 110 34 851 00 00 0 8:00 AM 31 144 60 31 249 37 52 129 38 53 133 22 979 00 00 0 8:15 AM 19 123 33 36 322 31 20 128 35 30 76 18 871 00 00 0 8:30 AM 9 127 28 22 291 17 25 108 30 35 88 25 805 00 00 0 8:45 AM 23 162 38 26 355 23 10 83 21 40 61 31 873 00 00 0 VOLUMES 156 948 258 202 2,364 175 182 790 259 272 719 190 6,515 0 0 0 0 0 APPROACH % 11% 70% 19% 7% 86% 6% 15% 64% 21% 23% 61% 16% APP/DEPART 1,362 / 1,320 2,741 / 2,895 1,231 / 1,250 1,181 / 1,050 0

BEGIN PEAK HR
VOLUMES 105 471 166 114 1,136 105 129 472 153 169 431 96 3,547 APPROACH % 14% 63% 22% 8% 84% 8% 17% 63% 20% 24% 62% 14% PEAK HR FACTOR 0.789 0.871 0.861 0.837 0.906
APP/DEPART 742 / 696 1,355 / 1,458 754 / 752 696 / 641 0 4:00 PM 37 275 38 37 140 30 15 103 11 35 104 51 876 00 00 0 4:15 PM 26 283 41 37 158 26 22 118 17 27 99 40 894 00 00 0 4:30 PM 35 278 42 30 134 31 11 104 13 31 103 38 850 00 00 0 4:45 PM 42 274 39 22 146 18 11 106 16 26 130 46 876 00 00 0 5:00 PM 43 262 42 26 158 32 26 110 18 25 138 39 919 00 00 0 5:15 PM 52 260 53 37 169 40 19 108 11 24 135 39 947 00 00 0 5:30 PM 50 245 42 48 191 36 20 122 23 32 138 39 986 00 00 0 5:45 PM 49 274 45 46 186 28 12 136 17 21 155 44 1,013 00 00 0 VOLUMES 334 2,151 342 283 1,282 241 136 907 126 221 1,002 336 7,361 0 0 0 0 0 APPROACH % 12% 76% 12% 16% 71% 13% 12% 78% 11% 14% 64% 22% APP/DEPART 2,827 / 2,623 1,806 / 1,629 1,169 / 1,532 1,559 / 1,577 0

BEGIN PEAK HR
VOLUMES 194 1,041 182 157 704 136 77 476 69 102 566 161 3,865 APPROACH % 14% 73% 13% 16% 71% 14% 12% 77% 11% 12% 68% 19% PEAK HR FACTOR 0.963 0.906 0.942 0.942 0.954
APP/DEPART 1,417 / 1,279 997 / 875 622 / 815 829 / 896 0 Newhope

NORTH SIDE
McFadden WEST SIDE EAST SIDE McFadden

SOUTH SIDE
Newhope

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 1 5 4 0 10 1430 8 01 10 2
7:15 AM 4 4 7 0 15 1260 9 32 10 6
7:30 AM 4 24 19 1 48 32 1 1 80 42 13 11 6
7:45 AM 13 17 20 32 82 13 16 19 31 79 01 11 3
8:00 AM 36 57 47 40 180 35 55 43 38 171 12 42 9
8:15 AM 11 30 34 17 92 9 3 03 21 5 86 20 22 6
8:30 AM 5 7 19 4 35 56 1 7 3 31 01 21 4
8:45 AM 3 3 14 0 20 32 1 3 0 18 01 10 2
TOTAL 77 147 164 94 482 70 136 151 87 444 7 11 13 7 38
4:00 PM 2 2 5 4 13 2154 12 01 00 1
4:15 PM 4 6 10 6 26 3254 14 14 52 12
4:30 PM 2 6 1 2 11 2302 7 03 10 4
4:45 PM 10 17 4 8 39 10 15 4 8 37 02 00 2
5:00 PM 15 9 4 4 32 9633 21 63 11 11
5:15 PM 4 7 8 4 23 4374 18 04 10 5
5:30 PM 7 4 5 5 21 6235 16 12 20 5
5:45 PM 5 5 6 1 17 3330 9 22 31 8
TOTAL 49 56 43 34 182 39 35 30 30 134 10 21 13 4 48

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Newhope
McFadden

U-TURNS
Newhope Newhope McFadden McFadden

BICYCLE CROSSINGS

AMPM AM
7:30 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1076
Attachment 8
ITM Peak Hour Summary
Prepared by:

National Data & Surveying Services
Lanes 030 City:

AM 17 1301 0 AM
NOON 000 NOON
PM 47 1459 0 PM
AM NOON PM AM NOON PM Lanes
112 0 163 1
4 207 6 .5
0 7 108 9 803 0 569 1.5
1 000
0 116 0 74
Lanes AM NOON PM AM NOON PM
AM 67 1224 0 AM
NOON 000 NOON
PM 84 1914 0 PM
131 Lanes
AM AM

NOON NOON
PM PM

AM NOON PM AM NOON PM
126 0 207 957 0 808
187 0 163 0 0 0

AM NOON PM AM NOON PM
AM AM

NOON NOON
PM PM
Date:
00 715 AM
Peak Hour Summary
Southbound Approach Project #:2014-10-16
Banner Dr
500 PM
126 0 207
Harbor Blvd
AM Peak Hour
Thursday
Westbound Approach
Garden GroveDay:

Eastbound Approach
Harbor Blvd and Banner Dr , Garden Grove
PM Peak Hour
0 1407
0 2166
Signalized

CONTROL
Count Periods
AM
Start
4:00 PM
Historical
NOON Peak Hour
NOON
PM
7:00 AM 9:00 AM
2725
0 6:00 PM
1407
0 Total Volume Per Leg
0 West Leg
808
End
Total Ins & Outs
North Leg
2220
0 2102
Northbound Approach
South Leg
East Leg
1291
00 21661506
West Leg
South Leg
370313 0
East Leg
North Leg
3672
957
3511
0 41001998
1318
2102
2220
0 K-1077
Attachment 8
ITM Peak Hour Summary
Prepared by:

National Data & Surveying Services
Lanes 000
AM 000 AM
NOON 000 NOON
PM 000 PM
AM NOON PM AM NOON PM Lanes
128 0 53 0
688 0 565 2
2 607 0 781 000 0
1 760 0 585
0 000
Lanes AM NOON PM AM NOON PM
AM 000 AM
NOON 000 NOON
PM 000 PM
000 Lanes
AM AM

NOON NOON
PM PM

AM NOON PM AM NOON PM
688 0 565 816 0 618
1367 0 1366 760 0 585

AM NOON PM AM NOON PM
AM AM

NOON NOON
PM PM0
0 0
0 0
834
0 1576
0 0
South Leg
19312055 0
0 South Leg
East Leg
0 00
8340
West Leg
0 West Leg
1203
End
Total Ins & Outs
North Leg
0 0
0 East Leg
7:00 PM
735
0 Total Volume Per Leg
North Leg
Northbound Approach
9:00 AM
12:00 AM
735
Historical
NOON Peak Hour
SR-22 EB On-Ramp
AM Peak Hour
Tuesday
Westbound Approach
Peak Hour Summary
Count Periods
AM
Start
4:00 PM
NOON
PM
6:00 AM
12:00 AM
SR-22 EB On-Ramp and Trask Ave , City of Santa Ana
PM Peak Hour
585
735
0 834
Signalized

CONTROL
Southbound Approach Project #:2013-02-05Date:
760 0
Day:

Eastbound Approach
715 AM
Trask Ave
400 PM
688 0 565
K-1078
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC2183
Thu, May 16, 19 NORTH & SOUTH: LOCATION #: 3
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TTL LANES: 131 1 3113013 1 0 0 0 0
7:00 AM 40 258 41 40 419 20 24 160 3 51 91 25 1,172 73 34 17 7:15 AM 28 298 43 43 428 13 23 214 6 50 115 32 1,293 53 46 18 7:30 AM 41 336 67 56 439 24 36 237 10 61 156 33 1,496 64 87 25 7:45 AM 49 299 74 56 391 22 43 236 2 52 156 38 1,418 98 1 0 5 32 8:00 AM 48 288 55 55 390 28 43 234 9 48 138 45 1,381 94 95 27 8:15 AM 38 238 52 42 426 20 52 210 11 48 118 38 1,293 10 6 13 6 35 8:30 AM 52 282 41 56 383 36 55 182 8 40 113 35 1,283 13 8 14 5 40 8:45 AM 44 234 24 35 340 34 37 145 8 48 103 48 1,100 92 64 21 VOLUMES 340 2,233 397 383 3,216 197 313 1,618 57 398 990 294 10,436 68 38 67 42 21 5 APPROACH % 11% 75% 13% 10% 85% 5% 16% 81% 3% 24% 59% 17% APP/DEPART 2,970 / 2,811 3,796 / 3,697 1,988 / 2,402 1,682 / 1,526 0

BEGIN PEAK HR
VOLUMES 176 1,161 248 209 1,646 94 174 917 32 209 568 154 5,588 APPROACH % 11% 73% 16% 11% 84% 5% 15% 82% 3% 22% 61% 17% PEAK HR FACTOR 0.892 0.939 0.982 0.931 0.934
APP/DEPART 1,585 / 1,471 1,949 / 1,898 1,123 / 1,375 931 / 844 0 4:00 PM 59 331 66 47 345 48 60 170 4 63 171 50 1,414 93 1 3 8 33 4:15 PM 60 331 46 44 321 37 45 136 8 54 180 48 1,310 62 96 23 4:30 PM 63 336 70 58 299 46 45 127 11 62 181 46 1,344 62 7 1 2 27 4:45 PM 50 363 72 48 320 41 47 153 14 59 204 49 1,420 87 95 29 5:00 PM 69 341 65 48 370 40 49 142 3 57 194 52 1,430 10 4 10 4 28 5:15 PM 69 320 84 55 369 39 49 177 10 59 216 42 1,489 97 1 3 7 36 5:30 PM 85 336 100 53 356 43 40 188 4 52 175 36 1,468 12 6 12 3 33 5:45 PM 70 337 77 57 340 31 39 170 7 50 173 38 1,389 10 1 11 4 26 VOLUMES 525 2,695 580 410 2,720 325 374 1,263 61 456 1,494 361 11,264 70 32 84 49 235 APPROACH % 14% 71% 15% 12% 79% 9% 22% 74% 4% 20% 65% 16% APP/DEPART 3,800 / 3,378 3,455 / 3,258 1,698 / 2,270 2,311 / 2,358 0

BEGIN PEAK HR
VOLUMES 273 1,360 321 204 1,415 163 185 660 31 227 789 179 5,807 APPROACH % 14% 70% 16% 11% 79% 9% 21% 75% 4% 19% 66% 15% PEAK HR FACTOR 0.938 0.962 0.928 0.942 0.975
APP/DEPART 1,954 / 1,704 1,782 / 1,693 876 / 1,180 1,195 / 1,230 0 Harbor

NORTH SIDE
Westminster WEST SIDE EAST SIDE Westminster

SOUTH SIDE
Harbor

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 0 0 0 0 000 0 0 00 00 0
7:15 AM 0 0 0 0 0 000 0 0 00 00 0
7:30 AM 0 0 0 0 0 000 0 0 00 00 0
7:45 AM 0 0 0 0 0 000 0 0 00 00 0
8:00 AM 0 0 0 0 0 000 0 0 00 00 0
8:15 AM 0 0 0 0 0 000 0 0 00 00 0
8:30 AM 0 0 0 0 0 000 0 0 00 00 0
8:45 AM 0 0 0 0 0 000 0 0 00 00 0
TOTAL 00 0 00 000 0 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 000 0 0 00 00 0
4:15 PM 0 0 0 0 0 000 0 0 00 00 0
4:30 PM 0 0 0 0 0 000 0 0 00 00 0
4:45 PM 0 0 0 0 0 000 0 0 00 00 0
5:00 PM 0 0 0 0 0 000 0 0 00 00 0
5:15 PM 0 0 0 0 0 000 0 0 00 00 0
5:30 PM 0 0 0 0 0 000 0 0 00 00 0
5:45 PM 0 0 0 0 0 000 0 0 00 00 0
TOTAL 00 0 00 000 0 0 0 0 0 0 0
000 0 0

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Harbor
Westminste r
PM BEGIN PEAK HR 4:45 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Harbor Harbor Westminster Westminster

AMPM AM
7:30 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS
7:30 AM
Add U-Turns to Left Turns
K-1079
Attachment 8

T319
DATE: LOCATION: PROJECT #: CMP2019
AVERAGE FOR THREE DAYS NORTH & SOUTH: LOCATION #: 190
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 3 1 1 3 1 2 3 0 2 3 0 0 0 0 0 X X X X
6:00 AM 11 108 14 18 225 11 21 67 22 11 54 21 583 2 2 0 0 4 0 0 0 0 6:15 AM 10 125 22 25 289 11 19 108 34 23 78 30 775 2 1 0 0 3 0 0 0 0 6:30 AM 13 143 22 37 451 15 20 137 33 22 93 30 1,015 3 2 1 0 6 0 0 0 0 6:45 AM 23 148 20 53 452 15 23 186 36 33 92 30 1,109 4 2 3 0 8 0 0 0 0 7:00 AM 19 156 32 53 487 20 23 207 42 36 93 35 1,203 4 0 3 0 7 0 0 0 0 7:15 AM 22 227 45 53 493 25 26 230 40 56 115 38 1,371 5 1 2 0 8 0 0 0 0 7:30 AM 19 237 61 53 510 26 30 229 47 78 149 36 1,478 6 1 4 0 10 0 0 0 0 7:45 AM 27 228 52 51 445 38 32 224 44 60 188 37 1,428 5 1 4 0 10 0 0 0 0 8:00 AM 24 232 42 60 446 32 37 239 47 47 162 31 1,400 6 3 2 0 12 0 0 0 0 8:15 AM 28 200 38 58 428 20 37 264 56 48 118 32 1,327 8 3 2 0 14 0 0 0 0 8:30 AM 24 184 35 53 439 24 33 253 38 37 115 36 1,270 9 3 7 0 19 0 0 0 0 8:45 AM 32 177 34 41 408 22 35 213 40 36 128 32 1,197 8 4 3 0 16 0 0 0 0 VOLUMES 254 2,165 416 554 5,073 259 338 2,355 480 486 1,385 388 14,272 62 23 32 0 117 0 0 0 0 APPROACH % 9% 75% 14% 9% 86% 4% 11% 73% 15% 22% 61% 17% APP/DEPART 2,898 / 2,914 5,910 / 6,102 3,205 / 3,326 2,259 / 1,930

BEGIN PEAK HR
VOLUMES 115 925 200 224 1,895 122 138 922 179 242 614 143 5,717 0 0 0 0 APPROACH % 9% 75% 16% 10% 85% 5% 11% 74% 14% 24% 61% 14% PEAK HR FACTOR 0.958 0.948 0.950 0.875 0.960
APP/DEPART 1,239 / 1,200 2,240 / 2,337 1,238 / 1,339 999 / 840 03:00 PM 62 351 56 54 252 31 38 154 31 50 170 36 1,285 7 5 5 0 17 0 0 0 0 3:15 PM 56 342 61 62 261 33 36 170 29 49 178 35 1,311 4 10 5 0 19 0 0 0 0 3:30 PM 53 340 54 64 252 34 45 171 33 51 203 41 1,342 7 7 4 0 18 0 0 0 0 3:45 PM 62 342 39 66 289 39 31 186 30 48 217 45 1,394 3 6 4 0 13 0 0 0 0 4:00 PM 59 343 48 67 271 34 36 169 35 49 232 49 1,393 5 7 7 0 19 0 0 0 0 4:15 PM 62 364 45 60 273 36 30 180 28 53 230 38 1,398 6 7 5 0 18 0 0 0 0 4:30 PM 62 363 33 60 256 34 34 196 38 46 235 41 1,399 8 6 6 0 21 0 0 0 0 4:45 PM 61 372 39 64 292 34 39 176 28 65 231 36 1,438 6 6 5 0 17 0 0 0 0 5:00 PM 63 366 35 64 309 37 42 183 29 61 263 42 1,494 8 5 8 0 21 0 0 0 0 5:15 PM 63 371 42 67 298 44 35 189 31 57 276 39 1,512 7 4 10 0 20 0 0 0 0 5:30 PM 64 363 40 63 303 43 34 192 44 56 280 43 1,524 6 6 11 0 23 0 0 0 0 5:45 PM 66 364 46 59 295 39 41 194 39 53 243 49 1,489 7 7 5 0 19 0 0 0 0 6:00 PM 71 350 43 57 265 35 41 190 35 51 244 41 1,423 9 5 7 0 20 0 0 0 0 6:15 PM 66 364 40 59 275 34 45 173 39 45 231 47 1,418 5 6 7 0 18 0 0 0 0 6:30 PM 64 350 49 69 247 48 36 164 36 45 208 37 1,354 9 3 5 0 17 0 0 0 0 6:45 PM 58 317 45 62 257 36 39 134 35 47 172 40 1,244 8 5 6 0 19 0 0 0 0 VOLUMES 991 5,664 717 998 4,394 590 602 2,822 541 827 3,613 659 22,717 106 94 99 1 299 0 0 0 0 APPROACH % 13% 76% 10% 16% 72% 10% 15% 69% 13% 16% 71% 13% APP/DEPART 7,478 / 7,019 6,075 / 5,868 4,063 / 4,537 5,100 / 5,293

BEGIN PEAK HR
VOLUMES 284 1,465 162 275 1,205 162 186 758 143 227 1,062 173 6,102 0 0 0 0 APPROACH % 15% 77% 8% 17% 73% 10% 17% 70% 13% 16% 73% 12% PEAK HR FACTOR 0.988 0.990 0.969 0.964 0.986
APP/DEPART 1,911 / 1,811 1,642 / 1,603 1,087 / 1,174 1,462 / 1,514 Harbor

NORTH SIDE
1st WEST SIDE EAST SIDE 1st

SOUTH SIDE
Harbor

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 6:00 AM 4 19 4 12 38 3 17 4 10 34 1 1 0 2 5 6:15 AM 1 14 3 10 28 1 12 2 10 25 0 2 1 0 3 6:30 AM 2 17 2 12 33 2 15 2 11 30 0 2 0 1 3 6:45 AM 3 19 4 16 42 2 17 3 14 36 1 2 1 3 6 7:00 AM 5 19 7 11 42 4 17 6 9 36 1 2 0 2 5 7:15 AM 7 25 11 30 74 7 24 11 28 71 0 1 0 2 3 7:30 AM 6 28 9 29 72 6 26 8 26 66 1 2 1 3 7 7:45 AM 5 21 6 18 51 3 19 6 17 45 2 2 1 1 6 8:00 AM 5 18 4 17 45 5 16 4 15 39 0 3 0 2 6 8:15 AM 7 16 7 17 47 5 14 6 15 40 2 2 1 1 6 8:30 AM 8 16 4 13 41 5 14 4 12 34 3 2 1 1 7 8:45 AM 8 22 9 17 55 6 19 8 15 47 2 3 1 1 8 TOTAL 63 234 71 201 568 48 210 64 181 503 15 24 7 20 65 AM BEGIN PEAK HR 21 85 29 85 220 3 8 2 9 22
3:00 PM 9 26 3 23 62 7 23 3 22 55 2 3 0 2 7 3:15 PM 16 35 13 25 90 15 34 12 25 86 1 1 1 0 4 3:30 PM 15 23 8 28 73 13 22 7 25 67 1 2 0 3 6 3:45 PM 14 29 9 28 80 12 27 8 27 74 3 1 1 1 6 4:00 PM 13 27 10 28 78 11 24 8 24 67 2 3 2 4 11 4:15 PM 13 33 5 25 77 12 32 4 24 72 1 2 1 1 5 4:30 PM 18 20 10 24 72 16 18 10 22 66 2 1 1 2 6 4:45 PM 13 27 7 22 69 12 25 6 19 62 2 2 1 3 7 5:00 PM 7 26 3 26 62 4 24 3 23 55 2 1 1 3 7 5:15 PM 11 33 7 27 78 10 29 5 25 69 1 4 2 2 9 5:30 PM 12 18 7 19 56 10 16 5 17 49 2 2 2 1 7 5:45 PM 13 29 9 29 81 11 26 9 25 70 3 3 1 4 11 6:00 PM 16 19 10 25 70 14 17 9 24 64 1 2 1 1 6 6:15 PM 10 23 7 22 62 8 18 7 19 52 1 5 0 4 10 6:30 PM 10 18 3 18 49 8 16 2 13 40 1 2 1 5 9 6:45 PM 7 21 4 19 52 6 18 4 18 46 1 3 0 2 6 TOTAL 197 408 116 390 1,110 170 370 102 352 994 27 38 13 38 116 35 95 22 91 243 8 11 5 10 34
Right-turn Overlap

INTERSECTION TURNING MOVEMENT COUNTS AVERAGE SHEET
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Harbor
1st

U-TURNS
Harbor Harbor 1st 1st
AM

PEDESTRIAN CROSSINGS
PM AM
7:15 AM
PM
5:00 PM

ALL PED AND BIKE
7:15 AM
PM BEGIN PEAK HR 5:00 PM

BICYCLE CROSSINGS
Add U-Turns to Left Turns
K-1080
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Wed, Feb 10, 16 NORTH & SOUTH: LOCATION #: 32
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 231 2 3012012 0 0 0 0 0
7:00 AM 21 170 13 33 480 10 31 54 24 35 57 17 945 56 00 11 7:15 AM 20 214 17 34 533 10 24 67 18 45 74 21 1,077 39 00 12 7:30 AM 19 238 18 26 536 15 36 95 27 51 102 27 1,190 34 00 7 7:45 AM 25 260 34 45 488 12 39 94 30 48 117 30 1,222 33 00 6 8:00 AM 32 250 25 55 425 22 47 102 36 44 110 33 1,181 51 0 00 15 8:15 AM 23 269 20 48 395 12 38 127 31 39 84 28 1,114 79 00 16 8:30 AM 21 245 30 71 407 26 36 95 27 47 85 18 1,108 81 3 00 21 8:45 AM 15 198 28 47 456 15 21 96 30 47 76 23 1,052 71 1 00 18 VOLUMES 176 1,844 185 359 3,720 122 272 730 223 356 705 197 8,889 41 65 0 0 106 APPROACH % 8% 84% 8% 9% 89% 3% 22% 60% 18% 28% 56% 16%
APP/DEPART 2,205 / 2,378 4,201 / 4,340 1,225 / 1,209 1,258 / 962 0

BEGIN PEAK HR
VOLUMES 99 1,017 97 174 1,844 61 160 418 124 182 413 118 4,707 APPROACH % 8% 84% 8% 8% 89% 3% 23% 60% 18% 26% 58% 17%
PEAK HR FACTOR 0.951 0.901 0.895 0.914 0.963
APP/DEPART 1,213 / 1,321 2,079 / 2,168 702 / 663 713 / 555 0 4:00 PM 51 346 34 67 266 22 34 135 19 44 109 47 1,174 51 2 00 17 4:15 PM 35 416 33 67 277 30 50 130 18 53 125 29 1,263 51 3 01 19 4:30 PM 35 421 36 62 284 24 43 122 22 50 99 26 1,224 51 1 01 17 4:45 PM 38 405 36 74 317 29 46 115 14 44 117 31 1,266 31 4 00 17 5:00 PM 35 425 27 74 286 27 50 117 11 49 121 40 1,262 61 8 00 24 5:15 PM 38 429 29 71 305 15 56 129 15 52 125 38 1,302 51 3 00 18 5:30 PM 47 411 34 66 300 32 52 127 20 48 134 35 1,306 51 0 01 16 5:45 PM 40 384 30 75 332 36 47 126 16 53 106 27 1,272 41 0 00 14 VOLUMES 319 3,237 259 556 2,367 215 378 1,001 135 393 936 273 10,069 38 101 0 3 14 2 APPROACH % 8% 85% 7% 18% 75% 7% 25% 66% 9% 25% 58% 17%
APP/DEPART 3,815 / 3,989 3,138 / 2,930 1,514 / 1,718 1,602 / 1,432 0

BEGIN PEAK HR
VOLUMES 160 1,649 120 286 1,223 110 205 499 62 202 486 140 5,142 APPROACH % 8% 85% 6% 18% 76% 7% 27% 65% 8% 24% 59% 17%
PEAK HR FACTOR 0.972 0.914 0.958 0.954 0.984
APP/DEPART 1,929 / 2,045 1,619 / 1,506 766 / 855 828 / 736 0 Harbor

NORTH SIDE
McFadden WEST SIDE EAST SIDE McFadden

SOUTH SIDE
Harbor

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 3 18 5 4 30 31 45 3 25 04 01 5
7:15 AM 8 22 14 6 50 61 9 1 22 39 23 24 11
7:30 AM 11 8 14 9 42 1 081 27 37 10 22 5
7:45 AM 16 16 13 8 53 15 12 13 6 46 14 02 7
8:00 AM 14 27 22 13 76 12 24 21 11 68 23 12 8
8:15 AM 12 17 11 12 52 11 17 11 9 48 10 03 4
8:30 AM 9 14 9 6 38 81 29 3 32 12 03 6
8:45 AM 20 14 14 10 58 16 13 10 9 48 41 41 10
TOTAL 93 136 102 68 399 81 119 93 50 343 12 17 9 18 56
4:00 PM 4 27 15 11 57 32 5 1 36 47 12 25 10
4:15 PM 17 24 33 19 93 14 22 30 13 79 32 36 14
4:30 PM 22 27 19 23 91 14 20 15 16 65 87 47 26
4:45 PM 22 28 31 19 100 18 26 27 14 85 42 45 15
5:00 PM 14 31 21 7 73 82 7 1 63 54 64 54 19
5:15 PM 18 32 22 21 93 17 30 18 20 85 12 41 8
5:30 PM 19 17 21 16 73 14 14 15 13 56 53 63 17
5:45 PM 9 47 18 13 87 74 291 3 71 25 90 16
TOTAL 125 233 180 129 667 95 206 143 98 542 30 27 37 31 125

BICYCLE CROSSINGS

AMPM AM
7:30 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS

U-TURNS
Harbor Harbor McFadden McFadden

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Harbor
McFadden
Add U-Turns to Left Turns
K-1081
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC2183
Tue, May 14, 19 NORTH & SOUTH: LOCATION #: 5
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TTL LANES: 231 2 312 2 . 5 0 . 5 2 3 1 0 0 0 0
7:00 AM 20 139 20 58 478 5 16 144 56 27 90 24 1,077 44 00 8 7:15 AM 24 159 40 44 513 12 23 165 79 33 118 49 1,259 52 21 10 7:30 AM 28 202 37 55 538 15 25 147 82 63 120 55 1,367 55 00 10 7:45 AM 20 226 43 43 552 18 27 138 65 74 125 53 1,384 24 12 9 8:00 AM 29 177 24 39 481 15 30 187 93 48 123 44 1,290 32 31 9 8:15 AM 20 149 21 43 530 11 33 150 56 39 101 32 1,185 63 00 9 8:30 AM 13 164 22 43 489 10 37 129 66 27 105 25 1,130 04 10 5 8:45 AM 17 148 25 50 477 6 25 117 47 50 98 28 1,088 26 10 9 VOLUMES 171 1,364 232 375 4,058 92 216 1,177 544 361 880 310 9,780 27 30 8 4 69 APPROACH % 10% 77% 13% 8% 90% 2% 11% 61% 28% 23% 57% 20% APP/DEPART 1,767 / 1,912 4,525 / 4,986 1,937 / 1,758 1,551 / 1,124 0

BEGIN PEAK HR
VOLUMES 101 764 144 181 2,084 60 105 637 319 218 486 201 5,300 APPROACH % 10% 76% 14% 8% 90% 3% 10% 60% 30% 24% 54% 22% PEAK HR FACTOR 0.873 0.948 0.856 0.898 0.957
APP/DEPART 1,009 / 1,077 2,325 / 2,632 1,061 / 953 905 / 638 0 4:00 PM 58 404 47 60 205 21 41 134 26 47 164 62 1,269 15 21 9 4:15 PM 52 416 37 74 229 15 31 127 20 40 203 81 1,325 09 11 11 4:30 PM 68 450 43 73 210 20 36 137 26 30 179 72 1,344 11 3 6 1 21 4:45 PM 65 451 48 63 208 17 35 137 23 25 205 65 1,342 44 31 12 5:00 PM 66 434 53 66 197 20 32 128 28 31 190 66 1,311 21 1 7 0 20 5:15 PM 83 443 48 77 197 18 33 155 18 44 222 62 1,400 47 30 14 5:30 PM 65 427 62 74 211 19 32 138 30 38 187 75 1,358 11 4 3 0 18 5:45 PM 63 410 47 82 198 11 22 154 29 48 190 86 1,340 15 30 9 VOLUMES 520 3,435 385 569 1,655 141 262 1,110 200 303 1,540 569 10,689 14 68 28 4 114 APPROACH % 12% 79% 9% 24% 70% 6% 17% 71% 13% 13% 64% 24% APP/DEPART 4,340 / 4,306 2,365 / 2,168 1,572 / 2,000 2,412 / 2,215 0

BEGIN PEAK HR
VOLUMES 279 1,755 211 280 813 74 132 558 99 138 804 268 5,411 APPROACH % 12% 78% 9% 24% 70% 6% 17% 71% 13% 11% 66% 22% PEAK HR FACTOR 0.978 0.960 0.958 0.922 0.966
APP/DEPART 2,245 / 2,175 1,167 / 1,060 789 / 1,014 1,210 / 1,162 0 Harbor

NORTH SIDE
Edinger WEST SIDE EAST SIDE Edinger

SOUTH SIDE
Harbor

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 0 0 0 0 000 0 0 00 00 0
7:15 AM 0 0 0 0 0 000 0 0 00 00 0
7:30 AM 0 0 0 0 0 000 0 0 00 00 0
7:45 AM 0 0 0 0 0 000 0 0 00 00 0
8:00 AM 0 0 0 0 0 000 0 0 00 00 0
8:15 AM 0 0 0 0 0 000 0 0 00 00 0
8:30 AM 0 0 0 0 0 000 0 0 00 00 0
8:45 AM 0 0 0 0 0 000 0 0 00 00 0
TOTAL 00 0 00 000 0 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 000 0 0 00 00 0
4:15 PM 0 0 0 0 0 000 0 0 00 00 0
4:30 PM 0 0 0 0 0 000 0 0 00 00 0
4:45 PM 0 0 0 0 0 000 0 0 00 00 0
5:00 PM 0 0 0 0 0 000 0 0 00 00 0
5:15 PM 0 0 0 0 0 000 0 0 00 00 0
5:30 PM 0 0 0 0 0 000 0 0 00 00 0
5:45 PM 0 0 0 0 0 000 0 0 00 00 0
TOTAL 00 0 00 000 0 0 0 0 0 0 0
000 0 0

AMPM AM
7:15 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
PM BEGIN PEAK HR 4:45 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Harbor Harbor Edinger Edinger

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Harbor
Edinger
Add U-Turns to Left Turns
K-1082
Attachment 8

T319
DATE: LOCATION: PROJECT #: CMP2019
Tue, Feb 26, 19 NORTH & SOUTH: LOCATION #: 191
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 2 3 0 2 3 1 2 3 1 2 3 1 0 0 0 0 X X X X
6:00 AM 10 71 22 50 246 3 2 129 28 26 87 9 683 5 1 0 2 8 0 0 0 0 6:15 AM 15 56 15 47 302 12 9 136 36 40 99 17 784 3 1 0 5 9 0 0 0 0 6:30 AM 19 70 11 95 470 27 7 166 35 35 113 10 1,058 6 0 0 2 8 0 0 0 0 6:45 AM 19 98 24 99 473 22 12 233 58 41 138 14 1,231 4 0 0 2 6 0 0 0 0 7:00 AM 24 132 33 111 491 13 15 272 73 32 121 14 1,331 9 1 0 6 16 0 0 0 0 7:15 AM 25 154 40 117 523 16 24 358 89 31 194 22 1,593 3 1 1 1 6 0 0 0 0 7:30 AM 40 196 40 104 527 32 26 318 106 33 216 30 1,668 3 0 0 3 6 0 0 0 0 7:45 AM 17 163 38 114 509 36 23 350 78 44 210 37 1,619 5 2 1 3 11 0 0 0 0 8:00 AM 31 181 58 117 479 37 23 345 87 41 164 43 1,606 3 0 1 5 9 0 0 0 0 8:15 AM 28 174 54 107 515 29 25 316 69 38 182 23 1,560 2 0 2 3 7 0 0 0 0 8:30 AM 28 141 42 106 476 29 23 280 95 34 162 27 1,443 1 0 2 3 6 0 0 0 0 8:45 AM 27 140 42 83 512 29 17 224 85 24 188 22 1,393 5 0 0 2 7 0 0 0 0 VOLUMES 283 1,576 419 1,150 5,523 285 206 3,127 839 419 1,874 268 15,969 49 6 7 37 99 0 0 0 0 APPROACH % 12% 69% 18% 17% 79% 4% 5% 75% 20% 16% 73% 10% APP/DEPART 2,278 / 2,049 6,958 / 6,793 4,172 / 4,727 2,561 / 2,400 0

BEGIN PEAK HR
VOLUMES 113 694 176 452 2,038 121 96 1,371 360 149 784 132 6,486 0 0 0 0 APPROACH % 11% 71% 18% 17% 78% 5% 5% 75% 20% 14% 74% 12% PEAK HR FACTOR 0.890 0.985 0.970 0.915 0.972
APP/DEPART 983 / 922 2,611 / 2,549 1,827 / 2,008 1,065 / 1,007 0 03:00 PM 77 408 43 57 185 22 37 238 49 54 250 91 1,511 6 1 2 2 11 0 0 0 0 3:15 PM 67 424 26 53 198 27 51 227 41 44 267 87 1,512 0 0 2 1 3 0 0 0 0 3:30 PM 82 446 34 39 186 30 21 182 53 50 299 106 1,528 3 0 2 6 11 0 0 0 0 3:45 PM 82 422 30 36 207 24 23 221 53 35 350 120 1,603 0 0 2 1 3 0 0 0 0 4:00 PM 101 467 46 28 163 22 12 224 46 45 337 94 1,585 3 0 0 5 8 0 0 0 0 4:15 PM 84 439 40 37 149 19 32 213 49 22 320 94 1,498 3 1 2 0 6 0 0 0 0 4:30 PM 107 446 53 28 179 21 26 197 40 28 326 106 1,557 2 0 4 0 6 0 0 0 0 4:45 PM 90 478 24 47 214 17 43 190 38 29 321 109 1,600 2 0 3 0 5 0 0 0 0 5:00 PM 100 454 28 32 196 28 52 254 50 43 320 122 1,679 5 0 2 2 9 0 0 0 0 5:15 PM 106 472 31 34 193 27 39 237 47 35 342 99 1,662 8 1 5 0 14 0 0 0 0 5:30 PM 104 498 24 30 208 22 19 154 63 26 357 109 1,614 0 0 0 1 1 0 0 0 0 5:45 PM 117 456 29 32 199 22 28 149 43 34 323 90 1,522 1 0 4 1 6 0 0 0 0 6:00 PM 112 438 27 26 175 20 31 197 50 34 308 73 1,491 1 0 2 2 5 0 0 0 0 6:15 PM 123 381 26 36 166 26 28 163 35 23 313 91 1,411 5 1 0 2 8 0 0 0 0 6:30 PM 110 412 26 33 155 31 18 196 29 29 317 53 1,409 2 1 3 1 7 0 0 0 0 6:45 PM 92 349 32 32 153 19 19 165 30 28 229 54 1,202 1 0 0 1 2 0 0 0 0 VOLUMES 1,554 6,990 519 580 2,926 377 479 3,207 716 559 4,979 1,498 24,384 42 5 33 25 105 0 0 0 0 APPROACH % 17% 77% 6% 15% 75% 10% 11% 73% 16% 8% 71% 21% APP/DEPART 9,063 / 8,939 3,883 / 4,218 4,402 / 4,326 7,036 / 6,901 0

BEGIN PEAK HR
VOLUMES 766 3,676 276 271 1,509 180 238 1,690 386 257 2,673 853 12,775 0 0 0 0 APPROACH % 16% 78% 6% 14% 77% 9% 10% 73% 17% 7% 71% 23% PEAK HR FACTOR 1.884 1.763 1.625 1.922 1.902
APP/DEPART 4,718 / 4,758 1,960 / 2,164 2,314 / 2,239 3,783 / 3,614 0 Harbor

NORTH SIDE
Warner WEST SIDE EAST SIDE Warner

SOUTH SIDE
Harbor

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 6:00 AM 1 0 1 1 3 1 0 1 0 2 0 0 0 1 1 6:15 AM 1 1 2 3 7 1 1 1 0 3 0 0 1 3 4 6:30 AM 0 8 1 0 9 0 7 1 0 8 0 1 0 0 1 6:45 AM 0 6 0 2 8 0 5 0 2 7 0 1 0 0 1 7:00 AM 0 2 1 4 7 0 2 1 4 7 0 0 0 0 0 7:15 AM 6 6 4 1 17 6 6 3 1 16 0 0 1 0 1 7:30 AM 3 7 2 2 14 2 5 1 2 10 1 2 1 0 4 7:45 AM 1 0 0 1 2 0 0 0 1 1 1 0 0 0 1 8:00 AM 4 13 4 6 27 3 13 3 6 25 1 0 1 0 2 8:15 AM 1 0 4 0 5 1 0 4 0 5 0 0 0 0 0 8:30 AM 1 2 0 3 6 1 2 0 3 6 0 0 0 0 0 8:45 AM 1 0 4 5 10 1 0 3 4 8 0 0 1 1 2 TOTAL 19 45 23 28 115 16 41 18 23 98 3 4 5 5 17 AM BEGIN PEAK HR 11 24 7 10 52 3 2 3 0 8
3:00 PM 0 5 5 0 10 0 5 4 0 9 0 0 1 0 1 3:15 PM 7 2 2 3 14 7 2 2 3 14 0 0 0 0 0 3:30 PM 4 4 6 2 16 3 3 6 2 14 1 1 0 0 2 3:45 PM 1 3 3 3 10 1 1 1 3 6 0 2 2 0 4 4:00 PM 4 8 5 0 17 4 7 5 0 16 0 1 0 0 1 4:15 PM 2 2 0 4 8 2 1 0 3 6 0 1 0 1 2 4:30 PM 1 9 9 2 21 0 9 8 1 18 1 0 1 1 3 4:45 PM 2 2 5 2 11 2 2 4 2 10 0 0 1 0 1 5:00 PM 2 6 8 1 17 0 6 6 1 13 2 0 2 0 4 5:15 PM 0 3 8 1 12 0 2 8 1 11 0 1 0 0 1 5:30 PM 4 2 7 0 13 4 2 7 0 13 0 0 0 0 0 5:45 PM 0 1 2 1 4 0 1 0 1 2 0 0 2 0 2 6:00 PM 2 3 6 3 14 1 3 4 2 10 1 0 2 1 4 6:15 PM 1 1 0 1 3 1 0 0 1 2 0 1 0 0 1 6:30 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 6:45 PM 2 1 0 1 4 2 0 0 0 2 0 1 0 1 2 TOTAL 33 52 66 24 175 28 44 55 20 147 5 8 11 4 28 6 12 25 4 47 2 1 3 0 6PM BEGIN PEAK HR 4:45 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS BICYCLE CROSSINGS AM
7:15 AM
PM AM
7:15 AM
PM
4:45 PM
U-TURNS Right-turn Overlap
Harbor Harbor Warner Warner

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Harbor
Warner
Add U-Turns to Left Turns
K-1083
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Tue, Feb 9, 16 NORTH & SOUTH: LOCATION #: 45
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 230 1 3012012 1 0 0 0 0
7:00 AM 19 119 13 39 581 13 10 143 46 19 53 13 1,068 00 00 0 7:15 AM 21 169 20 29 555 13 21 198 76 15 48 16 1,181 10 00 1 7:30 AM 18 180 12 45 588 24 17 193 77 23 65 20 1,262 00 00 0 7:45 AM 31 176 11 39 556 20 18 189 66 37 101 25 1,269 40 00 4 8:00 AM 35 233 15 38 503 18 30 167 65 32 107 16 1,259 31 10 5 8:15 AM 22 171 10 42 562 20 19 159 77 20 74 17 1,193 22 00 4 8:30 AM 20 218 15 24 509 16 19 129 76 14 56 10 1,106 10 10 2 8:45 AM 19 202 9 28 501 19 24 132 58 16 64 15 1,087 00 00 0 VOLUMES 185 1,468 105 284 4,355 143 158 1,310 541 176 568 132 9,425 11 3 2 0 16 APPROACH % 11% 84% 6% 6% 91% 3% 8% 65% 27% 20% 65% 15%
APP/DEPART 1,758 / 1,759 4,782 / 5,083 2,009 / 1,696 876 / 887 0

BEGIN PEAK HR
VOLUMES 106 760 48 164 2,209 82 84 708 285 112 347 78 4,983 APPROACH % 12% 83% 5% 7% 90% 3% 8% 66% 26% 21% 65% 15%
PEAK HR FACTOR 0.807 0.934 0.938 0.824 0.982
APP/DEPART 914 / 924 2,455 / 2,615 1,077 / 917 537 / 527 0 4:00 PM 47 410 21 32 218 18 37 108 46 19 249 74 1,279 14 00 5 4:15 PM 50 455 13 19 198 13 27 101 45 22 263 65 1,271 20 00 2 4:30 PM 58 456 12 28 230 18 39 112 43 33 237 84 1,350 15 00 6 4:45 PM 66 429 10 23 243 18 25 121 50 31 248 87 1,351 21 10 4 5:00 PM 67 455 16 21 254 25 40 151 48 25 251 76 1,429 11 40 6 5:15 PM 80 454 16 23 262 26 21 144 43 21 271 114 1,475 03 10 4 5:30 PM 74 469 15 20 227 18 20 114 32 18 262 97 1,366 12 00 3 5:45 PM 52 479 13 15 223 18 18 122 31 16 261 92 1,340 10 00 1 VOLUMES 494 3,607 116 181 1,855 154 227 973 338 185 2,042 689 10,861 9 16 6 0 31 APPROACH % 12% 86% 3% 8% 85% 7% 15% 63% 22% 6% 70% 24%
APP/DEPART 4,217 / 4,533 2,190 / 2,387 1,538 / 1,254 2,916 / 2,687 0

BEGIN PEAK HR
VOLUMES 287 1,807 57 87 986 87 106 530 173 95 1,032 374 5,621 APPROACH % 13% 84% 3% 8% 85% 8% 13% 66% 21% 6% 69% 25%
PEAK HR FACTOR 0.964 0.932 0.846 0.924 0.953
APP/DEPART 2,151 / 2,288 1,160 / 1,258 809 / 667 1,501 / 1,408 0 Harbor

NORTH SIDE
Segerstrom WEST SIDE EAST SIDE Segerstrom

SOUTH SIDE
Harbor

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 1 1 3 5 10 1014 6 01 21 4
7:15 AM 0 0 0 0 0 0000 0 00 00 0
7:30 AM 4 3 2 2 11 1221 6 31 01 5
7:45 AM 3 1 0 6 10 2004 6 11 02 4
8:00 AM 0 1 0 2 3 0101 2 00 01 1
8:15 AM 0 3 0 6 9 0105 6 02 01 3
8:30 AM 3 4 0 2 9 0201 3 32 01 6
8:45 AM 2 0 1 2 5 1002 3 10 10 2
TOTAL 13 13 6 25 57 5 6 3 18 32 8 7 3 7 25
4:00 PM 0 0 3 0 3 0000 0 00 30 3
4:15 PM 0 0 3 1 4 0020 2 00 11 2
4:30 PM 2 6 0 4 12 0104 5 25 00 7
4:45 PM 2 0 1 0 3 2000 2 00 10 1
5:00 PM 2 3 1 2 8 2301 6 00 11 2
5:15 PM 2 0 0 0 2 1000 1 10 00 1
5:30 PM 2 3 1 1 7 1011 3 13 00 4
5:45 PM 0 0 0 1 1 0000 0 00 01 1
TOTAL 1 0 1 2 9 9 4 0 64361 9 4 8 6 3 2 1

BICYCLE CROSSINGS

AMPM AM
7:30 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS

U-TURNS
Harbor Harbor Segerstrom Segerstrom

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Harbor
Segerstrom
Add U-Turns to Left Turns
K-1084
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Tue, Mar 1, 16 NORTH & SOUTH: LOCATION #: 9
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 2 0 . 5 0 . 51 1113113 1 0 0 0 0
7:00 AM 10 0 8 2 1 1 1 258 105 12 78 3 479 00 00 0
7:15 AM 10 0 2 2 0 13 2 434 157 10 88 5 723 00 01 1
7:30 AM 20 0 6 1 0 2 0 505 178 12 92 6 822 00 00 0
7:45 AM 10 0 8 1 1 2 3 491 226 22 138 2 904 00 00 0
8:00 AM 26 2 2 3 0 1 1 446 183 17 152 6 839 00 10 1
8:15 AM 13 1 5 5 0 0 3 412 154 13 106 4 716 00 00 0
8:30 AM 9 2 6 1 0 3 5 415 134 20 107 6 708 00 00 0
8:45 AM 21 4 13 4 1 0 6 319 111 13 127 4 623 00 00 0
VOLUMES 119 9 50 19 3 22 21 3,280 1,248 119 888 36 5,814 0 0 1 1 2 APPROACH % 67% 5% 28% 43% 7% 50% 0% 72% 27% 11% 85% 3%
APP/DEPART 178 / 65 44 / 1,369 4,549 / 3,350 1,043 / 1,030 0

BEGIN PEAK HR
VOLUMES 66 2 18 7 1 18 6 1,876 744 61 470 19 3,288
APPROACH % 77% 2% 21% 27% 4% 69% 0% 71% 28% 11% 85% 3%
PEAK HR FACTOR 0.717 0.433 0.912 0.786 0.909
APP/DEPART 86 / 26 26 / 805 2,626 / 1,902 550 / 555 0
4:00 PM 250 2 18 4 1 6 6 192 29 6 476 2 992 00 30 3
4:15 PM 254 3 10 3 0 8 3 184 34 3 582 3 1,087 00 20 2
4:30 PM 270 0 15 6 3 2 6 227 45 10 532 5 1,121 00 50 5
4:45 PM 282 0 14 3 2 1 9 200 45 6 561 1 1,124 00 41 5
5:00 PM 284 2 24 3 0 2 7 218 32 10 556 1 1,139 00 40 4
5:15 PM 302 2 18 3 1 7 9 233 38 3 556 5 1,177 00 41 5
5:30 PM 286 2 11 2 0 3 9 205 38 5 585 4 1,150 00 10 1
5:45 PM 280 2 6 2 2 4 7 195 44 3 566 5 1,116 00 20 2
VOLUMES 2,208 13 116 26 9 33 56 1,654 305 46 4,414 26 8,906 0 0 25 2 27 APPROACH % 94% 1% 5% 38% 13% 49% 3% 82% 15% 1% 98% 1%
APP/DEPART 2,337 / 70 68 / 358 2,015 / 1,798 4,486 / 6,680 0

BEGIN PEAK HR
VOLUMES 1,154 6 67 11 3 13 34 856 153 24 2,258 11 4,590 APPROACH % 94% 0% 5% 41% 11% 48% 3% 82% 15% 1% 98% 0%
PEAK HR FACTOR 0.953 0.614 0.931 0.965 0.975
APP/DEPART 1,227 / 38 27 / 178 1,043 / 936 2,293 / 3,438 0 Hyland

NORTH SIDE
MacArthur WEST SIDE EAST SIDE MacArthur

SOUTH SIDE
Hyland

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 0 0 0 0 0000 0 00 00 0
7:15 AM 2 2 1 0 5 1200 3 10 10 2
7:30 AM 0 1 0 0 1 0100 1 00 00 0
7:45 AM 3 2 0 0 5 1200 3 20 00 2
8:00 AM 1 0 0 0 1 0000 0 10 00 1
8:15 AM 5 0 0 0 5 5000 5 00 00 0
8:30 AM 1 1 0 0 2 0000 0 11 00 2
8:45 AM 1 0 0 0 1 1000 1 00 00 0
TOTAL 1 3 6 1 0 2 0 85001 3 5 1 1 0 7
4:00 PM 4 2 0 0 6 1200 3 30 00 3
4:15 PM 4 1 2 0 7 2010 3 21 10 4
4:30 PM 3 0 2 0 5 0010 1 30 10 4
4:45 PM 1 5 3 0 9 0320 5 12 10 4
5:00 PM 2 1 3 0 6 0120 3 20 10 3
5:15 PM 3 1 1 0 5 1010 2 21 00 3
5:30 PM 8 0 0 0 8 1000 1 70 00 7
5:45 PM 1 1 0 0 2 1100 2 00 00 0
TOTAL 2 6 1 11 1 0 4 8 67702 0 2 0 4 4 0 2 8

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Hyland
MacArthur

U-TURNS
Hyland Hyland MacArthur MacArthur

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1085
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC
Tue, May 22, 18 NORTH & SOUTH: LOCATION #: 1
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 231 2 3113113 1 0 0 0 0
7:00 AM 21 181 7 74 415 39 33 217 36 14 54 16 1,107 00 03 3 7:15 AM 18 188 9 70 474 26 37 249 65 16 78 28 1,258 02 03 5 7:30 AM 27 197 19 89 468 20 36 322 102 29 93 38 1,440 30 02 5 7:45 AM 33 212 24 79 422 34 23 293 74 39 125 29 1,387 03 0 1 0 13 8:00 AM 41 251 24 59 454 35 32 254 76 33 119 38 1,416 11 0 1 0 12 8:15 AM 24 220 23 82 440 34 32 249 85 29 97 24 1,339 30 06 9 8:30 AM 39 192 21 73 412 40 30 212 68 31 80 26 1,224 30 09 12 8:45 AM 36 203 23 75 438 39 26 177 78 28 76 28 1,227 40 06 10 VOLUMES 239 1,644 150 601 3,523 267 249 1,973 584 219 722 227 10,398 14 6 0 49 69 APPROACH % 12% 81% 7% 14% 80% 6% 9% 70% 21% 19% 62% 19% APP/DEPART 2,033 / 2,126 4,391 / 4,291 2,806 / 2,767 1,168 / 1,214 0

BEGIN PEAK HR
VOLUMES 125 880 90 309 1,784 123 123 1,118 337 130 434 129 5,582 APPROACH % 11% 80% 8% 14% 81% 6% 8% 71% 21% 19% 63% 19% PEAK HR FACTOR 0.866 0.960 0.858 0.898 0.969
APP/DEPART 1,095 / 1,136 2,216 / 2,230 1,578 / 1,541 693 / 675 0 4:00 PM 131 418 18 47 237 38 37 138 45 26 358 73 1,566 44 07 15 4:15 PM 138 393 32 43 250 41 23 110 41 22 362 55 1,510 31 28 14 4:30 PM 144 377 26 48 291 32 38 125 35 32 340 81 1,569 27 19 19 4:45 PM 144 358 23 50 244 47 30 105 47 13 370 53 1,484 01 05 6 5:00 PM 141 355 22 64 284 67 37 126 55 18 369 61 1,599 12 32 8 5:15 PM 147 399 15 46 232 26 32 123 40 22 359 75 1,516 13 26 12 5:30 PM 112 407 13 50 253 29 45 99 43 20 346 86 1,503 23 36 14 5:45 PM 130 411 16 51 220 34 29 98 30 14 356 69 1,458 03 16 10 VOLUMES 1,087 3,118 165 399 2,011 314 271 924 336 167 2,860 553 12,205 13 24 12 4 99 8 APPROACH % 25% 71% 4% 15% 74% 12% 18% 60% 22% 5% 80% 15% APP/DEPART 4,370 / 3,954 2,724 / 2,478 1,531 / 1,513 3,580 / 4,260 0

BEGIN PEAK HR
VOLUMES 576 1,489 86 208 1,051 172 137 479 177 85 1,438 270 6,168 APPROACH % 27% 69% 4% 15% 73% 12% 17% 60% 22% 5% 80% 15% PEAK HR FACTOR 0.959 0.862 0.909 0.983 0.964
APP/DEPART 2,151 / 1,903 1,431 / 1,295 793 / 782 1,793 / 2,188 0 Harbor

NORTH SIDE
MacArthur WEST SIDE EAST SIDE MacArthur

SOUTH SIDE
Harbor

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E SW S T O T A L 7:00 AM 0 0 0 0 0 0000 0 00 00 0
7:15 AM 0 0 0 0 0 0000 0 00 00 0
7:30 AM 0 0 0 0 0 0000 0 00 00 0
7:45 AM 0 0 0 0 0 0000 0 00 00 0
8:00 AM 0 0 0 0 0 0000 0 00 00 0
8:15 AM 0 0 0 0 0 0000 0 00 00 0
8:30 AM 0 0 0 0 0 0000 0 00 00 0
8:45 AM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
AM BEGIN PEAK HR 0000 0
4:00 PM 0 0 0 0 0 0000 0 00 00 0
4:15 PM 0 0 0 0 0 0000 0 00 00 0
4:30 PM 0 0 0 0 0 0000 0 00 00 0
4:45 PM 0 0 0 0 0 0000 0 00 00 0
5:00 PM 0 0 0 0 0 0000 0 00 00 0
5:15 PM 0 0 0 0 0 0000 0 00 00 0
5:30 PM 0 0 0 0 0 0000 0 00 00 0
5:45 PM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
0000 0

AMPM AM
7:30 AM
PM
4:30 PM
PEDESTRIAN + BIKE CROSSINGS
7:30 AM
PM BEGIN PEAK HR 4:30 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Harbor Harbor MacArthur MacArthur

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Costa Mesa
Harbor
MacArthur
Add U-Turns to Left Turns
K-1086
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Tue, Mar 1, 16 NORTH & SOUTH: LOCATION #: 11
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 230 2 31120 1 . 5 1 . 50 0 0 0 0
7:00 AM 33 170 24 36 445 5 5 22 7 17 31 8 803 00 00 0
7:15 AM 48 224 32 58 556 15 0 21 6 16 16 13 1,005 10 00 1 7:30 AM 39 272 53 71 616 8 3 32 17 26 34 24 1,195 00 00 0 7:45 AM 52 334 70 57 530 16 1 33 8 41 58 19 1,219 21 00 3 8:00 AM 69 233 42 50 531 15 4 18 9 41 51 34 1,097 00 00 0 8:15 AM 69 246 40 56 453 14 0 17 14 26 34 14 983 11 00 2 8:30 AM 54 268 40 62 454 18 2 8 11 13 26 15 971 14 00 5 8:45 AM 62 241 27 39 463 13 7 20 8 26 26 15 947 21 00 3 VOLUMES 426 1,988 328 429 4,048 104 22 171 80 206 276 142 8,220 7 7 0 0 14 APPROACH % 16% 73% 12% 9% 88% 2% 8% 63% 29% 33% 44% 23% APP/DEPART 2,742 / 2,159 4,581 / 4,341 273 / 921 624 / 799 0

BEGIN PEAK HR
VOLUMES 208 1,063 197 236 2,233 54 8 104 40 124 159 90 4,516 APPROACH % 14% 72% 13% 9% 89% 2% 5% 68% 26% 33% 43% 24% PEAK HR FACTOR 0.805 0.908 0.731 0.740 0.926
APP/DEPART 1,468 / 1,162 2,523 / 2,400 152 / 536 373 / 418 0 4:00 PM 39 466 41 31 338 13 12 29 39 65 92 33 1,198 33 00 6 4:15 PM 47 493 42 26 300 6 8 21 29 51 110 39 1,172 21 00 3 4:30 PM 37 463 58 18 355 11 20 45 57 65 106 44 1,279 22 00 4 4:45 PM 48 467 53 30 326 12 9 30 32 55 127 58 1,247 12 00 3 5:00 PM 46 358 65 28 330 9 28 56 50 68 132 32 1,202 43 00 7 5:15 PM 40 413 76 31 327 8 7 43 42 56 147 57 1,247 11 00 2 5:30 PM 41 440 70 35 306 8 8 32 30 53 148 53 1,224 23 00 5 5:45 PM 49 485 59 25 266 10 4 31 29 61 151 46 1,216 11 02 4 VOLUMES 347 3,585 464 224 2,548 77 96 287 308 474 1,013 362 9,785 16 16 0 2 34 APPROACH % 8% 82% 11% 8% 89% 3% 14% 42% 45% 26% 55% 20% APP/DEPART 4,396 / 4,059 2,849 / 3,344 691 / 961 1,849 / 1,421 0

BEGIN PEAK HR
VOLUMES 171 1,701 252 107 1,338 40 64 174 181 244 512 191 4,975 APPROACH % 8% 80% 12% 7% 90% 3% 15% 42% 43% 26% 54% 20% PEAK HR FACTOR 0.935 0.967 0.782 0.911 0.972
APP/DEPART 2,124 / 1,964 1,485 / 1,771 419 / 525 947 / 715 0 Harbor

NORTH SIDE
Sunflower WEST SIDE EAST SIDE Sunflower

SOUTH SIDE
Harbor

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 1 0 0 0 1 1000 1 00 00 0
7:15 AM 2 0 0 2 4 2000 2 00 02 2
7:30 AM 1 1 1 1 4 1011 3 01 00 1
7:45 AM 4 2 2 2 10 3022 7 12 00 3
8:00 AM 0 3 0 0 3 0000 0 03 00 3
8:15 AM 2 1 2 3 8 2021 5 01 02 3
8:30 AM 0 0 0 0 0 0000 0 00 00 0
8:45 AM 4 1 4 3 12 2021 5 21 22 7
TOTAL 14 8 9 11 42 11 0 7 5 23 3 8 2 6 19
4:00 PM 2 1 4 1 8 1120 4 10 21 4
4:15 PM 2 0 2 1 5 1011 3 10 10 2
4:30 PM 3 4 2 2 11 0021 3 34 01 8
4:45 PM 5 1 3 1 10 3031 7 21 00 3
5:00 PM 2 1 1 2 6 1001 2 11 11 4
5:15 PM 2 1 3 1 7 1010 2 11 21 5
5:30 PM 3 2 2 0 7 2020 4 12 00 3
5:45 PM 1 1 4 0 6 0040 4 11 00 2
TOTAL 20 11 21 8 60 9 1 15 4 29 11 10 6 4 31

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Harbor
Sunflower

U-TURNS
Harbor Harbor Sunflower Sunflower

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
4:30 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1087
Attachment 8

T319
DATE: LOCATION: PROJECT #: CMP2019
Tue, Mar 12, 19 NORTH & SOUTH: LOCATION #: 48
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: X 4 2 X 5 X X X X 1,5 X 1,5 0 0 0 0 X X X X
6:00 AM 0 118 82 0 193 0 0 0 0 29 0 76 498 0 0 0 0 0 0 0 0 0 6:15 AM 0 95 79 0 234 0 0 0 0 42 0 87 537 0 0 0 0 0 0 0 0 0 6:30 AM 0 157 99 0 369 0 0 0 0 51 0 88 764 0 0 0 0 0 0 0 0 0 6:45 AM 0 177 90 0 441 0 0 0 0 53 0 179 940 0 0 0 0 0 0 0 0 0 7:00 AM 0 200 119 0 448 0 0 0 0 77 0 156 1,000 0 0 0 0 0 0 0 0 0 7:15 AM 0 261 133 0 551 0 0 0 0 80 0 169 1,194 0 0 0 0 0 0 0 0 0 7:30 AM 0 305 132 0 623 0 0 0 0 114 0 172 1,346 0 0 0 0 0 0 0 0 0 7:45 AM 0 381 161 0 628 0 0 0 0 157 0 230 1,557 0 0 0 0 0 0 0 0 0 8:00 AM 0 404 130 0 525 0 0 0 0 111 0 204 1,374 0 0 0 0 0 0 0 0 0 8:15 AM 0 384 135 0 571 0 0 0 0 106 0 211 1,407 0 0 0 0 0 0 0 0 0 8:30 AM 0 382 144 0 579 0 0 0 0 128 0 240 1,473 0 0 0 0 0 0 0 0 0 8:45 AM 0 369 112 0 541 0 0 0 0 127 0 218 1,367 0 0 0 0 0 0 0 0 0 VOLUMES 0 3,233 1,416 0 5,703 0 0 0 0 1,075 0 2,030 13,457 0 0 0 0 0 0 0 0 0 APPROACH % 0% 70% 30% 0% 100% 0% 0% 0% 0% 35% 0% 65%
APP/DEPART 4,649 / 5,263 5,703 / 6,778 0 / 1,416 3,105 / 0 0

BEGIN PEAK HR
VOLUMES 0 1,551 570 0 2,303 0 0 0 0 502 0 885 5,811 0 0 0 0 APPROACH % 0% 73% 27% 0% 100% 0% 0% 0% 0% 36% 0% 64%
PEAK HR FACTOR 0.978 0.917 0.000 0.896 0.933
APP/DEPART 2,121 / 2,436 2,303 / 2,805 0 / 570 1,387 / 0 0 03:00 PM 0 395 118 0 488 0 0 0 0 193 0 240 1,434 0 0 0 0 0 0 0 0 0 3:15 PM 0 391 135 0 465 0 0 0 0 194 0 233 1,418 0 0 0 0 0 0 0 0 0 3:30 PM 0 358 113 0 474 0 0 0 0 193 0 291 1,429 0 0 0 0 0 0 0 0 0 3:45 PM 0 398 105 0 480 0 0 0 0 172 0 268 1,423 0 0 0 0 0 0 0 0 0 4:00 PM 0 385 137 0 543 0 0 0 0 174 0 280 1,519 0 0 0 0 0 0 0 0 0 4:15 PM 0 409 151 0 493 0 0 0 0 192 0 267 1,512 0 0 0 0 0 0 0 0 0 4:30 PM 0 407 156 0 547 0 0 0 0 173 0 287 1,570 0 0 0 0 0 0 0 0 0 4:45 PM 0 368 112 0 556 0 0 0 0 159 0 301 1,496 0 0 0 0 0 0 0 0 0 5:00 PM 0 381 188 0 664 0 0 0 0 183 0 265 1,681 0 0 0 0 0 0 0 0 0 5:15 PM 0 357 148 0 683 0 0 0 0 179 0 267 1,634 0 0 0 0 0 0 0 0 0 5:30 PM 0 422 117 0 553 0 0 0 0 178 0 241 1,511 0 0 0 0 0 0 0 0 0 5:45 PM 0 331 139 0 485 0 0 0 0 187 0 234 1,376 0 0 0 0 0 0 0 0 0 6:00 PM 0 342 155 0 464 0 0 0 0 196 0 242 1,399 0 0 0 0 0 0 0 0 0 6:15 PM 0 336 124 0 437 0 0 0 0 211 0 260 1,368 0 0 0 0 0 0 0 0 0 6:30 PM 0 333 79 0 398 0 0 0 0 204 0 233 1,247 0 0 0 0 0 0 0 0 0 6:45 PM 0 302 89 0 370 0 0 0 0 206 0 180 1,147 0 0 0 0 0 0 0 0 0 VOLUMES 0 5,915 2,066 0 8,100 0 0 0 0 2,994 0 4,089 23,164 0 0 0 0 0 0 0 0 0 APPROACH % 0% 74% 26% 0% 100% 0% 0% 0% 0% 42% 0% 58%
APP/DEPART 7,981 / 10,004 8,100 / 11,094 0 / 2,066 7,083 / 0 0

BEGIN PEAK HR
VOLUMES 0 1,513 604 0 2,450 0 0 0 0 694 0 1,120 6,381 0 0 0 0 APPROACH % 0% 71% 29% 0% 100% 0% 0% 0% 0% 38% 0% 62%
PEAK HR FACTOR 0.930 0.897 0.000 0.986 0.949
APP/DEPART 2,117 / 2,633 2,450 / 3,144 0 / 604 1,814 / 0 0 Harbor

NORTH SIDE
NB I-405 Ramps WEST SIDE EAST SIDE NB I-405 Ramps

SOUTH SIDE
Harbor

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 6:30 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 6:45 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 7:00 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 7:15 AM 0 0 2 0 2 0 0 2 0 2 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 8:15 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 8:30 AM 0 0 4 0 4 0 0 4 0 4 0 0 0 0 0 8:45 AM 0 0 2 0 2 0 0 2 0 2 0 0 0 0 0 TOTAL 0 6 10 0 16 0 0 10 0 10 0 6 0 0 6 AM BEGIN PEAK HR 0 0 4 0 4 0 4 0 0 4
3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 3 1 0 4 0 0 1 0 1 0 3 0 0 3 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 3 0 3 0 0 3 0 3 0 0 0 0 0 4:00 PM 0 1 1 0 2 0 0 1 0 1 0 1 0 0 1 4:15 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 4:30 PM 0 1 2 0 3 0 0 2 0 2 0 1 0 0 1 4:45 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 5:00 PM 0 2 1 0 3 0 0 1 0 1 0 2 0 0 2 5:15 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 5:30 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 5:45 PM 0 2 5 0 7 0 0 5 0 5 0 2 0 0 2 6:00 PM 0 5 0 0 5 0 0 0 0 0 0 5 0 0 5 6:15 PM 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 6:30 PM 0 1 1 0 2 0 0 1 0 1 0 1 0 0 1 6:45 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 TOTAL 0 19 17 0 36 0 0 17 0 17 0 19 0 0 19 0 0 5 0 5 0 3 0 0 3PM BEGIN PEAK HR 4:30 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS BICYCLE CROSSINGS AM
7:45 AM
PM AM
7:45 AM
PM
4:30 PM
U-TURNS Right-turn Overlap
Harbor Harbor NB I-405 Ramps NB I-405 Ramps

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Costa Mesa
Harbor
NB I-405 Ramps
Add U-Turns to Left Turns
K-1088
Attachment 8

T319
DATE: LOCATION: PROJECT #: CMP2019
Tue, Apr 16, 19 NORTH & SOUTH: LOCATION #: 42
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: X 3.5 1.5 X 4 1 1.5 X 1.5 X X X 0 0 0 0 X X X X
6:00 AM 0 161 102 0 99 131 63 0 95 0 0 0 651 0 0 0 0 0 0 0 0 0 6:15 AM 0 160 146 0 146 177 59 0 71 0 0 0 759 0 0 0 0 0 0 0 0 0 6:30 AM 0 197 226 0 204 258 49 0 86 0 0 0 1,020 0 0 0 0 0 0 0 0 0 6:45 AM 0 260 244 0 210 229 52 0 90 0 0 0 1,085 0 0 0 0 0 0 0 0 0 7:00 AM 0 269 289 0 258 313 42 0 110 0 0 0 1,281 0 0 0 0 0 0 0 0 0 7:15 AM 0 313 349 0 303 349 74 0 89 0 0 0 1,477 0 0 0 0 0 0 0 0 0 7:30 AM 0 389 353 0 386 344 105 0 96 0 0 0 1,673 0 0 0 0 0 0 0 0 0 7:45 AM 0 475 309 0 332 271 80 0 99 0 0 0 1,566 0 0 0 0 0 0 0 0 0 8:00 AM 0 431 327 0 398 266 104 0 113 0 0 0 1,639 0 0 0 0 0 0 0 0 0 8:15 AM 0 416 277 0 373 260 92 0 116 0 0 0 1,534 0 0 0 0 0 0 0 0 0 8:30 AM 0 400 276 0 400 265 109 0 127 0 0 0 1,577 0 0 0 0 0 0 0 0 0 8:45 AM 0 316 258 0 430 198 112 0 120 0 0 0 1,434 0 0 0 0 0 0 0 0 0 VOLUMES 0 3,787 3,156 0 3,539 3,061 941 0 1,212 0 0 0 15,696 0 0 0 0 0 0 0 0 0 APPROACH % 0% 55% 45% 0% 54% 46% 44% 0% 56% 0% 0% 0%
APP/DEPART 6,943 / 4,728 6,600 / 4,751 2,153 / 3,156 0 / 3,061 0

BEGIN PEAK HR
VOLUMES 0 1,711 1,266 0 1,489 1,141 381 0 424 0 0 0 6,412 0 0 0 0 APPROACH % 0% 57% 43% 0% 57% 43% 47% 0% 53% 0% 0% 0%
PEAK HR FACTOR 0.949 0.901 0.927 0.000 0.958
APP/DEPART 2,977 / 2,092 2,630 / 1,913 805 / 1,266 0 / 1,141 0 03:00 PM 0 468 180 0 456 213 51 0 139 0 0 0 1,507 0 0 0 0 0 0 0 0 0 3:15 PM 0 467 199 0 444 191 46 0 139 0 0 0 1,486 0 0 0 0 0 0 0 0 0 3:30 PM 0 411 169 0 428 203 52 0 180 0 0 0 1,443 0 0 0 0 0 0 0 0 0 3:45 PM 0 478 205 0 447 205 44 0 163 0 0 0 1,542 0 0 0 0 0 0 0 0 0 4:00 PM 0 483 188 0 495 250 40 0 167 0 0 0 1,623 0 1 0 0 1 0 0 0 0 4:15 PM 0 454 201 0 465 222 37 0 161 0 0 0 1,540 0 0 0 0 0 0 0 0 0 4:30 PM 0 440 156 0 508 241 35 0 178 0 0 0 1,558 0 0 0 0 0 0 0 0 0 4:45 PM 0 451 171 0 546 256 41 0 165 0 0 0 1,630 0 0 0 0 0 0 0 0 0 5:00 PM 0 503 170 0 534 352 43 0 172 0 0 0 1,774 0 0 0 0 0 0 0 0 0 5:15 PM 0 448 170 0 537 299 36 0 199 0 0 0 1,689 0 0 0 0 0 0 0 0 0 5:30 PM 0 448 163 0 497 241 23 0 170 0 0 0 1,542 0 0 0 0 0 0 0 0 0 5:45 PM 0 427 182 0 511 211 30 0 184 0 0 0 1,545 0 0 0 0 0 0 0 0 0 6:00 PM 0 406 178 0 451 222 43 0 158 0 0 0 1,458 0 0 0 0 0 0 0 0 0 6:15 PM 0 426 200 0 469 175 40 0 169 0 0 0 1,479 0 0 0 0 0 0 0 0 0 6:30 PM 0 399 180 0 443 148 46 0 160 0 0 0 1,376 0 1 0 0 1 0 0 0 0 6:45 PM 0 351 141 0 381 133 39 0 138 0 0 0 1,183 0 0 0 0 0 0 0 0 0 VOLUMES 0 7,060 2,853 0 7,612 3,562 646 0 2,642 0 0 0 24,377 0 2 0 0 2 0 0 0 0 APPROACH % 0% 71% 29% 0% 68% 32% 20% 0% 80% 0% 0% 0%
APP/DEPART 9,913 / 7,708 11,176 / 10,254 3,288 / 2,853 0 / 3,562 0

BEGIN PEAK HR
VOLUMES 0 1,842 667 0 2,125 1,148 155 0 714 0 0 0 6,651 0 0 0 0 APPROACH % 0% 73% 27% 0% 65% 35% 18% 0% 82% 0% 0% 0%
PEAK HR FACTOR 0.932 0.924 0.924 0.000 0.937
APP/DEPART 2,509 / 1,997 3,273 / 2,839 869 / 667 0 / 1,148 0 Harbor

NORTH SIDE
SB I-405 Ramps WEST SIDE EAST SIDE SB I-405 Ramps

SOUTH SIDE
Harbor

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 AM 0 0 2 1 3 0 0 0 0 0 0 0 2 1 3 6:30 AM 0 0 2 0 2 0 0 1 0 1 0 0 1 0 1 6:45 AM 0 0 2 0 2 0 0 2 0 2 0 0 0 0 0 7:00 AM 0 0 3 0 3 0 0 2 0 2 0 0 1 0 1 7:15 AM 0 0 2 0 2 0 0 1 0 1 0 0 1 0 1 7:30 AM 0 0 2 0 2 0 0 2 0 2 0 0 0 0 0 7:45 AM 0 0 5 0 5 0 0 4 0 4 0 0 1 0 1 8:00 AM 0 0 2 0 2 0 0 0 0 0 0 0 2 0 2 8:15 AM 0 0 3 0 3 0 0 3 0 3 0 0 0 0 0 8:30 AM 0 0 2 0 2 0 0 1 0 1 0 0 1 0 1 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 0 0 25 1 26 0 0 16 0 16 0 0 9 1 10 AM BEGIN PEAK HR 0 0 9 0 9 0 0 3 0 3
3:00 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 3:15 PM 0 0 2 0 2 0 0 0 0 0 0 0 2 0 2 3:30 PM 0 0 4 1 5 0 0 2 0 2 0 0 2 1 3 3:45 PM 0 0 3 0 3 0 0 1 0 1 0 0 2 0 2 4:00 PM 0 0 3 0 3 0 0 1 0 1 0 0 2 0 2 4:15 PM 0 0 3 0 3 0 0 2 0 2 0 0 1 0 1 4:30 PM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 4:45 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 5:00 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 5:15 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 5:30 PM 0 0 3 1 4 0 0 2 0 2 0 0 1 1 2 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 PM 0 0 4 1 5 0 0 2 1 3 0 0 2 0 2 6:15 PM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 6:30 PM 0 0 2 0 2 0 0 2 0 2 0 0 0 0 0 6:45 PM 0 0 3 0 3 0 0 0 0 0 0 0 3 0 3 TOTAL 0 0 32 4 36 0 0 15 2 17 0 0 17 2 19 0 0 3 0 3 0 0 1 0 1PM BEGIN PEAK HR 4:30 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS BICYCLE CROSSINGS AM
7:30 AM
PM AM
7:30 AM
PM
4:30 PM
U-TURNS Right-turn Overlap
Harbor Harbor SB I-405 Ramps SB I-405 Ramps

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Costa Mesa
Harbor
SB I-405 Ramps
Add U-Turns to Left Turns
K-1089
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Tue, Feb 9, 16 NORTH & SOUTH: LOCATION #: 12
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 1 3 0 1 3 0 0.5 1 0.5 1.5 0.5 1 0 0 0 0
7 : 0 0 A M 1 3 1 3 6 53 9 3 7 1 1154 7 8 32 2 903 03 00 3 7:15 AM 0 3 3 1 8 75 7 3 4 2 2268 8 2 14 9 967 05 00 5
7:30 AM 2 2 7 7 1 2 2 6 8 3 1 6 1243 6 7 34 5 910 01 00 1 7:45 AM 2 3 0 7 1 2 3 6 9 3 1 8 1077 6 1 13 2 928 01 00 1 8:00 AM 3 2 7 2 7 84 9 3 3 2 3223 6 3 62 1 834 03 00 3
8:15 AM 2 2 5 3 6 42 8 3 5 7 1003 4 8 33 9 798 01 00 1
8:30 AM 3 2 4 7 5 62 2 3 7 3 0218 5 3 22 9 796 01 00 1
8:45 AM 2 2 3 6 5 31 9 3 3 5 0131 6 1 12 0 732 00 00 0
VOLUMES 15 2,236 648 351 2,744 9 10 28 37 513 20 257 6,868 0 15 0 0 15 APPROACH % 1% 77% 22% 11% 88% 0% 13% 37% 49% 65% 3% 33% APP/DEPART 2,899 / 2,518 3,104 / 3,294 75 / 1,012 790 / 44 0

BEGIN PEAK HR
VOLUMES 5 1,228 397 233 1,347 5 5 22 22 288 8 148 3,708 APPROACH % 0% 75% 24% 15% 85% 0% 10% 45% 45% 65% 2% 33% PEAK HR FACTOR 0.943 0.964 0.766 0.841 0.959
APP/DEPART 1,630 / 1,391 1,585 / 1,657 49 / 642 444 / 18 0 4 : 0 0 P M 1 3 3 5 6 93 6 3 0 7 2413 7 4 04 1 873 02 00 2 4:15 PM 3 3 5 8 7 82 2 3 1 7 0003 7 6 04 1 898 22 00 4
4:30 PM 2 3 6 0 8 22 8 2 9 1 0212 1 1 3 13 4 916 11 00 2 4:45 PM 0 3 3 7 8 22 6 3 1 4 0112 1 1 1 03 8 912 01 00 1 5:00 PM 1 3 2 5 9 32 9 2 9 6 0132 1 1 2 05 0 912 05 00 5 5:15 PM 0 3 4 0 9 93 4 3 3 0 0011 1 2 6 03 2 963 02 00 2 5:30 PM 0 3 5 1 1 0 2 3 2 3 4 2 0000 8 8 04 1 956 03 00 3 5:45 PM 3 3 5 8 9 24 3 3 1 7 0000 9 4 03 2 939 26 00 8
VOLUMES 10 2,764 697 250 2,514 2 8 7 13 794 1 309 7,369 5 22 0 0 27 APPROACH % 0% 80% 20% 9% 91% 0% 29% 25% 46% 72% 0% 28%
APP/DEPART 3,471 / 3,103 2,766 / 3,326 28 / 932 1,104 / 80

BEGIN PEAK HR
VO L U M E S 4 1 , 3 7 4 3 8 6 1 3 8 1 , 2 8 5 0143 4 2 0 0 1 5 5 3 , 7 7 0 APPROACH % 0% 78% 22% 10% 90% 0% 13% 50% 38% 73% 0% 27% PEAK HR FACTOR 0.974 0.951 0.333 0.887 0.979
APP/DEPART 1,764 / 1,546 1,423 / 1,710 8 / 512 575 / 20 Fairview

NORTH SIDE
Civic Center WEST SIDE EAST SIDE Civic Center

SOUTH SIDE
Fairview

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 30 0 8 16 54 29 0 6 15 50 10 21 4
7:15 AM 24 0 0 20 44 23 0 0 18 41 10 02 3
7:30 AM 36 0 8 25 69 34 0 4 24 62 20 41 7
7:45 AM 33 0 4 25 62 33 0 4 25 62 00 00 0
8:00 AM 8 0 1 2 11 6011 8 20 01 3
8:15 AM 10 0 2 7 19 1 0 027 19 00 00 0
8:30 AM 4 0 5 2 11 4012 7 00 40 4
8:45 AM 4 0 2 5 11 3024 9 10 01 2
TOTAL 149 0 30 102 281 142 0 20 96 258 7 0 10 6 23
4:00 PM 7 0 6 0 13 6040 10 10 20 3
4:15 PM 10 0 1 5 16 6012 9 40 03 7
4:30 PM 6 0 2 4 12 6023 11 00 01 1
4:45 PM 5 0 0 5 10 4005 9 10 00 1
5:00 PM 5 0 4 5 14 4033 10 10 12 4
5:15 PM 3 0 4 3 10 1010 2 20 33 8
5:30 PM 5 0 6 1 12 5031 9 00 30 3
5:45 PM 2 0 4 2 8 2042 8 00 00 0
TOTAL 4 3 0 2 7 2 59 5 3 4 0 1 81 6 6 8 9099 2 7

BICYCLE CROSSINGS

AMPM AM
7:00 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS

U-TURNS
Fairview Fairview Civic Center Civic Center

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Fairview
Civic Center
Add U-Turns to Left Turns
K-1090
Attachment 8
File Name : H1702002
Site Code : 00000000
Start Date : 2/7/2017
Page No : 1
City: SANTA ANA
N-S Direction: FAIRVIEW STREET
E-W Direction: 1ST STREET
Groups Printed- Turning Movements

FAIRVIEW STREET
Southbound
1ST STREET
Westbound

FAIRVIEW STREET
Northbound
1ST STREET
Eastbound
Start Time Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Int. Total 07:00 20 352 41 1 39 136 32 2 45 284 30 0 54 254 59 0 1349 07:15 28 383 54 1 43 148 49 5 45 283 28 4 34 311 59 0 1475 07:30 40 378 65 2 67 177 47 4 44 302 29 2 34 290 48 0 1529 07:45 53 298 60 3 71 203 38 2 69 303 49 0 52 290 53 4 1548 Total 141 1411 220 7 220 664 166 13 203 1172 136 6 174 1145 219 4 5901 08:00 35 300 54 1 56 182 24 7 62 282 46 0 65 305 47 4 1470 08:15 28 338 53 2 32 123 29 5 39 243 34 0 56 261 53 1 1297 08:30 19 363 50 2 42 116 20 5 43 225 20 0 34 230 48 1 1218 08:45 26 293 33 0 53 127 27 7 40 206 26 4 27 230 50 1 1150 Total 108 1294 190 5 183 548 100 24 184 956 126 4 182 1026 198 7 5135 *** BREAK ***
16:00 51 246 45 6 45 275 31 7 30 240 43 0 43 218 30 3 1313 16:15 49 268 48 3 60 220 34 7 41 275 25 0 32 181 49 1 1293 16:30 72 277 56 2 49 281 38 13 36 259 32 2 38 173 40 1 1369 16:45 63 264 42 6 51 274 38 10 31 285 45 3 28 200 49 3 1392 Total 235 1055 191 17 205 1050 141 37 138 1059 145 5 141 772 168 8 5367 17:00 75 299 50 5 45 300 38 7 30 277 43 3 34 214 58 2 1480 17:15 57 346 48 2 39 292 39 7 32 273 25 2 30 213 59 0 1464 17:30 63 279 49 3 51 277 35 5 14 268 42 0 36 212 46 3 1383 17:45 48 302 50 2 45 299 42 11 20 243 34 2 46 205 45 3 1397 Total 243 1226 197 12 180 1168 154 30 96 1061 144 7 146 844 208 8 5724 Grand Total 727 4986 798 41 788 3430 561 104 621 4248 551 22 643 3787 793 27 22127 Apprch % 11.1 76.1 12.2 0.6 16.1 70.2 11.5 2.1 11.4 78.1 10.1 0.4 12.2 72.1 15.1 0.5 Total % 3.3 22.5 3.6 0.2 3.6 15.5 2.5 0.5 2.8 19.2 2.5 0.1 2.9 17.1 3.6 0.1 Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1091
Attachment 8
File Name : H1702002
Site Code : 00000000
Start Date : 2/7/2017
Page No : 2
City: SANTA ANA
N-S Direction: FAIRVIEW STREET
E-W Direction: 1ST STREET

FAIRVIEW STREET
Southbound
1ST STREET
Westbound

FAIRVIEW STREET
Northbound
1ST STREET
Eastbound
Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15
07:15 28 383 49 4 360 34 311
59 07:30 40 378 65 485 67 177 47 4 295 44 302 29 2 377 34 290 48 0 372 1529 07:45 53 3 71 203 314 69 303 49 421 52 290 53 4 399 1548 08:00 35 300 54 1 390 56 182 24 7 269 62 282 46 0 390 65 305 47 4 421 1470 Total Volume 156 1359 233 7 1755 237 710 158 18 1123 220 1170 152 6 1548 185 1196 207 8 1596 6022 % App. Total
PHF .736 .887 .896 .583 .905 .835 .874 .806 .643 .894 .797 .965 .776 .375 .919 .712 .961 .877 .500 .948 .973

FAIRVIEW STREET
1ST STREET
1ST STREET

FAIRVIEW STREET
Right
156
Thru
1359
Left
233
U-Turn
7 InOut Total
1614 1755 3369
Right
237
Thru
710
Left
158
U-Turn
18 OutTotal In
1649 1123 2772
Left
152
Thru
1170
Right
220
U-Turn
6 Out TotalIn
1702 1548 3250
Left
207
Thru
1196
Right
185
U-Turn
8 TotalOut In
1018 1596 2614
Peak Hour Begins at 07:15

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1092
Attachment 8
File Name : H1702002
Site Code : 00000000
Start Date : 2/7/2017
Page No : 3
City: SANTA ANA
N-S Direction: FAIRVIEW STREET
E-W Direction: 1ST STREET

FAIRVIEW STREET
Southbound
1ST STREET
Westbound

FAIRVIEW STREET
Northbound
1ST STREET
Eastbound
Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 17:00
17:00 75 299 50 5 429 45 300 38 7 390 30 277 43 3 353 34 214 308 1480 17:15 57 346 48 2 453 39 292 39 7 377 32 273 25 2 332 30 213 59 0 302 1464 17:30 63 279 49 3 394 51 277 35 5 368 14 268 42 0 324 36 212 46 3 297 1383 17:45 48 302 50 2 402 45 299 42 11 397 46 205 45 3 299 1397 Total Volume 243 1226 197 12 1678 180 1168 154 30 1532 96 1061 144 7 1308 146 844 208 8 1206 5724 % App. Total 14.5 73.1 11.7 0.7 11.7 76.2 10.1 2 7.3 81.1 11 0.5 12.1 70 17.2 0.7 PHF .810 .886 .985 .600 .926 .882 .973 .917 .682 .965 .750 .958 .837 .583 .926 .793 .986 .881 .667 .979 .967

FAIRVIEW STREET
1ST STREET
1ST STREET

FAIRVIEW STREET
Right
243
Thru
1226
Left
197
U-Turn
12 InOut Total
1449 1678 3127
Right
180
Thru
1168
Left
154
U-Turn
30 OutTotal In
1137 1532 2669
Left
144
Thru
1061
Right
96 U-Turn
7 Out TotalIn
1526 1308 2834
Left
208
Thru
844
Right
146
U-Turn
8 TotalOut In
1555 1206 2761
Peak Hour Begins at 17:00

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1093
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Tue, Feb 9, 16 NORTH & SOUTH: LOCATION #: 33
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 131 1 3112012 0 0 0 0 0
7:00 AM 20 257 19 17 393 28 44 97 23 46 79 14 1,037 03 00 3 7:15 AM 20 321 30 14 493 25 57 102 30 54 105 13 1,264 43 00 7 7:30 AM 29 325 41 41 426 26 54 128 26 56 152 5 1,309 46 00 10 7:45 AM 30 326 51 39 395 39 49 140 37 49 114 11 1,280 04 00 4 8:00 AM 37 271 44 42 345 30 52 131 22 27 109 9 1,119 31 0 00 13 8:15 AM 29 239 27 41 344 27 54 130 43 30 88 33 1,085 21 3 00 15 8:30 AM 24 194 19 28 415 27 43 109 56 25 102 18 1,060 18 00 9 8:45 AM 19 186 17 38 398 26 34 110 43 33 84 21 1,009 37 00 10 VOLUMES 208 2,119 248 260 3,209 228 387 947 280 320 833 124 9,163 17 54 0 0 71 APPROACH % 8% 82% 10% 7% 87% 6% 24% 59% 17% 25% 65% 10% APP/DEPART 2,575 / 2,684 3,697 / 3,826 1,614 / 1,401 1,277 / 1,252 0

BEGIN PEAK HR
VOLUMES 116 1,243 166 136 1,659 120 212 501 115 186 480 38 4,972 APPROACH % 8% 82% 11% 7% 87% 6% 26% 61% 14% 26% 68% 5%
PEAK HR FACTOR 0.937 0.900 0.916 0.826 0.950
APP/DEPART 1,525 / 1,516 1,915 / 1,971 828 / 780 704 / 705 0 4:00 PM 32 372 34 36 235 43 46 153 21 30 117 32 1,151 09 00 9 4:15 PM 42 388 35 34 236 38 40 116 37 30 134 21 1,151 13 00 4 4:30 PM 35 369 35 35 277 54 37 146 27 29 133 24 1,201 04 00 4 4:45 PM 32 367 38 37 284 46 53 152 29 31 124 16 1,209 01 00 1 5:00 PM 48 338 29 35 314 49 53 158 31 38 125 37 1,255 04 00 4 5:15 PM 26 346 25 30 300 51 55 141 46 39 150 34 1,243 15 00 6 5:30 PM 36 361 41 36 293 48 59 165 39 35 118 28 1,259 09 00 9 5:45 PM 42 359 27 47 300 40 67 169 40 39 130 29 1,289 13 00 4 VOLUMES 293 2,900 264 290 2,239 369 410 1,200 270 271 1,031 221 9,758 3 38 0 0 41 APPROACH % 8% 84% 8% 10% 77% 13% 22% 64% 14% 18% 68% 15% APP/DEPART 3,457 / 3,569 2,898 / 2,783 1,880 / 1,716 1,523 / 1,690 0

BEGIN PEAK HR
VOLUMES 152 1,404 122 148 1,207 188 234 633 156 151 523 128 5,046 APPROACH % 9% 84% 7% 10% 78% 12% 23% 62% 15% 19% 65% 16% PEAK HR FACTOR 0.958 0.969 0.927 0.899 0.979
APP/DEPART 1,678 / 1,787 1,543 / 1,516 1,023 / 882 802 / 861 0 Fairview

NORTH SIDE
McFadden WEST SIDE EAST SIDE McFadden

SOUTH SIDE
Fairview

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 18 15 27 25 85 14 14 25 21 74 41 24 11
7:15 AM 26 46 46 34 152 26 43 44 30 143 03 24 9
7:30 AM 120 117 87 110 434 118 110 82 104 414 27 56 20
7:45 AM 83 96 44 81 304 81 90 42 76 289 26 25 15
8:00 AM 33 27 28 22 110 27 27 26 21 101 60 21 9
8:15 AM 8 39 29 5 81 73 6 2 65 74 13 30 7
8:30 AM 12 11 11 13 47 9 1 01 01 0 39 31 13 8
8:45 AM 8 5 9 9 31 8368 25 02 31 6
TOTAL 308 356 281 299 1,244 290 333 261 275 1,159 18 23 20 24 85 4:00 PM 7 25 33 4 69 62 3 3 11 61 12 23 8
4:15 PM 52 4 15 13 84 5 021 3 1 0 75 22 23 9
4:30 PM 12 7 18 9 46 66 1 7 7 36 61 12 10
4:45 PM 48 18 18 7 91 46 14 16 5 81 24 22 10
5:00 PM 4 6 18 4 32 45 1 5 3 27 01 31 5
5:15 PM 18 8 21 13 60 1 161 98 44 72 25 16
5:30 PM 17 10 24 14 65 1 162 27 46 64 27 19
5:45 PM 17 16 30 13 76 14 15 28 11 68 31 22 8
TOTAL 175 94 177 77 523 148 77 161 52 438 27 17 16 25 85

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Fairview
McFadden

U-TURNS
Fairview Fairview McFadden McFadden

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1094
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC2183
Thu, May 16, 19 NORTH & SOUTH: LOCATION #: 10
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TTL LANES: 230 2 3023023 0 0 0 0 0
7:00 AM 34 179 28 44 430 28 24 127 34 88 86 29 1,131 21 00 3 7:15 AM 40 186 27 63 336 21 58 215 54 110 126 22 1,258 10 10 2 7:30 AM 55 226 31 50 363 37 66 154 45 96 164 28 1,315 40 00 4 7:45 AM 57 231 28 55 359 39 86 154 41 122 171 29 1,372 31 00 4 8:00 AM 31 193 26 38 289 43 67 130 39 31 134 49 1,070 13 01 5 8:15 AM 35 149 16 36 298 36 48 160 38 57 137 28 1,038 11 00 2 8:30 AM 22 138 22 37 424 32 56 154 31 48 101 21 1,086 02 00 2 8:45 AM 27 127 12 38 324 33 28 122 40 30 90 22 893 02 00 2 VOLUMES 301 1,429 190 361 2,823 269 433 1,216 322 582 1,009 228 9,163 12 10 1 1 24 APPROACH % 16% 74% 10% 10% 82% 8% 22% 62% 16% 32% 55% 13% APP/DEPART 1,920 / 2,099 3,453 / 3,738 1,971 / 1,758 1,819 / 1,568 0

BEGIN PEAK HR
VOLUMES 186 822 114 212 1,488 125 234 650 174 416 547 108 5,076 APPROACH % 17% 73% 10% 12% 82% 7% 22% 61% 16% 39% 51% 10% PEAK HR FACTOR 0.888 0.909 0.809 0.832 0.925
APP/DEPART 1,122 / 1,165 1,825 / 2,088 1,058 / 974 1,071 / 849 0 4:00 PM 25 398 32 46 152 31 25 187 39 96 173 40 1,244 02 10 3 4:15 PM 45 411 25 63 155 25 49 199 59 93 178 32 1,334 00 00 0 4:30 PM 51 473 34 50 159 37 57 173 46 103 204 39 1,426 20 00 2 4:45 PM 59 435 26 52 143 39 55 162 44 89 201 43 1,348 50 00 5 5:00 PM 31 456 23 31 152 48 66 162 37 84 198 57 1,345 30 20 5 5:15 PM 34 444 22 39 140 41 52 173 41 72 192 36 1,286 21 00 3 5:30 PM 23 501 26 37 129 32 60 180 30 66 189 36 1,309 01 01 2 5:45 PM 29 477 20 37 153 38 57 172 39 56 181 32 1,291 10 02 3 VOLUMES 297 3,595 208 355 1,183 291 421 1,408 335 659 1,516 315 10,583 13 4 3 3 23 APPROACH % 7% 88% 5% 19% 65% 16% 19% 65% 15% 26% 61% 13% APP/DEPART 4,100 / 4,332 1,829 / 2,187 2,164 / 1,970 2,490 / 2,094 0

BEGIN PEAK HR
VOLUMES 186 1,775 108 196 609 149 227 696 186 369 781 171 5,453 APPROACH % 9% 86% 5% 21% 64% 16% 20% 63% 17% 28% 59% 13% PEAK HR FACTOR 0.927 0.970 0.903 0.954 0.956
APP/DEPART 2,069 / 2,171 954 / 1,174 1,109 / 1,000 1,321 / 1,108 0 Fairview

NORTH SIDE
Edinger WEST SIDE EAST SIDE Edinger

SOUTH SIDE
Fairview

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 0 0 0 0 000 0 0 00 00 0
7:15 AM 0 0 0 0 0 000 0 0 00 00 0
7:30 AM 0 0 0 0 0 000 0 0 00 00 0
7:45 AM 0 0 0 0 0 000 0 0 00 00 0
8:00 AM 0 0 0 0 0 000 0 0 00 00 0
8:15 AM 0 0 0 0 0 000 0 0 00 00 0
8:30 AM 0 0 0 0 0 000 0 0 00 00 0
8:45 AM 0 0 0 0 0 000 0 0 00 00 0
TOTAL 00 0 00 000 0 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 000 0 0 00 00 0
4:15 PM 0 0 0 0 0 000 0 0 00 00 0
4:30 PM 0 0 0 0 0 000 0 0 00 00 0
4:45 PM 0 0 0 0 0 000 0 0 00 00 0
5:00 PM 0 0 0 0 0 000 0 0 00 00 0
5:15 PM 0 0 0 0 0 000 0 0 00 00 0
5:30 PM 0 0 0 0 0 000 0 0 00 00 0
5:45 PM 0 0 0 0 0 000 0 0 00 00 0
TOTAL 00 0 00 000 0 0 0 0 0 0 0
000 0 0

AMPM AM
7:00 AM
PM
4:15 PM
PEDESTRIAN + BIKE CROSSINGS
7:00 AM
PM BEGIN PEAK HR 4:15 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Fairview Fairview Edinger Edinger

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Fairview
Edinger
Add U-Turns to Left Turns
K-1095
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Tue, Feb 9, 16 NORTH & SOUTH: LOCATION #: 42
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 230 2 3023023 0 0 0 0 0
7:00 AM 30 152 19 57 397 21 18 173 43 48 131 41 1,130 43 06 13 7:15 AM 49 211 34 35 427 28 11 272 78 56 193 49 1,443 10 08 9 7:30 AM 40 240 38 64 381 26 15 287 84 95 236 87 1,593 20 09 11 7:45 AM 65 236 21 51 351 25 16 183 59 89 247 93 1,436 31 05 9 8:00 AM 52 227 27 47 405 35 24 228 68 55 213 59 1,440 50 13 9 8:15 AM 42 172 29 56 381 32 31 270 72 56 150 38 1,329 32 06 11 8:30 AM 42 136 30 47 419 24 24 277 77 47 184 17 1,324 11 03 5 8:45 AM 28 174 24 42 410 24 32 193 46 49 171 24 1,217 40 15 10 VOLUMES 348 1,548 222 399 3,171 215 171 1,883 527 495 1,525 408 10,912 23 7 2 45 7 7 APPROACH % 16% 73% 10% 11% 84% 6% 7% 73% 20% 20% 63% 17% APP/DEPART 2,118 / 2,132 3,785 / 4,171 2,581 / 2,542 2,428 / 2,067 0

BEGIN PEAK HR
VOLUMES 206 914 120 197 1,564 114 66 970 289 295 889 288 5,912 APPROACH % 17% 74% 10% 11% 83% 6% 5% 73% 22% 20% 60% 20% PEAK HR FACTOR 0.963 0.957 0.858 0.858 0.928
APP/DEPART 1,240 / 1,268 1,875 / 2,134 1,325 / 1,311 1,472 / 1,199 0 4:00 PM 51 414 39 54 212 23 56 210 35 31 197 26 1,348 32 05 10 4:15 PM 53 396 42 42 202 25 39 205 42 41 225 37 1,349 43 17 15 4:30 PM 43 395 37 46 201 27 47 228 43 46 241 37 1,391 43 07 14 4:45 PM 34 415 38 37 209 25 49 231 45 41 230 53 1,407 13 08 12 5:00 PM 49 393 41 40 259 23 65 254 47 41 249 50 1,511 50 2 1 2 19 5:15 PM 47 432 37 51 202 32 44 240 36 38 278 49 1,486 32 26 13 5:30 PM 49 419 43 38 233 24 44 217 30 48 283 65 1,493 40 1 1 2 17 5:45 PM 63 416 33 51 219 13 36 206 29 53 254 66 1,439 24 0 1 2 18 VOLUMES 389 3,280 310 359 1,737 192 380 1,791 307 339 1,957 383 11,424 26 17 6 69 118 APPROACH % 10% 82% 8% 16% 76% 8% 15% 72% 12% 13% 73% 14% APP/DEPART 3,979 / 4,054 2,288 / 2,340 2,478 / 2,512 2,679 / 2,518 0

BEGIN PEAK HR
VOLUMES 208 1,660 154 180 913 92 189 917 142 180 1,064 230 5,929 APPROACH % 10% 82% 8% 15% 77% 8% 15% 73% 11% 12% 72% 16% PEAK HR FACTOR 0.980 0.920 0.852 0.931 0.981
APP/DEPART 2,022 / 2,080 1,185 / 1,207 1,248 / 1,287 1,474 / 1,355 0 Fairview

NORTH SIDE
Warner WEST SIDE EAST SIDE Warner

SOUTH SIDE
Fairview

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 1 1 4 0 6 0130 4 10 10 2
7:15 AM 2 8 6 4 20 0654 15 22 10 5
7:30 AM 1 3 3 4 11 0332 8 10 02 3
7:45 AM 2 3 2 4 11 0314 8 20 10 3
8:00 AM 7 9 6 8 30 2828 20 51 40 10
8:15 AM 3 5 7 9 24 2478 21 11 01 3
8:30 AM 1 3 5 2 11 1140 6 02 12 5
8:45 AM 1 2 4 2 9 1231 7 00 11 2
TOTAL 18 34 37 33 122 6 28 28 27 89 12 6 9 6 33
4:00 PM 5 16 15 9 45 41 19 7 31 15 62 14
4:15 PM 6 5 13 2 26 43 1 1 1 19 22 21 7
4:30 PM 5 8 7 2 22 4561 16 13 11 6
4:45 PM 3 6 19 2 30 33 1 3 1 20 03 61 10
5:00 PM 1 7 20 3 31 14 1 2 2 19 03 81 12
5:15 PM 7 5 9 14 35 3559 22 40 45 13
5:30 PM 5 0 5 5 15 5044 13 00 11 2
5:45 PM 1 5 6 3 15 1242 9 03 21 6
TOTAL 33 52 94 40 219 25 33 64 27 149 8 19 30 13 70

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS

U-TURNS
Fairview Fairview Warner Warner

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Fairview
Warner
Add U-Turns to Left Turns
K-1096
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC2183
Thu, May 16, 19 NORTH & SOUTH: LOCATION #: 11
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TTL LANES: 230 2 3123123 1 0 0 0 0
7:00 AM 25 129 15 55 313 33 18 188 35 38 81 14 944 51 03 9 7:15 AM 48 175 15 63 416 29 20 233 36 51 108 25 1,219 11 1 2 2 16 7:30 AM 71 199 21 65 381 34 34 248 44 50 113 44 1,304 20 0 0 4 24 7:45 AM 67 213 22 80 372 54 31 258 37 75 146 37 1,392 24 0 0 2 26 8:00 AM 59 176 30 95 361 54 38 269 31 56 122 32 1,323 18 0 0 2 20 8:15 AM 41 193 17 47 303 51 27 230 39 32 131 27 1,138 91 03 13 8:30 AM 38 140 10 66 353 22 26 195 40 41 104 21 1,056 42 01 7 8:45 AM 30 158 17 54 343 42 26 166 24 40 106 17 1,023 40 03 7 VOLUMES 379 1,383 147 525 2,842 319 220 1,787 286 383 911 217 9,399 95 5 2 20 122 APPROACH % 20% 72% 8% 14% 77% 9% 10% 78% 12% 25% 60% 14% APP/DEPART 1,909 / 1,823 3,686 / 3,586 2,293 / 2,474 1,511 / 1,516 0

BEGIN PEAK HR
VOLUMES 245 763 88 303 1,530 171 123 1,008 148 232 489 138 5,238 APPROACH % 22% 70% 8% 15% 76% 9% 10% 79% 12% 27% 57% 16% PEAK HR FACTOR 0.907 0.982 0.946 0.832 0.941
APP/DEPART 1,096 / 1,023 2,004 / 1,973 1,279 / 1,408 859 / 834 0 4:00 PM 72 367 32 52 217 34 73 165 59 40 373 47 1,531 33 05 11 4:15 PM 66 451 13 38 205 24 65 175 55 36 304 54 1,486 66 01 13 4:30 PM 69 424 24 31 235 19 74 196 44 37 322 49 1,524 73 14 15 4:45 PM 69 452 27 32 228 23 56 169 49 41 354 67 1,567 45 19 19 5:00 PM 47 351 17 64 232 21 80 189 82 47 353 67 1,550 47 05 16 5:15 PM 55 428 22 42 250 24 67 169 68 52 322 53 1,552 32 04 9 5:30 PM 60 395 32 42 223 26 68 163 44 47 349 64 1,513 84 06 18 5:45 PM 71 429 34 39 194 35 46 146 42 47 299 57 1,439 15 13 10 VOLUMES 509 3,297 201 340 1,784 206 529 1,372 443 347 2,676 458 12,162 36 35 3 37 111 APPROACH % 13% 82% 5% 15% 77% 9% 23% 59% 19% 10% 77% 13% APP/DEPART 4,007 / 4,316 2,330 / 2,573 2,344 / 1,915 3,481 / 3,358 0

BEGIN PEAK HR
VOLUMES 240 1,655 90 169 945 87 277 723 243 177 1,351 236 6,193 APPROACH % 12% 83% 5% 14% 79% 7% 22% 58% 20% 10% 77% 13% PEAK HR FACTOR 0.906 0.947 0.885 0.944 0.988
APP/DEPART 1,985 / 2,183 1,201 / 1,361 1,243 / 987 1,764 / 1,662 0 Fairview

NORTH SIDE
MacArthur WEST SIDE EAST SIDE MacArthur

SOUTH SIDE
Fairview

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 0 0 0 0 000 0 0 00 00 0
7:15 AM 0 0 0 0 0 000 0 0 00 00 0
7:30 AM 0 0 0 0 0 000 0 0 00 00 0
7:45 AM 0 0 0 0 0 000 0 0 00 00 0
8:00 AM 0 0 0 0 0 000 0 0 00 00 0
8:15 AM 0 0 0 0 0 000 0 0 00 00 0
8:30 AM 0 0 0 0 0 000 0 0 00 00 0
8:45 AM 0 0 0 0 0 000 0 0 00 00 0
TOTAL 00 0 00 000 0 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 000 0 0 00 00 0
4:15 PM 0 0 0 0 0 000 0 0 00 00 0
4:30 PM 0 0 0 0 0 000 0 0 00 00 0
4:45 PM 0 0 0 0 0 000 0 0 00 00 0
5:00 PM 0 0 0 0 0 000 0 0 00 00 0
5:15 PM 0 0 0 0 0 000 0 0 00 00 0
5:30 PM 0 0 0 0 0 000 0 0 00 00 0
5:45 PM 0 0 0 0 0 000 0 0 00 00 0
TOTAL 00 0 00 000 0 0 0 0 0 0 0
000 0 0

AMPM AM
7:15 AM
PM
4:30 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
PM BEGIN PEAK HR 4:30 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Fairview Fairview MacArthur MacArthur

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Fairview
MacArthur
Add U-Turns to Left Turns
K-1097
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Tue, Mar 1, 16 NORTH & SOUTH: LOCATION #: 12
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 231 2 3022023 1 0 0 0 0
7:00 AM 27 152 19 17 322 12 10 45 17 47 22 14 704 02 00 2 7:15 AM 30 254 31 40 416 23 4 64 10 61 22 18 973 05 00 5 7:30 AM 47 294 36 38 411 13 12 76 14 88 58 35 1,122 01 20 3 7:45 AM 52 255 32 55 419 31 14 91 14 73 102 46 1,184 14 1 0 0 15 8:00 AM 48 226 57 63 424 39 17 78 24 72 64 27 1,139 04 60 10 8:15 AM 32 224 41 56 376 38 6 59 16 61 34 16 959 05 10 6 8:30 AM 29 182 33 37 395 39 11 46 9 40 25 10 856 03 30 6 8:45 AM 33 210 22 51 379 32 10 48 9 60 34 9 897 22 10 5 VOLUMES 298 1,797 271 357 3,142 227 84 507 113 502 361 175 7,834 3 26 23 0 52 APPROACH % 13% 76% 11% 10% 84% 6% 12% 72% 16% 48% 35% 17% APP/DEPART 2,366 / 2,059 3,726 / 3,760 704 / 1,109 1,038 / 906 0

BEGIN PEAK HR
VOLUMES 177 1,029 156 196 1,670 106 47 309 62 294 246 126 4,418 APPROACH % 13% 76% 11% 10% 85% 5% 11% 74% 15% 44% 37% 19% PEAK HR FACTOR 0.903 0.937 0.878 0.753 0.933
APP/DEPART 1,362 / 1,198 1,972 / 2,027 418 / 647 666 / 546 0 4:00 PM 29 400 51 31 238 7 24 61 14 53 112 34 1,054 07 10 8 4:15 PM 35 472 74 26 257 15 13 60 11 58 137 43 1,201 14 31 9 4:30 PM 32 413 80 24 321 22 37 84 21 71 150 40 1,295 02 60 8 4:45 PM 32 436 63 30 277 11 51 83 17 69 169 47 1,285 04 51 10 5:00 PM 40 448 67 27 305 27 60 106 26 57 150 46 1,359 03 10 4 5:15 PM 46 444 98 31 287 12 52 124 23 60 162 36 1,375 15 30 9 5:30 PM 58 450 100 39 308 22 44 90 26 55 153 42 1,387 05 40 9 5:45 PM 49 393 112 41 249 18 39 93 16 82 173 42 1,307 26 40 12 VOLUMES 321 3,456 645 249 2,242 134 320 701 154 505 1,206 330 10,263 4 36 27 2 69 APPROACH % 7% 78% 15% 9% 85% 5% 27% 60% 13% 25% 59% 16% APP/DEPART 4,422 / 4,115 2,625 / 2,903 1,175 / 1,561 2,041 / 1,684 0

BEGIN PEAK HR
VOLUMES 193 1,735 377 138 1,149 79 195 413 91 254 638 166 5,428 APPROACH % 8% 75% 16% 10% 84% 6% 28% 59% 13% 24% 60% 16% PEAK HR FACTOR 0.948 0.925 0.878 0.891 0.978
APP/DEPART 2,305 / 2,103 1,366 / 1,497 699 / 909 1,058 / 919 0 Fairview

NORTH SIDE
Sunflower WEST SIDE EAST SIDE Sunflower

SOUTH SIDE
Fairview

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 3 1 1 3 8 0112 4 30 01 4
7:15 AM 2 1 1 1 5 0011 2 21 00 3
7:30 AM 2 3 2 3 10 0112 4 22 11 6
7:45 AM 3 3 1 3 10 1113 6 22 00 4
8:00 AM 2 2 2 3 9 0022 4 22 01 5
8:15 AM 2 7 0 3 12 0402 6 23 01 6
8:30 AM 2 0 1 5 8 0014 5 20 01 3
8:45 AM 5 1 0 3 9 2003 5 31 00 4
TOTAL 21 18 8 24 71 3 7 7 19 36 18 11 1 5 35
4:00 PM 2 2 1 0 5 0010 1 22 00 4
4:15 PM 1 1 1 2 5 0111 3 10 01 2
4:30 PM 3 3 4 1 11 0231 6 31 10 5
4:45 PM 6 4 1 0 11 3300 6 31 10 5
5:00 PM 5 13 2 0 20 0310 4 51 0 10 16
5:15 PM 6 2 2 3 13 4002 6 22 21 7
5:30 PM 6 5 3 1 15 2220 6 43 11 9
5:45 PM 3 8 0 3 14 1303 7 25 00 7
TOTAL 32 38 14 10 94 10 14 8 7 39 22 24 6 3 55

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS

U-TURNS
Fairview Fairview Sunflower Sunflower

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Fairview
Sunflower
Add U-Turns to Left Turns
K-1098
Attachment 8
File Name : H1702003
Site Code : 00000000
Start Date : 2/7/2017
Page No : 1
City: SANTA ANA
N-S Direction: GREENVILLE STREET
E-W Direction: EDINGER AVENUE
Groups Printed- Turning Movements

DEAD END
Southbound

EDINGER AVENUE
Westbound

GREENVILLE AVENUE
Northbound

EDINGER AVENUE
Eastbound
Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total 07:00 0 0 0 0 183 30 48 0 32 40 220 0 553
07:15 0 0 0 0 234 36 46 0 38 64 268 0 686
07:30 0 0 0 0 234 59 64 0 48 61 232 0 698
07:45 0 0 0 0 237 41 85 0 62 62 211 0 698
Total 0 0 0 0 888 166 243 0 180 227 931 0 2635
08:00 0 0 0 0 217 22 49 0 31 37 189 0 545
08:15 0 0 0 0 197 8 20 0 20 28 210 0 483
08:30 0 0 0 0 173 11 33 0 24 23 239 0 503
08:45 0 0 0 0 179 21 29 0 23 16 151 0 419
Total 0 0 0 0 766 62 131 0 98 104 789 0 1950
*** BREAK ***
16:00 0 0 0 0 244 31 51 0 61 50 232 0 669
16:15 0 0 0 0 264 29 54 0 66 44 265 0 722
16:30 0 0 0 0 276 25 52 0 67 41 231 0 692
16:45 0 0 0 0 280 19 55 0 78 49 236 0 717
Total 0 0 0 0 1064 104 212 0 272 184 964 0 2800
17:00 0 0 0 0 270 30 49 0 78 54 245 0 726
17:15 0 0 0 0 274 24 53 0 85 52 208 0 696
17:30 0 0 0 0 270 19 54 0 76 39 264 0 722
17:45 0 0 0 0 275 31 40 0 69 45 199 0 659
Total 0 0 0 0 1089 104 196 0 308 190 916 0 2803
Grand Total 0 0 0 0 3807 436 782 0 858 705 3600 0 10188 Apprch % 0 0 0 0 89.7 10.3 47.7 0 52.3 16.4 83.6 0
Total % 0 0 0 0 37.4 4.3 7.7 0 8.4 6.9 35.3 0
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1099
Attachment 8
File Name : H1702003
Site Code : 00000000
Start Date : 2/7/2017
Page No : 2
City: SANTA ANA
N-S Direction: GREENVILLE STREET
E-W Direction: EDINGER AVENUE

DEAD END
Southbound

EDINGER AVENUE
Westbound

GREENVILLE AVENUE
Northbound

EDINGER AVENUE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00
07:00 0 0 0 0 0 183 30 213 48 0 32 80 40 220 0 260 553
07:15 0 0 0 0 0 234 36 270 46 0 38 84 64 268 0 332 686
07:30 0 0 0 0 0 234 59 293 64 0 48 112 61 232 0 293 698 07:45 0 0 0 0 0 237 41 278 85 0 62 147 62 211 0 273 698 Total Volume 0 0 0 0 0 888 166 1054 243 0 180 423 227 931 0 1158 2635 % App. Total 0 0 0 0 84.3 15.7 57.4 0 42.6 19.6 80.4 0 PHF .000 .000 .000 .000 .000 .937 .703 .899 .715 .000 .726 .719 .887 .868 .000 .872 .944

DEAD END

EDINGER AVENUE

GREENVILLE AVENUE
Right
0 Thru
0 Left
0 InOut Total
0 0 0
Right
0 Thru
888
Left
166
OutTotal In
1174 1054 2228
Left
180
Thru
0 Right
243
Out TotalIn
393 423 816
Left
0 Thru
931
Right
227
TotalOut In
1068 1158 2226
Peak Hour Begins at 07:00

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1100
Attachment 8
File Name : H1702003
Site Code : 00000000
Start Date : 2/7/2017
Page No : 3
City: SANTA ANA
N-S Direction: GREENVILLE STREET
E-W Direction: EDINGER AVENUE

DEAD END
Southbound

EDINGER AVENUE
Westbound

GREENVILLE AVENUE
Northbound

EDINGER AVENUE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45 0 0 0 0 0 280 19 299 55 0 78 133 49 236 0 285 717 17:00 0 0 0 0 0 270 30 300 49 0 78 127 54 245 0 299 726 17:15 0 0 0 0 0 274 24 298 53 0 85 138 52 208 0 260 696 17:30 0 0 0 0 0 270 19 289 54 0 76 130 39 264 0 303 722 Total Volume 0 0 0 0 0 1094 92 1186 211 0 317 528 194 953 0 1147 2861 % App. Total 0 0 0 0 92.2 7.8 40 0 60 16.9 83.1 0
PHF .000 .000 .000 .000 .000 .977 .767 .988 .959 .000 .932 .957 .898 .902 .000 .946 .985

DEAD END

EDINGER AVENUE

GREENVILLE AVENUE
Right
0 Thru
0 Left
0 InOut Total
0 0 0
Right
0 Thru
1094
Left
92 OutTotal In
1164 1186 2350
Left
317
Thru
0 Right
211
Out TotalIn
286 528 814
Left
0 Thru
953
Right
194
TotalOut In
1411 1147 2558
Peak Hour Begins at 16:45

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1101
Attachment 8
File Name : H1702004
Site Code : 00000000
Start Date : 2/7/2017
Page No : 1
City: SANTA ANA
N-S Direction: GREENVILLE STREET
E-W Direction: SEGERSTROM AVENUE
Groups Printed- Turning Movements

GREENVILLE STREET
Southbound

SEGERSTROM AVENUE
Westbound

GREENVILLE STREET
Northbound

SEGERSTROM AVENUE
Eastbound
Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total 07:00 18 44 21 11 97 9 10 9 6 11 119 5 360
07:15 23 88 27 12 114 24 8 41 6 26 175 10 554
07:30 44 139 49 12 161 40 17 37 9 31 193 10 742
07:45 53 138 45 29 189 57 27 62 12 29 191 5 837
Total 138 409 142 64 561 130 62 149 33 97 678 30 2493
08:00 35 93 28 20 178 38 23 47 18 28 158 7 673
08:15 17 59 32 8 98 6 6 31 10 7 176 9 459
08:30 15 50 14 7 99 1 7 10 5 9 185 7 409
08:45 11 28 8 4 97 6 6 11 3 5 130 6 315
Total 78 230 82 39 472 51 42 99 36 49 649 29 1856
*** BREAK ***
16:00 8 36 8 25 215 7 4 69 13 7 167 32 591
16:15 12 38 12 25 254 8 4 112 15 12 147 24 663
16:30 14 45 14 27 229 5 6 101 11 5 174 37 668
16:45 6 35 6 24 252 8 9 111 21 8 166 25 671
Total 40 154 40 101 950 28 23 393 60 32 654 118 2593
17:00 13 38 13 35 223 4 7 121 17 12 207 30 720
17:15 14 52 14 37 280 6 12 128 15 10 207 31 806
17:30 15 58 15 38 246 6 5 105 8 11 213 28 748
17:45 17 46 17 33 257 10 10 108 15 12 171 15 711
Total 59 194 59 143 1006 26 34 462 55 45 798 104 2985
Grand Total 315 987 323 347 2989 235 161 1103 184 223 2779 281 9927 Apprch % 19.4 60.7 19.9 9.7 83.7 6.6 11.1 76.2 12.7 6.8 84.6 8.6 Total % 3.2 9.9 3.3 3.5 30.1 2.4 1.6 11.1 1.9 2.2 28 2.8 Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1102
Attachment 8
File Name : H1702004
Site Code : 00000000
Start Date : 2/7/2017
Page No : 2
City: SANTA ANA
N-S Direction: GREENVILLE STREET
E-W Direction: SEGERSTROM AVENUE

GREENVILLE STREET
Southbound

SEGERSTROM AVENUE
Westbound

GREENVILLE STREET
Northbound

SEGERSTROM AVENUE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15
07:15 23 88 27 138 12 114 24 150 8 41 6 55 26 175 10 211 554 07:30 44 139 49 232 12 161 40 213 17 37 9 63 31 193 10 234 742 07:45 53 138 45 236 29 189 57 275 27 62 12 101 29 191 5 225 837 08:00 35 93 28 156 20 178 38 236 23 47 18 88 28 158 7 193 673 Total Volume 155 458 149 762 73 642 159 874 75 187 45 307 114 717 32 863 2806 % App. Total 20.3 60.1 19.6 8.4 73.5 18.2 24.4 60.9 14.7 13.2 83.1 3.7 PHF .731 .824 .760 .807 .629 .849 .697 .795 .694 .754 .625 .760 .919 .929 .800 .922 .838

GREENVILLE STREET

SEGERSTROM AVENUE

GREENVILLE STREET
Right
155
Thru
458
Left
149
InOut Total
292 762 1054
Right
73 Thru
642
Left
159
OutTotal In
941 874 1815
Left
45 Thru
187
Right
75 Out TotalIn
731 307 1038
Left
32 Thru
717
Right
114
TotalOut In
842 863 1705
Peak Hour Begins at 07:15

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1103
Attachment 8
File Name : H1702004
Site Code : 00000000
Start Date : 2/7/2017
Page No : 3
City: SANTA ANA
N-S Direction: GREENVILLE STREET
E-W Direction: SEGERSTROM AVENUE

GREENVILLE STREET
Southbound

SEGERSTROM AVENUE
Westbound

GREENVILLE STREET
Northbound

SEGERSTROM AVENUE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 17:00
17:00 13 38 13 64 35 223 4 262 7 121 17 145 12 207 30 249 720 17:15 14 52 14 80 37 280 6 323 12 128 15 155 10 207 31 248 806 17:30 15 58 15 88 38 246 6 290 5 105 8 118 11 213 28 252 748 17:45 17 46 17 80 33 257 10 300 10 108 15 133 12 171 15 198 711 Total Volume 59 194 59 312 143 1006 26 1175 34 462 55 551 45 798 104 947 2985 % App. Total 18.9 62.2 18.9 12.2 85.6 2.2 6.2 83.8 10 4.8 84.3 11 PHF .868 .836 .868 .886 .941 .898 .650 .909 .708 .902 .809 .889 .938 .937 .839 .939 .926

GREENVILLE STREET

SEGERSTROM AVENUE

GREENVILLE STREET
Right
59 Thru
194
Left
59 InOut Total
709 312 1021
Right
143
Thru
1006
Left
26 OutTotal In
891 1175 2066
Left
55 Thru
462
Right
34 Out TotalIn
265 551 816
Left
104
Thru
798
Right
45 TotalOut In
1120 947 2067
Peak Hour Begins at 17:00

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1104
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Tue, Feb 9, 16 NORTH & SOUTH: LOCATION #: 34
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 120 1 2012012 0 0 0 0 0
7:00 AM 6 75 22 9 149 13 12 142 21 24 87 10 570 00 00 0 7:15 AM 8 109 20 20 231 25 24 130 25 39 124 18 773 00 00 0 7:30 AM 8 153 21 27 213 25 24 175 22 54 155 26 903 00 00 0 7:45 AM 20 137 18 28 183 27 23 190 25 47 133 22 853 00 00 0 8:00 AM 23 148 27 21 105 22 40 181 14 25 108 27 741 00 00 0 8:15 AM 9 88 15 20 95 14 24 137 18 13 105 10 548 00 00 0 8:30 AM 11 62 16 10 82 14 18 132 11 10 120 14 500 00 00 0 8:45 AM 7 63 13 11 58 15 16 123 2 12 109 13 442 00 00 0 VOLUMES 92 835 152 146 1,116 155 181 1,210 138 224 941 140 5,330 0 0 0 0 0 APPROACH % 9% 77% 14% 10% 79% 11% 12% 79% 9% 17% 72% 11% APP/DEPART 1,079 / 1,156 1,417 / 1,478 1,529 / 1,508 1,305 / 1,188 0

BEGIN PEAK HR
VOLUMES 59 547 86 96 732 99 111 676 86 165 520 93 3,270 APPROACH % 9% 79% 12% 10% 79% 11% 13% 77% 10% 21% 67% 12% PEAK HR FACTOR 0.874 0.840 0.917 0.828 0.905
APP/DEPART 692 / 751 927 / 983 873 / 858 778 / 678 0
4:00 PM 12 184 34 11 91 12 23 157 8 18 114 17 681 00 00 0 4:15 PM 13 171 32 8 93 17 15 160 6 31 174 21 741 00 00 0 4:30 PM 16 191 29 11 92 17 28 151 11 21 158 22 747 00 00 0 4:45 PM 12 198 17 11 109 13 19 160 11 19 184 25 778 00 00 0 5:00 PM 18 181 39 10 98 12 24 180 14 24 158 29 787 00 00 0 5:15 PM 11 209 31 9 114 21 30 172 10 12 193 29 841 00 00 0 5:30 PM 17 210 30 11 121 18 37 190 18 21 166 22 861 00 00 0 5:45 PM 9 202 24 13 122 22 30 175 20 27 196 18 858 00 00 0 VOLUMES 108 1,546 236 84 840 132 206 1,345 98 173 1,343 183 6,294 0 0 0 0 0 APPROACH % 6% 82% 12% 8% 80% 13% 12% 82% 6% 10% 79% 11% APP/DEPART 1,890 / 1,935 1,056 / 1,111 1,649 / 1,665 1,699 / 1,583 0

BEGIN PEAK HR
VOLUMES 55 802 124 43 455 73 121 717 62 84 713 98 3,347 APPROACH % 6% 82% 13% 8% 80% 13% 13% 80% 7% 9% 80% 11%
PEAK HR FACTOR 0.954 0.909 0.918 0.928 0.972
APP/DEPART 981 / 1,021 571 / 601 900 / 884 895 / 841 0
Raitt

NORTH SIDE
McFadden WEST SIDE EAST SIDE McFadden

SOUTH SIDE
Raitt

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 19 8 1 16 44 17 6 1 14 38 22 02 6
7:15 AM 12 8 6 24 50 963 2 2 40 32 32 10
7:30 AM 23 30 12 36 101 23 28 10 35 96 02 21 5
7:45 AM 62 19 13 44 138 60 18 11 42 131 21 22 7
8:00 AM 16 15 5 27 63 13 12 1 25 51 33 42 12
8:15 AM 6 19 2 12 39 41 811 2 35 21 10 4
8:30 AM 11 14 0 10 35 10 12 0 10 32 12 00 3
8:45 AM 5 8 4 3 20 4743 18 11 00 2
TOTAL 154 121 43 172 490 140 107 31 163 441 14 14 12 9 49 4:00 PM 13 14 7 17 51 11 13 5 17 46 21 20 5
4:15 PM 9 17 4 14 44 61 131 2 32 36 12 12
4:30 PM 12 5 7 6 30 9276 24 33 00 6
4:45 PM 7 11 4 12 34 572 1 2 26 24 20 8
5:00 PM 7 9 3 15 34 372 1 5 27 42 10 7
5:15 PM 13 16 14 15 58 12 15 13 15 55 11 10 3
5:30 PM 6 12 1 20 39 570 1 9 31 15 11 8
5:45 PM 12 17 5 13 47 71 451 2 38 53 01 9
TOTAL 79 101 45 112 337 58 76 37 108 279 21 25 8 4 58

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS

U-TURNS
Raitt Raitt McFadden McFadden

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Raitt
McFadden
Add U-Turns to Left Turns
K-1105
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Tue, Feb 9, 16 NORTH & SOUTH: LOCATION #: 40
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 120 1 2012012 0 0 0 0 0
7:00 AM 20 71 19 25 121 29 22 198 28 22 198 7 760 00 00 0 7:15 AM 33 93 33 25 173 32 45 240 42 24 250 13 1,003 00 00 0 7:30 AM 55 125 42 48 193 14 38 222 37 36 223 11 1,044 00 00 0 7:45 AM 45 123 45 36 178 15 41 254 24 32 215 11 1,019 00 00 0 8:00 AM 47 140 53 37 144 20 34 252 36 20 192 16 991 00 00 0 8:15 AM 28 82 28 32 71 15 11 249 33 14 160 16 739 00 00 0 8:30 AM 10 56 22 35 57 8 8 205 9 17 171 11 609 00 00 0
8:45 AM 19 44 19 24 61 11 13 205 8 15 151 11 581 00 00 0 VOLUMES 257 734 261 262 998 144 212 1,825 217 180 1,560 96 6,746 0 0 0 0 0 APPROACH % 21% 59% 21% 19% 71% 10% 9% 81% 10% 10% 85% 5% APP/DEPART 1,252 / 1,042 1,404 / 1,395 2,254 / 2,348 1,836 / 1,961 0

BEGIN PEAK HR
VOLUMES 180 481 173 146 688 81 158 968 139 112 880 51 4,057 APPROACH % 22% 58% 21% 16% 75% 9% 12% 77% 11% 11% 84% 5% PEAK HR FACTOR 0.869 0.897 0.967 0.909 0.972
APP/DEPART 834 / 690 915 / 939 1,265 / 1,287 1,043 / 1,141 0 4:00 PM 32 190 58 16 71 20 24 244 25 14 245 19 958 00 00 0 4:15 PM 35 173 61 22 81 21 30 210 30 16 240 28 947 00 00 0 4:30 PM 51 169 32 32 64 26 29 222 18 23 231 28 925 00 00 0 4:45 PM 50 203 56 24 93 26 34 214 28 17 235 26 1,006 00 00 0 5:00 PM 50 198 47 29 76 18 31 227 34 19 257 16 1,002 00 00 0 5:15 PM 37 193 63 32 90 25 34 216 31 20 244 20 1,005 00 00 0 5:30 PM 36 193 55 17 107 21 30 255 26 21 238 27 1,026 00 00 0 5:45 PM 59 200 55 28 96 28 38 225 40 22 195 20 1,006 00 00 0 VOLUMES 350 1,519 427 200 678 185 250 1,813 232 152 1,885 184 7,875 0 0 0 0 0 APPROACH % 15% 66% 19% 19% 64% 17% 11% 79% 10% 7% 85% 8% APP/DEPART 2,296 / 1,953 1,063 / 1,062 2,295 / 2,440 2,221 / 2,420 0

BEGIN PEAK HR
VOLUMES 182 784 220 106 369 92 133 923 131 82 934 83 4,039 APPROACH % 15% 66% 19% 19% 65% 16% 11% 78% 11% 7% 85% 8% PEAK HR FACTOR 0.944 0.933 0.954 0.941 0.984
APP/DEPART 1,186 / 1,000 567 / 582 1,187 / 1,249 1,099 / 1,208 0 Raitt

NORTH SIDE
Edinger WEST SIDE EAST SIDE Edinger

SOUTH SIDE
Raitt

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 12 32 8 17 69 10 26 6 16 58 26 21 11
7:15 AM 48 33 7 27 115 46 27 7 26 106 26 01 9
7:30 AM 86 52 24 78 240 81 47 24 75 227 55 03 13
7:45 AM 91 65 41 70 267 87 60 39 68 254 45 22 13
8:00 AM 51 57 29 55 192 48 53 28 52 181 34 13 11
8:15 AM 11 29 8 15 63 10 28 7 15 60 11 10 3
8:30 AM 7 4 2 2 15 6222 12 12 00 3
8:45 AM 8 3 2 5 18 8225 17 01 00 1
TOTAL 314 275 121 269 979 296 245 115 259 915 18 30 6 10 64 4:00 PM 27 27 14 16 84 19 23 13 13 68 84 13 16
4:15 PM 12 13 7 3 35 71 15 3 26 52 20 9
4:30 PM 17 22 5 11 55 71 44 6 31 10 8 1 5 24
4:45 PM 27 31 22 22 102 20 29 19 18 86 72 34 16
5:00 PM 11 24 9 21 65 10 17 9 20 56 17 01 9
5:15 PM 21 25 8 17 71 15 18 4 15 52 67 42 19
5:30 PM 25 16 12 12 65 21 9 7 12 49 47 50 16
5:45 PM 7 12 3 11 33 6336 18 19 05 15
TOTAL 147 170 80 113 510 105 124 64 93 386 42 46 16 20 124

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS

U-TURNS
Raitt Raitt Edinger Edinger

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Raitt
Edinger
Add U-Turns to Left Turns
K-1106
Attachment 8
File Name : H1702005
Site Code : 00000000
Start Date : 2/7/2017
Page No : 1
City: SANTA ANA
N-S Direction: BEAR STREET
E-W Direction: MACARTHUR BOULEVARD
Groups Printed- Turning Movements

BEAR STREET
Southbound

MACARTHUR

BOULEVARD
Westbound

BEAR STREET
Northbound

MACARTHUR

BOULEVARD
Eastbound
Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total 07:00 22 100 28 11 160 5 26 63 9 17 271 9 721
07:15 56 154 42 19 294 16 27 66 21 23 382 11 1111
07:30 77 198 53 30 380 13 25 49 24 26 434 19 1328
07:45 111 199 45 31 342 17 30 72 20 36 392 34 1329
Total 266 651 168 91 1176 51 108 250 74 102 1479 73 4489 08:00 47 182 53 17 129 21 33 84 13 25 406 30 1040
08:15 26 155 43 13 136 14 36 85 5 27 346 14 900
08:30 18 127 37 6 109 11 36 69 10 53 386 7 869
08:45 19 95 23 14 110 16 34 46 10 30 276 10 683
Total 110 559 156 50 484 62 139 284 38 135 1414 61 3492 *** BREAK ***
16:00 16 43 18 53 395 17 67 196 39 25 210 14 1093
16:15 13 74 19 66 388 16 59 210 59 18 214 16 1152
16:30 14 60 27 62 417 25 62 214 46 24 223 15 1189
16:45 17 62 24 65 396 25 59 227 51 20 213 21 1180
Total 60 239 88 246 1596 83 247 847 195 87 860 66 4614
17:00 17 63 25 69 386 18 58 242 46 20 240 29 1213
17:15 21 75 36 66 399 20 68 244 56 20 206 18 1229
17:30 24 63 23 58 442 27 58 220 41 31 224 26 1237
17:45 32 66 28 59 416 29 56 204 48 18 198 22 1176
Total 94 267 112 252 1643 94 240 910 191 89 868 95 4855 Grand Total 530 1716 524 639 4899 290 734 2291 498 413 4621 295 17450 Apprch % 19.1 61.9 18.9 11 84.1 5 20.8 65 14.1 7.8 86.7 5.5 Total % 3 9.8 3 3.7 28.1 1.7 4.2 13.1 2.9 2.4 26.5 1.7
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1107
Attachment 8
File Name : H1702005
Site Code : 00000000
Start Date : 2/7/2017
Page No : 2
City: SANTA ANA
N-S Direction: BEAR STREET
E-W Direction: MACARTHUR BOULEVARD

BEAR STREET
Southbound

MACARTHUR BOULEVARD
Westbound

BEAR STREET
Northbound

MACARTHUR BOULEVARD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15
07:15 56 154 42 252 19 294 16 329 27 66 21 114 23 382 11 416 1111 07:30 77 198 53 328 30 380 13 423 25 49 24 98 26 434 19 479 1328 07:45 111 199 45 355 31 342 17 390 30 72 20 122 36 392 34 462 1329 08:00 47 182 53 282 17 129 21 167 33 84 13 130 25 406 30 461 1040 Total Volume 291 733 193 1217 97 1145 67 1309 115 271 78 464 110 1614 94 1818 4808 % App. Total 23.9 60.2 15.9 7.4 87.5 5.1 24.8 58.4 16.8 6.1 88.8 5.2 PHF .655 .921 .910 .857 .782 .753 .798 .774 .871 .807 .813 .892 .764 .930 .691 .949 .904

BEAR STREET

MACARTHUR BOULEVARD

BEAR STREET
Right
291
Thru
733
Left
193
InOut Total
462 1217 1679
Right
97 Thru
1145
Left
67 OutTotal In
1922 1309 3231
Left
78 Thru
271
Right
115
Out TotalIn
910 464 1374
Left
94 Thru
1614
Right
110
TotalOut In
1514 1818 3332
Peak Hour Begins at 07:15

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1108
Attachment 8
File Name : H1702005
Site Code : 00000000
Start Date : 2/7/2017
Page No : 3
City: SANTA ANA
N-S Direction: BEAR STREET
E-W Direction: MACARTHUR BOULEVARD

BEAR STREET
Southbound

MACARTHUR BOULEVARD
Westbound

BEAR STREET
Northbound

MACARTHUR BOULEVARD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45 17 62 24 103 65 396 25 486 59 227 51 337 20 213 21 254 1180 17:00 17 63 25 105 69 386 18 473 58 242 46 346 20 240 29 289 1213 17:15 21 75 36 132 66 399 20 485 68 244 56 368 20 206 18 244 1229 17:30 24 63 23 110 58 442 27 527 58 220 41 319 31 224 26 281 1237 Total Volume 79 263 108 450 258 1623 90 1971 243 933 194 1370 91 883 94 1068 4859 % App. Total 17.6 58.4 24 13.1 82.3 4.6 17.7 68.1 14.2 8.5 82.7 8.8 PHF .823 .877 .750 .852 .935 .918 .833 .935 .893 .956 .866 .931 .734 .920 .810 .924 .982

BEAR STREET

MACARTHUR BOULEVARD

BEAR STREET
Right
79 Thru
263
Left
108
InOut Total
1285 450 1735
Right
258
Thru
1623
Left
90 OutTotal In
1234 1971 3205
Left
194
Thru
933
Right
243
Out TotalIn
444 1370 1814
Left
94 Thru
883
Right
91 TotalOut In
1896 1068 2964
Peak Hour Begins at 16:45

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1109
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC2183
Tue, May 14, 19 NORTH & SOUTH: LOCATION #: 12
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 231 2 2123023 1 0 0 0 0
7:00 AM 23 254 42 59 328 28 47 230 34 46 116 51 1,258 40 02 6 7:15 AM 32 285 28 83 324 26 67 258 35 48 141 69 1,396 30 03 6 7:30 AM 45 270 41 102 342 21 78 281 38 76 202 92 1,588 30 08 11 7:45 AM 59 234 49 94 311 40 86 250 33 87 225 73 1,541 21 18 12 8:00 AM 39 248 39 83 368 46 71 183 42 91 184 51 1,445 40 0 1 1 15 8:15 AM 47 226 36 52 341 72 85 239 41 101 204 54 1,498 70 12 10 8:30 AM 39 256 43 53 361 61 63 203 26 51 129 22 1,307 50 05 10 8:45 AM 37 246 38 65 280 63 55 174 37 51 93 31 1,170 51 16 13 VOLUMES 321 2,019 316 591 2,655 357 552 1,818 286 551 1,294 443 11,203 33 2 3 45 8 3 APPROACH % 12% 76% 12% 16% 74% 10% 21% 68% 11% 24% 57% 19% APP/DEPART 2,656 / 3,013 3,603 / 3,480 2,656 / 2,768 2,288 / 1,942 0

BEGIN PEAK HR
VOLUMES 190 978 165 331 1,362 179 320 953 154 355 815 270 6,072 APPROACH % 14% 73% 12% 18% 73% 10% 22% 67% 11% 25% 57% 19% PEAK HR FACTOR 0.936 0.942 0.899 0.935 0.956
APP/DEPART 1,333 / 1,567 1,872 / 1,858 1,427 / 1,477 1,440 / 1,170 0 4:00 PM 43 282 37 68 272 60 85 168 25 48 260 76 1,424 22 27 13 4:15 PM 45 282 37 66 295 50 61 178 33 63 234 67 1,411 41 0 1 2 17 4:30 PM 40 277 26 53 286 48 69 193 34 55 308 71 1,460 21 07 10 4:45 PM 36 281 40 68 308 45 74 177 28 70 255 87 1,469 30 26 11 5:00 PM 61 284 58 50 311 56 85 192 40 57 286 107 1,587 50 17 13 5:15 PM 53 264 41 62 317 54 97 223 30 71 247 81 1,540 20 28 12 5:30 PM 55 304 42 75 322 57 71 163 37 77 265 93 1,561 20 18 11 5:45 PM 64 284 48 53 330 50 79 164 27 76 260 77 1,512 80 0 1 1 19 VOLUMES 397 2,258 329 495 2,441 420 621 1,458 254 517 2,115 659 11,964 28 4 8 66 1 06 APPROACH % 13% 76% 11% 15% 73% 13% 27% 62% 11% 16% 64% 20% APP/DEPART 2,984 / 3,534 3,356 / 3,174 2,333 / 2,344 3,291 / 2,912 0

BEGIN PEAK HR
VOLUMES 233 1,136 189 240 1,280 217 332 742 134 281 1,058 358 6,200 APPROACH % 15% 73% 12% 14% 74% 12% 27% 61% 11% 17% 62% 21% PEAK HR FACTOR 0.967 0.956 0.863 0.943 0.977
APP/DEPART 1,558 / 1,822 1,737 / 1,678 1,208 / 1,205 1,697 / 1,495 0 Bristol

NORTH SIDE
17th WEST SIDE EAST SIDE 17th

SOUTH SIDE
Bristol

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E SW S T O T A L 7:00 AM 0 0 0 0 0 0000 0 00 00 0
7:15 AM 0 0 0 0 0 0000 0 00 00 0
7:30 AM 0 0 0 0 0 0000 0 00 00 0
7:45 AM 0 0 0 0 0 0000 0 00 00 0
8:00 AM 0 0 0 0 0 0000 0 00 00 0
8:15 AM 0 0 0 0 0 0000 0 00 00 0
8:30 AM 0 0 0 0 0 0000 0 00 00 0
8:45 AM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 00 00 0
4:15 PM 0 0 0 0 0 0000 0 00 00 0
4:30 PM 0 0 0 0 0 0000 0 00 00 0
4:45 PM 0 0 0 0 0 0000 0 00 00 0
5:00 PM 0 0 0 0 0 0000 0 00 00 0
5:15 PM 0 0 0 0 0 0000 0 00 00 0
5:30 PM 0 0 0 0 0 0000 0 00 00 0
5:45 PM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
0000 0

AMPM AM
7:30 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS
7:30 AM
PM BEGIN PEAK HR 5:00 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Bristol Bristol 17th 17th

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Bristol
17th
Add U-Turns to Left Turns
K-1110
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Wed, Feb 10, 16 NORTH & SOUTH: LOCATION #: 13
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 130 1 3012012 0 0 0 0 0
7:00 AM 15 257 12 66 336 19 35 100 24 26 44 8 942 21 00 3 7:15 AM 31 265 11 104 263 15 44 153 27 22 61 6 1,002 20 00 2 7:30 AM 28 256 15 83 297 22 49 195 28 25 77 14 1,089 11 00 2 7:45 AM 39 306 21 87 291 16 37 217 18 21 103 17 1,173 04 00 4 8:00 AM 37 240 17 72 288 27 29 182 28 45 136 25 1,126 35 00 8 8:15 AM 14 242 39 63 357 11 28 131 15 25 69 23 1,017 05 06 11 8:30 AM 18 267 27 70 357 14 24 101 14 15 63 14 984 33 00 6 8:45 AM 13 259 19 57 326 17 21 94 20 23 53 13 915 42 00 6 VOLUMES 195 2,092 161 602 2,515 141 267 1,173 174 202 606 120 8,248 15 21 0 6 42 APPROACH % 8% 85% 7% 18% 77% 4% 17% 73% 11% 22% 65% 13% APP/DEPART 2,448 / 2,500 3,258 / 2,900 1,614 / 1,921 928 / 927 0

BEGIN PEAK HR
VOLUMES 118 1,044 92 305 1,233 76 143 725 89 116 385 79 4,405 APPROACH % 9% 83% 7% 19% 76% 5% 15% 76% 9% 20% 66% 14%
PEAK HR FACTOR 0.857 0.936 0.880 0.704 0.939
APP/DEPART 1,254 / 1,281 1,614 / 1,436 957 / 1,113 580 / 575 0 4:00 PM 28 247 15 25 206 20 35 108 16 28 93 32 853 87 00 15 4:15 PM 44 335 16 37 311 29 37 101 12 21 86 33 1,062 95 00 14 4:30 PM 36 314 26 32 330 28 25 60 13 38 134 31 1,067 56 00 11 4:45 PM 41 314 20 30 296 30 56 80 17 41 133 52 1,110 43 40 11 5:00 PM 42 341 23 30 280 28 45 92 14 38 178 34 1,145 11 00 2 5:15 PM 55 371 21 38 311 30 32 153 13 38 212 17 1,291 63 00 9 5:30 PM 43 334 18 33 310 29 44 119 12 37 160 17 1,156 77 00 14 5:45 PM 52 298 8 29 300 36 61 149 21 49 144 10 1,157 53 00 8 VOLUMES 341 2,554 147 254 2,344 230 335 862 118 290 1,140 226 8,841 45 35 4 0 84 APPROACH % 11% 84% 5% 9% 83% 8% 25% 66% 9% 18% 69% 14%
APP/DEPART 3,042 / 3,146 2,828 / 2,797 1,315 / 1,228 1,656 / 1,670 0

BEGIN PEAK HR
VOLUMES 192 1,344 70 130 1,201 123 182 513 60 162 694 78 4,749 APPROACH % 12% 84% 4% 9% 83% 8% 24% 68% 8% 17% 74% 8%
PEAK HR FACTOR 0.898 0.959 0.817 0.875 0.920
APP/DEPART 1,606 / 1,618 1,454 / 1,442 755 / 699 934 / 990 0 Bristol

NORTH SIDE
Civic Center WEST SIDE EAST SIDE Civic Center

SOUTH SIDE
Bristol

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 2 7 10 5 24 2785 22 00 20 2
7:15 AM 10 4 8 11 33 8387 26 21 04 7
7:30 AM 9 12 3 10 34 71 03 6 26 22 04 8
7:45 AM 10 10 5 12 37 10 9 2 12 33 01 30 4
8:00 AM 7 6 2 6 21 5625 18 20 01 3
8:15 AM 7 9 2 2 20 7802 17 01 20 3
8:30 AM 1 9 3 5 18 1632 12 03 03 6
8:45 AM 3 6 2 12 23 261 1 0 19 10 12 4
TOTAL 49 63 35 63 210 42 55 27 49 173 7 8 8 14 37
4:00 PM 1 6 2 6 15 1415 11 02 11 4
4:15 PM 1 11 0 5 17 1804 13 03 01 4
4:30 PM 1 11 1 9 22 01 11 6 18 10 03 4
4:45 PM 0 11 0 5 16 01 00 3 13 01 02 3
5:00 PM 1 11 3 9 24 0737 17 14 02 7
5:15 PM 5 8 2 11 26 4829 23 10 02 3
5:30 PM 5 11 4 7 27 5946 24 02 01 3
5:45 PM 7 18 0 7 32 71 70 5 29 01 02 3
TOTAL 21 87 12 59 179 18 74 11 45 148 3 13 1 14 31

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Bristol
Civic Center

U-TURNS
Bristol Bristol Civic Center Civic Center

BICYCLE CROSSINGS

AMPM AM
7:30 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1111
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Tue, Feb 9, 16 NORTH & SOUTH: LOCATION #: 21
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 130 1 3012012 0 0 0 0 0
7:00 AM 12 299 16 24 375 3 21 53 17 25 26 9 880 00 00 0 7:15 AM 16 341 36 33 399 9 13 72 8 24 54 4 1,009 03 00 3 7:30 AM 16 360 52 26 369 7 29 110 9 30 64 13 1,085 01 00 1 7:45 AM 23 352 55 39 309 12 19 136 12 21 79 8 1,065 26 00 8 8:00 AM 7 310 46 33 371 11 18 69 4 17 33 14 933 06 00 6 8:15 AM 12 274 25 36 369 7 9 29 3 20 23 12 819 32 00 5
8:30 AM 11 237 21 23 307 8 13 25 7 21 15 12 700 13 00 4 8:45 AM 5 292 14 31 345 4 8 26 2 10 18 11 766 05 00 5
VOLUMES 102 2,465 265 245 2,844 61 130 520 62 168 312 83 7,257 6 26 0 0 32 APPROACH % 4% 87% 9% 8% 90% 2% 18% 73% 9% 30% 55% 15%
APP/DEPART 2,832 / 2,704 3,150 / 3,080 712 / 1,004 563 / 469 0

BEGIN PEAK HR
VOLUMES 62 1,363 189 131 1,448 39 79 387 33 92 230 39 4,092 APPROACH % 4% 84% 12% 8% 89% 2% 16% 78% 7% 25% 64% 11%
PEAK HR FACTOR 0.938 0.917 0.747 0.836 0.943
APP/DEPART 1,614 / 1,497 1,618 / 1,575 499 / 691 361 / 329 0 4:00 PM 5 338 23 30 351 12 19 30 7 43 59 11 928 05 00 5 4:15 PM 6 345 21 25 387 13 9 35 4 31 57 18 951 08 00 8
4:30 PM 13 345 26 29 353 18 12 42 7 38 64 23 970 33 00 6 4:45 PM 10 361 15 18 352 7 11 34 5 42 76 23 954 18 00 9 5:00 PM 19 333 16 20 289 14 9 32 9 64 88 29 922 36 00 9 5:15 PM 21 386 19 27 357 14 11 41 6 61 96 27 1,066 25 00 7 5:30 PM 13 399 21 22 353 14 15 39 14 50 85 22 1,047 15 00 6 5:45 PM 19 346 27 31 348 8 21 44 7 48 87 18 1,004 37 00 10 VOLUMES 106 2,853 168 202 2,790 100 107 297 59 377 612 171 7,842 13 47 0 0 60 APPROACH % 3% 91% 5% 7% 90% 3% 23% 64% 13% 33% 53% 15%
APP/DEPART 3,127 / 3,178 3,092 / 3,239 463 / 620 1,160 / 805 0

BEGIN PEAK HR
VOLUMES 72 1,464 83 100 1,347 50 56 156 36 223 356 96 4,039 APPROACH % 4% 90% 5% 7% 90% 3% 23% 63% 15% 33% 53% 14%
PEAK HR FACTOR 0.935 0.940 0.861 0.917 0.947
APP/DEPART 1,619 / 1,639 1,497 / 1,615 248 / 316 675 / 469 0 Bristol

NORTH SIDE
Santa Ana WEST SIDE EAST SIDE Santa Ana

SOUTH SIDE
Bristol

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 13 6 9 9 37 1 3 468 31 02 31 6
7:15 AM 42 16 13 11 82 40 16 12 7 75 20 14 7
7:30 AM 40 26 14 26 106 39 26 12 23 100 10 23 6
7:45 AM 43 21 5 17 86 40 20 2 16 78 31 31 8
8:00 AM 32 7 10 12 61 31 7 9 10 57 10 12 4
8:15 AM 5 3 5 7 20 5346 18 00 11 2
8:30 AM 16 10 5 6 37 1 5 533 26 15 23 11
8:45 AM 7 13 8 4 32 51 27 2 26 21 12 6
TOTAL 198 102 69 92 461 188 93 55 75 411 10 9 14 17 50
4:00 PM 5 10 7 9 31 5648 23 04 31 8
4:15 PM 8 13 13 10 44 61 15 8 30 22 82 14
4:30 PM 12 3 6 10 31 1 0 269 27 21 01 4
4:45 PM 1 3 4 10 18 0348 15 10 02 3
5:00 PM 6 15 11 10 42 61 07 7 30 05 43 12
5:15 PM 21 7 18 17 63 2 071 2 1 6 55 10 61 8
5:30 PM 36 18 12 30 96 29 18 9 24 80 70 36 16
5:45 PM 26 11 28 11 76 24 11 22 9 66 20 62 10
TOTAL 115 80 99 107 401 100 68 69 89 326 15 12 30 18 75

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS

U-TURNS
Bristol Bristol Santa Ana Santa Ana

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Bristol
Santa Ana
Add U-Turns to Left Turns
K-1112
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC2183
Tue, May 14, 19 NORTH & SOUTH: LOCATION #: 13
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TTL LANES: 231 2 311 3 0 1 30 0 0 0 0
7:00 AM 36 259 34 58 271 47 43 290 22 28 124 17 1,229 22 00 4 7:15 AM 39 329 43 65 316 34 36 318 32 23 145 23 1,403 21 01 4 7:30 AM 46 328 36 88 284 51 53 332 28 30 204 28 1,508 33 00 6 7:45 AM 57 346 48 74 259 37 62 314 30 25 258 36 1,546 22 00 4 8:00 AM 39 262 33 45 262 36 52 291 36 28 197 30 1,311 23 00 5 8:15 AM 35 266 40 56 275 32 44 293 29 29 179 23 1,301 13 00 4 8:30 AM 23 240 58 63 248 34 55 299 24 22 143 41 1,250 30 00 3 8:45 AM 24 202 37 57 229 31 36 285 26 17 137 24 1,105 10 00 1 VOLUMES 299 2,232 329 506 2,144 302 381 2,422 227 202 1,387 222 10,653 16 14 0 1 3 1 APPROACH % 10% 78% 12% 17% 73% 10% 13% 80% 7% 11% 77% 12% APP/DEPART 2,860 / 2,849 2,952 / 2,588 3,030 / 3,244 1,811 / 1,972 0

BEGIN PEAK HR
VOLUMES 181 1,265 160 272 1,121 158 203 1,255 126 106 804 117 5,768 APPROACH % 11% 79% 10% 18% 72% 10% 13% 79% 8% 10% 78% 11% PEAK HR FACTOR 0.890 0.917 0.959 0.805 0.933
APP/DEPART 1,606 / 1,594 1,551 / 1,361 1,584 / 1,679 1,027 / 1,134 0 4:00 PM 72 301 45 37 155 34 49 244 38 47 256 28 1,306 53 02 10 4:15 PM 66 288 50 39 176 39 43 279 36 41 293 38 1,388 53 01 9 4:30 PM 63 284 54 51 260 54 58 283 39 58 328 27 1,559 45 12 12 4:45 PM 70 290 40 64 266 72 42 255 42 45 339 25 1,550 73 11 12 5:00 PM 87 338 47 42 275 59 46 231 32 50 304 33 1,544 10 1 0 2 13 5:15 PM 63 310 39 46 302 64 41 282 21 61 345 39 1,613 43 00 7 5:30 PM 66 317 46 50 279 59 57 261 20 47 307 34 1,543 21 13 7 5:45 PM 63 335 53 54 246 63 48 253 33 39 287 30 1,504 31 02 6 VOLUMES 550 2,463 374 383 1,959 444 384 2,088 261 388 2,459 254 12,007 40 20 3 13 76 APPROACH % 16% 73% 11% 14% 70% 16% 14% 76% 10% 13% 79% 8% APP/DEPART 3,387 / 3,118 2,786 / 2,635 2,733 / 2,838 3,101 / 3,416 0

BEGIN PEAK HR
VOLUMES 283 1,222 180 203 1,103 249 187 1,051 134 214 1,316 124 6,266 APPROACH % 17% 73% 11% 13% 71% 16% 14% 77% 10% 13% 80% 7% PEAK HR FACTOR 0.892 0.944 0.903 0.929 0.971
APP/DEPART 1,685 / 1,543 1,555 / 1,471 1,372 / 1,427 1,654 / 1,825 0 Bristol

NORTH SIDE
1st WEST SIDE EAST SIDE 1st

SOUTH SIDE
Bristol

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 0 0 0 0 0000 0 00 00 0
7:15 AM 0 0 0 0 0 0000 0 00 00 0
7:30 AM 0 0 0 0 0 0000 0 00 00 0
7:45 AM 0 0 0 0 0 0000 0 00 00 0
8:00 AM 0 0 0 0 0 0000 0 00 00 0
8:15 AM 0 0 0 0 0 0000 0 00 00 0
8:30 AM 0 0 0 0 0 0000 0 00 00 0
8:45 AM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 00000 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 00 00 0
4:15 PM 0 0 0 0 0 0000 0 00 00 0
4:30 PM 0 0 0 0 0 0000 0 00 00 0
4:45 PM 0 0 0 0 0 0000 0 00 00 0
5:00 PM 0 0 0 0 0 0000 0 00 00 0
5:15 PM 0 0 0 0 0 0000 0 00 00 0
5:30 PM 0 0 0 0 0 0000 0 00 00 0
5:45 PM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 00000 0 0 0 0 0
0000 0

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Bristol
1st
PM BEGIN PEAK HR 4:30 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Bristol Bristol 1st 1st

AMPM AM
7:15 AM
PM
4:30 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
Add U-Turns to Left Turns
K-1113
Attachment 8
File Name : H1702008
Site Code : 00000000
Start Date : 2/7/2017
Page No : 1
City: SANTA ANA
N-S Direction: BRISTOL STREET
E-W Direction: MCFADDEN AVENUE
Groups Printed- Turning Movements

BRISTOL STREET
Southbound

MCFADDEN AVENUE
Westbound

BRISTOL STREET
Northbound

MCFADDEN AVENUE
Eastbound
Start Time Right Thru Left U-Turn Right Thru Left Right Thru Left U-Turn Right Thru Left Int. Total 07:00 41 347 20 6 18 80 43 9 170 18 0 53 94 41 940
07:15 49 378 27 6 12 103 43 11 246 26 1 53 119 72 1146
07:30 28 388 30 8 9 110 34 18 264 35 0 53 115 80 1172
07:45 52 391 34 11 12 111 33 12 255 35 2 62 110 46 1166 Total 170 1504 111 31 51 404 153 50 935 114 3 221 438 239 4424 08:00 28 367 27 13 15 95 40 10 258 18 0 57 114 68 1110
08:15 25 350 28 5 14 66 23 14 174 19 2 33 76 48 877
08:30 24 323 16 6 10 74 24 10 218 19 0 32 81 47 884
08:45 25 320 23 7 11 54 26 11 193 24 1 22 78 47 842
Total 102 1360 94 31 50 289 113 45 843 80 3 144 349 210 3713 *** BREAK ***
16:00 47 257 17 15 26 100 34 18 382 48 5 23 111 67 1150 16:15 61 258 27 6 22 102 31 17 368 41 2 24 98 71 1128
16:30 64 246 23 14 14 118 40 24 363 49 5 25 114 68 1167 16:45 62 268 21 14 19 116 32 19 384 46 3 30 122 57 1193 Total 234 1029 88 49 81 436 137 78 1497 184 15 102 445 263 4638 17:00 66 296 19 16 15 127 19 15 376 57 4 23 118 67 1218 17:15 65 298 25 8 12 122 22 30 382 43 2 23 136 63 1231
17:30 69 274 16 8 11 124 21 18 377 60 3 23 120 67 1191
17:45 56 286 19 16 11 121 28 22 320 64 1 28 113 71 1156 Total 256 1154 79 48 49 494 90 85 1455 224 10 97 487 268 4796 Grand Total 762 5047 372 159 231 1623 493 258 4730 602 31 564 1719 980 17571 Apprch % 12 79.6 5.9 2.5 9.8 69.2 21 4.6 84.1 10.7 0.6 17.3 52.7 30 Total % 4.3 28.7 2.1 0.9 1.3 9.2 2.8 1.5 26.9 3.4 0.2 3.2 9.8 5.6 Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1114
Attachment 8
File Name : H1702008
Site Code : 00000000
Start Date : 2/7/2017
Page No : 2
City: SANTA ANA
N-S Direction: BRISTOL STREET
E-W Direction: MCFADDEN AVENUE

BRISTOL STREET
Southbound

MCFADDEN AVENUE
Westbound

BRISTOL STREET
Northbound

MCFADDEN AVENUE
Eastbound
Start Time Right Thru Left U-Turn App. Total Right Thru Left App. Total Right Thru Left U-Turn App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15
07:15 49 378 27 6 460 12 103 43 158 11 246 26 1 284 53 119 07:30 28 388 30 8 454 9 110 34 153
18 264 35 0 317 53 115 80 248 1172
07:45 52 391 34 11 488 12 111 33 156 12 255 35 2 304 62 110 46 218 1166 08:00 28 367 27 13 435 15
Total Volume 157 1524 118 38 1837 48 419 150 617 51 1023 114 3 1191 225 458 266 949 4594 % App. Total 8.5 83 6.4 2.1 7.8 67.9 24.3 4.3 85.9 9.6 0.3 23.7 48.3 28 PHF .755 .974 .868 .731 .941 .800 .944 .872 .976 .708 .969 .814 .375 .939 .907 .962 .831 .957 .980

BRISTOL STREET

MCFADDEN AVENUE

BRISTOL STREET
Right
157
Thru
1524
Left
118
U-Turn
38 InOut Total
1337 1837 3174
Right
48 Thru
419
Left
150
OutTotal In
627 617 1244
Left
114
Thru
1023
Right
51 U-Turn
3 Out TotalIn
1899 1191 3090
Left
266
Thru
458
Right
225
TotalOut In
690 949 1639
Peak Hour Begins at 07:15

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1115
Attachment 8
File Name : H1702008
Site Code : 00000000
Start Date : 2/7/2017
Page No : 3
City: SANTA ANA
N-S Direction: BRISTOL STREET
E-W Direction: MCFADDEN AVENUE

BRISTOL STREET
Southbound

MCFADDEN AVENUE
Westbound

BRISTOL STREET
Northbound

MCFADDEN AVENUE
Eastbound
Start Time Righ
t Thru Left U-Turn App. Total Right Thru Left App. Total Right Thru Left U-Turn App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45 62 268 21 14 365 19 116 32 167 19 384
30 17:00 66 296 19 16 397 15 127 19 161 15 376 57 4 452 23 118 67 208 1218 17:15 65 298 25 8 396 12 122 22 156 30 382 43 2 457 23 136 63 222 1231 17:30 69 274 16 8 367 11 124 21 156 18 377 60 3 458 23 120 67 210 1191 Total Volume 262 1136 81 46 1525 57 489 94 640 82 1519 206 12 1819 99 496 254 849 4833 % App. Total 17.2 74.5 5.3 3 8.9 76.4 14.7 4.5 83.5 11.3 0.7 11.7 58.4 29.9 PHF .949 .953 .810 .719 .960 .750 .963 .734 .958 .683 .989 .858 .750 .993 .825 .912 .948 .956 .982

BRISTOL STREET

MCFADDEN AVENUE

BRISTOL STREET
Right
262
Thru
1136
Left
81 U-Turn
46 InOut Total
1830 1525 3355
Right
57 Thru
489
Left
94 OutTotal In
659 640 1299
Left
206
Thru
1519
Right
82 U-Turn
12 Out TotalIn
1329 1819 3148
Left
254
Thru
496
Right
99 TotalOut In
957 849 1806
Peak Hour Begins at 16:45

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1116
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC2183
Thu, May 16, 19 NORTH & SOUTH: LOCATION #: 15
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TTL LANES: 221 2 3013113 1 0 0 0 0
7:00 AM 40 125 29 104 291 34 30 297 55 36 143 25 1,209 02 00 2 7:15 AM 43 163 24 110 327 37 48 304 71 35 199 25 1,386 20 01 3 7:30 AM 49 182 42 79 336 33 52 292 64 54 230 35 1,448 11 01 3 7:45 AM 53 250 34 90 316 36 50 266 72 49 243 37 1,496 01 01 2 8:00 AM 45 258 57 103 315 40 53 275 76 48 179 47 1,496 01 00 1 8:15 AM 36 272 81 84 324 40 53 217 72 35 126 41 1,381 00 00 0 8:30 AM 26 205 62 74 322 36 48 221 65 49 127 29 1,264 10 02 3 8:45 AM 36 127 35 72 310 35 33 197 72 52 110 30 1,109 02 00 2 VOLUMES 328 1,582 364 716 2,541 291 367 2,069 547 358 1,357 269 10,789 4 7 0 5 16 APPROACH % 14% 70% 16% 20% 72% 8% 12% 69% 18% 18% 68% 14% APP/DEPART 2,274 / 2,225 3,548 / 3,445 2,983 / 3,147 1,984 / 1,972 0

BEGIN PEAK HR
VOLUMES 190 853 157 382 1,294 146 203 1,137 283 186 851 144 5,826 APPROACH % 16% 71% 13% 21% 71% 8% 13% 70% 17% 16% 72% 12% PEAK HR FACTOR 0.833 0.961 0.959 0.897 0.974
APP/DEPART 1,200 / 1,203 1,822 / 1,763 1,623 / 1,676 1,181 / 1,184 0 4:00 PM 68 304 50 84 211 30 53 206 36 32 219 93 1,386 00 10 1 4:15 PM 80 289 54 72 192 43 43 227 36 35 247 79 1,397 10 11 3 4:30 PM 73 295 54 44 205 35 44 208 44 45 243 77 1,367 20 02 4 4:45 PM 80 284 44 77 195 36 51 193 36 38 255 72 1,361 20 00 2 5:00 PM 72 277 56 55 237 47 53 231 35 53 265 68 1,449 20 01 3 5:15 PM 59 254 50 81 202 42 51 210 46 36 257 69 1,357 02 10 3 5:30 PM 70 291 63 66 176 36 54 207 49 40 260 72 1,384 10 20 3 5:45 PM 72 282 50 70 192 47 54 207 30 42 260 67 1,373 01 00 1 VOLUMES 574 2,276 421 549 1,610 316 403 1,689 312 321 2,006 597 11,074 8 3 5 4 20 APPROACH % 18% 70% 13% 22% 65% 13% 17% 70% 13% 11% 69% 20% APP/DEPART 3,271 / 3,274 2,475 / 2,247 2,404 / 2,660 2,924 / 2,893 0

BEGIN PEAK HR
VOLUMES 305 1,145 208 248 829 161 191 859 151 171 1,010 296 5,574 APPROACH % 18% 69% 13% 20% 67% 13% 16% 72% 13% 12% 68% 20% PEAK HR FACTOR 0.980 0.913 0.941 0.957 0.962
APP/DEPART 1,658 / 1,631 1,238 / 1,154 1,201 / 1,319 1,477 / 1,470 0 Bristol

NORTH SIDE
Warner WEST SIDE EAST SIDE Warner

SOUTH SIDE
Bristol

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 0 0 0 0 000 0 0 00 00 0
7:15 AM 0 0 0 0 0 000 0 0 00 00 0
7:30 AM 0 0 0 0 0 000 0 0 00 00 0
7:45 AM 0 0 0 0 0 000 0 0 00 00 0
8:00 AM 0 0 0 0 0 000 0 0 00 00 0
8:15 AM 0 0 0 0 0 000 0 0 00 00 0
8:30 AM 0 0 0 0 0 000 0 0 00 00 0
8:45 AM 0 0 0 0 0 000 0 0 00 00 0
TOTAL 00 0 00 000 0 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 000 0 0 00 00 0
4:15 PM 0 0 0 0 0 000 0 0 00 00 0
4:30 PM 0 0 0 0 0 000 0 0 00 00 0
4:45 PM 0 0 0 0 0 000 0 0 00 00 0
5:00 PM 0 0 0 0 0 000 0 0 00 00 0
5:15 PM 0 0 0 0 0 000 0 0 00 00 0
5:30 PM 0 0 0 0 0 000 0 0 00 00 0
5:45 PM 0 0 0 0 0 000 0 0 00 00 0
TOTAL 00 0 00 000 0 0 0 0 0 0 0
000 0 0

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Bristol
Warner
PM BEGIN PEAK HR 4:15 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Bristol Bristol Warner Warner

AMPM AM
7:15 AM
PM
4:15 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
Add U-Turns to Left Turns
K-1117
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Tue, Feb 9, 16 NORTH & SOUTH: LOCATION #: 46
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 130 1 3012012 0 0 0 0 0
7:00 AM 6 92 12 45 252 33 14 166 16 19 100 11 766 00 00 0 7:15 AM 12 143 29 62 244 39 41 232 10 23 122 11 968 00 00 0 7:30 AM 17 188 30 80 249 25 26 232 24 25 171 18 1,085 00 00 0 7:45 AM 22 176 32 76 234 21 64 220 20 44 151 24 1,084 00 00 0 8:00 AM 11 189 39 53 244 29 50 193 26 25 88 15 962 00 00 0 8:15 AM 12 179 23 38 250 25 49 166 21 26 62 12 863 10 00 1 8:30 AM 4 236 21 27 259 36 56 164 20 18 51 12 904 00 00 0 8:45 AM 9 223 13 33 265 36 55 143 18 16 77 22 910 00 00 0 VOLUMES 93 1,426 199 414 1,997 244 355 1,516 155 196 822 125 7,542 1 0 0 0 1 APPROACH % 5% 83% 12% 16% 75% 9% 18% 75% 8% 17% 72% 11% APP/DEPART 1,718 / 1,906 2,655 / 2,349 2,026 / 2,129 1,143 / 1,158 0

BEGIN PEAK HR
VOLUMES 62 696 130 271 971 114 181 877 80 117 532 68 4,099 APPROACH % 7% 78% 15% 20% 72% 8% 16% 77% 7% 16% 74% 9%
PEAK HR FACTOR 0.929 0.958 0.936 0.818 0.944
APP/DEPART 888 / 945 1,356 / 1,168 1,138 / 1,278 717 / 708 0 4:00 PM 33 218 38 20 165 31 43 135 11 32 248 24 998 00 00 0 4:15 PM 17 229 32 20 179 43 48 141 15 30 259 16 1,029 01 00 1 4:30 PM 21 269 29 21 188 27 53 152 11 26 249 13 1,059 00 00 0 4:45 PM 30 328 43 25 183 35 45 139 6 37 243 20 1,134 00 00 0 5:00 PM 38 320 50 26 195 39 47 154 11 34 272 10 1,196 10 00 1 5:15 PM 38 319 69 26 185 40 47 191 13 29 258 15 1,230 00 00 0 5:30 PM 46 321 49 16 200 48 46 189 13 19 250 18 1,215 00 00 0 5:45 PM 50 310 55 20 230 42 52 154 17 32 252 8 1,222 10 00 1 VOLUMES 273 2,314 365 174 1,525 305 381 1,255 97 239 2,031 124 9,083 2 1 0 0 3 APPROACH % 9% 78% 12% 9% 76% 15% 22% 72% 6% 10% 85% 5%
APP/DEPART 2,952 / 2,820 2,004 / 1,863 1,733 / 1,793 2,394 / 2,607 0

BEGIN PEAK HR
VOLUMES 172 1,270 223 88 810 169 192 688 54 114 1,032 51 4,863 APPROACH % 10% 76% 13% 8% 76% 16% 21% 74% 6% 10% 86% 4% PEAK HR FACTOR 0.977 0.914 0.930 0.947 0.988
APP/DEPART 1,665 / 1,513 1,067 / 980 934 / 999 1,197 / 1,371 0 Bristol

NORTH SIDE
Segerstrom WEST SIDE EAST SIDE Segerstrom

SOUTH SIDE
Bristol

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 8 6 4 3 21 1341 9 73 02 12
7:15 AM 3 16 0 3 22 2701 10 19 02 12
7:30 AM 11 7 8 6 32 1275 15 10 5 1 1 17
7:45 AM 4 7 2 4 17 0023 5 47 01 12
8:00 AM 1 2 5 3 11 0052 7 12 01 4
8:15 AM 2 0 3 2 7 1031 5 10 01 2
8:30 AM 4 3 1 2 10 2001 3 23 11 7
8:45 AM 2 2 5 3 12 2143 10 01 10 2
TOTAL 35 43 28 26 132 9 13 25 17 64 26 30 3 9 68
4:00 PM 16 3 10 8 37 3164 14 13 2 4 4 23
4:15 PM 10 6 3 5 24 0121 4 10 5 1 4 20
4:30 PM 16 5 8 7 36 1343 11 15 2 4 4 25
4:45 PM 6 5 6 6 23 1043 8 55 23 15
5:00 PM 9 2 6 6 23 0254 11 90 12 12
5:15 PM 13 1 4 7 25 1136 11 12 0 1 1 14
5:30 PM 8 3 17 2 30 31 1 6 1 21 52 11 9
5:45 PM 6 0 3 4 13 1013 5 50 21 8
TOTAL 84 25 57 45 211 10 9 41 25 85 74 16 16 20 126

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Bristol
Segerstrom

U-TURNS
Bristol Bristol Segerstrom Segerstrom

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1118
Attachment 8
File Name : H1702006
Site Code : 00000000
Start Date : 2/15/2017
Page No : 1
City: SANTA ANA
N-S Direction: BRISTOL STREET
E-W Direction: ALTON AVENUE
Groups Printed- Turning Movements

BRISTOL STREET
Southbound

ALTON AVENUE
Westbound

BRISTOL STREET
Northbound

ALTON AVENUE
Eastbound
Start Time Right Thru Left U-Turn Right Thru Left Right Thru Left U-Turn Right Thru Left Peds Int. Total 07:00 30 305 9 0 7 6 2 2 122 7 1 31 9 28 0 559
07:15 47 369 4 0 7 10 11 3 137 15 0 34 19 36 0 692
07:30 82 373 8 0 14 31 6 1 166 12 0 55 42 50 0 840
07:45 64 388 11 0 9 33 6 1 148 10 2 52 28 74 0 826
Total 223 1435 32 0 37 80 25 7 573 44 3 172 98 188 0 2917 08:00 27 394 11 0 9 10 7 1 158 8 0 43 24 76 0 768
08:15 21 343 7 0 10 11 4 2 143 6 0 35 15 75 0 672
08:30 19 312 6 0 11 7 3 0 142 6 2 20 16 36 0 580
08:45 18 306 13 1 4 12 4 3 126 7 0 13 12 18 0 537
Total 85 1355 37 1 34 40 18 6 569 27 2 111 67 205 0 2557 *** BREAK ***
16:00 21 204 10 0 28 17 7 8 448 37 1 12 19 41 0 853
16:15 24 200 11 2 15 23 8 3 381 33 4 17 17 39 0 777
16:30 24 214 12 0 27 20 10 5 406 30 7 14 26 43 0 838
16:45 28 219 16 1 21 34 7 8 417 36 4 12 29 48 0 880
Total 97 837 49 3 91 94 32 24 1652 136 16 55 91 171 0 3348 17:00 31 204 9 1 26 26 7 5 383 35 3 13 26 45 0 814
17:15 27 212 17 1 25 51 7 5 405 48 6 23 22 46 0 895
17:30 25 234 12 1 16 34 7 7 426 34 3 24 24 50 0 897
17:45 25 220 19 0 29 34 7 9 381 37 3 22 23 35 0 844
Total 108 870 57 3 96 145 28 26 1595 154 15 82 95 176 0 3450 Grand Total 513 4497 175 7 258 359 103 63 4389 361 36 420 351 740 0 12272 Apprch % 9.9 86.6 3.4 0.1 35.8 49.9 14.3 1.3 90.5 7.4 0.7 27.8 23.2 49 0 Total % 4.2 36.6 1.4 0.1 2.1 2.9 0.8 0.5 35.8 2.9 0.3 3.4 2.9 6 0 Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1119
Attachment 8
File Name : H1702007
Site Code : 00000000
Start Date : 2/7/2017
Page No : 1
City: SANTA ANA
N-S Direction: BRISTOL STREET
E-W Direction: MACARTHUR BOULEVARD
Groups Printed- Turning Movements

BRISTOL STREET
Southbound

MACARTHUR BOULEVARD
Westbound

BRISTOL STREET
Northbound

MACARTHUR BOULEVARD
Eastbound
Start Time Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Int. Total 07:00 20 276 34 0 26 139 44 0 21 78 15 4 23 172 23 0 875 07:15 37 323 48 1 30 241 41 4 16 86 10 2 19 291 37 1 1187 07:30 45 328 70 0 39 360 38 1 24 98 22 3 66 384 35 0 1513 07:45 34 336 83 1 33 292 49 2 28 121 30 5 69 324 51 1 1459 Total 136 1263 235 2 128 1032 172 7 89 383 77 14 177 1171 146 2 5034 08:00 32 379 86 1 31 122 39 4 26 119 11 2 64 351 50 1 1318 08:15 32 334 75 0 25 109 46 6 38 125 13 3 75 294 47 1 1223 08:30 20 274 44 0 32 92 51 8 34 107 11 1 70 332 62 0 1138 08:45 27 262 35 3 14 113 59 8 25 113 17 7 55 258 37 0 1033 Total 111 1249 240 4 102 436 195 26 123 464 52 13 264 1235 196 2 4712 *** BREAK ***
16:00 23 170 42 8 55 344 68 2 61 313 73 4 27 176 87 1 1454 16:15 30 174 39 6 59 370 83 0 56 350 62 11 31 166 92 1 1530 16:30 30 198 48 6 57 378 70 0 58 340 59 14 32 197 82 0 1569 16:45 27 183 57 5 74 355 61 0 72 346 67 13 46 195 87 0 1588 Total 110 725 186 25 245 1447 282 2 247 1349 261 42 136 734 348 2 6141 17:00 26 191 39 8 59 366 76 0 73 353 56 8 39 209 89 1 1593 17:15 31 210 45 11 74 385 63 0 58 350 67 13 45 190 80 2 1624 17:30 41 212 44 7 74 384 57 0 49 337 86 15 34 178 86 1 1605 17:45 34 213 57 7 92 339 61 0 51 295 91 16 45 183 89 1 1574 Total 132 826 185 33 299 1474 257 0 231 1335 300 52 163 760 344 5 6396 Grand Total 489 4063 846 64 774 4389 906 35 690 3531 690 121 740 3900 1034 11 22283 Apprch % 9 74.4 15.5 1.2 12.7 71.9 14.8 0.6 13.7 70.2 13.7 2.4 13 68.6 18.2 0.2 Total % 2.2 18.2 3.8 0.3 3.5 19.7 4.1 0.2 3.1 15.8 3.1 0.5 3.3 17.5 4.6 0 Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1120
Attachment 8
File Name : H1702007
Site Code : 00000000
Start Date : 2/7/2017
Page No : 2
City: SANTA ANA
N-S Direction: BRISTOL STREET
E-W Direction: MACARTHUR BOULEVARD

BRISTOL STREET
Southbound

MACARTHUR BOULEVARD
Westbound

BRISTOL STREET
Northbound

MACARTHUR BOULEVARD
Eastbound
Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30
07:30 45 328 70 0 443 39 360 38 1 438 24 98 22 3 147 66 384 35 0 485 1513 07:45 34 336 83 1 454 33 292 49 2 376 28 121 30 5 184 69 324 51 1 445 1459 08:00 32 379 86 498 31 122 39 4 196 26 119 11 2 158 64 351 50 1 466 1318 08:15 32 334 75 0 441 25 109 46 6 186 38 125 13 3 179 75 294 47 1 417 1223 Total Volume 143 1377 314 2 1836 128 883 172 13 1196 116 463 76 13 668 274 1353 183 3 1813 5513 % App. Total
PHF .794 .908 .913 .500 .922 .821 .613 .878 .542 .683 .763 .926 .633 .650 .908 .913 .881 .897 .750 .935 .911

BRISTOL STREET

MACARTHUR BOULEVARD

BRISTOL STREET
Right
143
Thru
1377
Left
314
U-Turn
2 InOut Total
774 1836 2610
Right
128
Thru
883
Left
172
U-Turn
13 OutTotal In
1783 1196 2979
Left
76 Thru
463
Right
116
U-Turn
13 Out TotalIn
1823 668 2491
Left
183
Thru
1353
Right
274
U-Turn
3 TotalOut In
1102 1813 2915
Peak Hour Begins at 07:30

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1121
Attachment 8
File Name : H1702007
Site Code : 00000000
Start Date : 2/7/2017
Page No : 3
City: SANTA ANA
N-S Direction: BRISTOL STREET
E-W Direction: MACARTHUR BOULEVARD

BRISTOL STREET
Southbound

MACARTHUR BOULEVARD
Westbound

BRISTOL STREET
Northbound

MACARTHUR BOULEVARD
Eastbound
Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45 27 183 57 5 272 74 498 46
17:00 26 191 39 8 264 59 366 76 0 501 73 353 56 8 490 39 209 89 1 338 17:15 31 210 45 11 297 74 385 63 0 522 58 350 67 13 488 45 190 80 2 317 1624 17:30 41 212 44 7 304 74 384 57 0 515 49 337 86 15 487 34 178 86 1 299 1605 Total Volume 125 796 185 31 1137 281 1490 257 0 2028 252 1386 276 49 1963 164 772 342 4 1282 6410 % App. Total 11 70 16.3 2.7 13.9 73.5 12.7 0 12.8 70.6 14.1 2.5 12.8 60.2 26.7 0.3 PHF .762 .939 .811 .705 .935 .949 .968 .845 .000 .971 .863 .982 .802 .817 .985 .891 .923 .961 .500 .948 .987

BRISTOL STREET

MACARTHUR BOULEVARD

BRISTOL STREET
Right
125
Thru
796
Left
185
U-Turn
31 InOut Total
2009 1137 3146
Right
281
Thru
1490
Left
257
U-Turn
0 OutTotal In
1209 2028 3237
Left
276
Thru
1386
Right
252
U-Turn
49 Out TotalIn
1217 1963 3180
Left
342
Thru
772
Right
164
U-Turn
4 TotalOut In
1891 1282 3173
Peak Hour Begins at 16:45

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1122
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Tue, Mar 1, 16 NORTH & SOUTH: LOCATION #: 14
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 2 2 . 5 1 . 52 312 2 . 5 1 . 5 23 1 0 0 0 0
7:00 AM 20 112 12 30 301 14 15 94 61 59 55 32 805 02 04 6 7:15 AM 16 121 19 41 356 9 16 115 79 54 68 25 919 00 02 2 7:30 AM 20 97 26 43 351 18 34 205 85 74 108 34 1,095 02 03 5 7:45 AM 32 104 35 84 339 29 15 265 111 49 140 34 1,237 20 00 2 8:00 AM 23 103 26 47 284 29 27 259 101 55 76 35 1,065 20 04 6 8:15 AM 15 139 43 61 359 23 33 176 69 58 60 29 1,065 31 05 9 8:30 AM 17 117 28 47 254 27 23 134 69 69 51 38 874 11 07 9 8:45 AM 20 114 28 56 285 26 22 98 63 49 82 33 876 01 07 8 VOLUMES 163 907 217 409 2,529 175 185 1,346 638 467 640 260 7,936 8 7 0 32 47 APPROACH % 13% 70% 17% 13% 81% 6% 9% 62% 29% 34% 47% 19% APP/DEPART 1,287 / 1,359 3,113 / 3,610 2,169 / 1,997 1,367 / 970 0

BEGIN PEAK HR
VOLUMES 90 443 130 235 1,333 99 109 905 366 236 384 132 4,462 APPROACH % 14% 67% 20% 14% 80% 6% 8% 66% 27% 31% 51% 18% PEAK HR FACTOR 0.841 0.922 0.882 0.843 0.902
APP/DEPART 663 / 687 1,667 / 1,930 1,380 / 1,279 752 / 566 0 4:00 PM 139 353 49 33 143 36 63 104 49 42 162 65 1,238 31 43 11 4:15 PM 152 356 47 28 158 46 81 125 47 52 168 63 1,323 52 64 17 4:30 PM 148 341 54 44 185 41 64 102 39 56 218 83 1,375 65 37 21 4:45 PM 150 347 44 43 152 38 67 111 53 65 253 70 1,393 42 78 21 5:00 PM 138 339 67 48 167 44 68 122 47 52 228 80 1,400 62 35 16 5:15 PM 165 318 46 40 173 50 68 131 53 62 246 87 1,439 44 36 17 5:30 PM 155 331 48 57 188 54 73 149 54 53 259 64 1,485 04 56 15 5:45 PM 161 321 50 48 192 58 72 148 59 85 239 78 1,511 22 46 14 VOLUMES 1,208 2,706 405 341 1,358 367 556 992 401 467 1,773 590 11,164 30 22 35 4 5 132 APPROACH % 28% 63% 9% 17% 66% 18% 29% 51% 21% 17% 63% 21% APP/DEPART 4,319 / 3,839 2,066 / 2,211 1,949 / 1,761 2,830 / 3,353 0

BEGIN PEAK HR
VOLUMES 619 1,309 211 193 720 206 281 550 213 252 972 309 5,835 APPROACH % 29% 61% 10% 17% 64% 18% 27% 53% 20% 16% 63% 20% PEAK HR FACTOR 0.983 0.936 0.935 0.953 0.965
APP/DEPART 2,139 / 1,896 1,119 / 1,174 1,044 / 965 1,533 / 1,800 0 Bristol

NORTH SIDE
Sunflower WEST SIDE EAST SIDE Sunflower

SOUTH SIDE
Bristol

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 13 5 4 4 26 1 3 244 23 03 00 3
7:15 AM 3 1 5 0 9 3030 6 01 20 3
7:30 AM 3 3 1 5 12 3314 11 00 01 1
7:45 AM 3 4 0 2 9 3202 7 02 00 2
8:00 AM 5 3 0 2 10 4302 9 10 00 1
8:15 AM 5 2 2 3 12 5112 9 01 11 3
8:30 AM 13 6 6 1 26 1 1 561 23 21 00 3
8:45 AM 6 3 2 6 17 5325 15 10 01 2
TOTAL 51 27 20 23 121 47 19 17 20 103 4 8 3 3 18
4:00 PM 13 4 7 8 32 1 2 468 30 10 10 2
4:15 PM 9 5 5 1 20 7551 18 20 00 2
4:30 PM 21 13 5 11 50 17 11 5 9 42 42 02 8
4:45 PM 18 9 3 11 41 15 8 3 11 37 31 00 4
5:00 PM 11 4 13 10 38 11 3 9 10 33 01 40 5
5:15 PM 8 4 7 6 25 8466 24 00 10 1
5:30 PM 13 5 5 6 29 1 2 445 25 11 11 4
5:45 PM 16 5 7 5 33 1 6 465 31 01 10 2
TOTAL 109 49 52 58 268 98 43 44 55 240 11 6 8 3 28

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Bristol
Sunflower

U-TURNS
Bristol Bristol Sunflower Sunflower

BICYCLE CROSSINGS

AMPM AM
7:30 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1123
Attachment 8
Prepared by National Data & Surveying Services
ID: Historical Day:

City: Costa Mesa Date:

AM 7 1928 0 0 AM
NOON 0000 NOON
PM 19 2105 0 0 PM

AM NOON PM PM NOON AM
0500 2 1160 0 651

1.5 299 0 71
000 0 1.5 349 0 118
000 0 TEV 4454 0 6353 0 000
000 0 PHF 0.97 0.97
33 0 190 2 0041

AM NOON PM PM NOON AM
PM 0 0 2052 179 PM
NOON 0000 NOON
AM 0 0 1459 187 AM
Peak Hour Turning Movement Count
2644
Total Vehicles (PM) T otal Vehicles (PM)
Bristol St & I-405 NB Ramps
Thursday
10/11/2018

CONTROL

WESTBOUND
07:45 AM - 08:45 AM
Total Vehicles (NOON)
Pedestrians (Crosswalks)
Total Vehicles (NOON)
187

COUNT PERIODS
Total Vehicles (AM)

PEAK HOURS
Total Vehicles (AM)
NONE
04:45 PM - 05:45 PM
2110
3212
0 Signalized
I-405 NB Ramps

EASTBOUND
Bristol St
2079
0 Bristol St

SOUTHBOUND
04:00 PM - 06:00 PM

NORTHBOUND
179
0 I-405 NB Ramps
07:00 AM - 09:00 AM
NONE
78 0 318
NOONAM PM0
0 0
0 0
0 0
0 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
`
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
K-1124
Attachment 8
Prepared by National Data & Surveying Services
ID: Historical Day:

City: Costa Mesa Date:

AM 830 965 0 0 AM
NOON 0000 NOON
PM 862 1476 0 3 PM

AM NOON PM PM NOON AM
2300 0 000
0 000
000 00 000
561 0 725 3 TEV 4065 0 5038 0 000
000 0 PHF 0.96 0.94
513 0 324 1 0140

AM NOON PM PM NOON AM
PM 0 124 1524 0 PM
NOON 0000 NOON
AM 0 110 1086 0 AM
Peak Hour Turning Movement Count
1800
Total Vehicles (PM) T otal Vehicles (PM)
Bristol St & I-405 SB Ramps
Thursday
10/11/2018

CONTROL

WESTBOUND
07:45 AM - 08:45 AM
Total Vehicles (NOON)
Pedestrians (Crosswalks)
Total Vehicles (NOON)
0 COUNT PERIODS
Total Vehicles (AM)

PEAK HOURS
Total Vehicles (AM)
NONE
05:00 PM - 06:00 PM
1647
2252
0 Signalized
I-405 SB Ramps

EASTBOUND
Bristol St
1478
0 Bristol St

SOUTHBOUND
04:00 PM - 06:00 PM

NORTHBOUND
0 0
I-405 SB Ramps
07:00 AM - 09:00 AM
NONE
940 0 986
NOONAM PM0
0 0
0 0
0 0
0 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
`
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
K-1125
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Thu, Feb 11, 16 NORTH & SOUTH: LOCATION #: 23
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 121 1 2113112 1 0 0 0 0
7:00 AM 11 120 17 30 104 24 11 85 18 16 63 26 525 00 00 0 7:15 AM 14 199 19 36 131 20 24 146 24 22 78 25 738 00 00 0 7:30 AM 17 234 36 38 156 17 26 202 20 35 92 33 906 00 00 0 7:45 AM 26 194 35 50 156 25 33 193 23 18 73 22 848 00 00 0 8:00 AM 26 152 23 37 102 11 26 141 10 22 67 49 666 10 00 1 8:15 AM 10 95 28 47 85 20 20 104 14 10 51 35 519 00 00 0 8:30 AM 13 128 19 26 86 9 6 50 11 14 42 25 429 10 00 1
8:45 AM 20 105 13 24 63 4 15 52 8 18 36 26 384 20 00 2
VOLUMES 137 1,227 190 288 883 130 161 973 128 155 502 241 5,015 4 0 0 0 4 APPROACH % 9% 79% 12% 22% 68% 10% 13% 77% 10% 17% 56% 27% APP/DEPART 1,554 / 1,629 1,301 / 1,170 1,262 / 1,451 898 / 765 0

BEGIN PEAK HR
VOLUMES 83 779 113 161 545 73 109 682 77 97 310 129 3,158 APPROACH % 9% 80% 12% 21% 70% 9% 13% 79% 9% 18% 58% 24% PEAK HR FACTOR 0.849 0.843 0.871 0.838 0.871
APP/DEPART 975 / 1,017 779 / 720 868 / 956 536 / 465 0
4:00 PM 19 161 17 28 111 14 19 84 11 26 82 20 592 00 00 0 4:15 PM 25 148 23 23 94 7 13 105 17 37 71 30 593 00 00 0 4:30 PM 18 152 13 30 123 11 42 123 13 34 98 33 690 00 00 0 4:45 PM 31 171 18 39 133 10 26 82 20 25 97 25 677 00 00 0 5:00 PM 26 152 16 24 125 9 47 103 15 43 149 56 765 10 00 1 5:15 PM 33 210 12 19 120 14 22 90 13 46 125 29 733 00 00 0 5:30 PM 29 191 13 17 131 13 33 95 12 26 119 35 714 10 00 1 5:45 PM 2 4 2 0 6 1 4 9 9 0 7 1 56 91 13 09 8 2 8 601 00 00 0 VOLUMES 205 1,391 126 189 927 85 217 751 112 267 839 256 5,365 2 0 0 0 2 APPROACH % 12% 81% 7% 16% 77% 7% 20% 70% 10% 20% 62% 19% APP/DEPART 1,722 / 1,864 1,201 / 1,308 1,080 / 1,066 1,362 / 1,127 0

BEGIN PEAK HR
VOLUMES 119 724 59 99 509 46 128 370 60 140 490 145 2,889 APPROACH % 13% 80% 7% 15% 78% 7% 23% 66% 11% 18% 63% 19% PEAK HR FACTOR 0.884 0.898 0.845 0.781 0.944
APP/DEPART 902 / 997 654 / 711 558 / 528 775 / 653 0
Flower

NORTH SIDE
Santa Ana WEST SIDE EAST SIDE Santa Ana

SOUTH SIDE
Flower

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 7 10 13 18 48 119 1 4 25 69 44 23
7:15 AM 7 9 27 23 66 3 0 26 16 45 49 17 21
7:30 AM 6 8 23 20 57 1 1 16 17 35 57 73 22
7:45 AM 2 4 55 25 86 0 0 53 22 75 24 23 11
8:00 AM 3 8 17 12 40 20 1 7 9 28 18 03 12
8:15 AM 5 9 17 6 37 04 1 6 3 23 55 13 14
8:30 AM 10 15 15 9 49 00 1 1 9 20 10 15 4 0 29
8:45 AM 11 24 9 26 70 418 2 6 39 72 3 10 31
TOTAL 51 87 176 139 453 11 7 156 116 290 40 80 20 23 163 4:00 PM 2 7 7 22 38 025 1 7 24 25 25 14
4:15 PM 8 14 9 26 57 408 2 4 36 41 4 12 21
4:30 PM 10 5 8 10 33 1169 17 94 21 16
4:45 PM 2 3 10 13 28 0189 18 22 24 10
5:00 PM 1 9 6 12 28 015 1 2 18 18 10 10
5:15 PM 5 5 6 4 20 1333 10 42 31 10
5:30 PM 1 3 5 8 17 1248 15 01 10 2
5:45 PM 4 3 5 10 22 1029 12 33 31 10
TOTAL 33 49 56 105 243 8 10 41 91 150 25 39 15 14 93

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Flower
Santa Ana

U-TURNS
Flower Flower Santa Ana Santa Ana

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1126
Attachment 8
File Name : H1702009
Site Code : 00000000
Start Date : 2/9/2017
Page No : 1
City: SANTA ANA
N-S Direction: FLOWER STREET
E-W Direction: 1ST STREET
Groups Printed- Turning Movements

FLOWER STREET
Southbound
1ST STREET
Westbound

FLOWER STREET
Northbound
1ST STREET
Eastbound
Start Time Right Thru Left Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left Int. Total 07:00 13 106 37 21 158 32 2 37 110 22 1 18 324 25 906
07:15 12 113 35 35 201 42 10 44 143 39 0 15 383 39 1111 07:30 16 132 55 21 205 39 18 32 155 32 1 18 364 35 1123 07:45 13 162 46 40 235 45 12 41 175 40 0 16 363 39 1227 Total 54 513 173 117 799 158 42 154 583 133 2 67 1434 138 4367 08:00 15 130 33 23 194 29 7 37 111 22 0 9 359 47 1016
08:15 17 58 32 23 168 39 6 32 78 21 1 15 329 37 856
08:30 15 61 35 20 145 28 0 28 69 16 2 9 319 33 780
08:45 24 60 39 16 139 17 1 29 61 18 0 17 293 25 739
Total 71 309 139 82 646 113 14 126 319 77 3 50 1300 142 3391 *** BREAK ***
16:00 30 82 49 28 305 52 3 28 97 34 0 21 288 35 1052
16:15 34 94 46 29 358 41 2 28 142 35 2 16 271 44 1142
16:30 22 140 37 20 336 40 8 29 122 35 0 16 264 31 1100
16:45 26 114 51 31 360 53 3 33 143 25 0 25 291 34 1189
Total 112 430 183 108 1359 186 16 118 504 129 2 78 1114 144 4483 17:00 37 115 47 36 327 53 3 39 159 34 3 18 312 35 1218
17:15 34 110 40 34 364 45 2 35 150 35 0 25 293 29 1196
17:30 34 113 27 41 322 39 5 37 154 29 2 30 285 36 1154
17:45 25 118 36 47 317 43 8 27 141 34 1 23 303 32 1155
Total 130 456 150 158 1330 180 18 138 604 132 6 96 1193 132 4723 Grand Total 367 1708 645 465 4134 637 90 536 2010 471 13 291 5041 556 16964 Apprch % 13.5 62.8 23.7 8.7 77.6 12 1.7 17.7 66.3 15.5 0.4 4.9 85.6 9.4 Total % 2.2 10.1 3.8 2.7 24.4 3.8 0.5 3.2 11.8 2.8 0.1 1.7 29.7 3.3 Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1127
Attachment 8
File Name : H1702009
Site Code : 00000000
Start Date : 2/9/2017
Page No : 2
City: SANTA ANA
N-S Direction: FLOWER STREET
E-W Direction: 1ST STREET

FLOWER STREET
Southbound
1ST STREET
Westbound

FLOWER STREET
Northbound
1ST STREET
Eastbound
Start Time Right Thru Left App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15
07:15 12 113 35 160 35 201 42 10 288 44 383 437 1111
07:30 16
132 55 203 21 205 39 18 1 220 18 364 35 417 1123
07:45 13 162 46 221 40 235 45 12 332 175 40 0 256 16 363 39 418 1227 08:00 15 130 33 178 23 194 29 7 253 37 111 22 0 170 9 359 47 415 1016 Total Volume 56 537 169 762 119 835 155 47 1156 154 584 133 1 872 58 1469 160 1687 4477 % App. Total 7.3 70.5 22.2 10.3 72.2 13.4 4.1 17.7 67 15.3 0.1 3.4 87.1 9.5 PHF .875 .829 .768 .862 .744 .888 .861 .653 .870 .875 .834 .831 .250 .852 .806 .959 .851 .965 .912

FLOWER STREET
1ST STREET
1ST STREET

FLOWER STREET
Right
56 Thru
537
Left
169
InOut Total
863 762 1625
Right
119
Thru
835
Left
155
U-Turn
47 OutTotal In
1792 1156 2948
Left
133
Thru
584
Right
154
U-Turn
1 Out TotalIn
750 872 1622
Left
160
Thru
1469
Right
58 TotalOut In
1024 1687 2711
Peak Hour Begins at 07:15

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1128
Attachment 8
File Name : H1702009
Site Code : 00000000
Start Date : 2/9/2017
Page No : 3
City: SANTA ANA
N-S Direction: FLOWER STREET
E-W Direction: 1ST STREET

FLOWER STREET
Southbound
1ST STREET
Westbound

FLOWER STREET
Northbound
1ST STREET
Eastbound
Start Time Righ
t Thru Left App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45 26 114 51 53 447 33 143 25 0 201 25 291 34 350 1189 17:00 37
115 47 199 39 159 34 3 235 18 312 35 365 1218
17:15 34 110 40 184 34 364 45 2 445 35 150 35 0 220 25 293 29 347 1196 17:30 34 113 27 174 41 322 39 5 30 285 36 351 1154
Total Volume 131 452 165 748 142 1373 190 13 1718 144 606 123 5 878 98 1181 134 1413 4757 % App. Total 17.5 60.4 22.1 8.3 79.9 11.1 0.8 16.4 69 14 0.6 6.9 83.6 9.5 PHF .885 .983 .809 .940 .866 .943 .896 .650 .961 .923 .953 .879 .417 .934 .817 .946 .931 .968 .976

FLOWER STREET
1ST STREET
1ST STREET

FLOWER STREET
Right
131
Thru
452
Left
165
InOut Total
882 748 1630
Right
142
Thru
1373
Left
190
U-Turn
13 OutTotal In
1490 1718 3208
Left
123
Thru
606
Right
144
U-Turn
5 Out TotalIn
740 878 1618
Left
134
Thru
1181
Right
98 TotalOut In
1627 1413 3040
Peak Hour Begins at 16:45

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1129
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Thu, Feb 11, 16 NORTH & SOUTH: LOCATION #: 36
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 110 1 1011011 0 0 0 0 0
7 : 0 0 A M 87 55 1 4 7 581 2 8 6 1 087 9 5 385 00 00 0 7:15 AM 8 102 8 10 89 10 13 134 12 12 92 15 505 00 00 0 7:30 AM 13 105 10 14 85 13 13 139 19 16 120 15 562 00 00 0 7:45 AM 15 111 8 18 90 15 11 145 5 22 112 13 565 00 00 0 8:00 AM 21 102 10 21 88 12 12 140 6 11 91 12 526 00 00 0 8:15 AM 98 28 1 5 6 671 3 8 961 3 6 6 4 378 00 00 0
8:30 AM 56 4 1 0 1 0 7 981 0 8 14 95 9 8 347 00 00 0
8:45 AM 76 36 9 5 4 1 099 041 1 7 6 3 342 00 00 0
VOLUMES 86 704 65 111 626 83 93 904 66 102 695 75 3,610 0 0 0 0 0 APPROACH % 10% 82% 8% 14% 76% 10% 9% 85% 6% 12% 80% 9%
APP/DEPART 855 / 872 820 / 794 1,063 / 1,080 872 / 864 0

BEGIN PEAK HR
VOLUMES 57 420 36 63 352 50 49 558 42 61 415 55 2,158
APPROACH % 11% 82% 7% 14% 76% 11% 8% 86% 6% 11% 78% 10% PEAK HR FACTOR 0.957 0.945 0.949 0.879 0.955
APP/DEPART 513 / 524 465 / 455 649 / 657 531 / 522 0
4:00 PM 11 106 6 6 65 9 9 121 9 9 126 18 495 00 00 0
4:15 PM 10 137 5 8 93 13 8 106 4 12 136 15 547 00 00 0
4:30 PM 12 119 5 14 64 18 12 100 2 15 126 13 500 00 00 0 4:45 PM 8 135 7 8 75 17 10 110 4 9 148 7 538 00 00 0
5:00 PM 10 135 9 14 60 9 15 109 4 6 131 17 519 00 00 0
5:15 PM 9 143 10 10 95 16 15 100 3 13 145 21 580 00 00 0 5:30 PM 10 139 7 10 105 10 15 127 5 10 142 21 601 00 00 0 5:45 PM 11 127 7 10 78 19 16 123 6 17 153 22 589 00 00 0 VOLUMES 81 1,041 56 80 635 111 100 896 37 91 1,107 134 4,369 0 0 0 0 0 APPROACH % 7% 88% 5% 10% 77% 13% 10% 87% 4% 7% 83% 10%
APP/DEPART 1,178 / 1,275 826 / 763 1,033 / 1,032 1,332 / 1,299 0

BEGIN PEAK HR
VOLUMES 40 544 33 44 338 54 61 459 18 46 571 81 2,289
APPROACH % 6% 88% 5% 10% 78% 12% 11% 85% 3% 7% 82% 12%
PEAK HR FACTOR 0.952 0.872 0.915 0.909 0.952
APP/DEPART 617 / 686 436 / 402 538 / 536 698 / 665 0
Flower

NORTH SIDE
McFadden WEST SIDE EAST SIDE McFadden

SOUTH SIDE
Flower

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 8 9 9 5 31 2175 15 68 20 16
7:15 AM 7 2 3 4 16 1024 7 62 10 9
7:30 AM 15 9 7 14 45 107 1 2 20 14 9 0 2 25
7:45 AM 8 19 9 15 51 308 1 5 26 51 9 10 25
8:00 AM 4 5 3 9 21 2039 14 25 00 7
8:15 AM 3 7 5 11 26 3249 18 05 12 8
8:30 AM 2 2 2 6 12 1114 7 11 12 5
8:45 AM 2 2 0 4 8 0004 4 22 00 4
TOTAL 49 55 38 68 210 13 4 32 62 111 36 51 6 6 99
4:00 PM 10 7 13 10 40 30 1 1 9 23 77 21 17
4:15 PM 7 8 7 5 27 0175 13 77 00 14
4:30 PM 4 3 3 3 13 3022 7 13 11 6
4:45 PM 3 7 6 6 22 2066 14 17 00 8
5:00 PM 8 3 0 8 19 2006 8 63 02 11
5:15 PM 4 6 7 7 24 1166 14 35 11 10
5:30 PM 11 8 8 7 34 1087 16 10 8 0 0 18
5:45 PM 6 11 4 4 25 1442 11 57 02 14
TOTAL 53 53 48 50 204 13 6 44 43 106 40 47 4 7 98

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Flower
McFadden

U-TURNS
Flower Flower McFadden McFadden

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1130
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Tue, Feb 9, 16 NORTH & SOUTH: LOCATION #: 47
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 120 1 2012012 0 0 0 0 0
7:00 AM 16 50 12 28 108 31 33 200 68 18 96 10 670 00 00 0 7:15 AM 16 84 14 25 149 16 24 252 65 18 114 11 788 00 00 0 7:30 AM 14 96 27 21 155 27 37 272 91 20 181 17 958 00 00 0 7:45 AM 14 88 17 20 110 41 54 299 61 15 133 19 871 00 00 0 8:00 AM 10 52 9 32 95 18 29 287 44 9 77 5 667 00 00 0
8:15 AM 11 42 10 26 99 9 10 204 16 8 82 6 523 00 00 0
8:30 AM 14 51 9 40 82 5 4 190 20 7 63 2 487 00 00 0
8:45 AM 10 32 11 24 80 5 5 179 21 2 83 9 461 00 00 0
VOLUMES 105 495 109 216 878 152 196 1,883 386 97 829 79 5,425 0 0 0 0 0 APPROACH % 15% 70% 15% 17% 70% 12% 8% 76% 16% 10% 82% 8% APP/DEPART 709 / 770 1,246 / 1,361 2,465 / 2,208 1,005 / 1,086 0

BEGIN PEAK HR
VOLUMES 60 318 70 94 522 115 148 1,023 285 71 524 57 3,287 APPROACH % 13% 71% 16% 13% 71% 16% 10% 70% 20% 11% 80% 9% PEAK HR FACTOR 0.818 0.900 0.879 0.748 0.858
APP/DEPART 448 / 523 731 / 878 1,456 / 1,187 652 / 699 0 4:00 PM 35 162 18 21 71 15 38 138 19 16 281 32 846 00 00 0 4:15 PM 26 157 17 13 69 18 28 156 13 13 277 23 810 00 00 0 4:30 PM 43 185 23 13 83 10 29 152 29 20 287 18 892 00 00 0 4:45 PM 26 194 22 20 72 21 31 153 19 20 296 30 904 00 00 0 5:00 PM 29 201 24 15 81 28 52 170 13 20 274 19 926 00 00 0 5:15 PM 31 219 20 17 80 22 44 211 23 16 317 19 1,019 00 00 0 5:30 PM 30 208 16 15 97 22 33 199 23 19 315 17 994 00 00 0 5:45 PM 25 182 16 16 96 29 22 175 20 17 302 22 922 00 00 0 VOLUMES 245 1,508 156 130 649 165 277 1,354 159 141 2,349 180 7,313 0 0 0 0 0 APPROACH % 13% 79% 8% 14% 69% 17% 15% 76% 9% 5% 88% 7%
APP/DEPART 1,909 / 1,965 944 / 949 1,790 / 1,640 2,670 / 2,759 0

BEGIN PEAK HR
VOLUMES 115 810 76 63 354 101 151 755 79 72 1,208 77 3,861 APPROACH % 11% 81% 8% 12% 68% 19% 15% 77% 8% 5% 89% 6%
PEAK HR FACTOR 0.927 0.918 0.886 0.964 0.947
APP/DEPART 1,001 / 1,038 518 / 505 985 / 894 1,357 / 1,424 0 Flower

NORTH SIDE
Segerstrom WEST SIDE EAST SIDE Segerstrom

SOUTH SIDE
Flower

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 5 5 1 8 19 3418 16 21 00 3
7:15 AM 8 17 6 28 59 51 452 6 50 33 12 9
7:30 AM 27 34 9 54 124 26 32 9 53 120 12 01 4
7:45 AM 27 56 20 132 235 27 55 19 132 233 01 10 2
8:00 AM 1 2 0 11 14 120 1 1 14 00 00 0
8:15 AM 2 2 2 8 14 2206 10 00 22 4
8:30 AM 1 1 2 2 6 0111 3 10 11 3
8:45 AM 1 1 0 1 3 0001 1 11 00 2
TOTAL 72 118 40 244 474 64 110 35 238 447 8 8 5 6 27
4:00 PM 1 11 3 11 26 01 131 1 25 10 00 1
4:15 PM 2 9 4 2 17 1622 11 13 20 6
4:30 PM 3 7 2 8 20 1626 15 21 02 5
4:45 PM 5 7 1 12 25 451 1 1 21 12 01 4
5:00 PM 3 5 4 14 26 141 1 0 16 21 34 10
5:15 PM 1 5 8 5 19 0275 14 13 10 5
5:30 PM 4 6 1 4 15 2614 13 20 00 2
5:45 PM 6 7 0 4 17 3702 12 30 02 5
TOTAL 25 57 23 60 165 12 47 17 51 127 13 10 6 9 38

BICYCLE CROSSINGS

AMPM AM
7:00 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS

U-TURNS
Flower Flower Segerstrom Segerstrom

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Flower
Segerstrom
Add U-Turns to Left Turns
K-1131
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Tue, Feb 9, 16 NORTH & SOUTH: LOCATION #: 53
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 120 1 2013013 0 0 0 0 0
7:00 AM 9 26 20 36 60 51 28 315 14 6 142 9 716 00 00 0
7:15 AM 5 32 17 40 70 54 54 424 15 11 218 17 957 00 01 1 7:30 AM 6 44 25 35 88 100 45 478 16 16 297 16 1,166 00 10 1 7:45 AM 4 35 13 45 104 67 30 460 27 12 197 15 1,009 00 11 2 8:00 AM 6 25 15 36 76 32 29 443 18 12 161 7 860 00 10 1 8:15 AM 9 32 15 47 82 21 24 438 33 10 171 13 895 00 01 1 8:30 AM 10 27 16 36 47 20 23 368 21 17 148 17 750 00 00 0 8:45 AM 10 21 12 30 65 24 13 329 16 8 128 11 667 00 00 0 VOLUMES 59 242 133 305 592 369 246 3,255 160 92 1,462 105 7,020 0 0 3 3 6 APPROACH % 14% 56% 31% 24% 47% 29% 7% 89% 4% 6% 88% 6%
APP/DEPART 434 / 590 1,266 / 841 3,661 / 3,696 1,659 / 1,893 0

BEGIN PEAK HR
VOLUMES 21 136 70 156 338 253 158 1,805 76 51 873 55 3,992 APPROACH % 9% 60% 31% 21% 45% 34% 8% 89% 4% 5% 89% 6%
PEAK HR FACTOR 0.757 0.837 0.946 0.744 0.856
APP/DEPART 227 / 346 747 / 463 2,039 / 2,033 979 / 1,150 0 4:00 PM 17 121 16 25 44 36 46 240 14 10 454 35 1,058 00 00 0 4:15 PM 22 134 7 18 39 31 45 217 10 15 476 38 1,052 00 11 2 4:30 PM 23 124 15 15 51 49 45 249 11 15 477 33 1,107 00 03 3 4:45 PM 22 144 17 15 39 39 56 244 10 8 451 38 1,083 00 10 1 5:00 PM 35 167 13 19 44 45 49 242 15 12 504 44 1,189 00 00 0 5:15 PM 33 190 17 17 52 41 49 221 21 16 464 45 1,166 00 10 1 5:30 PM 38 140 28 24 49 54 47 245 10 15 463 35 1,148 00 00 0 5:45 PM 21 112 13 21 52 49 55 247 14 16 480 46 1,126 00 00 0 VOLUMES 211 1,132 126 154 370 344 392 1,905 105 107 3,769 314 8,929 0 0 3 4 7 APPROACH % 14% 77% 9% 18% 43% 40% 16% 79% 4% 3% 90% 7%
APP/DEPART 1,469 / 1,835 868 / 578 2,402 / 2,189 4,190 / 4,327 0

BEGIN PEAK HR
VOLUMES 127 609 71 81 197 189 200 955 60 59 1,911 170 4,629 APPROACH % 16% 75% 9% 17% 42% 40% 16% 79% 5% 3% 89% 8%
PEAK HR FACTOR 0.841 0.919 0.961 0.955 0.973
APP/DEPART 807 / 978 467 / 316 1,215 / 1,107 2,140 / 2,228 0 Flower

NORTH SIDE
MacArthur WEST SIDE EAST SIDE MacArthur

SOUTH SIDE
Flower

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 1 3 5 4 13 1343 11 00 11 2
7:15 AM 2 6 3 14 25 263 1 4 25 00 00 0
7:30 AM 4 6 8 3 21 3683 20 10 00 1
7:45 AM 2 12 5 6 25 21 25 6 25 00 00 0
8:00 AM 1 8 3 1 13 1831 13 00 00 0
8:15 AM 0 20 3 7 30 02 02 5 27 00 12 3
8:30 AM 1 11 7 3 22 01 05 2 17 11 21 5
8:45 AM 1 2 3 1 7 1221 6 00 10 1
TOTAL 12 68 37 39 156 10 67 32 35 144 2 1 5 4 12
4:00 PM 3 10 2 4 19 2914 16 11 10 3
4:15 PM 5 3 1 2 11 5311 10 00 01 1
4:30 PM 4 4 0 0 8 1300 4 31 00 4
4:45 PM 2 2 2 2 8 1102 4 11 20 4
5:00 PM 1 4 5 7 17 1427 14 00 30 3
5:15 PM 4 2 5 0 11 3250 10 10 00 1
5:30 PM 0 2 3 3 8 0131 5 01 02 3
5:45 PM 5 4 10 2 21 3492 18 20 10 3
TOTAL 24 31 28 20 103 16 27 21 17 81 8 4 7 3 22

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Flower
MacArthur

U-TURNS
Flower Flower MacArthur MacArthur

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1132
Attachment 8
Prepared by National Data & Surveying Services
ID: Historical Day:

City: Orange Date:

AM 169 1013 194 0 AM
NOON 0000 NOON
PM 230 893 142 0 PM

AM NOON PM PM NOON AM
0320 1 201 0 225
2 502 0 270
000 02 251 0 309
343 0 290 2 TEV 4161 0 4756 0 000
485 0 413 3 PHF 0.95 0.90
210 0 185 0 0231

AM NOON PM PM NOON AM
PM 0 300 919 430 PM
NOON 0000 NOON
AM 0 82 567 294 AM
Peak Hour Turning Movement Count
1329
Total Vehicles (PM) T otal Vehicles (PM)
Main St & La Veta Ave
Tuesday
08/28/2018

CONTROL

WESTBOUND
07:30 AM - 08:30 AM
Total Vehicles (NOON)
Pedestrians (Crosswalks)
Total Vehicles (NOON)
973

COUNT PERIODS
Total Vehicles (AM)

PEAK HOURS
Total Vehicles (AM)
NONE
05:00 PM - 06:00 PM
1135
1410
0 Signalized
La Veta Ave

EASTBOUND
Main St
1532
0 Main St

SOUTHBOUND
04:00 PM - 06:00 PM

NORTHBOUND
985
0 La Veta Ave
07:00 AM - 09:00 AM
NONE
521 0 1032
NOONAM PM0
0 0
0 0
0 0
0 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
`
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
K-1133
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC2183
Tue, May 14, 19 NORTH & SOUTH: LOCATION #: 16
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 230 2 302 2 . 5 0 . 5 22 1 0 0 0 0
7:00 AM 3 121 34 5 255 43 16 23 5 27 46 1 579 12 00 3
7:15 AM 8 140 43 4 355 62 31 31 7 31 37 6 755 00 00 0
7:30 AM 0 165 72 9 328 66 39 67 3 62 58 2 871 02 00 2
7:45 AM 8 237 70 10 306 60 35 65 5 50 73 3 922 11 01 3
8:00 AM 6 177 52 8 307 53 38 63 4 51 47 4 810 11 01 3
8:15 AM 13 177 53 4 290 78 34 35 3 33 45 5 770 11 00 2
8:30 AM 6 165 38 6 219 61 36 37 12 35 36 5 656 00 00 0
8:45 AM 12 160 46 9 233 46 20 19 10 29 36 4 624 14 01 6 VOLUMES 56 1,342 408 55 2,293 469 249 340 49 318 378 30 5,987 5 11 0 3 19 APPROACH % 3% 74% 23% 2% 81% 17% 39% 53% 8% 44% 52% 4%
APP/DEPART 1,806 / 1,632 2,817 / 2,662 638 / 795 726 / 898 0

BEGIN PEAK HR
VOLUMES 27 756 247 31 1,231 257 146 230 15 196 223 14 3,373 APPROACH % 3% 73% 24% 2% 81% 17% 37% 59% 4% 45% 52% 3%
PEAK HR FACTOR 0.817 0.942 0.897 0.859 0.915
APP/DEPART 1,030 / 921 1,519 / 1,443 391 / 505 433 / 504 0 4:00 PM 9 201 37 15 241 40 46 54 28 27 39 14 751 06 00 6 4:15 PM 17 194 35 16 277 41 53 65 21 48 29 8 804 12 02 5 4:30 PM 21 218 26 9 267 36 60 61 33 36 41 8 816 23 01 6 4:45 PM 23 213 37 12 257 27 66 80 13 46 42 16 832 15 00 6 5:00 PM 22 247 57 19 243 43 69 79 25 51 34 24 913 26 00 8 5:15 PM 25 246 43 8 282 33 83 92 26 50 42 18 948 15 00 6 5:30 PM 19 229 40 11 262 34 72 70 22 36 31 14 840 04 01 5 5:45 PM 28 208 39 12 187 30 61 62 15 28 29 12 711 06 03 9 VOLUMES 164 1,756 314 102 2,016 284 510 563 183 322 287 114 6,615 7 37 0 7 51 APPROACH % 7% 79% 14% 4% 84% 12% 41% 45% 15% 45% 40% 16% APP/DEPART 2,234 / 2,417 2,402 / 2,521 1,256 / 949 723 / 728 0

BEGIN PEAK HR
VOLUMES 89 935 177 50 1,044 137 290 321 86 183 149 72 3,533 APPROACH % 7% 78% 15% 4% 85% 11% 42% 46% 12% 45% 37% 18% PEAK HR FACTOR 0.921 0.953 0.867 0.918 0.932
APP/DEPART 1,201 / 1,317 1,231 / 1,316 697 / 529 404 / 371 0 Main

NORTH SIDE
Mainplace WEST SIDE EAST SIDE Mainplace

SOUTH SIDE
Main

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E SW S T O T A L 7:00 AM 0 0 0 0 0 0000 0 00 00 0
7:15 AM 0 0 0 0 0 0000 0 00 00 0
7:30 AM 0 0 0 0 0 0000 0 00 00 0
7:45 AM 0 0 0 0 0 0000 0 00 00 0
8:00 AM 0 0 0 0 0 0000 0 00 00 0
8:15 AM 0 0 0 0 0 0000 0 00 00 0
8:30 AM 0 0 0 0 0 0000 0 00 00 0
8:45 AM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
AM BEGIN PEAK HR 0000 0
4:00 PM 0 0 0 0 0 0000 0 00 00 0
4:15 PM 0 0 0 0 0 0000 0 00 00 0
4:30 PM 0 0 0 0 0 0000 0 00 00 0
4:45 PM 0 0 0 0 0 0000 0 00 00 0
5:00 PM 0 0 0 0 0 0000 0 00 00 0
5:15 PM 0 0 0 0 0 0000 0 00 00 0
5:30 PM 0 0 0 0 0 0000 0 00 00 0
5:45 PM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
0000 0

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Main
Mainplace
PM BEGIN PEAK HR 4:45 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Main Main Mainplace Mainplace

AMPM AM
7:30 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS
7:30 AM
Add U-Turns to Left Turns
K-1134
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC2183
Tue, May 14, 19 NORTH & SOUTH: LOCATION #: 17
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 221 2 2023023 0 0 0 0 0
7:00 AM 19 107 16 23 233 12 27 300 16 64 222 6 1,045 00 13 4 7:15 AM 27 164 20 37 287 13 26 301 22 64 294 5 1,260 00 01 1 7:30 AM 33 190 37 48 288 14 20 302 14 88 337 4 1,375 00 02 2 7:45 AM 36 218 62 61 268 23 29 304 14 100 347 4 1,466 00 11 2 8:00 AM 30 180 42 47 232 19 39 305 10 69 309 5 1,287 00 13 4 8:15 AM 29 130 15 43 220 13 30 287 23 48 255 15 1,108 00 22 4 8:30 AM 16 125 35 34 201 17 26 265 24 39 220 11 1,013 00 13 4 8:45 AM 22 138 14 30 195 15 29 218 17 32 192 18 920 00 12 3 VOLUMES 212 1,252 241 323 1,924 126 226 2,282 140 504 2,176 68 9,474 0 0 7 17 24 APPROACH % 12% 73% 14% 14% 81% 5% 9% 86% 5% 18% 79% 2%
APP/DEPART 1,705 / 1,539 2,373 / 2,551 2,648 / 2,863 2,748 / 2,521 0

BEGIN PEAK HR
VOLUMES 126 752 161 193 1,075 69 114 1,212 60 321 1,287 18 5,388 APPROACH % 12% 72% 15% 14% 80% 5% 8% 87% 4% 20% 79% 1%
PEAK HR FACTOR 0.822 0.950 0.979 0.901 0.919
APP/DEPART 1,039 / 882 1,337 / 1,449 1,386 / 1,573 1,626 / 1,484 0 4:00 PM 39 236 54 33 164 28 43 273 20 47 263 17 1,217 01 23 6 4:15 PM 56 253 49 40 188 30 48 300 26 37 259 20 1,306 00 21 3 4:30 PM 47 243 49 44 196 26 47 283 15 50 279 24 1,303 01 22 5 4:45 PM 45 255 63 42 193 22 56 313 18 55 291 16 1,369 00 12 3 5:00 PM 47 257 58 45 172 37 67 328 13 34 249 11 1,318 00 80 8 5:15 PM 52 254 36 46 175 41 49 325 22 32 228 16 1,276 00 21 3 5:30 PM 46 242 41 51 176 31 46 291 18 37 299 13 1,291 00 20 2 5:45 PM 38 263 40 50 158 19 59 276 22 41 280 7 1,253 00 32 5 VOLUMES 370 2,003 390 351 1,422 234 415 2,389 154 333 2,148 124 10,333 0 2 22 11 3 5 APPROACH % 13% 72% 14% 17% 71% 12% 14% 81% 5% 13% 82% 5% APP/DEPART 2,763 / 2,522 2,007 / 1,898 2,958 / 3,139 2,605 / 2,774 0

BEGIN PEAK HR
VOLUMES 195 1,008 219 171 749 115 218 1,224 72 176 1,078 71 5,296 APPROACH % 14% 71% 15% 17% 72% 11% 14% 81% 5% 13% 81% 5% PEAK HR FACTOR 0.979 0.973 0.928 0.915 0.967
APP/DEPART 1,422 / 1,285 1,035 / 992 1,514 / 1,618 1,325 / 1,401 0 Main

NORTH SIDE
17th WEST SIDE EAST SIDE 17th

SOUTH SIDE
Main

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E SW S T O T A L 7:00 AM 0 0 0 0 0 0000 0 00 00 0
7:15 AM 0 0 0 0 0 0000 0 00 00 0
7:30 AM 0 0 0 0 0 0000 0 00 00 0
7:45 AM 0 0 0 0 0 0000 0 00 00 0
8:00 AM 0 0 0 0 0 0000 0 00 00 0
8:15 AM 0 0 0 0 0 0000 0 00 00 0
8:30 AM 0 0 0 0 0 0000 0 00 00 0
8:45 AM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 00 00 0
4:15 PM 0 0 0 0 0 0000 0 00 00 0
4:30 PM 0 0 0 0 0 0000 0 00 00 0
4:45 PM 0 0 0 0 0 0000 0 00 00 0
5:00 PM 0 0 0 0 0 0000 0 00 00 0
5:15 PM 0 0 0 0 0 0000 0 00 00 0
5:30 PM 0 0 0 0 0 0000 0 00 00 0
5:45 PM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
0000 0

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Main
17th
PM BEGIN PEAK HR 4:15 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Main Main 17th 17th

AMPM AM
7:15 AM
PM
4:15 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
Add U-Turns to Left Turns
K-1135
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Thu, Feb 11, 16 NORTH & SOUTH: LOCATION #: 14
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 120 1 2012012 0 0 0 0 0
7:00 AM 19 158 9 12 248 29 8 80 16 6 65 3 653 00 00 0
7:15 AM 35 205 12 13 242 21 19 106 27 8 125 12 825 00 00 0 7:30 AM 35 219 13 15 251 47 20 112 16 9 137 5 879 00 00 0 7:45 AM 30 234 25 16 257 47 20 159 25 14 166 10 1,003 00 00 0 8:00 AM 32 207 25 12 251 37 27 146 27 10 115 5 894 00 00 0 8:15 AM 32 188 17 17 254 42 19 64 24 6 80 14 757 00 00 0 8:30 AM 31 189 10 13 251 22 15 63 39 9 68 5 715 00 00 0 8:45 AM 20 175 8 8 203 22 17 53 32 3 49 5 595 00 00 0
VOLUMES 234 1,575 119 106 1,957 267 145 783 206 65 805 59 6,321 0 0 0 0 0 APPROACH % 12% 82% 6% 5% 84% 11% 13% 69% 18% 7% 87% 6%
APP/DEPART 1,928 / 1,779 2,330 / 2,228 1,134 / 1,008 929 / 1,306 0

BEGIN PEAK HR
VOLUMES 132 865 75 56 1,001 152 86 523 95 41 543 32 3,601 APPROACH % 12% 81% 7% 5% 83% 13% 12% 74% 13% 7% 88% 5%
PEAK HR FACTOR 0.927 0.945 0.863 0.811 0.898
APP/DEPART 1,072 / 983 1,209 / 1,137 704 / 654 616 / 827 0 4:00 PM 17 275 24 10 199 10 30 126 29 14 59 5 798 00 00 0 4:15 PM 17 238 13 9 201 19 34 118 22 7 57 12 747 00 00 0 4:30 PM 27 291 12 6 227 10 39 187 24 6 77 14 920 10 00 1 4:45 PM 17 278 25 18 240 21 51 228 22 6 87 9 1,002 00 00 0 5:00 PM 18 245 24 23 248 18 42 241 36 16 119 4 1,034 00 00 0 5:15 PM 23 268 29 11 241 11 20 190 18 8 86 10 915 00 00 0 5:30 PM 24 258 16 8 210 21 14 120 30 17 76 17 811 00 00 0 5:45 PM 23 271 16 13 226 15 11 97 15 9 76 9 781 00 00 0 VOLUMES 166 2,124 159 98 1,792 125 241 1,307 196 83 637 80 7,008 1 0 0 0 1 APPROACH % 7% 87% 6% 5% 89% 6% 14% 75% 11% 10% 80% 10%
APP/DEPART 2,449 / 2,445 2,015 / 2,072 1,744 / 1,564 800 / 927 0

BEGIN PEAK HR
VOLUMES 85 1,082 90 58 956 60 152 846 100 36 369 37 3,871 APPROACH % 7% 86% 7% 5% 89% 6% 14% 77% 9% 8% 83% 8%
PEAK HR FACTOR 0.952 0.929 0.861 0.795 0.936
APP/DEPART 1,257 / 1,271 1,074 / 1,093 1,098 / 994 442 / 513 0 Main

NORTH SIDE
Civic Center WEST SIDE EAST SIDE Civic Center

SOUTH SIDE
Main

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 9 1 2 3 15 9023 14 01 00 1
7:15 AM 1 1 15 3 20 11 1 4 3 19 00 10 1
7:30 AM 1 7 6 2 16 0642 12 11 20 4
7:45 AM 0 6 6 6 18 0464 14 02 02 4
8:00 AM 8 5 8 1 22 8281 19 03 00 3
8:15 AM 18 1 8 8 35 1 7 167 31 10 21 4
8:30 AM 13 6 7 7 33 1 3 657 31 00 20 2
8:45 AM 12 0 10 5 27 1 2 074 23 00 31 4
TOTAL 62 27 62 35 186 60 20 52 31 163 2 7 10 4 23
4:00 PM 6 6 8 7 27 6557 23 01 30 4
4:15 PM 7 4 7 19 37 746 1 5 32 00 14 5
4:30 PM 10 7 15 6 38 1 061 45 35 01 11 3
4:45 PM 6 4 11 3 24 6393 21 01 20 3
5:00 PM 48 9 16 1 74 4 851 41 68 04 20 6
5:15 PM 5 5 7 1 18 4271 14 13 00 4
5:30 PM 8 3 6 2 19 8362 19 00 00 0
5:45 PM 6 3 15 1 25 60 1 1 1 18 03 40 7
TOTAL 96 41 85 40 262 95 28 72 35 230 1 13 13 5 32

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
4:30 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS

U-TURNS
Main Main Civic Center Civic Center

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Main
Civic Center
Add U-Turns to Left Turns
K-1136
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Thu, Feb 11, 16 NORTH & SOUTH: LOCATION #: 26
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 12X X 20XXX 0 . 5 20 . 5 0 0 0 0
7:00 AM 10 149 0 0 240 25 0 0 0 14 152 6 596 00 00 0
7:15 AM 16 220 0 0 273 22 0 0 0 19 153 14 717 00 00 0
7:30 AM 16 241 0 0 270 26 0 0 0 15 233 15 816 00 00 0
7:45 AM 1 5 3 3 4 0 02 5 8 1 7 0008 2 0 3 1 5 850 00 00 0 8:00 AM 18 245 0 0 262 29 0 0 0 16 225 18 813 00 00 0
8:15 AM 11 207 0 0 235 42 0 0 0 17 148 15 675 00 00 0
8:30 AM 15 217 0 0 288 28 0 0 0 15 144 9 716 00 00 0
8:45 AM 15 167 0 0 203 26 0 0 0 13 116 14 554 00 00 0
VOLUMES 116 1,780 0 0 2,029 215 0 0 0 117 1,374 106 5,737 0 0 0 0 0 APPROACH % 6% 94% 0% 0% 90% 10% 0% 0% 0% 7% 86% 7%
APP/DEPART 1,896 / 1,886 2,244 / 2,146 0 / 0 1,597 / 1,705 0

BEGIN PEAK HR
VOLUMES 65 1,040 0 0 1,063 94 0 0 0 58 814 62 3,196
APPROACH % 6% 94% 0% 0% 92% 8% 0% 0% 0% 6% 87% 7%
PEAK HR FACTOR 0.792 0.977 0.000 0.888 0.940
APP/DEPART 1,105 / 1,102 1,157 / 1,121 0 / 0 934 / 973 0 4 : 0 0 P M 1 2 2 6 1 0 02 1 9 9000 1 7 1 4 6 1 8 682 00 00 0 4:15 PM 1 0 2 5 1 0 02 1 8 1 2 0002 1 1 3 1 3 619 00 00 0 4:30 PM 1 2 3 0 2 0 02 1 7 7000 1 5 1 2 2 1 7 692 00 00 0 4:45 PM 10 330 0 0 247 12 0 0 0 15 157 19 790 00 00 0
5:00 PM 16 250 0 0 300 15 0 0 0 18 127 25 751 00 00 0
5:15 PM 14 319 0 0 263 12 0 0 0 15 177 20 820 00 00 0
5:30 PM 11 282 0 0 230 11 0 0 0 14 169 17 734 00 00 0
5:45 PM 6 254 0 0 252 10 0 0 0 15 147 20 704 00 00 0
VOLUMES 91 2,249 0 0 1,946 88 0 0 0 111 1,158 149 5,792 0 0 0 0 0 APPROACH % 4% 96% 0% 0% 96% 4% 0% 0% 0% 8% 82% 11%
APP/DEPART 2,340 / 2,398 2,034 / 2,057 0 / 0 1,418 / 1,337 0

BEGIN PEAK HR
VOLUMES 51 1,181 0 0 1,040 50 0 0 0 62 630 81 3,095
APPROACH % 4% 96% 0% 0% 95% 5% 0% 0% 0% 8% 82% 10%
PEAK HR FACTOR 0.906 0.865 0.000 0.912 0.944
APP/DEPART 1,232 / 1,262 1,090 / 1,102 0 / 0 773 / 731 0 Main

NORTH SIDE
Santa Ana WEST SIDE EAST SIDE Santa Ana

SOUTH SIDE
Main

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 7 7 2 4 20 4524 15 32 00 5
7:15 AM 11 13 17 7 48 11 11 14 7 43 02 30 5
7:30 AM 7 20 22 6 55 61 8 2 16 51 12 10 4
7:45 AM 6 5 6 6 23 6565 22 00 01 1
8:00 AM 8 5 8 4 25 6473 20 21 11 5
8:15 AM 4 3 5 6 18 3254 14 11 02 4
8:30 AM 4 2 7 8 21 2267 17 20 11 4
8:45 AM 1 0 6 2 9 1032 6 00 30 3
TOTAL 48 55 73 43 219 39 47 64 38 188 9 8 9 5 31
4:00 PM 7 5 6 8 26 5456 20 21 12 6
4:15 PM 4 4 7 14 29 447 1 4 29 00 00 0
4:30 PM 11 8 10 15 44 879 1 3 37 31 12 7
4:45 PM 12 2 11 9 34 1 121 06 29 10 13 5
5:00 PM 9 8 6 21 44 865 2 0 39 12 11 5
5:15 PM 8 18 6 21 53 81 862 1 53 00 00 0
5:30 PM 12 2 10 9 33 1 0 197 27 21 12 6
5:45 PM 3 3 10 11 27 3289 22 01 22 5
TOTAL 66 50 66 108 290 57 44 59 96 256 9 6 7 12 34

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS

U-TURNS
Main Main Santa Ana Santa Ana

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Main
Santa Ana
Add U-Turns to Left Turns
K-1137
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Thu, Feb 11, 16 NORTH & SOUTH: LOCATION #: 25
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 020 0 2001001 0 0 0 0 0
7:00 AM 0 169 4 0 244 8 0 12 5 0 10 6 458 00 00 0
7:15 AM 0 202 5 0 276 4 0 21 2 0 18 6 534 00 00 0
7:30 AM 0 251 4 0 258 7 0 25 2 0 27 9 583 00 00 0
7:45 AM 0 271 9 0 261 3 0 25 3 0 35 5 612 00 00 0
8:00 AM 0 214 4 0 260 11 0 18 6 0 29 6 548 00 00 0
8:15 AM 0 184 8 2 239 11 0 16 7 0 48 7 522 00 00 0
8:30 AM 0 208 7 0 272 8 1 14 3 1 43 11 568 00 00 0
8:45 AM 0 168 5 0 216 5 0 13 5 1 29 13 455 00 00 0
VOLUMES 0 1,667 46 2 2,026 57 1 144 33 2 239 63 4,280 0 0 0 0 0 APPROACH % 0% 97% 3% 0% 97% 3% 1% 81% 19% 1% 79% 21%
APP/DEPART 1,713 / 1,731 2,085 / 2,061 178 / 192 304 / 296 0

BEGIN PEAK HR
VOLUMES 0 938 22 0 1,055 25 0 89 13 0 109 26 2,277
APPROACH % 0% 98% 2% 0% 98% 2% 0% 87% 13% 0% 81% 19%
PEAK HR FACTOR 0.857 0.964 0.911 0.844 0.930
APP/DEPART 960 / 964 1,080 / 1,068 102 / 111 135 / 134 0 4:00 PM 0 254 12 0 206 7 0 32 12 0 37 19 579 00 00 0
4:15 PM 2 239 9 0 195 7 1 27 6 1 41 8 536 00 00 0
4:30 PM 0 261 20 0 224 8 1 24 10 2 40 10 600 00 00 0
4:45 PM 0 270 16 0 220 13 0 27 8 1 43 14 612 00 00 0
5:00 PM 0 235 8 0 274 12 2 17 17 3 38 14 620 00 00 0
5:15 PM 0 259 7 0 257 10 1 27 14 0 45 8 628 00 00 0
5:30 PM 0 249 17 0 245 10 1 23 13 0 47 8 613 00 00 0
5:45 PM 0 247 10 0 220 14 0 17 22 2 38 22 592 00 00 0
VOLUMES 2 2,014 99 0 1,841 81 6 194 102 9 329 103 4,780 0 0 0 0 0 APPROACH % 0% 95% 5% 0% 96% 4% 2% 64% 34% 2% 75% 23%
APP/DEPART 2,115 / 2,123 1,922 / 1,952 302 / 293 441 / 412 0

BEGIN PEAK HR
VOLUMES 0 1,013 48 0 996 45 4 94 52 4 173 44 2,473
APPROACH % 0% 95% 5% 0% 96% 4% 3% 63% 35% 2% 78% 20%
PEAK HR FACTOR 0.927 0.910 0.893 0.953 0.984
APP/DEPART 1,061 / 1,061 1,041 / 1,052 150 / 142 221 / 218 0 Main

NORTH SIDE
4th WEST SIDE EAST SIDE 4th

SOUTH SIDE
Main

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 4 6 1 3 14 3513 12 11 00 2
7:15 AM 8 0 9 3 20 7093 19 10 00 1
7:30 AM 4 6 5 4 19 4514 14 01 40 5
7:45 AM 3 12 9 5 29 31 18 4 26 01 11 3
8:00 AM 6 14 3 4 27 61 43 4 27 00 00 0
8:15 AM 10 17 2 7 36 10 13 1 7 31 04 10 5
8:30 AM 15 12 13 12 52 13 11 12 12 48 21 10 4
8:45 AM 10 12 7 8 37 8948 29 23 30 8
TOTAL 60 79 49 46 234 54 68 39 45 206 6 11 10 1 28
4:00 PM 32 44 24 26 126 32 44 23 24 123 00 12 3
4:15 PM 48 61 28 31 168 46 60 27 31 164 21 10 4
4:30 PM 39 76 31 39 185 37 71 27 34 169 25 45 16
4:45 PM 32 66 18 23 139 31 66 16 23 136 10 20 3
5:00 PM 51 42 13 28 134 51 40 12 26 129 02 12 5
5:15 PM 29 45 16 24 114 28 45 16 22 111 10 02 3
5:30 PM 39 71 22 33 165 35 71 21 29 156 40 14 9
5:45 PM 34 41 20 21 116 34 40 17 20 111 01 31 5
TOTAL 304 446 172 225 1,147 294 437 159 209 1,099 10 9 13 16 48

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS

U-TURNS
Main Main 4th 4th

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Main
4th
Add U-Turns to Left Turns
K-1138
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC2183
Tue, May 14, 19 NORTH & SOUTH: LOCATION #: 18
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 120 1 2113013 0 0 0 0 0
7:00 AM 21 110 8 17 205 15 24 398 30 14 167 9 1,018 00 00 0 7:15 AM 23 143 14 23 226 13 26 298 29 25 251 9 1,080 00 02 2 7:30 AM 37 166 8 23 213 23 28 362 44 21 285 13 1,223 00 00 0 7:45 AM 27 168 13 23 232 17 30 362 42 21 311 22 1,268 00 00 0 8:00 AM 27 113 24 18 202 11 33 357 30 20 239 16 1,090 00 00 0 8:15 AM 35 119 15 24 198 12 21 326 40 15 240 19 1,064 00 00 0 8:30 AM 34 132 20 18 225 12 31 318 36 26 214 14 1,080 00 00 0 8:45 AM 14 128 16 22 193 16 35 276 45 23 197 19 984 00 00 0 VOLUMES 218 1,079 118 168 1,694 119 228 2,697 296 165 1,904 121 8,807 0 0 0 2 2 APPROACH % 15% 76% 8% 8% 86% 6% 7% 84% 9% 8% 87% 6%
APP/DEPART 1,415 / 1,428 1,981 / 2,153 3,221 / 2,985 2,190 / 2,241 0

BEGIN PEAK HR
VOLUMES 114 590 59 87 873 64 117 1,379 145 87 1,086 60 4,661 APPROACH % 15% 77% 8% 8% 85% 6% 7% 84% 9% 7% 88% 5%
PEAK HR FACTOR 0.904 0.941 0.945 0.871 0.919
APP/DEPART 763 / 767 1,024 / 1,103 1,641 / 1,527 1,233 / 1,264 0 4:00 PM 34 204 15 34 135 30 34 233 26 32 287 17 1,081 00 11 2 4:15 PM 38 219 24 35 171 34 37 272 19 26 306 10 1,191 00 02 2 4:30 PM 33 214 20 35 160 32 35 285 25 26 294 19 1,178 00 01 1 4:45 PM 43 191 20 48 150 32 39 312 18 18 306 24 1,201 00 00 0 5:00 PM 40 206 15 40 173 30 21 272 26 31 316 20 1,190 00 00 0 5:15 PM 43 197 21 43 169 38 30 315 18 32 316 23 1,245 00 10 1 5:30 PM 41 223 15 42 172 41 28 302 27 31 324 21 1,267 00 00 0 5:45 PM 39 194 17 43 160 41 22 291 25 26 302 30 1,190 00 00 0 VOLUMES 311 1,648 147 320 1,290 278 246 2,282 184 222 2,451 164 9,543 0 0 2 4 6 APPROACH % 15% 78% 7% 17% 68% 15% 9% 84% 7% 8% 86% 6%
APP/DEPART 2,106 / 2,056 1,888 / 1,692 2,712 / 2,753 2,837 / 3,042 0

BEGIN PEAK HR
VOLUMES 167 817 71 173 664 141 118 1,201 89 112 1,262 88 4,903 APPROACH % 16% 77% 7% 18% 68% 14% 8% 85% 6% 8% 86% 6%
PEAK HR FACTOR 0.945 0.959 0.954 0.972 0.967
APP/DEPART 1,055 / 1,022 978 / 865 1,408 / 1,445 1,462 / 1,571 0 Main

NORTH SIDE
1st WEST SIDE EAST SIDE 1st

SOUTH SIDE
Main

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E SW S T O T A L 7:00 AM 0 0 0 0 0 0000 0 00 00 0
7:15 AM 0 0 0 0 0 0000 0 00 00 0
7:30 AM 0 0 0 0 0 0000 0 00 00 0
7:45 AM 0 0 0 0 0 0000 0 00 00 0
8:00 AM 0 0 0 0 0 0000 0 00 00 0
8:15 AM 0 0 0 0 0 0000 0 00 00 0
8:30 AM 0 0 0 0 0 0000 0 00 00 0
8:45 AM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
AM BEGIN PEAK HR 0000 0
4:00 PM 0 0 0 0 0 0000 0 00 00 0
4:15 PM 0 0 0 0 0 0000 0 00 00 0
4:30 PM 0 0 0 0 0 0000 0 00 00 0
4:45 PM 0 0 0 0 0 0000 0 00 00 0
5:00 PM 0 0 0 0 0 0000 0 00 00 0
5:15 PM 0 0 0 0 0 0000 0 00 00 0
5:30 PM 0 0 0 0 0 0000 0 00 00 0
5:45 PM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
0000 0

AMPM AM
7:15 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
PM BEGIN PEAK HR 4:45 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Main Main 1st 1st

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Main
1st
Add U-Turns to Left Turns
K-1139
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Thu, Feb 11, 16 NORTH & SOUTH: LOCATION #: 37
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 120 1 2011011 1 0 0 0 0
7:00 AM 14 149 6 40 242 6 5 93 5 18 70 21 669 00 00 0
7:15 AM 15 179 10 47 309 3 8 97 12 30 99 31 840 00 00 0 7:30 AM 26 234 5 36 337 8 12 93 11 40 96 22 920 00 00 0 7:45 AM 27 216 15 46 343 5 12 98 6 32 87 24 911 00 00 0 8:00 AM 17 176 10 39 321 9 8 92 12 32 76 25 817 00 00 0 8:15 AM 17 153 14 42 318 4 8 84 10 8 51 11 720 00 00 0
8:30 AM 22 173 11 25 247 14 14 68 11 11 49 28 673 00 00 0 8:45 AM 19 148 7 30 302 8 9 68 15 14 79 8 707 00 00 0
VOLUMES 157 1,428 78 305 2,419 57 76 693 82 185 607 170 6,257 0 0 0 0 0 APPROACH % 9% 86% 5% 11% 87% 2% 9% 81% 10% 19% 63% 18%
APP/DEPART 1,663 / 1,674 2,781 / 2,686 851 / 1,076 962 / 821 0

BEGIN PEAK HR
VOLUMES 85 805 40 168 1,310 25 40 380 41 134 358 102 3,488 APPROACH % 9% 87% 4% 11% 87% 2% 9% 82% 9% 23% 60% 17%
PEAK HR FACTOR 0.877 0.954 0.985 0.928 0.948
APP/DEPART 930 / 947 1,503 / 1,485 461 / 588 594 / 468 0 4:00 PM 35 268 13 30 175 13 18 80 13 17 112 31 805 00 00 0 4:15 PM 37 291 8 38 174 14 12 77 15 22 123 57 868 00 00 0 4:30 PM 31 283 17 33 195 19 18 77 7 20 121 49 870 00 00 0 4:45 PM 34 283 11 27 189 10 21 83 10 21 121 40 850 00 00 0 5:00 PM 39 286 12 33 198 7 17 82 9 10 117 60 870 00 00 0 5:15 PM 32 256 17 29 229 21 18 84 11 23 115 41 876 00 01 1 5:30 PM 35 292 28 36 276 23 20 68 10 27 96 49 960 00 00 0 5:45 PM 34 268 11 30 169 12 19 97 10 21 133 57 861 00 00 0 VOLUMES 277 2,227 117 256 1,605 119 143 648 85 161 938 384 6,960 0 0 0 1 1 APPROACH % 11% 85% 4% 13% 81% 6% 16% 74% 10% 11% 63% 26% APP/DEPART 2,621 / 2,754 1,980 / 1,850 876 / 1,022 1,483 / 1,334 0

BEGIN PEAK HR
VOLUMES 140 1,102 68 128 872 63 74 331 40 81 461 207 3,567 APPROACH % 11% 84% 5% 12% 82% 6% 17% 74% 9% 11% 62% 28% PEAK HR FACTOR 0.923 0.793 0.883 0.887 0.929
APP/DEPART 1,310 / 1,383 1,063 / 992 445 / 528 749 / 664 0 Main

NORTH SIDE
McFadden WEST SIDE EAST SIDE McFadden

SOUTH SIDE
Main

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 6 2 5 4 17 4244 14 20 10 3
7:15 AM 4 5 11 5 25 45 1 1 5 25 00 00 0
7:30 AM 9 16 20 20 65 8 1 61 81 8 60 10 22 5
7:45 AM 9 9 30 32 80 8 9 29 29 75 10 13 5
8:00 AM 7 14 12 25 58 6 1 31 22 5 56 11 00 2
8:15 AM 6 5 8 13 32 558 1 1 29 10 02 3
8:30 AM 7 6 9 4 26 4383 18 33 11 8
8:45 AM 4 2 13 19 38 2 2 12 14 30 20 15 8
TOTAL 52 59 108 122 341 41 55 102 109 307 11 4 6 13 34
4:00 PM 10 11 20 22 63 8 1 01 81 7 53 21 25 10
4:15 PM 5 8 13 17 43 469 1 7 36 12 40 7
4:30 PM 14 13 26 22 75 1 282 2 2 0 62 25 42 13
4:45 PM 21 30 29 15 95 18 25 29 13 85 35 02 10
5:00 PM 11 3 12 9 35 1 0 284 24 11 45 11
5:15 PM 13 13 19 18 63 12 12 18 16 58 11 12 5
5:30 PM 9 10 15 12 46 8 9 14 12 43 11 10 3
5:45 PM 12 13 8 27 60 10 10 8 25 53 23 02 7
TOTAL 95 101 142 142 480 82 82 126 124 414 13 19 16 18 66

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Main
McFadden

U-TURNS
Main Main McFadden McFadden

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1140
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC2183
Thu, May 16, 19 NORTH & SOUTH: LOCATION #: 19
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TTL LANES: 120 1 2012113 0 0 0 0 0
7:00 AM 18 115 19 34 247 18 14 241 38 20 149 15 928 00 00 0 7:15 AM 21 158 17 47 248 14 15 243 35 28 184 26 1,036 00 23 5 7:30 AM 27 171 18 61 265 17 9 246 38 31 159 21 1,063 00 02 2 7:45 AM 28 128 13 59 244 12 23 250 28 38 165 24 1,012 00 12 3 8:00 AM 31 153 18 58 284 11 27 222 28 23 193 15 1,063 00 01 1 8:15 AM 23 126 19 47 265 9 19 212 21 17 194 22 974 00 01 1 8:30 AM 21 102 21 34 233 13 32 220 37 24 141 16 894 00 03 3 8:45 AM 10 104 21 22 272 18 18 183 25 27 100 20 820 00 12 3 VOLUMES 179 1,057 146 362 2,058 112 157 1,817 250 208 1,285 159 7,790 0 0 4 14 18 APPROACH % 13% 76% 11% 14% 81% 4% 7% 82% 11% 13% 78% 10% APP/DEPART 1,382 / 1,369 2,532 / 2,502 2,224 / 2,339 1,652 / 1,580 0

BEGIN PEAK HR
VOLUMES 107 610 66 225 1,041 54 74 961 129 120 701 86 4,174 APPROACH % 14% 78% 8% 17% 79% 4% 6% 83% 11% 13% 77% 9%
PEAK HR FACTOR 0.906 0.935 0.967 0.953 0.982
APP/DEPART 783 / 767 1,320 / 1,282 1,164 / 1,260 907 / 865 0 4:00 PM 21 237 17 32 121 22 41 171 26 20 297 39 1,044 00 00 0 4:15 PM 27 226 11 34 133 34 38 180 26 28 316 31 1,084 00 11 2 4:30 PM 23 253 14 21 139 9 21 195 17 18 328 27 1,065 00 12 3 4:45 PM 14 272 13 20 146 30 29 160 15 13 297 30 1,039 00 00 0 5:00 PM 29 250 12 39 137 13 34 164 23 23 330 29 1,083 00 22 4 5:15 PM 33 243 15 33 148 20 36 203 23 27 325 32 1,138 00 02 2 5:30 PM 18 259 9 28 180 26 22 194 24 23 320 33 1,136 00 11 2 5:45 PM 18 287 11 20 137 23 33 183 13 23 308 38 1,094 00 02 2 VOLUMES 183 2,027 102 227 1,141 177 254 1,450 167 175 2,521 259 8,683 0 0 5 10 15 APPROACH % 8% 88% 4% 15% 74% 11% 14% 77% 9% 6% 85% 9%
APP/DEPART 2,312 / 2,535 1,545 / 1,473 1,871 / 1,789 2,955 / 2,886 0

BEGIN PEAK HR
VOLUMES 98 1,039 47 120 602 82 125 744 83 96 1,283 132 4,451 APPROACH % 8% 88% 4% 15% 75% 10% 13% 78% 9% 6% 85% 9%
PEAK HR FACTOR 0.937 0.859 0.908 0.984 0.978
APP/DEPART 1,184 / 1,293 804 / 774 952 / 918 1,511 / 1,466 0 Main

NORTH SIDE
Edinger WEST SIDE EAST SIDE Edinger

SOUTH SIDE
Main

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 0 0 0 0 000 0 0 00 00 0
7:15 AM 0 0 0 0 0 000 0 0 00 00 0
7:30 AM 0 0 0 0 0 000 0 0 00 00 0
7:45 AM 0 0 0 0 0 000 0 0 00 00 0
8:00 AM 0 0 0 0 0 000 0 0 00 00 0
8:15 AM 0 0 0 0 0 000 0 0 00 00 0
8:30 AM 0 0 0 0 0 000 0 0 00 00 0
8:45 AM 0 0 0 0 0 000 0 0 00 00 0
TOTAL 00 0 00 000 0 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 000 0 0 00 00 0
4:15 PM 0 0 0 0 0 000 0 0 00 00 0
4:30 PM 0 0 0 0 0 000 0 0 00 00 0
4:45 PM 0 0 0 0 0 000 0 0 00 00 0
5:00 PM 0 0 0 0 0 000 0 0 00 00 0
5:15 PM 0 0 0 0 0 000 0 0 00 00 0
5:30 PM 0 0 0 0 0 000 0 0 00 00 0
5:45 PM 0 0 0 0 0 000 0 0 00 00 0
TOTAL 00 0 00 000 0 0 0 0 0 0 0
000 0 0

AMPM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
PM BEGIN PEAK HR 5:00 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Main Main Edinger Edinger

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Main
Edinger
Add U-Turns to Left Turns
K-1141
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC2183
Tue, May 14, 19 NORTH & SOUTH: LOCATION #: 20
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 231 2 3123123 1 0 0 0 0
7:00 AM 11 59 34 159 178 36 35 308 35 43 109 54 1,061 38 70 18 7:15 AM 15 53 64 156 193 54 32 358 58 31 106 66 1,186 35 10 9 7:30 AM 12 84 67 188 221 66 60 372 61 42 123 40 1,336 21 6 2 1 21 7:45 AM 13 88 72 157 233 40 84 349 72 36 109 46 1,299 48 21 15 8:00 AM 13 82 58 137 192 30 61 300 58 35 92 63 1,121 37 11 12 8:15 AM 12 63 43 146 217 43 50 304 73 41 95 47 1,134 16 41 12 8:30 AM 13 53 63 131 216 31 53 339 72 36 92 42 1,141 43 24 13 8:45 AM 13 49 65 129 198 37 44 301 75 40 88 40 1,079 46 23 15 VOLUMES 102 531 466 1,203 1,648 337 419 2,631 504 304 814 398 9,357 24 59 21 11 11 5 APPROACH % 9% 48% 42% 38% 52% 11% 12% 74% 14% 20% 54% 26% APP/DEPART 1,099 / 1,386 3,188 / 2,469 3,554 / 4,252 1,516 / 1,250 0

BEGIN PEAK HR
VOLUMES 53 307 261 638 839 190 237 1,379 249 144 430 215 4,942 APPROACH % 9% 49% 42% 38% 50% 11% 13% 74% 13% 18% 54% 27% PEAK HR FACTOR 0.897 0.877 0.923 0.962 0.925
APP/DEPART 621 / 789 1,667 / 1,241 1,865 / 2,245 789 / 667 0 4:00 PM 97 244 95 68 71 61 51 132 18 34 362 125 1,358 52 03 10 4:15 PM 88 277 79 69 85 55 49 145 17 36 405 118 1,423 36 32 14 4:30 PM 113 256 78 67 85 67 65 131 14 43 373 107 1,399 72 32 14 4:45 PM 109 215 85 75 87 52 72 150 16 43 384 133 1,421 68 1 1 2 27 5:00 PM 118 285 75 58 81 65 66 153 10 43 408 97 1,459 84 32 17 5:15 PM 123 333 89 76 82 80 70 180 15 51 397 107 1,603 38 41 16 5:30 PM 125 272 77 72 98 63 79 143 16 49 381 123 1,498 61 0 4 3 23 5:45 PM 117 267 76 74 103 67 80 130 17 53 368 124 1,476 46 52 17 VOLUMES 890 2,149 654 559 692 510 532 1,164 123 352 3,078 934 11,637 42 46 33 17 1 38 APPROACH % 24% 58% 18% 32% 39% 29% 29% 64% 7% 8% 71% 21% APP/DEPART 3,693 / 3,628 1,761 / 1,192 1,819 / 2,348 4,364 / 4,469 0

BEGIN PEAK HR
VOLUMES 483 1,157 317 280 364 275 295 606 58 196 1,554 451 6,036 APPROACH % 25% 59% 16% 30% 40% 30% 31% 63% 6% 9% 71% 20% PEAK HR FACTOR 0.898 0.942 0.905 0.991 0.941
APP/DEPART 1,957 / 1,915 919 / 631 959 / 1,183 2,201 / 2,307 0 Main

NORTH SIDE
MacArthur WEST SIDE EAST SIDE MacArthur

SOUTH SIDE
Main

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E SW S T O T A L 7:00 AM 0 0 0 0 0 0000 0 00 00 0
7:15 AM 0 0 0 0 0 0000 0 00 00 0
7:30 AM 0 0 0 0 0 0000 0 00 00 0
7:45 AM 0 0 0 0 0 0000 0 00 00 0
8:00 AM 0 0 0 0 0 0000 0 00 00 0
8:15 AM 0 0 0 0 0 0000 0 00 00 0
8:30 AM 0 0 0 0 0 0000 0 00 00 0
8:45 AM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 00 00 0
4:15 PM 0 0 0 0 0 0000 0 00 00 0
4:30 PM 0 0 0 0 0 0000 0 00 00 0
4:45 PM 0 0 0 0 0 0000 0 00 00 0
5:00 PM 0 0 0 0 0 0000 0 00 00 0
5:15 PM 0 0 0 0 0 0000 0 00 00 0
5:30 PM 0 0 0 0 0 0000 0 00 00 0
5:45 PM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
0000 0

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Main
MacArthur
PM BEGIN PEAK HR 5:00 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Main Main MacArthur MacArthur

AMPM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
Add U-Turns to Left Turns
K-1142
Attachment 8
File Name : H1702011
Site Code : 00000000
Start Date : 2/9/2017
Page No : 1
City: SANTA ANA
N-S Direction: PENN WAY
E-W Direction: 17TH STREET
Groups Printed- Turning Movements

DEAD END
Southbound
17TH STREET
Westbound

PENN WAY
Northbound
17TH STREET
Eastbound
Start Time Right Thru Left Right Thru Left Peds Right Thru Left Peds Right Thru Left Int. Total 07:00 0 0 0 0 298 46 0 44 0 7 0 164 280 0 839
07:15 0 0 0 0 394 55 0 70 0 10 0 163 260 0 952
07:30 0 0 0 0 471 47 0 53 0 6 0 165 321 0 1063
07:45 0 0 0 0 461 68 1 50 0 14 0 162 288 0 1044
Total 0 0 0 0 1624 216 1 217 0 37 0 654 1149 0 3898
08:00 0 0 0 0 345 37 0 37 0 11 0 122 332 0 884
08:15 0 0 0 0 280 37 0 38 0 7 0 137 280 0 779
08:30 0 0 0 0 299 32 0 41 0 7 1 116 255 0 751
08:45 0 0 0 0 307 25 0 52 0 14 0 99 231 0 728
Total 0 0 0 0 1231 131 0 168 0 39 1 474 1098 0 3142
*** BREAK ***
16:00 0 0 0 0 327 28 1 98 0 23 1 102 326 0 906
16:15 0 0 0 0 405 26 0 78 0 21 0 106 304 0 940
16:30 0 0 0 0 350 40 1 89 0 18 0 111 335 0 944
16:45 0 0 0 0 360 30 0 98 0 19 1 113 329 0 950
Total 0 0 0 0 1442 124 2 363 0 81 2 432 1294 0 3740
17:00 0 0 0 0 335 30 1 108 0 24 0 149 413 0 1060
17:15 0 0 0 0 394 27 0 99 0 27 0 118 388 0 1053
17:30 0 0 0 0 337 35 1 110 0 15 1 122 339 0 960
17:45 0 0 0 0 331 27 0 84 0 17 1 108 403 0 971
Total 0 0 0 0 1397 119 2 401 0 83 2 497 1543 0 4044
Grand Total 0 0 0 0 5694 590 5 1149 0 240 5 2057 5084 0 14824 Apprch % 0 0 0 0 90.5 9.4 0.1 82.4 0 17.2 0.4 28.8 71.2 0 Total % 0 0 0 0 38.4 4 0 7.8 0 1.6 0 13.9 34.3 0
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1143
Attachment 8
File Name : H1702011
Site Code : 00000000
Start Date : 2/9/2017
Page No : 2
City: SANTA ANA
N-S Direction: PENN WAY
E-W Direction: 17TH STREET

DEAD END
Southbound
17TH STREET
Westbound

PENN WAY
Northbound
17TH STREET
Eastbound
Start Time Right Thru Left App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15
07:15 0 0 0 0 0 394 55 0 449 70 80
07:30 0 0 0 0 0
471 47 0 518 53 0 6 0 59 165
321 0 486 1063
07:45 0 0 0 0 0 461 68 1 530 50 0 14 0 64 162 288 0 450 1044 08:00 0 0 0 0 0 345 37 0 382 37 0 11 0 48 122 332 0 454 884 Total Volume 0 0 0 0 0 1671 207 1 1879 210 0 41 0 251 612 1201 0 1813 3943 % App. Total 0 0 0 0 88.9 11 0.1 83.7 0 16.3 0 33.8 66.2 0 PHF .000 .000 .000 .000 .000 .887 .761 .250 .886 .750 .000 .732 .000 .784 .927 .904 .000 .933 .927

DEAD END
17TH STREET
17TH STREET

PENN WAY
Right
0 Thru
0 Left
0 InOut Total
0 0 0
Right
0 Thru
1671
Left
207
Peds
1 OutTotal In
1411 1879 3290
Left
41 Thru
0 Right
210
Peds
0 Out TotalIn
819 251 1070
Left
0 Thru
1201
Right
612
TotalOut In
1712 1813 3525
Peak Hour Begins at 07:15

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1144
Attachment 8
File Name : H1702011
Site Code : 00000000
Start Date : 2/9/2017
Page No : 3
City: SANTA ANA
N-S Direction: PENN WAY
E-W Direction: 17TH STREET

DEAD END
Southbound
17TH STREET
Westbound

PENN WAY
Northbound
17TH STREET
Eastbound
Start Time Righ
t Thru Left App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 17:00
17:00 0 0 0 0 0 335 30 1 366 108 0 24 0 132 149 413
0 562 1060
17:15 0 0 0 0 0 394 27 0 421 99 0 27 0 126 118 388 0 506 1053 17:30 0 0 0 0 0 337 35 1 373 110 0 15 1 126 122 339 0 461 960 17:45 0 0 0 0 0 331 27 0 358 84 0 17 1 102 108 403 0 511 971 Total Volume 0 0 0 0 0 1397 119 2 1518 401 0 83 2 486 497 1543 0 2040 4044 % App. Total 0 0 0 0 92 7.8 0.1 82.5 0 17.1 0.4 24.4 75.6 0 PHF .000 .000 .000 .000 .000 .886 .850 .500 .901 .911 .000 .769 .500 .920 .834 .934 .000 .907 .954

DEAD END
17TH STREET
17TH STREET

PENN WAY
Right
0 Thru
0 Left
0 InOut Total
0 0 0
Right
0 Thru
1397
Left
119
Peds
2 OutTotal In
1944 1518 3462
Left
83 Thru
0 Right
401
Peds
2 Out TotalIn
616 486 1102
Left
0 Thru
1543
Right
497
TotalOut In
1480 2040 3520
Peak Hour Begins at 17:00

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1145
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC2183
Tue, May 14, 19 NORTH & SOUTH: LOCATION #: 30
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 1 . 5 0 . 5 1 1 X1131X3 0 0 0 0 0
7:00 AM 129 11 9 7 0 51 21 188 65 0 200 1 682 00 30 3
7:15 AM 180 16 1 15 0 54 15 255 65 0 259 4 864 00 50 5
7:30 AM 220 5 10 14 0 69 21 266 91 0 304 7 1,007 00 40 4 7:45 AM 201 8 6 15 0 100 29 276 108 0 365 4 1,112 00 70 7 8:00 AM 159 5 4 12 0 69 33 232 108 0 304 4 930 00 1 1 0 11 8:15 AM 151 5 11 9 0 48 20 227 52 0 206 6 735 00 20 2
8:30 AM 130 12 11 5 0 45 23 223 60 0 201 8 718 00 40 4
8:45 AM 110 8 3 12 0 35 16 192 67 0 202 9 654 00 50 5
VOLUMES 1,280 70 55 89 0 471 178 1,859 616 0 2,041 43 6,702 0 0 41 0 41 APPROACH % 91% 5% 4% 16% 0% 84% 7% 70% 23% 0% 98% 2%
APP/DEPART 1,405 / 250 560 / 616 2,653 / 2,003 2,084 / 3,833 0

BEGIN PEAK HR
VOLUMES 760 34 21 56 0 292 98 1,029 372 0 1,232 19 3,913 APPROACH % 93% 4% 3% 16% 0% 84% 7% 69% 25% 0% 98% 2%
PEAK HR FACTOR 0.867 0.757 0.907 0.848 0.880
APP/DEPART 815 / 124 348 / 372 1,499 / 1,106 1,251 / 2,311 0 4:00 PM 81 9 5 5 0 24 26 240 157 0 353 10 910 00 80 8
4:15 PM 88 14 4 15 0 33 28 251 128 0 374 9 944 00 50 5
4:30 PM 86 8 3 6 0 33 27 228 202 0 367 13 973 00 30 3
4:45 PM 83 12 6 9 0 32 29 286 176 0 377 7 1,017 00 80 8 5:00 PM 84 11 4 20 0 33 34 323 208 0 391 11 1,119 00 60 6 5:15 PM 80 23 4 9 0 42 29 262 141 0 303 9 902 00 40 4
5:30 PM 71 14 6 11 0 39 31 241 113 0 361 14 901 00 40 4 5:45 PM 94 12 7 17 0 34 29 273 93 0 341 5 905 00 1 0 0 10 VOLUMES 667 103 39 92 0 270 233 2,104 1,218 0 2,867 78 7,671 0 0 48 0 48 APPROACH % 82% 13% 5% 25% 0% 75% 7% 59% 34% 0% 97% 3%
APP/DEPART 809 / 366 362 / 1,218 3,555 / 2,235 2,945 / 3,852 0

BEGIN PEAK HR
VOLUMES 341 45 17 50 0 131 118 1,088 714 0 1,509 40 4,053 APPROACH % 85% 11% 4% 28% 0% 72% 6% 57% 37% 0% 97% 3%
PEAK HR FACTOR 0.950 0.854 0.850 0.963 0.905
APP/DEPART 403 / 181 181 / 714 1,920 / 1,155 1,549 / 2,003 0 I-5 NB Ramps

NORTH SIDE
17th WEST SIDE EAST SIDE 17th

SOUTH SIDE
I-5 NB Ramps

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E SW S T O T A L 7:00 AM 0 0 0 0 0 0000 0 00 00 0
7:15 AM 0 0 0 0 0 0000 0 00 00 0
7:30 AM 0 0 0 0 0 0000 0 00 00 0
7:45 AM 0 0 0 0 0 0000 0 00 00 0
8:00 AM 0 0 0 0 0 0000 0 00 00 0
8:15 AM 0 0 0 0 0 0000 0 00 00 0
8:30 AM 0 0 0 0 0 0000 0 00 00 0
8:45 AM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 00 00 0
4:15 PM 0 0 0 0 0 0000 0 00 00 0
4:30 PM 0 0 0 0 0 0000 0 00 00 0
4:45 PM 0 0 0 0 0 0000 0 00 00 0
5:00 PM 0 0 0 0 0 0000 0 00 00 0
5:15 PM 0 0 0 0 0 0000 0 00 00 0
5:30 PM 0 0 0 0 0 0000 0 00 00 0
5:45 PM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
0000 0

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
I-5 NB Ramps
17th
PM BEGIN PEAK HR 4:15 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
I-5 NB Ramps I-5 NB Ramps 17th 17th

AMPM AM
7:15 AM
PM
4:15 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
Add U-Turns to Left Turns
K-1146
Attachment 8
File Name : H1702012
Site Code : 00000000
Start Date : 2/9/2017
Page No : 1
City: SANTA ANA
N-S Direction: PENN WAY
E-W Direction: I-5 SB RAMPS
Groups Printed- Turning Movements

PENN WAY
Southbound
I-5 SB RAMPS
Westbound

PENN WAY
Northbound

DEAD END
Eastbound
Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total 07:00 0 31 198 22 0 44 18 29 0 0 0 0 342
07:15 0 32 196 36 0 39 32 41 0 0 0 0 376
07:30 0 37 191 19 0 38 35 40 0 0 0 0 360
07:45 0 60 190 20 0 52 50 43 0 0 0 0 415
Total 0 160 775 97 0 173 135 153 0 0 0 0 1493
08:00 0 30 144 21 0 48 37 27 0 0 0 0 307
08:15 0 28 153 20 0 17 32 28 0 0 0 0 278
08:30 0 20 139 34 0 21 19 17 0 0 0 0 250
08:45 0 18 113 31 0 23 18 33 0 0 0 0 236
Total 0 96 549 106 0 109 106 105 0 0 0 0 1071
*** BREAK ***
16:00 0 25 111 57 0 40 44 64 0 0 0 0 341
16:15 0 22 114 45 0 51 37 59 0 0 0 0 328
16:30 0 33 105 31 0 46 69 74 0 0 0 0 358
16:45 0 30 130 43 0 52 51 70 0 0 0 0 376
Total 0 110 460 176 0 189 201 267 0 0 0 0 1403
17:00 0 32 152 40 0 41 77 94 0 0 0 0 436
17:15 0 30 119 34 0 37 63 92 0 0 0 0 375
17:30 0 31 132 28 0 39 40 96 0 0 0 0 366
17:45 0 39 112 27 0 29 22 74 0 0 0 0 303
Total 0 132 515 129 0 146 202 356 0 0 0 0 1480
Grand Total 0 498 2299 508 0 617 644 881 0 0 0 0 5447
Apprch % 0 17.8 82.2 45.2 0 54.8 42.2 57.8 0 0 0 0
Total % 0 9.1 42.2 9.3 0 11.3 11.8 16.2 0 0 0 0
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1147
Attachment 8
File Name : H1702012
Site Code : 00000000
Start Date : 2/9/2017
Page No : 2
City: SANTA ANA
N-S Direction: PENN WAY
E-W Direction: I-5 SB RAMPS

PENN WAY
Southbound
I-5 SB RAMPS
Westbound

PENN WAY
Northbound

DEAD END
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00
07:00 0 31 198 229 22 0 44 66 18 29 0 47 0 0 0 0 342
07:15 0 32 196 228 36 0 39 75 32 41 0 73 0 0 0 0 376
07:30 0 37 191 228 19 0 38 57 35 40 0 75 0 0 0 0 360
07:45 0 60 190 250 20 0 52 72 50 43 0 93 0 0 0 0 415
Total Volume 0 160 775 935 97 0 173 270 135 153 0 288 0 0 0 0 1493 % App. Total 0 17.1 82.9 35.9 0 64.1 46.9 53.1 0 0 0 0 PHF .000 .667 .979 .935 .674 .000 .832 .900 .675 .890 .000 .774 .000 .000 .000 .000 .899

PENN WAY

DEAD END
I-5 SB RAMPS

PENN WAY
Right
0 Thru
160
Left
775
InOut Total
250 935 1185
Right
97 Thru
0 Left
173
OutTotal In
910 270 1180
Left
0 Thru
153
Right
135
Out TotalIn
333 288 621
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 07:00

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1148
Attachment 8
File Name : H1702012
Site Code : 00000000
Start Date : 2/9/2017
Page No : 3
City: SANTA ANA
N-S Direction: PENN WAY
E-W Direction: I-5 SB RAMPS

PENN WAY
Southbound
I-5 SB RAMPS
Westbound

PENN WAY
Northbound

DEAD END
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45 0 30 130 160 43 0 52 95 51 70 0 121 0 0 0 0 376
17:00 0 32 152 184 40 0 41 81 77 94 0 171 0 0 0 0 436
17:15 0 30 119 149 34 0 37 71 63 92 0 155 0 0 0 0 375
17:30 0 31 132 163 28 0 39 67 40 96 0 136 0 0 0 0 366
Total Volume 0 123 533 656 145 0 169 314 231 352 0 583 0 0 0 0 1553 % App. Total 0 18.8 81.2 46.2 0 53.8 39.6 60.4 0 0 0 0 PHF .000 .961 .877 .891 .843 .000 .813 .826 .750 .917 .000 .852 .000 .000 .000 .000 .890

PENN WAY

DEAD END
I-5 SB RAMPS

PENN WAY
Right
0 Thru
123
Left
533
InOut Total
497 656 1153
Right
145
Thru
0 Left
169
OutTotal In
764 314 1078
Left
0 Thru
352
Right
231
Out TotalIn
292 583 875
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 16:45

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1149
Attachment 8
File Name : H1702013
Site Code : 00000000
Start Date : 2/9/2017
Page No : 1
City: SANTA ANA
N-S Direction: SANTIAGO STREET
E-W Direction: CIVIC CENTER DRIVE
Groups Printed- Turning Movements

SANTIAGO STREET
Southbound

CIVIC CENTER DRIVE
Westbound

SANTIAGO STREET
Northbound

CIVIC CENTER DRIVE
Eastbound
Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total 07:00 12 60 0 1 6 8 1 22 15 33 4 16 178
07:15 15 73 0 3 12 14 1 20 37 47 9 30 261
07:30 22 82 0 4 14 14 6 41 55 67 11 31 347
07:45 16 70 3 2 23 25 6 44 69 63 13 29 363
Total 65 285 3 10 55 61 14 127 176 210 37 106 1149
08:00 18 69 1 3 15 16 6 33 38 61 11 27 298
08:15 9 35 1 1 1 7 5 19 29 27 8 12 154
08:30 5 44 1 3 1 6 3 8 18 26 9 9 133
08:45 5 43 0 0 1 4 3 18 25 20 6 15 140
Total 37 191 3 7 18 33 17 78 110 134 34 63 725
*** BREAK ***
16:00 5 52 0 1 4 3 3 46 18 45 6 37 220
16:15 10 41 2 2 3 4 4 59 15 32 8 33 213
16:30 7 48 1 2 3 1 2 48 26 44 12 64 258
16:45 14 47 2 5 3 3 12 59 27 68 20 67 327
Total 36 188 5 10 13 11 21 212 86 189 46 201 1018
17:00 16 38 3 6 8 2 8 70 25 90 20 77 363
17:15 6 47 3 4 4 2 5 76 24 54 16 66 307
17:30 10 49 4 2 3 6 4 85 18 49 17 48 295
17:45 10 51 1 1 6 3 6 65 22 37 11 50 263
Total 42 185 11 13 21 13 23 296 89 230 64 241 1228
Grand Total 180 849 22 40 107 118 75 713 461 763 181 611 4120 Apprch % 17.1 80.8 2.1 15.1 40.4 44.5 6 57.1 36.9 49.1 11.6 39.3 Total % 4.4 20.6 0.5 1 2.6 2.9 1.8 17.3 11.2 18.5 4.4 14.8 Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1150
Attachment 8
File Name : H1702013
Site Code : 00000000
Start Date : 2/9/2017
Page No : 2
City: SANTA ANA
N-S Direction: SANTIAGO STREET
E-W Direction: CIVIC CENTER DRIVE

SANTIAGO STREET
Southbound

CIVIC CENTER DRIVE
Westbound

SANTIAGO STREET
Northbound

CIVIC CENTER DRIVE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15
07:15 15 73 0 88 3 12 14 29 1 20 37 58 47 9 30 86 261
07:30 22 82 0 104 4 14 14 32 6 41 55 102 67 11 31 109 347 07:45 16 70 3 89 2 23 25 50 6 44 69 119 63 13 29 105 363 08:00 18 69 1 88 3 15 16 34 6 33 38 77 61 11 27 99 298
Total Volume 71 294 4 369 12 64 69 145 19 138 199 356 238 44 117 399 1269 % App. Total 19.2 79.7 1.1 8.3 44.1 47.6 5.3 38.8 55.9 59.6 11 29.3 PHF .807 .896 .333 .887 .750 .696 .690 .725 .792 .784 .721 .748 .888 .846 .944 .915 .874

SANTIAGO STREET

CIVIC CENTER DRIVE

SANTIAGO STREET
Right
71 Thru
294
Left
4 InOut Total
267 369 636
Right
12 Thru
64 Left
69 OutTotal In
67 145 212
Left
199
Thru
138
Right
19 Out TotalIn
601 356 957
Left
117
Thru
44 Right
238
TotalOut In
334 399 733
Peak Hour Begins at 07:15

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1151
Attachment 8
File Name : H1702013
Site Code : 00000000
Start Date : 2/9/2017
Page No : 3
City: SANTA ANA
N-S Direction: SANTIAGO STREET
E-W Direction: CIVIC CENTER DRIVE

SANTIAGO STREET
Southbound

CIVIC CENTER DRIVE
Westbound

SANTIAGO STREET
Northbound

CIVIC CENTER DRIVE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45 14 47 2 63 5 3 3 11 12 59 27 98 68 20 67 155 327
17:00 16 38 3 57 6 8 2 16 8 70 25 103 90 20 77 187 363
17:15 6 47 3 56 4 4 2 10 5 76 24 105 54 16 66 136 307
17:30 10 49 4 63 2 3 6 11 4 85 18 107 49 17 48 114 295
Total Volume 46 181 12 239 17 18 13 48 29 290 94 413 261 73 258 592 1292 % App. Total 19.2 75.7 5 35.4 37.5 27.1 7 70.2 22.8 44.1 12.3 43.6 PHF .719 .923 .750 .948 .708 .563 .542 .750 .604 .853 .870 .965 .725 .913 .838 .791 .890

SANTIAGO STREET

CIVIC CENTER DRIVE

SANTIAGO STREET
Right
46 Thru
181
Left
12 InOut Total
565 239 804
Right
17 Thru
18 Left
13 OutTotal In
114 48 162
Left
94 Thru
290
Right
29 Out TotalIn
455 413 868
Left
258
Thru
73 Right
261
TotalOut In
158 592 750
Peak Hour Begins at 16:45

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1152
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Thu, Feb 11, 16 NORTH & SOUTH: LOCATION #: 15
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 111 1 1112012 1 0 0 0 0
7:00 AM 6 12 16 52 27 20 6 77 5 32 137 34 424 00 09 9
7:15 AM 7 11 18 69 31 24 3 128 1 17 162 41 512 00 06 6
7:30 AM 5 17 9 85 31 36 11 139 4 31 212 67 647 00 0 1 2 12 7:45 AM 2 16 11 62 62 32 24 104 1 33 250 102 699 00 05 5 8:00 AM 92 4 1 5 8 2 3 0 3 588 472 2 1 5 1 5 0 517 00 06 6 8:15 AM 41 4 1 9 4 6 2 1 1 696 841 6 1 4 8 3 5 400 00 01 1 8:30 AM 21 2 1 7 3 9 1 5 1 816 922 0 1 3 9 2 7 361 00 02 2 8:45 AM 2 7 19 40 22 15 1 48 9 17 123 25 328 00 02 2
VOLUMES 37 113 124 475 239 196 63 717 33 188 1,322 381 3,888 0 0 0 43 43 APPROACH % 14% 41% 45% 52% 26% 22% 8% 88% 4% 10% 70% 20% APP/DEPART 274 / 557 910 / 417 813 / 1,359 1,891 / 1,555 0

BEGIN PEAK HR
VOLUMES 23 68 53 298 154 127 46 455 13 103 775 260 2,375 APPROACH % 16% 47% 37% 51% 27% 22% 9% 89% 3% 9% 68% 23% PEAK HR FACTOR 0.750 0.928 0.834 0.739 0.849
APP/DEPART 144 / 374 579 / 241 514 / 835 1,138 / 925 0
4:00 PM 3 28 16 60 21 15 7 109 12 22 90 32 415 00 06 6
4:15 PM 32 1 1 4 4 5 2 4 2 56 1 2 7 11 7 7 72 9 389 00 04 4 4:30 PM 8 20 16 61 23 15 21 147 2 21 123 55 512 00 03 3 4:45 PM 5 30 14 77 29 14 17 159 8 16 132 46 547 00 05 5 5:00 PM 8 38 24 70 28 10 16 175 4 17 102 34 526 00 08 8 5:15 PM 13 39 26 77 35 19 14 142 5 16 115 44 545 00 02 2 5:30 PM 6 2 21 9 5 5 3 12 21 39 3 6 1 8 1 1 12 6 422 00 08 8 5:45 PM 11 42 17 62 29 24 9 90 3 23 101 51 462 00 0 1 0 10 VOLUMES 57 240 146 507 220 144 103 1,042 41 150 851 317 3,818 0 0 0 46 46 APPROACH % 13% 54% 33% 58% 25% 17% 9% 88% 3% 11% 65% 24% APP/DEPART 443 / 660 871 / 365 1,186 / 1,741 1,318 / 1,052 0

BEGIN PEAK HR
VOLUMES 34 127 80 285 115 58 68 623 19 70 472 179 2,130 APPROACH % 14% 53% 33% 62% 25% 13% 10% 88% 3% 10% 65% 25% PEAK HR FACTOR 0.772 0.874 0.910 0.906 0.973
APP/DEPART 241 / 374 458 / 186 710 / 1,006 721 / 564 0
Santiago

NORTH SIDE
Santa Ana WEST SIDE EAST SIDE Santa Ana

SOUTH SIDE
Santiago

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 9 18 12 8 47 91 69 8 42 02 30 5
7:15 AM 14 6 8 6 34 1 1 476 28 32 10 6
7:30 AM 9 4 8 7 28 9467 26 00 20 2
7:45 AM 1 4 5 2 12 1452 12 00 00 0
8:00 AM 1 1 6 1 9 1051 7 01 10 2
8:15 AM 0 1 2 1 4 0001 1 01 20 3
8:30 AM 2 1 2 2 7 1122 6 10 00 1
8:45 AM 0 6 3 3 12 0513 9 01 20 3
TOTAL 36 41 46 30 153 32 34 35 30 131 4 7 11 0 22
4:00 PM 4 6 5 5 20 0543 12 41 12 8
4:15 PM 0 4 4 1 9 0431 8 00 10 1
4:30 PM 4 2 5 1 12 4251 12 00 00 0
4:45 PM 2 2 5 0 9 0230 5 20 20 4
5:00 PM 3 15 8 4 30 21 38 2 25 12 02 5
5:15 PM 3 10 7 10 30 3979 28 01 01 2
5:30 PM 2 8 9 7 26 1776 21 11 21 5
5:45 PM 1 0 1 6 8 1015 7 00 01 1
TOTAL 19 47 44 34 144 11 42 38 27 118 8 5 6 7 26

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Santiago
Santa Ana

U-TURNS
Santiago Santiago Santa Ana Santa Ana

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
4:30 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1153
Attachment 8
File Name : H1702014
Site Code : 00000000
Start Date : 2/9/2017
Page No : 1
City: SANTA ANA
N-S Direction: STANDARD AVENUE
E-W Direction: 1ST STREET
Groups Printed- Turning Movements

STANDARD AVENUE
Southbound
1ST STREET
Westbound

STANDARD AVENUE
Northbound
1ST STREET
Eastbound
Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left U-Turn Int. Total 07:00 0 41 6 1 179 10 28 43 17 50 282 10 2 669
07:15 3 49 7 1 228 10 19 42 23 39 376 21 2 820
07:30 4 61 3 5 255 14 43 55 28 60 324 20 2 874
07:45 3 65 8 2 282 19 27 47 36 70 291 19 3 872
Total 10 216 24 9 944 53 117 187 104 219 1273 70 9 3235 08:00 1 49 6 3 217 19 26 41 17 38 287 15 1 720
08:15 4 47 3 4 204 13 19 41 20 52 333 8 4 752
08:30 7 19 4 2 177 5 14 32 21 37 284 8 1 611
08:45 2 29 2 5 171 19 22 31 17 22 304 9 3 636
Total 14 144 15 14 769 56 81 145 75 149 1208 40 9 2719
*** BREAK ***
16:00 5 41 5 3 251 17 19 78 53 31 272 22 2 799
16:15 4 39 2 4 251 23 34 98 43 36 294 19 2 849
16:30 2 37 5 4 243 17 30 79 44 28 311 20 2 822
16:45 2 33 1 6 265 29 23 79 45 26 297 26 4 836
Total 13 150 13 17 1010 86 106 334 185 121 1174 87 10 3306 17:00 8 45 9 6 246 24 51 93 35 30 311 24 6 888
17:15 2 48 2 4 297 21 23 81 39 34 300 37 2 890
17:30 5 50 3 7 281 24 13 98 49 37 290 42 15 914
17:45 7 40 4 3 290 19 28 84 56 24 281 33 12 881
Total 22 183 18 20 1114 88 115 356 179 125 1182 136 35 3573 Grand Total 59 693 70 60 3837 283 419 1022 543 614 4837 333 63 12833 Apprch % 7.2 84.3 8.5 1.4 91.8 6.8 21.1 51.5 27.4 10.5 82.7 5.7 1.1 Total % 0.5 5.4 0.5 0.5 29.9 2.2 3.3 8 4.2 4.8 37.7 2.6 0.5 Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1154
Attachment 8
File Name : H1702014
Site Code : 00000000
Start Date : 2/9/2017
Page No : 2
City: SANTA ANA
N-S Direction: STANDARD AVENUE
E-W Direction: 1ST STREET

STANDARD AVENUE
Southbound
1ST STREET
Westbound

STANDARD AVENUE
Northbound
1ST STREET
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left U-Turn App. Total Int. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15
07:15 3 49 7 59 1 228 10 239 19 42 23 84 39 376 21
2 438
820
07:30
4 61 3 68 5 255 14 274 43 55 28 126 60 324 20 2 406 874 07:45 3 65 8 76 2 282 19 303 27 47 36 110 70 291 19 3 383 872 08:00 1 49 6 56 3 217 19 239 26 41 17 84 38 287 15 1 341 720 Total Volume 11 224 24 259 11 982 62 1055 115 185 104 404 207 1278 75 8 1568 3286 % App. Total 4.2 86.5 9.3 1 93.1 5.9 28.5 45.8 25.7 13.2 81.5 4.8 0.5 PHF .688 .862 .750 .852 .550 .871 .816 .870 .669 .841 .722 .802 .739 .850 .893 .667 .895 .940

STANDARD AVENUE
1ST STREET
1ST STREET

STANDARD AVENUE
Right
11 Thru
224
Left
24 InOut Total
271 259 530
Right
11 Thru
982
Left
62 OutTotal In
1417 1055 2472
Left
104
Thru
185
Right
115
Out TotalIn
493 404 897
Left
75 Thru
1278
Right
207
U-Turn
8 TotalOut In
1097 1568 2665
Peak Hour Begins at 07:15

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1155
Attachment 8
File Name : H1702014
Site Code : 00000000
Start Date : 2/9/2017
Page No : 3
City: SANTA ANA
N-S Direction: STANDARD AVENUE
E-W Direction: 1ST STREET

STANDARD AVENUE
Southbound
1ST STREET
Westbound

STANDARD AVENUE
Northbound
1ST STREET
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left U-Turn App. Total Int. Total Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 17:00
17:00 8
45 9 62 6 246 24
276 51 93 35 179 30 311 24 6 371 888
17:15 2 48 2 52 4 297 21 322
17:30 5 50 3 58 7 281 24 312 13 98 49 160 37 290 42 15 384 914 17:45 7 40 4 51 3 290 19 312 28 84 56 168 24 281 33 12 350 881 Total Volume 22 183 18 223 20 1114 88 1222 115 356 179 650 125 1182 136 35 1478 3573 % App. Total 9.9 82.1 8.1 1.6 91.2 7.2 17.7 54.8 27.5 8.5 80 9.2 2.4 PHF .688 .915 .500 .899 .714 .938 .917 .949 .564 .908 .799 .908 .845 .950 .810 .583 .962 .977

STANDARD AVENUE
1ST STREET
1ST STREET

STANDARD AVENUE
Right
22 Thru
183
Left
18 InOut Total
512 223 735
Right
20 Thru
1114
Left
88 OutTotal In
1315 1222 2537
Left
179
Thru
356
Right
115
Out TotalIn
396 650 1046
Left
136
Thru
1182
Right
125
U-Turn
35 TotalOut In
1315 1478 2793
Peak Hour Begins at 17:00

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1156
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC1791
Tue, May 15, 18 NORTH & SOUTH: LOCATION #: 63
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 9 50 30 49 91 6 5 131 15 18 62 9 475 0 0 0 0 0
7:15 AM 16 62 34 45 84 13 5 146 17 27 76 12 537 0 0 0 0 0 7:30 AM 18 88 35 58 153 10 3 162 21 25 80 19 672 0 0 0 0 0 7:45 AM 16 68 27 67 161 7 5 140 15 47 102 23 678 0 0 0 0 0 8:00 AM 22 60 29 45 122 6 3 129 16 36 100 26 594 0 0 0 0 0 8:15 AM 17 53 25 26 75 5 11 135 10 23 75 7 462 0 0 0 0 0 8:30 AM 16 48 18 23 57 3 7 84 12 16 51 2 337 0 0 0 0 0
8:45 AM 14 44 20 25 58 1 4 91 12 11 59 6 345 0 0 0 0 0
VOLUMES 128 473 218 338 801 51 43 1,018 118 203 605 104 4,100 0 0 0 0 0 APPROACH % 16% 58% 27% 28% 67% 4% 4% 86% 10% 22% 66% 11% APP/DEPART 819 / 620 1,190 / 1,122 1,179 / 1,574 912 / 784 0

BEGIN PEAK HR
VOLUMES 72 278 125 215 520 36 16 577 69 135 358 80 2,481 APPROACH % 15% 59% 26% 28% 67% 5% 2% 87% 10% 24% 62% 14% PEAK HR FACTOR 0.842 0.820 0.890 0.833 0.915
APP/DEPART 475 / 374 771 / 724 662 / 917 573 / 466 0
Standard

NORTH SIDE
McFadden WEST SIDE EAST SIDE McFadden

SOUTH SIDE
Standard

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 9 22 18 13 62 9 19 17 9 54 0 3 1 4 8
7:15 AM 20 26 39 10 95 19 24 37 8 88 1 2 2 2 7
7:30 AM 19 32 25 27 103 16 31 21 23 91 3 1 4 4 12
7:45 AM 12 43 55 29 139 10 42 51 28 131 2 1 4 1 8
8:00 AM 8 27 24 19 78 7 26 21 19 73 1 1 3 0 5
8:15 AM 17 19 16 13 65 16 19 15 10 60 1 0 1 3 5
8:30 AM 7 20 13 13 53 6 19 12 11 48 1 1 1 2 5
8:45 AM 6 13 4 8 31 5 12 3 8 28 1 1 1 0 3
TOTAL 98 202 194 132 626 88 192 177 116 573 10 10 17 16 53 AM BEGIN PEAK HR 52 123 130 78 3837:15 AM
AM
BICYCLE CROSSINGSPEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS AM
7:15 AM

U-TURNS
Standard Standard McFadden McFadden

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana Zed
Standard
McFadden
Add U-Turns to Left Turns
K-1157
Attachment 8
1,190 51 801 338 TOTAL 620
1,190 51 801 338 AM 620
912
912
784
784
104
104
605
605
TOTAL
AM
203
203
43 43
AM
TOTAL
1,018
1,018
118
118
1,574
1,574
1,179
1,179
1,122 AM 128 473 218 819
1,122 TOTAL 128 473 218 819
771 36 520 215 TOTAL 374
771 36 520 215 AM 374
573
573
466
466
80 80
358
358
TOTAL
AM #REF!
135
135
16 16 AM 7:15 AM
#N/A
AM
TOTAL
577
577 #REF!
69 69
917
917
662
662
724 AM 72 278 125 475
724 Total 72 278 125 475
Standard
Standard
Standard
McFadden
McFadden

PEAK HOUR
AimTD LLC

TURNING MOVEMENT COUNTS
Standard
McFadden
McFadden
Santa Ana Zed
SC1791

ALL HOURS
K-1158
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC1791
Tue, May 15, 18 NORTH & SOUTH: LOCATION #: 63
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 1 2 0 1 2 0 0 0 0 0
2:00 PM 28 66 29 29 42 11 6 71 13 17 110 21 443 0 0 0 0 0 2:15 PM 19 79 21 28 57 12 9 102 16 26 100 19 488 0 0 0 0 0 2:30 PM 39 86 34 23 66 9 12 89 10 33 147 26 574 0 0 0 0 0 2:45 PM 42 111 27 33 65 12 10 99 10 43 146 31 629 0 0 0 0 0 3:00 PM 35 131 33 31 63 7 16 94 15 46 149 55 675 0 0 0 0 0 3:15 PM 38 125 28 28 53 7 5 96 14 34 124 34 586 0 0 0 0 0 3:30 PM 29 136 23 36 89 6 11 82 13 36 167 40 668 0 0 0 0 0 3:45 PM 43 146 24 38 76 6 11 83 6 36 176 46 691 0 0 0 0 0 VOLUMES 273 880 219 246 511 70 80 716 97 271 1,119 272 4,754 0 0 0 0 0 APPROACH % 20% 64% 16% 30% 62% 8% 9% 80% 11% 16% 67% 16% APP/DEPART 1,372 / 1,232 827 / 879 893 / 1,181 1,662 / 1,462 0

BEGIN PEAK HR
VOLUMES 145 538 108 133 281 26 43 355 48 152 616 175 2,620 APPROACH % 18% 68% 14% 30% 64% 6% 10% 80% 11% 16% 65% 19% PEAK HR FACTOR 0.928 0.840 0.892 0.914 0.948
APP/DEPART 791 / 756 440 / 481 446 / 596 943 / 787 0
4:00 PM 45 158 25 24 71 8 16 90 10 27 167 45 686 0 0 0 0 0 4:15 PM 37 137 22 26 59 6 9 82 11 28 173 23 613 0 0 0 0 0 4:30 PM 40 171 21 28 51 10 10 87 7 27 183 44 679 0 0 0 0 0 4:45 PM 27 174 16 21 51 14 18 84 13 26 161 47 652 0 0 0 0 0 5:00 PM 41 159 25 28 60 7 17 81 13 28 170 46 675 0 0 0 0 0 5:15 PM 51 182 21 36 70 12 7 92 15 29 196 57 768 0 0 0 0 0 5:30 PM 37 167 19 33 82 19 17 81 17 29 176 47 724 0 0 0 0 0 5:45 PM 36 145 15 37 82 12 10 90 13 28 155 51 674 0 0 0 0 0 VOLUMES 314 1,293 164 233 526 88 104 687 99 222 1,381 360 5,471 0 0 0 0 0 APPROACH % 18% 73% 9% 28% 62% 10% 12% 77% 11% 11% 70% 18% APP/DEPART 1,771 / 1,757 847 / 847 890 / 1,084 1,963 / 1,783 0

BEGIN PEAK HR
VOLUMES 165 653 80 134 294 50 51 344 58 114 697 201 2,841 APPROACH % 18% 73% 9% 28% 62% 10% 11% 76% 13% 11% 69% 20% PEAK HR FACTOR 0.884 0.892 0.985 0.897 0.925
APP/DEPART 898 / 905 478 / 466 453 / 558 1,012 / 912 0
Standard

NORTH SIDE
McFadden WEST SIDE EAST SIDE McFadden

SOUTH SIDE
Standard

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 2:00 PM 17 16 28 14 75 12 15 27 14 68 5 1 1 0 7
2:15 PM 26 20 29 16 91 26 20 29 16 91 0 0 0 0 0
2:30 PM 29 25 34 28 116 25 24 31 25 105 4 1 3 3 11
2:45 PM 31 47 45 21 144 27 45 42 19 133 4 2 3 2 11
3:00 PM 62 47 47 39 195 54 45 44 38 181 8 2 3 1 14
3:15 PM 43 46 49 28 166 40 46 49 28 163 3 0 0 0 3
3:30 PM 23 29 41 23 116 17 29 38 22 106 6 0 3 1 10
3:45 PM 19 17 28 8 72 15 15 27 7 64 4 2 1 1 8
TOTAL 250 247 301 177 975 216 239 287 169 911 34 8 14 8 64 AM BEGIN PEAK HR 126 135 158 95 514
4:00 PM 10 27 24 21 82 10 26 24 19 79 0 1 0 2 3
4:15 PM 20 30 18 22 90 15 29 17 18 79 5 1 1 4 11
4:30 PM 12 30 15 21 78 10 29 15 18 72 2 1 0 3 6
4:45 PM 21 14 18 23 76 16 14 13 20 63 5 0 5 3 13
5:00 PM 15 19 22 18 74 12 18 22 17 69 3 1 0 1 5
5:15 PM 33 23 33 26 115 29 22 30 23 104 4 1 3 3 11
5:30 PM 17 21 16 28 82 15 16 15 21 67 2 5 1 7 15
5:45 PM 17 24 21 32 94 15 16 20 29 80 2 8 1 3 14
TOTAL 145 188 167 191 691 122 170 156 165 613 23 18 11 26 78 71 72 87 90 320

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana Zed
Standard
McFadden
PM BEGIN PEAK HR 5:00 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Standard Standard McFadden McFadden

PMPM PM
3:00 PM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS
3:00 PM
Add U-Turns to Left Turns
K-1159
Attachment 8
1,674 158 1,037 479 TOTAL 2,989
847 88 526 233 PM 1,757
827 70 511 246 PM 1,232
1,662
1,963
3,625
3,245
1,783
1,462
272
360
632
1,119
1,381
2,500
TOTAL
PM
PM
271
222
493
184
104
80 PM
PM
TOTAL
1,403
687
716
196
99 97
1,181
1,084
2,265
1,783
890
893
879 PM 273 880 219 1,372
847 PM 314 1,293 164 1,771
1,726 TOTAL 587 2,173 383 3,143
918 76 575 267 TOTAL 1,661
478 50 294 134 PM 905
440 26 281 133 PM 756
943
1,012
1,955
1,699
912
787
175
201
376
616
697
1,313
TOTAL
PM
PM PM 3:00 PM
3:45 PM
152
114
266
94 51
43 #N/A
PM
PM
TOTAL
699
344
355 PM 5:00 PM
5:45 PM
106
58 48
596
558
1,154
899
453
446
481 PM 145 538 108 791
466 PM 165 653 80 898
947 Total 310 1,191 188 1,689
AimTD LLC

TURNING MOVEMENT COUNTS
Standard
McFadden
McFadden
SC1791

ALL HOURS
Santa Ana Zed
Standard
Standard
Standard
McFadden
McFadden

PEAK HOUR
K-1160
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Tue, Feb 9, 16 NORTH & SOUTH: LOCATION #: 44
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 1X1 X XXX2002 X 0 0 0 0
7:00 AM 13 0 6 0 0 0 0 247 29 18 151 0 464 00 00 0
7:15 AM 10 0 24 0 0 0 0 293 28 36 139 0 530 00 00 0
7:30 AM 14 0 24 0 0 0 0 308 46 39 181 0 612 00 00 0
7:45 AM 10 0 22 0 0 0 0 323 42 45 146 0 588 00 00 0
8:00 AM 7 0 26 0 0 0 0 308 23 33 117 0 514 00 00 0
8:15 AM 7 0 21 0 0 0 0 298 17 24 114 0 481 00 00 0
8:30 AM 12 0 24 0 0 0 0 245 22 16 134 0 453 00 00 0
8:45 AM 14 0 26 0 0 0 0 188 14 24 132 0 398 00 00 0
VOLUMES 87 0 173 0 0 0 0 2,210 221 235 1,114 0 4,040 0 0 0 0 0 APPROACH % 33% 0% 67% 0% 0% 0% 0% 91% 9% 17% 83% 0%
APP/DEPART 260 / 00 / 456 2,431 / 2,383 1,349 / 1,201 0

BEGIN PEAK HR
VOLUMES 41 0 96 0 0 0 0 1,232 139 153 583 0 2,244
APPROACH % 30% 0% 70% 0% 0% 0% 0% 90% 10% 21% 79% 0%
PEAK HR FACTOR 0.901 0.000 0.939 0.836 0.917
APP/DEPART 137 / 00 / 292 1,371 / 1,328 736 / 624 0
4:00 PM 39 0 75 0 0 0 0 197 12 26 236 0 585 00 00 0
4:15 PM 29 0 80 0 0 0 0 204 17 22 211 0 563 00 00 0
4:30 PM 35 0 81 0 0 0 0 219 22 26 270 0 653 00 00 0
4:45 PM 32 0 70 0 0 0 1 205 11 32 244 0 595 00 10 1
5:00 PM 44 0 84 0 0 0 0 210 20 30 295 0 683 00 00 0
5:15 PM 51 0 103 0 0 0 0 255 36 47 268 0 760 00 00 0
5:30 PM 38 0 83 0 0 0 0 204 25 41 231 0 622 00 00 0
5:45 PM 30 0 85 0 0 0 0 202 24 37 217 0 595 00 00 0
VOLUMES 298 0 661 0 0 0 1 1,696 167 261 1,972 0 5,056 0 0 1 0 1 APPROACH % 31% 0% 69% 0% 0% 0% 0% 91% 9% 12% 88% 0%
APP/DEPART 959 / 00 / 428 1,864 / 2,357 2,233 / 2,271 0

BEGIN PEAK HR
VOLUMES 162 0 338 0 0 0 1 889 89 135 1,077 0 2,691
APPROACH % 32% 0% 68% 0% 0% 0% 0% 91% 9% 11% 89% 0%
PEAK HR FACTOR 0.812 0.000 0.841 0.932 0.885
APP/DEPART 500 / 00 / 224 979 / 1,227 1,212 / 1,240 0
Halladay

NORTH SIDE
Warner WEST SIDE EAST SIDE Warner

SOUTH SIDE
Halladay

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 0 0 8 8 0008 8 00 00 0
7:15 AM 0 1 0 2 3 0102 3 00 00 0
7:30 AM 1 1 0 1 3 0101 2 10 00 1
7:45 AM 0 0 0 2 2 0002 2 00 00 0
8:00 AM 0 3 0 2 5 0202 4 01 00 1
8:15 AM 0 0 0 5 5 0004 4 00 01 1
8:30 AM 0 1 0 1 2 0001 1 01 00 1
8:45 AM 0 0 0 7 7 0007 7 00 00 0
TOTAL 16 0 2 8 3 5 040 2 7 3 1 1 2 0 1 4
4:00 PM 0 1 0 5 6 0005 5 01 00 1
4:15 PM 0 1 0 4 5 0103 4 00 01 1
4:30 PM 0 0 0 7 7 0006 6 00 01 1
4:45 PM 1 0 0 6 7 0002 2 10 04 5
5:00 PM 0 2 0 9 11 0208 10 00 01 1
5:15 PM 0 1 0 16 17 000 1 5 15 01 01 2
5:30 PM 0 0 0 5 5 0004 4 00 01 1
5:45 PM 0 2 0 2 4 0102 3 01 00 1
TOTAL 1 7 0 54 62 0 4 0 45 49 1 3 0 9 13

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Halladay
Warner

U-TURNS
Halladay Halladay Warner Warner

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
4:30 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1161
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC2183
Tue, May 14, 19 NORTH & SOUTH: LOCATION #: 21
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 110 1 0113013 0 0 0 0 0
7:00 AM 1 4 14 37 8 9 2 266 1 25 152 33 552 00 00 0
7:15 AM 1 3 14 44 5 8 9 334 5 33 147 33 636 00 00 0
7:30 AM 1 4 8 51 8 13 11 363 0 20 175 26 680 00 00 0
7:45 AM 4 5 10 43 9 7 9 358 2 20 161 21 649 00 00 0
8:00 AM 4 5 16 43 14 10 11 306 2 40 136 20 607 00 00 0
8:15 AM 2 6 12 52 14 8 5 290 3 41 149 19 601 00 01 1
8:30 AM 3 5 8 46 8 6 4 288 7 34 140 18 567 00 01 1
8:45 AM 0 3 12 35 14 9 6 235 6 27 148 18 513 00 00 0
VOLUMES 16 35 94 351 80 70 57 2,440 26 240 1,208 188 4,805 0 0 0 2 2 APPROACH % 11% 24% 65% 70% 16% 14% 2% 97% 1% 15% 74% 11% APP/DEPART 145 / 280 501 / 344 2,523 / 2,887 1,636 / 1,294 0

BEGIN PEAK HR
VOLUMES 10 17 48 181 36 38 40 1,361 9 113 619 100 2,572 APPROACH % 13% 23% 64% 71% 14% 15% 3% 97% 1% 14% 74% 12% PEAK HR FACTOR 0.750 0.885 0.943 0.941 0.946
APP/DEPART 75 / 157 255 / 158 1,410 / 1,590 832 / 667 0 4:00 PM 5 43 50 37 3 12 21 287 0 14 280 21 773 00 01 1
4:15 PM 7 37 56 33 6 10 31 281 4 19 312 25 821 00 01 1
4:30 PM 15 36 56 35 3 10 43 335 1 12 362 26 934 00 00 0 4:45 PM 8 32 51 26 3 4 30 308 1 11 331 34 839 00 00 0
5:00 PM 15 61 56 28 5 11 34 338 4 14 333 30 929 00 01 1 5:15 PM 2 49 42 23 3 6 41 304 2 7 410 24 913 00 00 0
5:30 PM 7 44 46 27 8 3 37 337 2 15 345 40 911 00 00 0
5:45 PM 3 48 45 20 9 10 35 320 1 15 298 32 836 00 01 1
VOLUMES 62 350 402 229 40 66 272 2,510 15 107 2,671 232 6,956 0 0 0 4 4 APPROACH % 8% 43% 49% 68% 12% 20% 10% 90% 1% 4% 89% 8%
APP/DEPART 814 / 854 335 / 158 2,797 / 3,145 3,010 / 2,799 0

BEGIN PEAK HR
VOLUMES 40 178 205 112 14 31 148 1,285 8 44 1,436 114 3,615 APPROACH % 9% 42% 48% 71% 9% 20% 10% 89% 1% 3% 90% 7%
PEAK HR FACTOR 0.801 0.818 0.951 0.904 0.968
APP/DEPART 423 / 440 157 / 65 1,441 / 1,603 1,594 / 1,507 0 Halladay

NORTH SIDE
Dyer WEST SIDE EAST SIDE Dyer

SOUTH SIDE
Halladay

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E SW S T O T A L 7:00 AM 0 0 0 0 0 0000 0 00 00 0
7:15 AM 0 0 0 0 0 0000 0 00 00 0
7:30 AM 0 0 0 0 0 0000 0 00 00 0
7:45 AM 0 0 0 0 0 0000 0 00 00 0
8:00 AM 0 0 0 0 0 0000 0 00 00 0
8:15 AM 0 0 0 0 0 0000 0 00 00 0
8:30 AM 0 0 0 0 0 0000 0 00 00 0
8:45 AM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 00 00 0
4:15 PM 0 0 0 0 0 0000 0 00 00 0
4:30 PM 0 0 0 0 0 0000 0 00 00 0
4:45 PM 0 0 0 0 0 0000 0 00 00 0
5:00 PM 0 0 0 0 0 0000 0 00 00 0
5:15 PM 0 0 0 0 0 0000 0 00 00 0
5:30 PM 0 0 0 0 0 0000 0 00 00 0
5:45 PM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
0000 0

AMPM AM
7:15 AM
PM
4:30 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Halladay
PM BEGIN PEAK HR 4:30 PM
Halladay
Dyer

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Halladay
Dyer Dyer
Add U-Turns to Left Turns
K-1162
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC2183
Tue, May 14, 19 NORTH & SOUTH: LOCATION #: 23
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: XXX 2 X2X32X3 1 0 0 0 0
7:00 AM 0 0 0 236 0 222 0 299 232 0 239 22 1,250 00 00 0 7:15 AM 0 0 0 233 0 229 0 324 267 0 246 33 1,332 00 00 0 7:30 AM 0 0 0 208 0 215 0 397 280 0 305 31 1,436 00 00 0 7:45 AM 0 0 0 256 0 229 0 378 246 0 318 38 1,465 00 00 0 8:00 AM 0 0 0 242 0 209 0 342 238 0 314 39 1,384 00 00 0 8:15 AM 0 0 0 245 0 208 0 309 252 0 325 35 1,374 00 00 0 8:30 AM 0 0 0 204 0 144 0 339 250 0 277 55 1,269 00 00 0 8:45 AM 0 0 0 237 0 165 0 287 197 0 248 64 1,198 00 00 0 VOLUMES 0 0 0 1,861 0 1,621 0 2,675 1,962 0 2,272 317 10,708 0 0 0 0 0 APPROACH % 0% 0% 0% 53% 0% 47% 0% 58% 42% 0% 88% 12%
APP/DEPART 0 / 317 3,482 / 1,962 4,637 / 4,536 2,589 / 3,893 0

BEGIN PEAK HR
VOLUMES 0 0 0 951 0 861 0 1,426 1,016 0 1,262 143 5,659 APPROACH % 0% 0% 0% 52% 0% 48% 0% 58% 42% 0% 90% 10%
PEAK HR FACTOR 0.000 0.934 0.902 0.976 0.966
APP/DEPART 0 / 143 1,812 / 1,016 2,442 / 2,377 1,405 / 2,123 0 4:00 PM 0 0 0 62 0 132 0 326 263 0 389 160 1,332 00 00 0 4:15 PM 0 0 0 71 0 187 0 275 234 0 357 148 1,272 00 00 0 4:30 PM 0 0 0 74 0 170 0 277 269 0 415 153 1,358 00 00 0 4:45 PM 0 0 0 69 0 176 0 274 239 0 366 133 1,257 00 00 0 5:00 PM 0 0 0 63 0 166 0 319 282 0 370 178 1,378 00 00 0 5:15 PM 0 0 0 79 0 178 0 285 239 0 365 132 1,278 00 00 0 5:30 PM 0 0 0 61 0 180 0 291 206 0 370 125 1,233 00 00 0 5:45 PM 0 0 0 93 0 171 0 245 187 0 350 105 1,151 00 00 0 VOLUMES 0 0 0 572 0 1,360 0 2,292 1,919 0 2,982 1,134 10,259 0 0 0 0 0 APPROACH % 0% 0% 0% 30% 0% 70% 0% 54% 46% 0% 72% 28%
APP/DEPART 0 / 1,134 1,932 / 1,919 4,211 / 2,864 4,116 / 4,342 0

BEGIN PEAK HR
VOLUMES 0 0 0 285 0 690 0 1,155 1,029 0 1,516 596 5,271 APPROACH % 0% 0% 0% 29% 0% 71% 0% 53% 47% 0% 72% 28%
PEAK HR FACTOR 0.000 0.948 0.908 0.930 0.956
APP/DEPART 0 / 596 975 / 1,029 2,184 / 1,440 2,112 / 2,206 0 SR-55 SB Ramps

NORTH SIDE
MacArthur WEST SIDE EAST SIDE MacArthur

SOUTH SIDE
SR-55 SB Ramps

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E SW S T O T A L 7:00 AM 0 0 0 0 0 0000 0 00 00 0
7:15 AM 0 0 0 0 0 0000 0 00 00 0
7:30 AM 0 0 0 0 0 0000 0 00 00 0
7:45 AM 0 0 0 0 0 0000 0 00 00 0
8:00 AM 0 0 0 0 0 0000 0 00 00 0
8:15 AM 0 0 0 0 0 0000 0 00 00 0
8:30 AM 0 0 0 0 0 0000 0 00 00 0
8:45 AM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 00 00 0
4:15 PM 0 0 0 0 0 0000 0 00 00 0
4:30 PM 0 0 0 0 0 0000 0 00 00 0
4:45 PM 0 0 0 0 0 0000 0 00 00 0
5:00 PM 0 0 0 0 0 0000 0 00 00 0
5:15 PM 0 0 0 0 0 0000 0 00 00 0
5:30 PM 0 0 0 0 0 0000 0 00 00 0
5:45 PM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
0000 0

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
SR-55 SB Ramps
MacArthur
PM BEGIN PEAK HR 4:30 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
SR-55 SB Ramps
PM WB queue
SR-55 SB Ramps MacArthur MacArthur

AMPM AM
7:30 AM
PM
4:30 PM
PEDESTRIAN + BIKE CROSSINGS
7:30 AM
Add U-Turns to Left Turns
K-1163
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC2183
Tue, May 14, 19 NORTH & SOUTH: LOCATION #: 22
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 2X1 X XXX22X3 1 0 0 0 0
7:00 AM 183 0 210 0 0 0 0 388 146 0 75 55 1,057 00 00 0 7:15 AM 188 0 207 0 0 0 0 365 193 0 88 48 1,089 00 00 0 7:30 AM 232 0 201 0 0 0 0 374 237 0 106 48 1,198 00 00 0 7:45 AM 215 0 264 0 0 0 0 423 219 0 142 62 1,325 00 00 0 8:00 AM 233 0 239 0 0 0 0 399 183 0 118 68 1,240 00 00 0 8:15 AM 219 0 262 0 0 0 0 397 149 0 145 63 1,235 00 00 0 8:30 AM 209 0 203 0 0 0 0 366 182 0 130 66 1,156 00 00 0 8:45 AM 176 0 247 0 0 0 0 374 146 0 134 74 1,151 00 00 0 VOLUMES 1,655 0 1,833 0 0 0 0 3,086 1,455 0 938 484 9,451 0 0 0 0 0 APPROACH % 47% 0% 53% 0% 0% 0% 0% 68% 32% 0% 66% 34%
APP/DEPART 3,488 / 484 0 / 1,455 4,541 / 4,919 1,422 / 2,593 0

BEGIN PEAK HR
VOLUMES 899 0 966 0 0 0 0 1,593 788 0 511 241 4,998
APPROACH % 48% 0% 52% 0% 0% 0% 0% 67% 33% 0% 68% 32%
PEAK HR FACTOR 0.969 0.000 0.927 0.904 0.943
APP/DEPART 1,865 / 241 0 / 788 2,381 / 2,559 752 / 1,410 0 4:00 PM 164 0 132 0 0 0 0 178 215 0 391 248 1,328 00 00 0 4:15 PM 144 0 122 0 0 0 0 183 160 0 355 271 1,235 00 10 1 4:30 PM 167 0 77 0 0 0 0 178 171 0 404 267 1,264 00 00 0 4:45 PM 159 0 90 0 0 0 0 164 177 0 336 284 1,210 00 00 0 5:00 PM 131 0 67 0 0 0 0 211 175 0 419 273 1,276 00 00 0 5:15 PM 160 0 70 0 0 0 0 206 160 0 336 227 1,159 00 00 0 5:30 PM 158 0 110 0 0 0 0 235 121 0 338 214 1,176 00 00 0 5:45 PM 152 0 93 0 0 0 0 181 151 0 297 218 1,092 00 00 0 VOLUMES 1,235 0 761 0 0 0 0 1,536 1,330 0 2,876 2,002 9,741 0 0 1 0 1 APPROACH % 62% 0% 38% 0% 0% 0% 0% 54% 46% 0% 59% 41%
APP/DEPART 1,996 / 2,002 0 / 1,330 2,867 / 2,297 4,878 / 4,112 0

BEGIN PEAK HR
VOLUMES 634 0 421 0 0 0 0 703 723 0 1,486 1,070 5,038
APPROACH % 60% 0% 40% 0% 0% 0% 0% 49% 51% 0% 58% 42%
PEAK HR FACTOR 0.891 0.000 0.908 0.952 0.948
APP/DEPART 1,055 / 1,070 0 / 723 1,427 / 1,124 2,556 / 2,121 0 SR-55 NB Ramps

NORTH SIDE
MacArthur WEST SIDE EAST SIDE MacArthur

SOUTH SIDE
SR-55 NB Ramps

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E SW S T O T A L 7:00 AM 0 0 0 0 0 0000 0 00 00 0
7:15 AM 0 0 0 0 0 0000 0 00 00 0
7:30 AM 0 0 0 0 0 0000 0 00 00 0
7:45 AM 0 0 0 0 0 0000 0 00 00 0
8:00 AM 0 0 0 0 0 0000 0 00 00 0
8:15 AM 0 0 0 0 0 0000 0 00 00 0
8:30 AM 0 0 0 0 0 0000 0 00 00 0
8:45 AM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 00 00 0
4:15 PM 0 0 0 0 0 0000 0 00 00 0
4:30 PM 0 0 0 0 0 0000 0 00 00 0
4:45 PM 0 0 0 0 0 0000 0 00 00 0
5:00 PM 0 0 0 0 0 0000 0 00 00 0
5:15 PM 0 0 0 0 0 0000 0 00 00 0
5:30 PM 0 0 0 0 0 0000 0 00 00 0
5:45 PM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
0000 0

AMPM AM
7:30 AM
PM
4:00 PM
PEDESTRIAN + BIKE CROSSINGS
7:30 AM
PM BEGIN PEAK HR 4:00 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
SR-55 NB Ramps
PM WB queue
SR-55 NB Ramps MacArthur MacArthur

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
SR-55 NB Ramps
MacArthur
Add U-Turns to Left Turns
K-1164
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC2183
Thu, May 16, 19 NORTH & SOUTH: LOCATION #: 28
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 1 . 5 0 . 5 20 . 5 1 . 5 113123 1 0 0 0 0
7:00 AM 73 5 119 7 46 12 3 254 66 76 129 23 813 00 00 0 7:15 AM 56 2 140 5 53 16 7 320 68 79 161 18 925 00 01 1 7:30 AM 64 7 127 12 72 16 2 344 81 95 153 21 994 00 00 0 7:45 AM 51 6 125 5 68 16 14 331 64 101 166 38 985 00 00 0 8:00 AM 65 6 120 14 47 11 6 314 76 90 167 27 943 00 01 1 8:15 AM 38 6 128 18 52 16 12 335 61 117 154 20 957 00 00 0 8:30 AM 45 3 88 18 41 18 7 243 70 131 137 18 819 00 00 0 8:45 AM 46 0 73 18 37 12 12 235 61 92 170 19 775 00 00 0 VOLUMES 438 35 920 97 416 117 63 2,376 547 781 1,237 184 7,211 0 0 0 2 2 APPROACH % 31% 3% 66% 15% 66% 19% 2% 80% 18% 35% 56% 8% APP/DEPART 1,393 / 282 630 / 1,742 2,986 / 3,395 2,202 / 1,792 0

BEGIN PEAK HR
VOLUMES 218 25 500 49 239 59 34 1,324 282 403 640 106 3,879 APPROACH % 29% 3% 67% 14% 69% 17% 2% 81% 17% 35% 56% 9% PEAK HR FACTOR 0.938 0.868 0.960 0.942 0.976
APP/DEPART 743 / 165 347 / 923 1,640 / 1,874 1,149 / 917 0 4:00 PM 74 1 43 30 57 19 18 308 62 113 219 14 958 00 00 0 4:15 PM 74 0 56 21 34 14 16 336 42 107 258 11 969 00 00 0 4:30 PM 64 2 55 26 55 24 11 383 51 138 238 9 1,056 01 01 2 4:45 PM 84 2 63 15 39 22 15 370 48 127 233 23 1,041 00 10 1 5:00 PM 74 4 49 40 61 36 19 372 57 138 257 15 1,122 00 00 0 5:15 PM 93 1 70 20 68 26 19 382 48 147 253 16 1,143 00 01 1 5:30 PM 59 1 56 23 40 16 23 341 32 97 243 18 949 00 10 1 5:45 PM 83 2 68 17 47 22 31 346 40 95 196 15 962 00 00 0 VOLUMES 605 13 460 192 401 179 152 2,838 380 962 1,897 121 8,200 0 1 2 2 5 APPROACH % 56% 1% 43% 25% 52% 23% 5% 84% 11% 32% 64% 4% APP/DEPART 1,078 / 285 772 / 1,741 3,370 / 3,491 2,980 / 2,683 0

BEGIN PEAK HR
VOLUMES 315 9 237 101 223 108 64 1,507 204 550 981 63 4,362 APPROACH % 56% 2% 42% 23% 52% 25% 4% 85% 11% 35% 62% 4% PEAK HR FACTOR 0.855 0.788 0.988 0.958 0.954
APP/DEPART 561 / 136 432 / 975 1,775 / 1,846 1,594 / 1,405 0 SR-55 SB Ramps

NORTH SIDE
Dyer WEST SIDE EAST SIDE Dyer

SOUTH SIDE
SR-55 SB Ramps

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E SW S T O T A L 7:00 AM 0 0 0 0 0 0000 0 00 00 0
7:15 AM 0 0 0 0 0 0000 0 00 00 0
7:30 AM 0 0 0 0 0 0000 0 00 00 0
7:45 AM 0 0 0 0 0 0000 0 00 00 0
8:00 AM 0 0 0 0 0 0000 0 00 00 0
8:15 AM 0 0 0 0 0 0000 0 00 00 0
8:30 AM 0 0 0 0 0 0000 0 00 00 0
8:45 AM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 00 00 0
4:15 PM 0 0 0 0 0 0000 0 00 00 0
4:30 PM 0 0 0 0 0 0000 0 00 00 0
4:45 PM 0 0 0 0 0 0000 0 00 00 0
5:00 PM 0 0 0 0 0 0000 0 00 00 0
5:15 PM 0 0 0 0 0 0000 0 00 00 0
5:30 PM 0 0 0 0 0 0000 0 00 00 0
5:45 PM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
0000 0

AMPM AM
7:30 AM
PM
4:30 PM
PEDESTRIAN + BIKE CROSSINGS
7:30 AM
PM BEGIN PEAK HR 4:30 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
SR-55 SB Ramps SR-55 SB Ramps Dyer Dyer

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
SR-55 SB Ramps
Dyer
Add U-Turns to Left Turns
K-1165
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Tue, Mar 1, 16 NORTH & SOUTH: LOCATION #: 5
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 211 1 2011112 0 0 0 0 0
7:00 AM 23 68 11 1 70 14 8 28 80 44 33 1 381 00 00 0
7:15 AM 6 17 31 7 3 9 41 6 8 3 78 55 73 9 1 491 00 00 0 7:30 AM 58 85 22 1 104 17 6 54 100 65 58 0 570 00 00 0
7:45 AM 70 93 27 3 72 17 15 61 107 53 65 1 584 00 00 0
8:00 AM 7 6 1 2 1 4 3 9 7 41 91 04 58 25 26 1 1 593 00 00 0 8:15 AM 4 89 62 8 3 9 42 2 5 2 77 15 65 5 3 508 00 00 0 8:30 AM 47 94 16 1 47 9 6 36 82 35 30 0 403 00 00 0
8:45 AM 4 4 1 1 2 2 9 0 3 01 21 43 46 73 24 3 0 417 00 00 0 VOLUMES 427 742 193 21 585 126 72 322 674 394 384 7 3,947 0 0 0 0 0 APPROACH % 31% 54% 14% 3% 80% 17% 7% 30% 63% 50% 49% 1% APP/DEPART 1,362 / 821 732 / 1,653 1,068 / 536 785 / 937 0

BEGIN PEAK HR
VOLUMES 252 395 120 16 344 75 36 187 360 226 239 5 2,255 APPROACH % 33% 51% 16% 4% 79% 17% 6% 32% 62% 48% 51% 1% PEAK HR FACTOR 0.799 0.891 0.796 0.955 0.951
APP/DEPART 767 / 436 435 / 930 583 / 323 470 / 566 0
4:00 PM 62 122 38 2 107 5 19 69 92 35 54 3 608 00 00 0
4:15 PM 72 111 60 5 103 11 16 53 100 31 33 2 597 00 00 0 4:30 PM 89 104 42 3 114 9 16 34 79 29 36 1 556 00 00 0
4:45 PM 91 114 40 1 118 14 12 45 79 23 38 2 577 00 00 0 5:00 PM 106 131 45 3 105 7 20 58 128 33 49 2 687 00 00 0 5:15 PM 109 132 38 5 125 11 24 82 112 33 61 3 735 00 00 0 5:30 PM 122 117 36 3 120 8 13 61 95 40 58 2 675 00 00 0 5:45 PM 116 90 34 3 129 9 21 56 108 42 101 3 712 00 00 0 VOLUMES 767 921 333 25 921 74 141 458 793 266 430 18 5,147 0 0 0 0 0 APPROACH % 38% 46% 16% 2% 90% 7% 10% 33% 57% 37% 60% 3% APP/DEPART 2,021 / 1,080 1,020 / 1,980 1,392 / 816 714 / 1,271 0

BEGIN PEAK HR
VOLUMES 453 470 153 14 479 35 78 257 443 148 269 10 2,809 APPROACH % 42% 44% 14% 3% 91% 7% 10% 33% 57% 35% 63% 2% PEAK HR FACTOR 0.954 0.936 0.892 0.731 0.955
APP/DEPART 1,076 / 558 528 / 1,070 778 / 424 427 / 757 0 Glassell

NORTH SIDE
La Veta WEST SIDE EAST SIDE La Veta

SOUTH SIDE
Glassell

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 1 3 0 1 5 0201 3 11 00 2
7:15 AM 2 0 2 2 6 2012 5 00 10 1
7:30 AM 3 1 1 1 6 3110 5 00 01 1
7:45 AM 2 3 3 0 8 1320 6 10 10 2
8:00 AM 0 2 2 2 6 0212 5 00 10 1
8:15 AM 2 2 2 1 7 1210 4 10 11 3
8:30 AM 6 1 0 3 10 6102 9 00 01 1
8:45 AM 4 0 3 3 10 4022 8 00 11 2
TOTAL 20 12 13 13 58 17 11 8 9 45 3 1 5 4 13
4:00 PM 1 5 2 2 10 1520 8 00 02 2
4:15 PM 2 3 1 5 11 2312 8 00 03 3
4:30 PM 2 1 0 5 8 2103 6 00 02 2
4:45 PM 5 2 0 5 12 4103 8 11 02 4
5:00 PM 8 0 6 2 16 7061 14 10 01 2
5:15 PM 5 1 3 2 11 4132 10 10 00 1
5:30 PM 5 3 3 0 11 4330 10 10 00 1
5:45 PM 4 0 3 5 12 4015 10 00 20 2
TOTAL 32 15 18 26 91 28 14 16 16 74 4 1 2 10 17

BICYCLE CROSSINGS

AMPM AM
7:30 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS

U-TURNS
Glassell Glassell La Veta La Veta

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Glassell
La Veta
Add U-Turns to Left Turns
K-1166
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Tue, Mar 1, 16 NORTH & SOUTH: LOCATION #: 1
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 12X X 21XXX 1 . 5 01 . 5 0 0 0 0
7:00 AM 62 71 0 0 133 56 0 0 0 61 0 44 427 00 00 0
7:15 AM 107 93 0 0 177 63 0 0 0 79 4 89 612 00 00 0
7:30 AM 109 124 0 0 174 76 0 0 0 67 0 101 651 00 00 0
7:45 AM 139 164 0 0 207 102 0 0 0 60 0 113 785 00 00 0
8:00 AM 125 158 0 0 156 91 0 0 0 67 0 106 703 00 00 0
8:15 AM 103 127 0 0 166 67 0 0 0 67 0 70 600 00 00 0
8:30 AM 99 98 0 0 142 44 0 0 0 92 0 70 545 00 00 0
8:45 AM 94 129 0 0 103 50 0 0 0 69 0 76 521 00 00 0
VOLUMES 838 964 0 0 1,258 549 0 0 0 562 4 669 4,844 0 0 0 0 0 APPROACH % 47% 53% 0% 0% 70% 30% 0% 0% 0% 46% 0% 54%
APP/DEPART 1,802 / 1,633 1,807 / 1,820 0 / 0 1,235 / 1,391 0

BEGIN PEAK HR
VOLUMES 480 539 0 0 714 332 0 0 0 273 4 409 2,751
APPROACH % 47% 53% 0% 0% 68% 32% 0% 0% 0% 40% 1% 60%
PEAK HR FACTOR 0.841 0.846 0.000 0.991 0.876
APP/DEPART 1,019 / 948 1,046 / 987 0 / 0 686 / 816 0
4:00 PM 99 134 0 0 171 45 0 0 0 31 1 52 533 00 00 0
4:15 PM 126 219 0 0 221 53 0 0 0 54 0 58 731 00 00 0
4:30 PM 123 188 0 0 182 55 0 0 0 53 0 62 663 00 00 0
4:45 PM 129 207 0 0 198 40 0 0 0 51 0 72 697 00 00 0
5:00 PM 138 239 0 0 198 68 0 0 0 39 1 88 771 00 00 0
5:15 PM 113 210 0 0 230 69 0 0 0 43 1 86 752 00 00 0
5:30 PM 144 225 0 0 200 47 0 0 0 55 2 66 739 00 00 0
5:45 PM 140 200 0 0 215 61 0 0 0 56 2 103 777 10 00 1
VOLUMES 1,012 1,622 0 0 1,615 438 0 0 0 382 7 587 5,663 1 0 0 0 1 APPROACH % 38% 62% 0% 0% 79% 21% 0% 0% 0% 39% 1% 60%
APP/DEPART 2,634 / 2,209 2,053 / 1,998 0 / 0 976 / 1,456 0

BEGIN PEAK HR
VOLUMES 535 874 0 0 843 245 0 0 0 193 6 343 3,039
APPROACH % 38% 62% 0% 0% 77% 23% 0% 0% 0% 36% 1% 63%
PEAK HR FACTOR 0.934 0.910 0.000 0.842 0.978
APP/DEPART 1,409 / 1,217 1,088 / 1,037 0 / 0 542 / 785 0 Glassell

NORTH SIDE
SR-22 WB Off-Ramps WEST SIDE EAST SIDE SR-22 WB Off-Ramps

SOUTH SIDE
Glassell

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 0 3 1 4 0010 1 00 21 3
7:15 AM 0 0 3 1 4 0020 2 00 11 2
7:30 AM 0 0 3 1 4 0020 2 00 11 2
7:45 AM 0 0 1 1 2 0010 1 00 01 1
8:00 AM 0 0 4 3 7 0023 5 00 20 2
8:15 AM 0 0 3 1 4 0010 1 00 21 3
8:30 AM 0 0 2 3 5 0012 3 00 11 2
8:45 AM 0 0 2 1 3 0010 1 00 11 2
TOTAL 0 0 21 12 33 0 0 11 5 16 0 0 10 7 17
4:00 PM 0 0 4 5 9 0024 6 00 21 3
4:15 PM 0 0 8 1 9 0041 5 00 40 4
4:30 PM 0 0 3 2 5 0020 2 00 12 3
4:45 PM 0 0 5 6 11 0023 5 00 33 6
5:00 PM 0 0 6 2 8 0040 4 00 22 4
5:15 PM 0 0 5 0 5 0020 2 00 30 3
5:30 PM 0 0 6 0 6 0030 3 00 30 3
5:45 PM 0 0 6 2 8 0040 4 00 22 4
TOTAL 0 0 43 18 61 0 0 23 8 31 0 0 20 10 30

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Glassell
SR-22 WB Off-Ramps

U-TURNS
Glassell Glassell SR-22 WB Off-Ramps SR-22 WB Off-Ramps

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1167
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Tue, Mar 1, 16 NORTH & SOUTH: LOCATION #: 2
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: X 2 1 1 2 X 1.3 0.3 1.3 X X X 0 0 0 0
7:00 AM 0 113 51 79 158 0 35 0 209 0 0 0 645 00 00 0
7:15 AM 0 167 51 58 192 0 46 0 239 0 0 0 753 00 00 0
7:30 AM 0 185 66 81 159 0 57 0 236 0 0 0 784 00 00 0
7:45 AM 0 222 50 71 182 0 84 0 241 0 0 0 850 00 00 0
8:00 AM 0 212 42 59 171 0 60 0 256 0 0 0 800 00 00 0
8:15 AM 0 147 40 70 162 0 53 1 271 0 0 0 744 00 00 0
8:30 AM 0 157 41 43 159 0 60 1 233 0 0 0 694 00 00 0
8:45 AM 0 145 36 53 128 0 71 0 208 0 0 0 641 00 00 0
VOLUMES 0 1,348 377 514 1,311 0 466 2 1,893 0 0 0 5,911 0 0 0 0 0 APPROACH % 0% 78% 22% 28% 72% 0% 20% 0% 80% 0% 0% 0%
APP/DEPART 1,725 / 1,814 1,825 / 3,204 2,361 / 893 0 / 00

BEGIN PEAK HR
VOLUMES 0 786 209 269 704 0 247 0 972 0 0 0 3,187
APPROACH % 0% 79% 21% 28% 72% 0% 20% 0% 80% 0% 0% 0%
PEAK HR FACTOR 0.915 0.961 0.938 0.000 0.937
APP/DEPART 995 / 1,033 973 / 1,676 1,219 / 478 0 / 00
4:00 PM 0 237 78 85 155 0 64 0 116 0 0 0 735 00 00 0
4:15 PM 0 226 64 92 164 0 86 0 126 0 0 0 758 01 00 1
4:30 PM 0 253 63 77 146 0 59 0 121 0 0 0 719 00 00 0
4:45 PM 0 265 58 91 138 0 77 0 129 0 0 0 758 00 00 0
5:00 PM 0 276 69 100 160 0 67 0 147 0 0 0 819 00 00 0
5:15 PM 0 277 85 87 157 0 53 2 119 0 0 0 780 00 00 0
5:30 PM 0 310 71 87 165 0 44 0 111 0 0 0 788 00 00 0
5:45 PM 0 292 70 92 172 0 56 1 106 0 0 0 789 00 00 0
VOLUMES 0 2,136 558 711 1,257 0 506 3 975 0 0 0 6,146 0 1 0 0 1 APPROACH % 0% 79% 21% 36% 64% 0% 34% 0% 66% 0% 0% 0%
APP/DEPART 2,694 / 2,643 1,968 / 2,232 1,484 / 1,271 0 / 00

BEGIN PEAK HR
VOLUMES 0 1,155 295 366 654 0 220 3 483 0 0 0 3,176
APPROACH % 0% 80% 20% 36% 64% 0% 31% 0% 68% 0% 0% 0%
PEAK HR FACTOR 0.951 0.966 0.825 0.000 0.969
APP/DEPART 1,450 / 1,375 1,020 / 1,137 706 / 664 0 / 00 Glassell

NORTH SIDE
SR-22 EB On-Ramps WEST SIDE EAST SIDE SR-22 EB On-Ramps

SOUTH SIDE
Glassell

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 0 3 1 4 0010 1 00 21 3
7:15 AM 0 0 4 1 5 0020 2 00 21 3
7:30 AM 0 0 1 1 2 0010 1 00 01 1
7:45 AM 0 0 3 1 4 0021 3 00 10 1
8:00 AM 0 0 4 2 6 0022 4 00 20 2
8:15 AM 0 0 2 1 3 0010 1 00 11 2
8:30 AM 0 0 2 4 6 0012 3 00 12 3
8:45 AM 0 1 2 0 3 0110 2 00 10 1
TOTAL 0 1 21 11 33 0 1 11 5 17 0 0 10 6 16
4:00 PM 0 0 6 5 11 0024 6 00 41 5
4:15 PM 0 0 7 2 9 0051 6 00 21 3
4:30 PM 0 0 4 3 7 0021 3 00 22 4
4:45 PM 0 0 5 5 10 0022 4 00 33 6
5:00 PM 0 0 7 1 8 0040 4 00 31 4
5:15 PM 0 2 5 0 7 0230 5 00 20 2
5:30 PM 0 0 6 0 6 0030 3 00 30 3
5:45 PM 0 0 11 3 14 0080 8 00 33 6
TOTAL 0 2 51 19 72 0 2 29 8 39 0 0 22 11 33

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Glassell
SR-22 EB On-Ramps

U-TURNS
Glassell Glassell SR-22 EB On-Ramps SR-22 EB On-Ramps

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1168
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Thu, Feb 11, 16 NORTH & SOUTH: LOCATION #: 2
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 130 1 2112011 1 0 0 0 0
7:00 AM 4 146 15 32 350 6 19 6 11 38 3 30 660 10 00 1
7:15 AM 3 169 23 27 367 7 18 15 13 55 3 55 755 30 00 3
7:30 AM 6 198 30 45 341 12 26 13 20 56 2 57 806 10 00 1 7:45 AM 3 183 31 50 333 8 29 22 13 63 9 52 796 11 00 2
8:00 AM 5 158 17 45 346 3 22 7 10 70 12 56 751 20 00 2
8:15 AM 9 152 27 28 387 3 19 5 11 66 5 35 747 21 00 3
8:30 AM 6 154 7 36 342 16 26 6 8 62 4 42 709 20 00 2
8:45 AM 2 164 22 31 335 11 15 6 9 47 1 41 684 10 00 1
VOLUMES 38 1,324 172 294 2,801 66 174 80 95 457 39 368 5,908 13 2 0 0 15 APPROACH % 2% 86% 11% 9% 89% 2% 50% 23% 27% 53% 5% 43%
APP/DEPART 1,534 / 1,868 3,161 / 3,366 349 / 544 864 / 130 0

BEGIN PEAK HR
VOLUMES 17 708 101 167 1,387 30 95 57 56 244 26 220 3,108 APPROACH % 2% 86% 12% 11% 88% 2% 46% 27% 27% 50% 5% 45% PEAK HR FACTOR 0.882 0.988 0.813 0.888 0.964
APP/DEPART 826 / 1,024 1,584 / 1,694 208 / 324 490 / 66 0 4:00 PM 11 271 36 31 181 12 14 11 3 40 6 31 647 42 00 6 4:15 PM 17 254 36 36 206 18 21 6 4 44 7 29 678 30 00 3
4:30 PM 15 306 34 45 187 14 12 4 4 44 9 24 698 53 00 8
4:45 PM 9 313 47 45 203 21 13 7 7 44 7 36 752 31 00 4
5:00 PM 9 303 53 54 164 23 25 12 7 54 4 38 746 34 00 7
5:15 PM 11 293 62 58 238 16 12 7 4 56 9 47 813 14 00 5
5:30 PM 14 297 60 58 218 17 23 13 11 61 18 45 835 31 00 4 5:45 PM 10 273 58 43 239 22 15 11 9 74 15 43 812 11 00 2 VOLUMES 96 2,310 386 370 1,636 143 135 71 49 417 75 293 5,981 23 16 0 0 39 APPROACH % 3% 83% 14% 17% 76% 7% 53% 28% 19% 53% 10% 37% APP/DEPART 2,792 / 2,754 2,149 / 2,125 255 / 811 785 / 291 0

BEGIN PEAK HR
VOLUMES 44 1,166 233 213 859 78 75 43 31 245 46 173 3,206 APPROACH % 3% 81% 16% 19% 75% 7% 50% 29% 21% 53% 10% 37% PEAK HR FACTOR 0.972 0.921 0.793 0.879 0.960
APP/DEPART 1,443 / 1,424 1,150 / 1,143 149 / 479 464 / 160 0 Grand

NORTH SIDE
Fairhaven WEST SIDE EAST SIDE Fairhaven

SOUTH SIDE
Grand

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 6 3 1 10 0611 8 00 20 2
7:15 AM 0 2 2 0 4 0220 4 00 00 0
7:30 AM 2 18 9 3 32 21 89 1 30 00 02 2
7:45 AM 18 22 18 8 66 18 22 16 8 64 00 20 2
8:00 AM 6 13 1 3 23 61 31 2 22 00 01 1
8:15 AM 1 3 1 1 6 1311 6 00 00 0
8:30 AM 2 3 3 2 10 2311 7 00 21 3
8:45 AM 2 1 4 0 7 2030 5 01 10 2
TOTAL 31 68 41 18 158 31 67 34 14 146 0 1 7 4 12
4:00 PM 3 4 1 1 9 3410 8 00 01 1
4:15 PM 4 2 1 1 8 4111 7 01 00 1
4:30 PM 2 3 4 2 11 2230 7 01 12 4
4:45 PM 1 6 2 3 12 1623 12 00 00 0
5:00 PM 6 8 4 0 18 5830 16 10 10 2
5:15 PM 3 4 9 3 19 2350 10 11 43 9
5:30 PM 8 6 2 5 21 8622 18 00 03 3
5:45 PM 0 10 14 1 25 01 08 1 19 00 60 6
TOTAL 27 43 37 16 123 25 40 25 7 97 2 3 12 9 26

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Grand
Fairhaven

U-TURNS
Grand Grand Fairhaven Fairhaven

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1169
Attachment 8
File Name : H1702015
Site Code :

Start Date : 2/9/2017
Page No : 1
City: SANTA ANA
N-S Direction: GRAND AVENUE
E-W Direction: SANTA CLARA AVENUE
Groups Printed- Turning Movements

GRAND AVENUE
Southbound

SANTA CLARA AVENUE
Westbound

GRAND AVENUE
Northbound

SANTA CLARA AVENUE
Eastbound
Start Time Right Thru Left Peds Right Thru Left Right Thru Left Right Thru Left Int. Total 07:00 47 415 37 1 39 31 17 17 88 7 10 31 26 766
07:15 78 364 64 0 47 54 19 28 83 13 11 56 35 852
07:30 84 333 80 1 67 58 33 31 131 15 13 65 26 937
07:45 76 317 83 0 52 51 36 37 133 29 16 58 32 920
Total 285 1429 264 2 205 194 105 113 435 64 50 210 119 3475 08:00 71 362 54 0 38 61 28 19 102 7 6 47 45 840
08:15 70 442 35 0 32 47 30 24 91 5 6 32 26 840
08:30 46 429 54 0 29 18 22 19 118 10 15 20 20 800
08:45 45 338 48 0 30 17 25 20 104 11 12 25 21 696
Total 232 1571 191 0 129 143 105 82 415 33 39 124 112 3176 *** BREAK ***
16:00 45 163 42 1 44 56 35 42 249 22 5 32 33 769
16:15 47 168 38 1 25 46 38 62 268 18 10 31 37 789
16:30 26 195 31 0 43 45 36 55 280 18 11 36 36 812
16:45 43 170 48 1 49 57 25 47 276 17 14 34 36 817
Total 161 696 159 3 161 204 134 206 1073 75 40 133 142 3187 17:00 61 201 40 2 87 68 32 64 297 16 7 56 43 974
17:15 60 234 60 2 52 63 29 59 286 28 7 39 46 965
17:30 48 179 56 0 59 55 37 50 287 26 8 43 27 875
17:45 44 228 57 1 54 50 34 65 280 15 12 50 38 928
Total 213 842 213 5 252 236 132 238 1150 85 34 188 154 3742 Grand Total 891 4538 827 10 747 777 476 639 3073 257 163 655 527 13580 Apprch % 14.2 72.4 13.2 0.2 37.3 38.8 23.8 16.1 77.4 6.5 12.1 48.7 39.2 Total % 6.6 33.4 6.1 0.1 5.5 5.7 3.5 4.7 22.6 1.9 1.2 4.8 3.9 Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1170
Attachment 8
File Name : H1702015
Site Code :

Start Date : 2/9/2017
Page No : 2
City: SANTA ANA
N-S Direction: GRAND AVENUE
E-W Direction: SANTA CLARA AVENUE

GRAND AVENUE
Southbound

SANTA CLARA AVENUE
Westbound

GRAND AVENUE
Northbound

SANTA CLARA AVENUE
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15
07:15
78 364 64 0 506 47 54 19 120 28 83 13 124 11 56 35 102 852 07:30 84 333 80 1 498 67 58 33 158 31 131 15 177 13 65 26 104 937 07:45 76 317 83 0 476 52 51 36 139 37 133 29 199 16 58 32 106 920 08:00 71 362 54 0 487 38 61 28 127 19 102 7 128 6 47 45 98 840 Total Volume 309 1376 281 1 1967 204 224 116 544 115 449 64 628 46 226 138 410 3549 % App. Total 15.7 70 14.3 0.1 37.5 41.2 21.3 18.3 71.5 10.2 11.2 55.1 33.7 PHF .920 .945 .846 .250 .972 .761 .918 .806 .861 .777 .844 .552 .789 .719 .869 .767 .967 .947

GRAND AVENUE

SANTA CLARA AVENUE

GRAND AVENUE
Right
309
Thru
1376
Left
281
Peds
1 InOut Total
791 1967 2758
Right
204
Thru
224
Left
116
OutTotal In
622 544 1166
Left
64 Thru
449
Right
115
Out TotalIn
1538 628 2166
Left
138
Thru
226
Right
46 TotalOut In
597 410 1007
Peak Hour Begins at 07:15

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1171
Attachment 8
File Name : H1702015
Site Code :

Start Date : 2/9/2017
Page No : 3
City: SANTA ANA
N-S Direction: GRAND AVENUE
E-W Direction: SANTA CLARA AVENUE

GRAND AVENUE
Southbound

SANTA CLARA AVENUE
Westbound

GRAND AVENUE
Northbound

SANTA CLARA AVENUE
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 17:00
17:00
61 201 40 2 304 87 68 32 187 64 297 16 377 7 56 43 106 974 17:15 60 234 60 2 356 52 63 29 144 59 286 28 373 7 39 46 92 965 17:30 48 179 56 0 283 59 55 37 151 50 287 26 363 8 43 27 78 875 17:45 44 228 57 1 330 54 50 34 138 65 280 15 360 12 50 38 100 928 Total Volume 213 842 213 5 1273 252 236 132 620 238 1150 85 1473 34 188 154 376 3742 % App. Total 16.7 66.1 16.7 0.4 40.6 38.1 21.3 16.2 78.1 5.8 9 50 41 PHF .873 .900 .888 .625 .894 .724 .868 .892 .829 .915 .968 .759 .977 .708 .839 .837 .887 .960

GRAND AVENUE

SANTA CLARA AVENUE

GRAND AVENUE
Right
213
Thru
842
Left
213
Peds
5 InOut Total
1556 1273 2829
Right
252
Thru
236
Left
132
OutTotal In
639 620 1259
Left
85 Thru
1150
Right
238
Out TotalIn
1008 1473 2481
Left
154
Thru
188
Right
34 TotalOut In
534 376 910
Peak Hour Begins at 17:00

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
K-1172
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC2183
Tue, May 14, 19 NORTH & SOUTH: LOCATION #: 24
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 130 1 2123023 0 0 0 0 0
7:00 AM 24 85 43 45 293 34 38 137 41 46 115 10 911 10 50 6 7:15 AM 32 100 80 51 301 46 46 183 31 67 176 18 1,131 30 50 8 7:30 AM 49 146 87 60 309 60 64 216 31 89 210 26 1,347 10 60 7 7:45 AM 43 137 97 77 289 73 53 217 17 84 236 24 1,347 20 30 5 8:00 AM 37 88 59 95 287 53 58 210 25 65 177 19 1,173 00 40 4 8:15 AM 36 70 56 67 314 39 35 169 34 59 132 15 1,026 30 50 8 8:30 AM 44 93 50 62 305 35 33 137 35 48 114 26 982 10 1 2 0 13 8:45 AM 41 77 50 80 293 45 30 144 30 46 113 13 962 10 20 3 VOLUMES 306 796 522 537 2,391 385 357 1,413 244 504 1,273 151 8,879 12 0 42 0 54 APPROACH % 19% 49% 32% 16% 72% 12% 18% 70% 12% 26% 66% 8% APP/DEPART 1,624 / 1,262 3,313 / 3,151 2,014 / 2,472 1,928 / 1,994 0

BEGIN PEAK HR
VOLUMES 161 471 323 283 1,186 232 221 826 104 305 799 87 4,998 APPROACH % 17% 49% 34% 17% 70% 14% 19% 72% 9% 26% 67% 7% PEAK HR FACTOR 0.847 0.969 0.925 0.866 0.928
APP/DEPART 955 / 761 1,701 / 1,601 1,151 / 1,432 1,191 / 1,204 0 4:00 PM 76 196 78 49 111 33 54 171 24 60 246 58 1,156 00 50 5 4:15 PM 64 193 55 55 132 51 62 204 29 59 255 50 1,209 00 80 8 4:30 PM 64 222 62 45 105 28 69 185 25 79 251 45 1,180 00 1 3 0 13 4:45 PM 68 211 58 59 111 24 72 196 39 74 292 51 1,255 20 90 11 5:00 PM 61 186 47 72 154 31 111 232 42 80 262 36 1,314 10 1 3 0 14 5:15 PM 52 212 49 77 157 29 82 242 39 68 287 46 1,340 10 60 7 5:30 PM 62 259 64 59 154 42 77 207 27 75 255 66 1,347 10 1 1 0 12 5:45 PM 68 249 48 66 126 52 75 168 40 61 213 49 1,215 30 1 4 0 17 VOLUMES 515 1,728 461 482 1,050 290 602 1,605 265 556 2,061 401 10,016 8 0 79 0 87 APPROACH % 19% 64% 17% 26% 58% 16% 24% 65% 11% 18% 68% 13% APP/DEPART 2,704 / 2,652 1,822 / 1,879 2,472 / 2,548 3,018 / 2,937 0

BEGIN PEAK HR
VOLUMES 243 868 218 267 576 126 342 877 147 297 1,096 199 5,256 APPROACH % 18% 65% 16% 28% 59% 13% 25% 64% 11% 19% 69% 13% PEAK HR FACTOR 0.863 0.921 0.887 0.954 0.976
APP/DEPART 1,329 / 1,370 969 / 1,025 1,366 / 1,362 1,592 / 1,499 0 Grand

NORTH SIDE
17th WEST SIDE EAST SIDE 17th

SOUTH SIDE
Grand

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E SW S T O T A L 7:00 AM 0 0 0 0 0 0000 0 00 00 0
7:15 AM 0 0 0 0 0 0000 0 00 00 0
7:30 AM 0 0 0 0 0 0000 0 00 00 0
7:45 AM 0 0 0 0 0 0000 0 00 00 0
8:00 AM 0 0 0 0 0 0000 0 00 00 0
8:15 AM 0 0 0 0 0 0000 0 00 00 0
8:30 AM 0 0 0 0 0 0000 0 00 00 0
8:45 AM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 00 00 0
4:15 PM 0 0 0 0 0 0000 0 00 00 0
4:30 PM 0 0 0 0 0 0000 0 00 00 0
4:45 PM 0 0 0 0 0 0000 0 00 00 0
5:00 PM 0 0 0 0 0 0000 0 00 00 0
5:15 PM 0 0 0 0 0 0000 0 00 00 0
5:30 PM 0 0 0 0 0 0000 0 00 00 0
5:45 PM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
0000 0

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Grand
17th
PM BEGIN PEAK HR 4:45 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Grand Grand 17th 17th

AMPM AM
7:15 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
Add U-Turns to Left Turns
K-1173
Attachment 8

T816
DATE: LOCATION: PROJECT #: SC1220
Thu, Feb 16, 17 NORTH & SOUTH: LOCATION #: 3
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: X21 1 3XXXX2X 1 0 0 0 0
7 : 0 0 A M 0 1 2 3 1 0 6 1 9 4 1 1 0000 1 0 4 03 1 794 03 00 3 7:15 AM 0 1 8 4 1 0 884 9 5 0000 9 7 01 5 907 03 00 3
7:30 AM 0 2 2 6 1 3 7 1 2 4 8 2 0000 9 4 03 1 982 01 00 1 7:45 AM 0 2 2 9 1 1 7 2 0 4 2 5 0000 1 3 1 04 3 965 07 00 7 8:00 AM 0 1 6 7 1 0 3 1 6 4 1 2 0000 1 2 0 03 3 851 06 00 6 8:15 AM 0 1 4 7 1 0 3 1 2 3 8 9 0000 9 7 04 1 789 05 00 5 8:30 AM 0 1 5 3 1 0 493 8 0 0000 9 3 03 3 772 04 00 4
8:45 AM 0 1 5 1 9 6 63 5 4 0000 1 1 5 03 7 759 00 00 0
VO L U M E S 0 1 , 3 8 0 8 7 4 1 0 2 3 , 3 4 8 0000 8 5 1 0 2 6 4 6 , 8 1 9 0 2 9 0 0 2 9 APPROACH % 0% 61% 39% 3% 97% 0% 0% 0% 0% 76% 0% 24%
APP/DEPART 2,254 / 1,673 3,450 / 4,199 0 / 947 1,115 / 00

BEGIN PEAK HR
VO L U M E S 0 8 0 6 4 6 5 5 6 1 , 8 1 4 0000 4 4 2 0 1 2 2 3 , 7 0 5 APPROACH % 0% 63% 37% 3% 97% 0% 0% 0% 0% 78% 0% 22%
PEAK HR FACTOR 0.875 0.929 0.000 0.810 0.943
APP/DEPART 1,271 / 945 1,870 / 2,256 0 / 504 564 / 00
4 : 0 0 P M 0 2 9 2 2 6 0 1 2 2 1 7 0000 3 8 03 8 857 08 00 8 4:15 PM 0 2 8 6 2 6 2 1 4 2 1 0 0000 4 3 04 6 861 07 00 7 4:30 PM 0 3 1 3 2 4 4 1 4 2 2 3 0000 5 0 04 6 890 07 00 7 4:45 PM 0 3 3 7 2 2 182 6 2 0000 3 7 03 6 901 07 00 7
5:00 PM 0 3 0 7 2 4 6 1 2 2 8 0 0000 2 2 04 2 909 06 00 6 5:15 PM 0 3 3 5 2 7 3 1 2 2 7 3 0000 4 2 02 8 963 06 00 6 5:30 PM 0 2 8 6 2 3 3 1 2 2 8 5 0000 3 0 05 1 897 06 00 6 5:45 PM 0 3 3 0 2 1 9 1 0 2 9 1 0000 4 4 04 5 939 05 00 5 VO L U M E S 0 2 , 4 8 6 1 , 9 5 8 9 4 2 , 0 4 1 0000 3 0 6 0 3 3 2 7 , 2 1 7 0 5 2 0 0 5 2 APPROACH % 0% 56% 44% 4% 96% 0% 0% 0% 0% 48% 0% 52%
APP/DEPART 4,444 / 2,870 2,135 / 2,347 0 / 2,000 638 / 00

BEGIN PEAK HR
VO L U M E S 0 1 , 2 5 8 9 7 1 4 6 1 , 1 2 9 0000 1 3 8 0 1 6 6 3 , 7 0 8 APPROACH % 0% 56% 44% 4% 96% 0% 0% 0% 0% 45% 0% 55%
PEAK HR FACTOR 0.917 0.976 0.000 0.854 0.963
APP/DEPART 2,229 / 1,447 1,175 / 1,267 0 / 994 304 / 00 Grand

NORTH SIDE
I-5 NB Ramps WEST SIDE EAST SIDE I-5 NB Ramps

SOUTH SIDE
Grand

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E SW S T O T A L 7:00 AM 0 0 0 0 0 0000 0 00 00 0
7:15 AM 0 0 0 0 0 0000 0 00 00 0
7:30 AM 0 0 0 0 0 0000 0 00 00 0
7:45 AM 0 0 0 0 0 0000 0 00 00 0
8:00 AM 0 0 0 0 0 0000 0 00 00 0
8:15 AM 0 0 0 0 0 0000 0 00 00 0
8:30 AM 0 0 0 0 0 0000 0 00 00 0
8:45 AM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 00 00 0
4:15 PM 0 0 0 0 0 0000 0 00 00 0
4:30 PM 0 0 0 0 0 0000 0 00 00 0
4:45 PM 0 0 0 0 0 0000 0 00 00 0
5:00 PM 0 0 0 0 0 0000 0 00 00 0
5:15 PM 0 0 0 0 0 0000 0 00 00 0
5:30 PM 0 0 0 0 0 0000 0 00 00 0
5:45 PM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS

U-TURNS
Grand Grand I-5 NB Ramps I-5 NB Ramps

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Grand
I-5 NB Ramps
Add U-Turns to Left Turns
K-1174
Attachment 8

T816
DATE: LOCATION: PROJECT #: SC1220
Thu, Feb 16, 17 NORTH & SOUTH: LOCATION #: 2
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 1 2 . 5 0 . 51 22212 0 . 5 10 . 5 0 0 0 0
7:00 AM 14 210 14 25 256 235 30 35 126 2 25 8 980 00 00 0 7:15 AM 12 194 11 49 263 241 62 49 90 1 51 8 1,031 10 00 1 7:30 AM 18 292 18 37 308 253 60 61 99 2 123 9 1,280 20 00 2 7:45 AM 18 273 13 22 307 239 75 51 97 0 141 9 1,245 00 00 0 8:00 AM 20 214 7 28 253 265 58 49 129 1 47 7 1,078 01 00 1 8:15 AM 19 214 9 10 271 219 45 33 98 3 27 3 951 40 00 4 8:30 AM 22 198 10 15 275 186 46 25 99 3 32 3 914 20 00 2 8:45 AM 17 186 5 13 286 181 49 22 95 5 24 11 894 10 00 1 VOLUMES 140 1,781 87 199 2,219 1,819 425 325 833 17 470 58 8,373 10 1 0 0 11 APPROACH % 7% 89% 4% 5% 52% 43% 27% 21% 53% 3% 86% 11%
APP/DEPART 2,008 / 2,265 4,237 / 3,079 1,583 / 610 545 / 2,419 0

BEGIN PEAK HR
VOLUMES 68 973 49 136 1,131 998 255 210 415 4 362 33 4,634 APPROACH % 6% 89% 4% 6% 50% 44% 29% 24% 47% 1% 91% 8%
PEAK HR FACTOR 0.831 0.947 0.932 0.665 0.905
APP/DEPART 1,090 / 1,262 2,265 / 1,553 880 / 394 399 / 1,425 0 4:00 PM 31 435 3 5 131 103 63 18 68 4 19 12 892 01 00 1 4:15 PM 33 417 3 12 160 98 87 22 91 4 26 23 976 21 00 3 4:30 PM 50 461 3 5 126 122 95 24 88 6 45 21 1,046 11 00 2 4:45 PM 40 441 4 9 167 118 87 23 105 3 41 18 1,056 00 00 0 5:00 PM 48 427 5 5 190 120 85 91 77 3 34 22 1,107 00 00 0 5:15 PM 47 483 5 8 177 126 80 47 69 7 40 20 1,109 51 00 6 5:30 PM 38 457 13 12 177 137 73 37 84 5 33 23 1,089 10 00 1 5:45 PM 29 465 7 8 183 133 80 19 76 4 23 29 1,056 20 00 2 VOLUMES 316 3,586 43 64 1,311 957 650 281 658 36 261 168 8,331 11 4 0 0 15 APPROACH % 8% 91% 1% 3% 56% 41% 41% 18% 41% 8% 56% 36%
APP/DEPART 3,945 / 4,408 2,332 / 2,016 1,589 / 384 465 / 1,523 0

BEGIN PEAK HR
VOLUMES 162 1,832 30 33 727 516 318 194 306 19 130 94 4,361 APPROACH % 8% 91% 1% 3% 57% 40% 39% 24% 37% 8% 53% 39%
PEAK HR FACTOR 0.946 0.979 0.808 0.907 0.983
APP/DEPART 2,024 / 2,245 1,276 / 1,060 818 / 256 243 / 800 0 Grand

NORTH SIDE
Santa Ana WEST SIDE EAST SIDE Santa Ana

SOUTH SIDE
Grand

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E SW S T O T A L 7:00 AM 0 0 0 0 0 0000 0 00 00 0
7:15 AM 0 0 0 0 0 0000 0 00 00 0
7:30 AM 0 0 0 0 0 0000 0 00 00 0
7:45 AM 0 0 0 0 0 0000 0 00 00 0
8:00 AM 0 0 0 0 0 0000 0 00 00 0
8:15 AM 0 0 0 0 0 0000 0 00 00 0
8:30 AM 0 0 0 0 0 0000 0 00 00 0
8:45 AM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 00 00 0
4:15 PM 0 0 0 0 0 0000 0 00 00 0
4:30 PM 0 0 0 0 0 0000 0 00 00 0
4:45 PM 0 0 0 0 0 0000 0 00 00 0
5:00 PM 0 0 0 0 0 0000 0 00 00 0
5:15 PM 0 0 0 0 0 0000 0 00 00 0
5:30 PM 0 0 0 0 0 0000 0 00 00 0
5:45 PM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS

U-TURNS
Grand Grand Santa Ana Santa Ana

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Grand
Santa Ana
Add U-Turns to Left Turns
K-1175
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC2183
Thu, May 16, 19 NORTH & SOUTH: LOCATION #: 25
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 230 2 3123022 0 0 0 0 0
7:00 AM 14 109 12 23 348 25 48 241 26 50 192 18 1,106 00 01 1 7:15 AM 42 163 8 25 357 47 64 246 37 50 212 23 1,274 00 10 1 7:30 AM 63 223 10 25 379 36 91 169 70 76 233 28 1,403 02 20 4 7:45 AM 69 197 9 18 351 38 94 177 62 71 233 24 1,343 01 02 3 8:00 AM 36 160 7 30 330 51 79 193 53 47 180 23 1,189 00 12 3 8:15 AM 35 136 11 22 381 35 67 249 34 47 182 25 1,224 00 21 3 8:30 AM 42 146 6 24 342 39 63 250 43 44 191 30 1,220 01 22 5 8:45 AM 35 138 7 19 346 35 48 257 56 53 180 27 1,201 00 04 4 VOLUMES 336 1,272 70 186 2,834 306 554 1,782 381 438 1,603 198 9,960 0 4 8 12 24 APPROACH % 20% 76% 4% 6% 85% 9% 20% 66% 14% 20% 72% 9%
APP/DEPART 1,678 / 2,020 3,326 / 3,641 2,717 / 2,046 2,239 / 2,253 0

BEGIN PEAK HR
VOLUMES 210 743 34 98 1,417 172 328 785 222 244 858 98 5,209 APPROACH % 21% 75% 3% 6% 84% 10% 25% 59% 17% 20% 72% 8% PEAK HR FACTOR 0.834 0.959 0.962 0.890 0.928
APP/DEPART 987 / 1,168 1,687 / 1,879 1,335 / 918 1,200 / 1,244 0 4:00 PM 42 338 10 27 149 75 67 224 26 31 238 34 1,261 02 31 6 4:15 PM 31 300 12 35 181 63 69 201 23 33 213 57 1,218 01 24 7 4:30 PM 47 299 7 34 191 75 63 240 20 39 232 44 1,291 22 03 7 4:45 PM 43 311 8 22 178 66 75 243 21 46 248 36 1,297 00 45 9 5:00 PM 37 279 10 27 149 61 88 265 21 36 239 45 1,257 04 32 9 5:15 PM 37 279 7 22 190 47 71 216 28 30 231 49 1,207 03 10 4 5:30 PM 37 250 8 21 168 69 85 204 26 26 223 40 1,157 02 30 5 5:45 PM 43 269 11 18 166 66 93 225 18 34 221 55 1,219 02 02 4 VOLUMES 317 2,325 73 206 1,372 522 611 1,818 183 275 1,845 360 9,907 2 16 16 17 51 APPROACH % 12% 86% 3% 10% 65% 25% 23% 70% 7% 11% 74% 15% APP/DEPART 2,715 / 3,296 2,100 / 1,815 2,612 / 2,098 2,480 / 2,698 0

BEGIN PEAK HR
VOLUMES 163 1,248 37 118 699 279 274 908 90 149 931 171 5,067 APPROACH % 11% 86% 3% 11% 64% 25% 22% 71% 7% 12% 74% 14% PEAK HR FACTOR 0.928 0.913 0.938 0.948 0.977
APP/DEPART 1,448 / 1,689 1,096 / 927 1,272 / 1,071 1,251 / 1,380 0 Grand

NORTH SIDE
1st WEST SIDE EAST SIDE 1st

SOUTH SIDE
Grand

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E SW S T O T A L 7:00 AM 0 0 0 0 0 0000 0 00 00 0
7:15 AM 0 0 0 0 0 0000 0 00 00 0
7:30 AM 0 0 0 0 0 0000 0 00 00 0
7:45 AM 0 0 0 0 0 0000 0 00 00 0
8:00 AM 0 0 0 0 0 0000 0 00 00 0
8:15 AM 0 0 0 0 0 0000 0 00 00 0
8:30 AM 0 0 0 0 0 0000 0 00 00 0
8:45 AM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 00 00 0
4:15 PM 0 0 0 0 0 0000 0 00 00 0
4:30 PM 0 0 0 0 0 0000 0 00 00 0
4:45 PM 0 0 0 0 0 0000 0 00 00 0
5:00 PM 0 0 0 0 0 0000 0 00 00 0
5:15 PM 0 0 0 0 0 0000 0 00 00 0
5:30 PM 0 0 0 0 0 0000 0 00 00 0
5:45 PM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
0000 0

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Grand
1st
PM BEGIN PEAK HR 4:00 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Grand Grand 1st 1st

AMPM AM
7:15 AM
PM
4:00 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
Add U-Turns to Left Turns
K-1176
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Thu, Feb 11, 16 NORTH & SOUTH: LOCATION #: 29
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 130 1 3012012 0 0 0 0 0
7:00 AM 10 136 30 31 363 21 15 77 22 23 28 41 797 00 00 0 7:15 AM 9 152 44 39 406 14 21 114 35 21 82 53 990 00 00 0 7:30 AM 15 186 48 41 443 9 13 135 34 21 109 54 1,108 01 00 1 7:45 AM 16 184 47 31 473 10 12 89 19 40 105 66 1,092 00 00 0 8:00 AM 10 186 17 32 396 14 11 64 17 31 37 34 849 00 00 0 8:15 AM 4 138 26 32 403 14 18 70 21 17 27 32 802 00 00 0 8:30 AM 5 157 20 30 360 9 15 54 21 16 38 35 760 00 00 0 8:45 AM 13 133 21 24 346 22 18 39 11 15 39 21 702 00 00 0 VOLUMES 82 1,272 253 260 3,190 113 123 642 180 184 465 336 7,100 0 1 0 0 1 APPROACH % 5% 79% 16% 7% 90% 3% 13% 68% 19% 19% 47% 34% APP/DEPART 1,607 / 1,732 3,563 / 3,554 945 / 1,154 985 / 660 0

BEGIN PEAK HR
VOLUMES 50 708 156 143 1,718 47 57 402 105 113 333 207 4,039 APPROACH % 5% 77% 17% 7% 90% 2% 10% 71% 19% 17% 51% 32% PEAK HR FACTOR 0.918 0.928 0.775 0.774 0.911
APP/DEPART 914 / 973 1,908 / 1,936 564 / 700 653 / 430 0 4:00 PM 40 279 50 37 166 21 15 82 14 29 69 58 860 00 00 0 4:15 PM 25 246 42 35 152 22 22 58 11 32 97 45 787 00 00 0 4:30 PM 42 243 41 32 162 34 26 69 21 21 76 46 813 01 00 1 4:45 PM 27 241 41 39 158 30 26 64 13 20 78 37 774 01 00 1 5:00 PM 28 182 20 24 176 35 23 59 13 26 96 43 725 00 00 0 5:15 PM 35 232 42 36 192 19 25 81 13 18 74 26 793 00 01 1 5:30 PM 30 222 61 31 184 21 16 86 16 26 84 62 839 00 00 0 5:45 PM 18 278 42 28 163 22 25 66 14 33 84 45 818 02 00 2 VOLUMES 245 1,923 339 262 1,353 204 178 565 115 205 658 362 6,409 0 4 0 1 5 APPROACH % 10% 77% 14% 14% 74% 11% 21% 66% 13% 17% 54% 30% APP/DEPART 2,507 / 2,467 1,819 / 1,672 858 / 1,163 1,225 / 1,107 0

BEGIN PEAK HR
VOLUMES 134 1,009 174 143 638 107 89 273 59 102 320 186 3,234 APPROACH % 10% 77% 13% 16% 72% 12% 21% 65% 14% 17% 53% 31% PEAK HR FACTOR 0.892 0.974 0.907 0.874 0.940
APP/DEPART 1,317 / 1,286 888 / 799 421 / 588 608 / 561 0 Grand

NORTH SIDE
Chestnut WEST SIDE EAST SIDE Chestnut

SOUTH SIDE
Grand

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 18 9 10 2 39 1 7 872 34 11 30 5
7:15 AM 59 25 29 13 126 57 20 29 12 118 25 01 8
7:30 AM 178 35 63 42 318 175 33 62 39 309 32 13 9
7:45 AM 122 11 20 21 174 119 10 19 18 166 31 13 8
8:00 AM 4 3 2 2 11 3112 7 12 10 4
8:15 AM 2 6 7 0 15 2550 12 01 20 3
8:30 AM 5 2 3 2 12 4122 9 11 10 3
8:45 AM 0 1 2 1 4 0021 3 01 00 1
TOTAL 388 92 136 83 699 377 78 127 76 658 11 14 9 7 41
4:00 PM 69 11 4 17 101 68 9 3 16 96 12 11 5
4:15 PM 29 9 4 7 49 2 7 726 42 22 21 7
4:30 PM 28 6 9 7 50 2 3 455 37 52 42 13
4:45 PM 9 4 6 8 27 6125 14 33 43 13
5:00 PM 10 8 7 4 29 1 0 452 21 04 22 8
5:15 PM 6 1 3 2 12 4121 8 20 11 4
5:30 PM 6 7 6 6 25 1724 14 50 42 11
5:45 PM 5 4 3 6 18 4425 15 10 11 3
TOTAL 162 50 42 57 311 143 37 23 44 247 19 13 19 13 64

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Grand
Chestnut

U-TURNS
Grand Grand Chestnut Chestnut

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
4:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1177
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Tue, Feb 9, 16 NORTH & SOUTH: LOCATION #: 38
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 130 1 3012012 0 0 0 0 0
7:00 AM 22 137 16 40 320 28 37 136 31 22 90 20 899 00 00 0 7:15 AM 28 144 22 54 321 35 46 156 48 25 93 14 986 00 00 0 7:30 AM 37 180 29 44 439 41 48 127 52 20 81 26 1,124 00 00 0 7:45 AM 50 192 24 68 362 43 43 135 43 28 133 29 1,150 00 00 0 8:00 AM 49 177 28 61 405 29 41 159 31 39 96 32 1,147 00 00 0 8:15 AM 19 130 28 45 317 29 28 143 20 29 78 29 895 00 00 0 8:30 AM 16 125 18 35 329 21 31 106 21 25 57 9 793 00 00 0 8:45 AM 13 114 18 47 270 27 25 87 17 18 70 30 736 00 00 0 VOLUMES 234 1,199 183 394 2,763 253 299 1,049 263 206 698 189 7,730 0 0 0 0 0 APPROACH % 14% 74% 11% 12% 81% 7% 19% 65% 16% 19% 64% 17% APP/DEPART 1,616 / 1,687 3,410 / 3,232 1,611 / 1,626 1,093 / 1,185 0

BEGIN PEAK HR
VOLUMES 164 693 103 227 1,527 148 178 577 174 112 403 101 4,407 APPROACH % 17% 72% 11% 12% 80% 8% 19% 62% 19% 18% 65% 16% PEAK HR FACTOR 0.902 0.907 0.929 0.811 0.958
APP/DEPART 960 / 972 1,902 / 1,813 929 / 907 616 / 715 0 4:00 PM 39 278 39 28 135 53 33 96 19 24 138 35 917 00 00 0 4:15 PM 42 244 50 41 143 56 28 93 19 21 169 26 932 00 00 0 4:30 PM 52 280 47 40 161 33 30 99 25 17 163 34 981 00 00 0 4:45 PM 52 285 47 30 118 56 25 96 16 16 143 36 920 00 00 0 5:00 PM 42 264 41 34 172 36 38 127 24 27 178 39 1,022 00 00 0 5:15 PM 48 276 55 28 150 36 30 135 14 22 175 36 1,005 00 00 0 5:30 PM 39 291 61 35 123 49 20 96 20 22 176 26 958 00 00 0 5:45 PM 27 275 50 22 130 45 21 121 14 15 160 37 917 00 00 0 VOLUMES 341 2,193 390 258 1,132 364 225 863 151 164 1,302 269 7,652 0 0 0 0 0 APPROACH % 12% 75% 13% 15% 65% 21% 18% 70% 12% 9% 75% 16% APP/DEPART 2,924 / 2,687 1,754 / 1,447 1,239 / 1,511 1,735 / 2,007 0

BEGIN PEAK HR
VOLUMES 194 1,105 190 132 601 161 123 457 79 82 659 145 3,928 APPROACH % 13% 74% 13% 15% 67% 18% 19% 69% 12% 9% 74% 16% PEAK HR FACTOR 0.969 0.924 0.872 0.908 0.961
APP/DEPART 1,489 / 1,373 894 / 762 659 / 779 886 / 1,014 0 Grand

NORTH SIDE
McFadden WEST SIDE EAST SIDE McFadden

SOUTH SIDE
Grand

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 14 11 8 7 40 1 0 874 29 43 13 11
7:15 AM 23 31 13 23 90 19 30 12 20 81 41 13 9
7:30 AM 23 51 22 21 117 21 49 22 18 110 22 03 7
7:45 AM 52 105 38 55 250 50 104 38 49 241 21 06 9
8:00 AM 17 26 5 8 56 16 24 4 6 50 12 12 6
8:15 AM 11 7 6 5 29 9755 26 20 10 3
8:30 AM 13 8 9 6 36 9876 30 40 20 6
8:45 AM 5 2 2 3 12 3223 10 20 00 2
TOTAL 158 241 103 128 630 137 232 97 111 577 21 9 6 17 53 4:00 PM 21 18 14 7 60 16 12 12 7 47 56 20 13
4:15 PM 16 11 8 8 43 13 10 5 7 35 31 31 8
4:30 PM 12 19 14 21 66 6 1 51 11 6 48 64 35 18
4:45 PM 10 9 7 3 29 7452 18 35 21 11
5:00 PM 16 11 12 7 46 13 10 12 6 41 31 01 5
5:15 PM 18 15 6 4 43 14 11 6 4 35 44 00 8
5:30 PM 7 13 2 5 27 4922 17 34 03 10
5:45 PM 15 13 3 3 34 1 1 811 21 45 22 13
TOTAL 115 109 66 58 348 84 79 54 45 262 31 30 12 13 86

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Grand
McFadden

U-TURNS
Grand Grand McFadden McFadden

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
4:30 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1178
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC2183
Thu, May 16, 19 NORTH & SOUTH: LOCATION #: 26
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 130 1 3013013 0 0 0 0 0
7:00 AM 11 97 25 61 253 50 63 309 35 18 141 30 1,093 00 00 0 7:15 AM 4 119 20 58 263 55 82 333 19 30 125 27 1,135 00 01 1 7:30 AM 15 143 26 54 288 49 88 328 33 46 144 34 1,248 00 13 4 7:45 AM 9 120 28 51 274 68 90 320 34 45 160 35 1,234 00 12 3 8:00 AM 18 85 17 58 309 49 55 337 40 28 144 28 1,168 00 01 1 8:15 AM 25 94 31 58 249 43 48 306 28 22 191 33 1,128 00 32 5 8:30 AM 11 94 25 52 237 39 50 239 34 29 125 33 968 00 34 7 8:45 AM 15 105 25 46 236 37 44 245 39 24 109 32 957 00 25 7 VOLUMES 108 857 197 438 2,109 390 520 2,417 262 242 1,139 252 8,931 0 0 10 18 28 APPROACH % 9% 74% 17% 15% 72% 13% 16% 76% 8% 15% 70% 15% APP/DEPART 1,162 / 1,619 2,937 / 2,595 3,199 / 3,070 1,633 / 1,647 0

BEGIN PEAK HR
VOLUMES 46 467 91 221 1,134 221 315 1,318 126 149 573 124 4,785 APPROACH % 8% 77% 15% 14% 72% 14% 18% 75% 7% 18% 68% 15% PEAK HR FACTOR 0.821 0.947 0.979 0.881 0.959
APP/DEPART 604 / 904 1,576 / 1,402 1,759 / 1,637 846 / 842 0 4:00 PM 70 317 45 41 88 52 57 193 14 23 299 43 1,242 00 21 3 4:15 PM 59 317 35 36 92 62 32 190 13 21 332 54 1,243 00 13 4 4:30 PM 68 323 23 44 111 73 52 186 16 26 321 39 1,282 00 41 5 4:45 PM 54 334 35 38 111 54 46 190 24 20 331 45 1,282 00 20 2 5:00 PM 65 356 28 48 122 75 53 211 17 17 328 38 1,358 00 52 7 5:15 PM 65 348 28 29 87 49 44 229 15 19 335 49 1,297 00 23 5 5:30 PM 55 345 28 48 83 48 56 229 13 17 325 39 1,286 00 00 0 5:45 PM 41 300 22 36 66 64 55 181 11 14 336 45 1,171 00 10 1 VOLUMES 477 2,640 244 320 760 477 395 1,609 123 157 2,607 352 10,161 0 0 17 10 27 APPROACH % 14% 79% 7% 21% 49% 31% 19% 76% 6% 5% 84% 11% APP/DEPART 3,361 / 3,370 1,557 / 1,030 2,127 / 2,183 3,116 / 3,578 0

BEGIN PEAK HR
VOLUMES 239 1,383 119 163 403 226 199 859 69 73 1,319 171 5,223 APPROACH % 14% 79% 7% 21% 51% 29% 18% 76% 6% 5% 84% 11% PEAK HR FACTOR 0.969 0.808 0.945 0.970 0.962
APP/DEPART 1,741 / 1,744 792 / 540 1,127 / 1,146 1,563 / 1,793 0 Grand

NORTH SIDE
Edinger WEST SIDE EAST SIDE Edinger

SOUTH SIDE
Grand

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E SW S T O T A L 7:00 AM 0 0 0 0 0 0000 0 00 00 0
7:15 AM 0 0 0 0 0 0000 0 00 00 0
7:30 AM 0 0 0 0 0 0000 0 00 00 0
7:45 AM 0 0 0 0 0 0000 0 00 00 0
8:00 AM 0 0 0 0 0 0000 0 00 00 0
8:15 AM 0 0 0 0 0 0000 0 00 00 0
8:30 AM 0 0 0 0 0 0000 0 00 00 0
8:45 AM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 00 00 0
4:15 PM 0 0 0 0 0 0000 0 00 00 0
4:30 PM 0 0 0 0 0 0000 0 00 00 0
4:45 PM 0 0 0 0 0 0000 0 00 00 0
5:00 PM 0 0 0 0 0 0000 0 00 00 0
5:15 PM 0 0 0 0 0 0000 0 00 00 0
5:30 PM 0 0 0 0 0 0000 0 00 00 0
5:45 PM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
0000 0

AMPM AM
7:15 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
PM BEGIN PEAK HR 4:45 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Grand Grand Edinger Edinger

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Grand
Edinger
Add U-Turns to Left Turns
K-1179
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC2183
Thu, May 16, 19 NORTH & SOUTH: LOCATION #: 27
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 130 1 3023122 1 0 0 0 0
7:00 AM 41 102 39 31 90 48 46 182 77 10 73 14 753 00 00 0 7:15 AM 50 116 50 42 124 53 67 206 82 26 74 24 914 00 00 0 7:30 AM 46 125 49 47 158 44 62 207 108 19 114 23 1,002 00 10 1 7:45 AM 36 133 51 60 146 50 57 286 89 21 107 39 1,075 00 00 0 8:00 AM 35 130 65 48 140 45 67 205 76 21 89 43 964 01 00 1 8:15 AM 26 98 56 52 128 52 75 188 56 23 113 27 894 10 00 1 8:30 AM 32 87 40 57 142 51 49 188 49 26 84 13 818 00 00 0 8:45 AM 30 87 32 58 125 30 66 169 55 19 91 37 799 00 00 0 VOLUMES 296 878 382 395 1,053 373 489 1,631 592 165 745 220 7,219 1 1 1 0 3 APPROACH % 19% 56% 25% 22% 58% 20% 18% 60% 22% 15% 66% 19% APP/DEPART 1,556 / 1,587 1,821 / 1,811 2,712 / 2,407 1,130 / 1,414 0

BEGIN PEAK HR
VOLUMES 167 504 215 197 568 192 253 904 355 87 384 129 3,955 APPROACH % 19% 57% 24% 21% 59% 20% 17% 60% 23% 15% 64% 22% PEAK HR FACTOR 0.963 0.935 0.875 0.898 0.920
APP/DEPART 886 / 886 957 / 1,010 1,512 / 1,315 600 / 744 0 4:00 PM 45 159 48 29 68 61 108 146 35 28 242 82 1,051 00 00 0 4:15 PM 51 222 40 26 73 56 93 125 36 36 204 76 1,038 00 02 2 4:30 PM 56 211 32 32 106 57 86 120 42 45 211 71 1,069 01 00 1 4:45 PM 65 249 45 29 132 54 77 163 36 40 248 65 1,203 00 00 0 5:00 PM 60 188 43 38 131 62 84 164 36 49 220 81 1,156 00 00 0 5:15 PM 56 218 46 31 104 60 86 161 39 29 254 91 1,175 01 00 1 5:30 PM 58 209 57 46 99 38 91 161 29 31 232 75 1,126 00 01 1 5:45 PM 53 233 40 24 75 58 75 159 15 23 208 79 1,042 00 00 0 VOLUMES 444 1,689 351 255 788 446 700 1,199 268 281 1,819 620 8,860 0 2 0 3 5 APPROACH % 18% 68% 14% 17% 53% 30% 32% 55% 12% 10% 67% 23% APP/DEPART 2,484 / 3,011 1,489 / 1,334 2,167 / 1,806 2,720 / 2,709 0

BEGIN PEAK HR
VOLUMES 239 864 191 144 466 214 338 649 140 149 954 312 4,660 APPROACH % 18% 67% 15% 17% 57% 26% 30% 58% 12% 11% 67% 22% PEAK HR FACTOR 0.901 0.892 0.985 0.946 0.968
APP/DEPART 1,294 / 1,515 824 / 754 1,127 / 984 1,415 / 1,407 0 Grand

NORTH SIDE
Warner WEST SIDE EAST SIDE Warner

SOUTH SIDE
Grand

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E SW S T O T A L 7:00 AM 0 0 0 0 0 0000 0 00 00 0
7:15 AM 0 0 0 0 0 0000 0 00 00 0
7:30 AM 0 0 0 0 0 0000 0 00 00 0
7:45 AM 0 0 0 0 0 0000 0 00 00 0
8:00 AM 0 0 0 0 0 0000 0 00 00 0
8:15 AM 0 0 0 0 0 0000 0 00 00 0
8:30 AM 0 0 0 0 0 0000 0 00 00 0
8:45 AM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 00 00 0
4:15 PM 0 0 0 0 0 0000 0 00 00 0
4:30 PM 0 0 0 0 0 0000 0 00 00 0
4:45 PM 0 0 0 0 0 0000 0 00 00 0
5:00 PM 0 0 0 0 0 0000 0 00 00 0
5:15 PM 0 0 0 0 0 0000 0 00 00 0
5:30 PM 0 0 0 0 0 0000 0 00 00 0
5:45 PM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
0000 0

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Grand
Warner
PM BEGIN PEAK HR 4:45 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Grand Grand Warner Warner

AMPM AM
7:15 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
Add U-Turns to Left Turns
K-1180
Attachment 8

T218
DATE: LOCATION: PROJECT #: SC2183
Thu, May 16, 19 NORTH & SOUTH: LOCATION #: 29
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 1.5 X 1.5 X X X X 3 1 X 3 1 0 0 0 0
7:00 AM 171 0 88 0 0 0 0 333 152 0 120 84 948 00 00 0
7:15 AM 167 0 116 0 0 0 0 357 172 0 152 69 1,033 00 00 0 7:30 AM 142 0 114 0 0 0 0 390 139 0 157 95 1,037 00 00 0 7:45 AM 169 0 121 0 0 0 0 385 158 0 179 82 1,094 00 00 0 8:00 AM 128 0 99 0 0 0 0 366 142 0 168 110 1,013 00 10 1 8:15 AM 112 0 117 0 0 0 0 376 167 0 207 141 1,120 00 00 0 8:30 AM 110 0 107 0 0 0 0 300 146 0 195 97 955 00 00 0
8:45 AM 140 0 99 0 0 0 0 276 139 0 200 89 943 00 00 0
VOLUMES 1,139 0 861 0 0 0 0 2,783 1,215 0 1,378 767 8,144 0 0 1 0 1 APPROACH % 57% 0% 43% 0% 0% 0% 0% 70% 30% 0% 64% 36%
APP/DEPART 2,000 / 767 0 / 1,215 3,999 / 3,644 2,145 / 2,518 0

BEGIN PEAK HR
VOLUMES 551 0 451 0 0 0 0 1,517 606 0 711 428 4,265
APPROACH % 55% 0% 45% 0% 0% 0% 0% 71% 29% 0% 62% 38%
PEAK HR FACTOR 0.864 0.000 0.978 0.818 0.952
APP/DEPART 1,002 / 428 0 / 606 2,124 / 1,968 1,139 / 1,263 0 4:00 PM 56 0 16 0 0 0 0 241 175 0 342 249 1,079 00 00 0 4:15 PM 37 0 16 0 0 0 0 279 169 0 370 258 1,129 00 00 0 4:30 PM 42 0 8 0 0 0 0 278 170 0 366 248 1,112 00 00 0
4:45 PM 48 0 14 0 0 0 0 312 155 0 360 241 1,130 00 00 0 5:00 PM 40 0 11 0 0 0 0 320 177 0 399 241 1,188 00 00 0 5:15 PM 42 0 14 0 0 0 0 351 176 0 395 242 1,220 00 00 0 5:30 PM 56 0 11 0 0 0 0 342 166 0 375 231 1,181 00 00 0 5:45 PM 38 0 24 0 0 0 0 278 138 0 318 197 993 00 00 0
VOLUMES 359 0 114 0 0 0 0 2,401 1,326 0 2,925 1,907 9,032 0 0 0 0 0 APPROACH % 76% 0% 24% 0% 0% 0% 0% 64% 36% 0% 61% 39%
APP/DEPART 473 / 1,907 0 / 1,326 3,727 / 2,515 4,832 / 3,284 0

BEGIN PEAK HR
VOLUMES 186 0 50 0 0 0 0 1,325 674 0 1,529 955 4,719
APPROACH % 79% 0% 21% 0% 0% 0% 0% 66% 34% 0% 62% 38%
PEAK HR FACTOR 0.881 0.000 0.948 0.970 0.967
APP/DEPART 236 / 955 0 / 674 1,999 / 1,375 2,484 / 1,715 0 SR-55 NB Ramps

NORTH SIDE
Dyer WEST SIDE EAST SIDE Dyer

SOUTH SIDE
SR-55 NB Ramps

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E SW S T O T A L 7:00 AM 0 0 0 0 0 0000 0 00 00 0
7:15 AM 0 0 0 0 0 0000 0 00 00 0
7:30 AM 0 0 0 0 0 0000 0 00 00 0
7:45 AM 0 0 0 0 0 0000 0 00 00 0
8:00 AM 0 0 0 0 0 0000 0 00 00 0
8:15 AM 0 0 0 0 0 0000 0 00 00 0
8:30 AM 0 0 0 0 0 0000 0 00 00 0
8:45 AM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 00 00 0
4:15 PM 0 0 0 0 0 0000 0 00 00 0
4:30 PM 0 0 0 0 0 0000 0 00 00 0
4:45 PM 0 0 0 0 0 0000 0 00 00 0
5:00 PM 0 0 0 0 0 0000 0 00 00 0
5:15 PM 0 0 0 0 0 0000 0 00 00 0
5:30 PM 0 0 0 0 0 0000 0 00 00 0
5:45 PM 0 0 0 0 0 0000 0 00 00 0
TOTAL 00 0 00 0000 0 0 0 0 0 0
0000 0

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
SR-55 NB Ramps
Dyer
PM BEGIN PEAK HR 4:45 PM

BICYCLE CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
SR-55 NB Ramps SR-55 NB Ramps Dyer Dyer

AMPM AM
7:30 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS
7:30 AM
Add U-Turns to Left Turns
K-1181
Attachment 8

DATE: LOCATION: PROJECT #: SC0846
Tue, Mar 1, 16 NORTH & SOUTH: LOCATION #: 6
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT N R SL ST S R EL ET E R WL WT W R TOTAL NB SB EB WB TT L LANES: 11X X 111X1XX X 0 0 0 0
7:00 AM 19 21 0 0 76 37 16 0 20 0 0 0 189 00 00 0
7:15 AM 22 34 0 0 114 47 18 0 40 0 0 0 275 00 00 0
7:30 AM 35 46 0 0 113 62 33 0 46 0 0 0 335 00 00 0
7:45 AM 51 68 0 0 106 68 43 0 50 0 0 0 386 00 00 0
8:00 AM 45 48 0 0 128 58 18 0 43 0 0 0 340 00 00 0
8:15 AM 27 32 0 0 112 55 23 0 24 0 0 0 273 00 00 0
8:30 AM 16 27 0 0 63 36 15 0 14 0 0 0 171 00 00 0
8:45 AM 12 36 0 0 65 48 23 0 18 0 0 0 202 00 00 0
VOLUMES 227 312 0 0 777 411 189 0 255 0 0 0 2,171 0 0 0 0 0 APPROACH % 42% 58% 0% 0% 65% 35% 43% 0% 57% 0% 0% 0%
APP/DEPART 539 / 501 1,188 / 1,032 444 / 00 / 638 0

BEGIN PEAK HR
VOLUMES 153 196 0 0 461 235 112 0 179 0 0 0 1,336
APPROACH % 44% 56% 0% 0% 66% 34% 38% 0% 62% 0% 0% 0%
PEAK HR FACTOR 0.733 0.935 0.782 0.000 0.865
APP/DEPART 349 / 308 696 / 640 291 / 00 / 388 0
4:00 PM 22 37 0 0 49 27 59 0 28 0 0 0 222 00 00 0
4:15 PM 25 47 0 0 30 33 59 0 30 0 0 0 224 00 00 0
4:30 PM 29 49 0 0 49 23 49 0 22 0 0 0 221 00 00 0
4:45 PM 34 60 0 0 43 30 53 0 33 0 0 0 253 10 00 1
5:00 PM 36 62 0 0 40 33 40 0 31 0 0 0 242 00 00 0
5:15 PM 41 60 0 0 47 48 67 0 35 0 0 0 298 10 00 1
5:30 PM 45 63 0 0 59 52 55 0 42 0 0 0 316 00 00 0
5:45 PM 61 70 0 0 42 40 48 0 30 0 0 0 291 00 00 0
VOLUMES 293 448 0 0 359 286 430 0 251 0 0 0 2,067 2 0 0 0 2 APPROACH % 40% 60% 0% 0% 56% 44% 63% 0% 37% 0% 0% 0%
APP/DEPART 741 / 878 645 / 612 681 / 00 / 577 0

BEGIN PEAK HR
VOLUMES 183 255 0 0 188 173 210 0 138 0 0 0 1,147
APPROACH % 42% 58% 0% 0% 52% 48% 60% 0% 40% 0% 0% 0%
PEAK HR FACTOR 0.836 0.813 0.853 0.000 0.907
APP/DEPART 438 / 465 361 / 327 348 / 00 / 355 0
Cambridge

NORTH SIDE
La Veta WEST SIDE EAST SIDE La Veta

SOUTH SIDE
Cambridge

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 1 1 3 5 0002 2 01 11 3
7:15 AM 1 2 1 1 5 0200 2 10 11 3
7:30 AM 4 1 0 5 10 4101 6 00 04 4
7:45 AM 0 4 0 3 7 0401 5 00 02 2
8:00 AM 0 0 0 0 0 0000 0 00 00 0
8:15 AM 0 0 0 0 0 0000 0 00 00 0
8:30 AM 0 1 1 0 2 0100 1 00 10 1
8:45 AM 0 0 1 4 5 0002 2 00 12 3
TOTAL 59 4 1 6 3 4 48061 8 1 1 4 1 0 1 6
4:00 PM 0 1 2 3 6 0000 0 01 23 6
4:15 PM 1 0 0 1 2 1001 2 00 00 0
4:30 PM 0 1 0 2 3 0100 1 00 02 2
4:45 PM 0 1 0 0 1 0100 1 00 00 0
5:00 PM 0 0 0 2 2 0000 0 00 02 2
5:15 PM 1 1 0 2 4 1101 3 00 01 1
5:30 PM 0 0 3 4 7 0012 3 00 22 4
5:45 PM 0 0 0 0 0 0000 0 00 00 0
TOTAL 24 5 1 4 2 5 23141 0 0 1 4 1 0 1 5

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS

U-TURNS
Cambridge Cambridge La Veta La Veta

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
Cambridge
La Veta
Add U-Turns to Left Turns
K-1182
Attachment 8
File Name : 86_SNA_Cambridge_Fairhaven AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Santa Ana
N/S: Cambridge Street
E/W: Fairhaven Avenue
Weather: Clear
Groups Printed- Total Volume
Cambridge Street
Southbound
Fairhaven Avenue
Westbound
Fairhaven Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 74 26 100 16 15 31 5 36 41 172
07:15 AM 97 37 134 45 23 68 12 27 39 241
07:30 AM 117 58 175 59 42 101 16 50 66 342
07:45 AM 131 62 193 71 45 116 24 67 91 400
Total 419 183 602 191 125 316 57 180 237 1155
08:00 AM 122 56 178 62 57 119 13 69 82 379
08:15 AM 103 33 136 44 40 84 16 59 75 295
08:30 AM 73 34 107 37 26 63 9 41 50 220
08:45 AM 64 35 99 27 27 54 14 35 49 202
Total 362 158 520 170 150 320 52 204 256 1096
Grand Total 781 341 1122 361 275 636 109 384 493 2251
Apprch % 69.6 30.4 56.8 43.2 22.1 77.9
Total % 34.7 15.1 49.8 16 12.2 28.3 4.8 17.1 21.9
Cambridge Street
Southbound
Fairhaven Avenue
Westbound
Fairhaven Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 117 58 175 59 42 101 16 50 66 342
07:45 AM 131 62 193 71 45 116 24 67 91 400
08:00 AM 122 56 178 62 57 119 13 69 82 379
08:15 AM 103 33 136 44 40 84 16 59 75 295
Total Volume 473 209 682 236 184 420 69 245 314 1416
% App. Total 69.4 30.6 56.2 43.8 22 78
PHF .903 .843 .883 .831 .807 .882 .719 .888 .863 .885
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1183
Attachment 8
File Name : 86_SNA_Cambridge_Fairhaven AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Santa Ana
N/S: Cambridge Street
E/W: Fairhaven Avenue
Weather: Clear
Cambridge Street
Fairhaven Avenue
Fairhaven Avenue
Right
209
Left
473
InOut Total
253 682 935
Right
184
Thru
236
OutTotal In
718 420 1138
Left
69 Thru
245
TotalOut In
445 314 759
Peak Hour Begins at 07:30 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM
+0 mins. 117 58 175 59 42 101 16 50 66
+15 mins. 131 62 193 71 45 116 24 67 91
+30 mins. 122 56 178 62 57 119 13 69 82
+45 mins. 103 33 136 44 40 84 16 59 75
Total Volume 473 209 682 236 184 420 69 245 314
% App. Total 69.4 30.6 56.2 43.8 22 78
PHF .903 .843 .883 .831 .807 .882 .719 .888 .863
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1184
Attachment 8
File Name : 86_SNA_Cambridge_Fairhaven PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Santa Ana
N/S: Cambridge Street
E/W: Fairhaven Avenue
Weather: Clear
Groups Printed- Total Volume
Cambridge Street
Southbound
Fairhaven Avenue
Westbound
Fairhaven Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 41 19 60 39 46 85 15 40 55 200
04:15 PM 47 14 61 53 57 110 37 47 84 255
04:30 PM 40 20 60 45 52 97 31 63 94 251
04:45 PM 41 19 60 49 71 120 31 48 79 259
Total 169 72 241 186 226 412 114 198 312 965
05:00 PM 51 20 71 76 58 134 22 53 75 280
05:15 PM 38 20 58 47 59 106 42 79 121 285
05:30 PM 42 22 64 49 54 103 30 56 86 253
05:45 PM 39 20 59 52 62 114 33 62 95 268
Total 170 82 252 224 233 457 127 250 377 1086
Grand Total 339 154 493 410 459 869 241 448 689 2051
Apprch % 68.8 31.2 47.2 52.8 35 65
Total % 16.5 7.5 24 20 22.4 42.4 11.8 21.8 33.6
Cambridge Street
Southbound
Fairhaven Avenue
Westbound
Fairhaven Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 51 20 71 76 58 134 22 53 75 280
05:15 PM 38 20 58 47 59 106 42 79 121 285
05:30 PM 42 22 64 49 54 103 30 56 86 253
05:45 PM 39 20 59 52 62 114 33 62 95 268
Total Volume 170 82 252 224 233 457 127 250 377 1086
% App. Total 67.5 32.5 49 51 33.7 66.3
PHF .833 .932 .887 .737 .940 .853 .756 .791 .779 .953
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1185
Attachment 8
File Name : 86_SNA_Cambridge_Fairhaven PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Santa Ana
N/S: Cambridge Street
E/W: Fairhaven Avenue
Weather: Clear
Cambridge Street
Fairhaven Avenue
Fairhaven Avenue
Right
82 Left
170
InOut Total
360 252 612
Right
233
Thru
224
OutTotal In
420 457 877
Left
127
Thru
250
TotalOut In
306 377 683
Peak Hour Begins at 05:00 PM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 05:00 PM
+0 mins. 41 19 60 49 71 120 22 53 75
+15 mins. 51 20 71 76 58 134 42 79 121
+30 mins. 38 20 58 47 59 106 30 56 86
+45 mins. 42 22 64 49 54 103 33 62 95
Total Volume 172 81 253 221 242 463 127 250 377
% App. Total 68 32 47.7 52.3 33.7 66.3
PHF .843 .920 .891 .727 .852 .864 .756 .791 .779
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1186
Attachment 8
File Name : 87_SNA_Mabury_1st AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Santa Ana
N/S: Mabury St/Elk Lane
E/W: E First Street
Weather: Clear
Groups Printed- Total Volume
Mabury Street
Southbound
E First Street
Westbound
Elk Lane
Northbound
E First Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 57 32 132 221 6 91 0 97 2 0 52 54 0 262 8 270 642 07:15 AM 50 30 157 237 6 144 0 150 3 0 58 61 0 264 2 266 714 07:30 AM 53 37 134 224 12 191 0 203 3 0 75 78 0 265 2 267 772 07:45 AM 67 35 139 241 13 190 0 203 3 0 67 70 0 256 3 259 773 Total 227 134 562 923 37 616 0 653 11 0 252 263 0 1047 15 1062 2901 08:00 AM 58 38 114 210 8 171 0 179 2 0 52 54 0 277 2 279 722 08:15 AM 60 31 146 237 13 149 0 162 2 0 50 52 0 264 4 268 719 08:30 AM 61 31 122 214 13 131 0 144 3 0 46 49 0 291 3 294 701 08:45 AM 56 35 130 221 3 127 0 130 1 0 48 49 0 282 4 286 686 Total 235 135 512 882 37 578 0 615 8 0 196 204 0 1114 13 1127 2828 Grand Total 462 269 1074 1805 74 1194 0 1268 19 0 448 467 0 2161 28 2189 5729 Apprch % 25.6 14.9 59.5 5.8 94.2 0 4.1 0 95.9 0 98.7 1.3 Total % 8.1 4.7 18.7 31.5 1.3 20.8 0 22.1 0.3 0 7.8 8.2 0 37.7 0.5 38.2 Mabury Street
Southbound
E First Street
Westbound
Elk Lane
Northbound
E First Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 53 37 134 224 12 191 0 203 3 0 75 78 0 265 2 267 772 07:45 AM 67 35 139 241 13 190 0 203 3 0 67 70 0 256 3 259 773 08:00 AM 58 38 114 210 8 171 0 179 2 0 52 54 0 277 2 279 722 08:15 AM 60 31 146 237 13 149 0 162 2 0 50 52 0 264 4 268 719 Total Volume 238 141 533 912 46 701 0 747 10 0 244 254 0 1062 11 1073 2986 % App. Total 26.1 15.5 58.4 6.2 93.8 0 3.9 0 96.1 0 99 1 PHF .888 .928 .913 .946 .885 .918 .000 .920 .833 .000 .813 .814 .000 .958 .688 .961 .966 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1187
Attachment 8
File Name : 87_SNA_Mabury_1st AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Santa Ana
N/S: Mabury St/Elk Lane
E/W: E First Street
Weather: Clear
Mabury Street
E First Street
E First Street
Elk Lane
Right
533
Thru
141
Left
238
InOut Total
0 912 912
Right
0 Thru
701
Left
46 OutTotal In
1544 747 2291
Left
10 Thru
0 Right
244
Out TotalIn
198 254 452
Left
0 Thru
1062
Right
11 TotalOut In
1244 1073 2317
Peak Hour Begins at 07:30 AM

Orange City CouncilMarch 10, 2026

Orange City Council
March 10, 2026