Agenda packet — Orange City Council, March 10, 2026 (part 9 of 11)

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
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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
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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
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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
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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:

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
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2101

APPENDIX F

VMT CALCULATIONS
K-1065
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SCENARIO I‐I I‐X X‐I Total VMT TOT_POP Total Employees VMT/Capita TOT_POP Total Employees ‐ Reduced VMT / Capita Citywide 5,295,496 698,590 5,291,968 11,286,054 364,042 176,354 364,042 20.9 139,672 22.4 Countywide 47,482,030 24,809,328 24,994,227 97,285,585 3,179,626 1,710,147 3,179,626 19.9 593,421 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 5,356,504 697,779 5,352,841 11,407,124 367,064 177,854 367,064 20.9 140,860 22.5 Countywide 48,242,429 25,463,887 25,637,825 99,344,141 3,228,591 1,747,428 3,228,591 20.0 606,358 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 5,737,798 692,704 5,733,292 12,163,794 385,955 187,226 385,955 21.2 148,283 22.8 Countywide 52,994,916 29,554,879 29,660,308 112,210,103 3,534,620 1,980,433 3,534,620 20.3 687,210 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 3,581,086 20.3 681,038 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
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APPENDIX G

OCTAM VOLUME COMPARISON PLOTS
K-1067
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OCTAM 5.0 – Daily Traffic Volume Comparison Between 2045 80% Buildout and 2045 80% Buildout with Baseline Network Volume in Thousands
K-1068
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OCTAM 5.0 – AM Peak Traffic Volume Comparison Between 2045 80% Buildout and 2045 80% Buildout with Baseline Network Volume in Thousands
K-1069
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OCTAM 5.0 – PM Peak Traffic Volume Comparison Between 2045 80% Buildout and 2045 80% Buildout with Baseline Network Volume in Thousands
K-1070
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APPENDIX H
COUNTS
K-1071
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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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 3 0 1 3 0 1 3 0 1 3 0 0 000
7:00 AM 7 180 40 42 475 14 33 136 22 23 71 18 1,061 1 002 3 7:15 AM 10 203 43 53 504 12 36 138 32 37 109 29 1,206 0 002 2 7:30 AM 28 245 48 48 503 19 44 147 38 60 125 42 1,347 0 001 1 7:45 AM 34 271 44 47 473 15 62 205 41 47 173 49 1,461 0 010 1 8:00 AM 33 264 41 60 432 23 52 210 43 44 168 49 1,419 1 000 1 8:15 AM 27 253 44 49 417 45 57 240 29 31 114 46 1,352 1 002 3 8:30 AM 21 235 43 58 400 35 41 168 22 37 123 32 1,215 0 013 4 8:45 AM 35 179 31 48 377 39 56 117 23 35 141 34 1,115 1 000 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 0 111 3 4:15 PM 45 404 28 44 213 42 44 121 19 39 174 52 1,225 0 001 1 4:30 PM 23 318 73 50 283 48 57 161 20 46 170 43 1,292 0 011 2 4:45 PM 36 367 29 39 258 47 53 154 20 48 196 61 1,308 0 022 4 5:00 PM 34 363 33 43 289 47 46 162 28 59 225 55 1,384 0 030 3 5:15 PM 43 371 28 49 261 46 58 169 28 56 226 55 1,390 0 020 2 5:30 PM 41 370 23 38 245 56 53 162 25 45 223 58 1,339 1 000 1 5:45 PM 39 358 33 53 247 48 52 178 23 54 226 46 1,357 0 000 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 0 000 0 0 000 0
7:15 AM 0 0 0 0 0 0 000 0 0 000 0
7:30 AM 0 0 0 0 0 0 000 0 0 000 0
7:45 AM 0 0 0 0 0 0 000 0 0 000 0
8:00 AM 0 0 0 0 0 0 000 0 0 000 0
8:15 AM 0 0 0 0 0 0 000 0 0 000 0
8:30 AM 0 0 0 0 0 0 000 0 0 000 0
8:45 AM 0 0 0 0 0 0 000 0 0 000 0
TOTAL 0 0 0 00 0 000 0 0 000 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 000 0 0 000 0
4:15 PM 0 0 0 0 0 0 000 0 0 000 0
4:30 PM 0 0 0 0 0 0 000 0 0 000 0
4:45 PM 0 0 0 0 0 0 000 0 0 000 0
5:00 PM 0 0 0 0 0 0 000 0 0 000 0
5:15 PM 0 0 0 0 0 0 000 0 0 000 0
5:30 PM 0 0 0 0 0 0 000 0 0 000 0
5:45 PM 0 0 0 0 0 0 000 0 0 000 0
TOTAL 0 0 0 00 0 000 0 0 000 0
0 000 0

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

PEDESTRIAN CROSSINGS BICYCLE 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
2109
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 3 0 1 2 0 1 2 0 0 000
7:00 AM 15 164 8 14 479 23 19 68 16 23 52 12 893 0 000 0 7:15 AM 16 272 20 26 548 20 27 78 41 17 64 25 1,154 0 000 0 7:30 AM 29 263 38 32 395 18 51 118 71 45 65 39 1,164 0 000 0 7:45 AM 34 265 27 38 470 34 58 101 81 49 75 38 1,270 0 000 0 8:00 AM 43 258 30 26 431 58 55 111 62 41 133 35 1,283 0 000 0 8:15 AM 33 271 30 35 535 41 54 114 61 24 80 22 1,300 0 000 0 8:30 AM 22 263 15 22 469 31 39 118 48 17 73 34 1,151 0 000 0 8:45 AM 20 229 17 20 432 18 34 90 28 20 56 25 989 0 000 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 0 000 0 4:15 PM 30 297 15 27 284 35 53 96 47 17 109 30 1,040 0 000 0 4:30 PM 34 315 21 22 287 40 55 101 43 21 123 35 1,097 0 000 0 4:45 PM 36 327 20 26 300 39 49 98 52 27 130 47 1,151 0 000 0 5:00 PM 44 335 23 24 285 35 51 104 40 30 134 53 1,158 0 000 0 5:15 PM 34 374 19 22 365 40 40 100 41 34 130 63 1,262 0 000 0 5:30 PM 54 334 26 33 351 43 35 100 44 31 117 73 1,241 0 000 0 5:45 PM 51 352 17 28 267 36 36 115 29 21 121 64 1,137 0 000 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 1 303 7
7:15 AM 8 13 6 27 54 6 12 5 27 50 2 110 4
7:30 AM 21 52 21 55 149 20 50 19 52 141 1 223 8
7:45 AM 7 12 11 4 34 6883 25 1 431 9
8:00 AM 9 20 4 11 44 3 15 4 7 29 6 504 15
8:15 AM 6 4 5 9 24 6349 22 0 110 2
8:30 AM 4 6 4 2 16 3542 14 1 100 2
8:45 AM 1 2 2 0 5 1120 4 0 100 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 5 12 7 5 29 3 222 9
4:15 PM 8 12 13 4 37 7883 26 1 451 11
4:30 PM 10 15 8 10 43 4 10 6 6 26 6 524 17
4:45 PM 8 4 5 9 26 6349 22 2 110 4
5:00 PM 35 14 11 51 111 31 12 10 47 100 4 214 11
5:15 PM 19 46 15 34 114 16 44 11 33 104 3 241 10
5:30 PM 15 24 6 42 87 14 22 6 41 83 1 201 4
5:45 PM 6 7 4 11 28 5 7 2 10 24 1 021 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

AM PM AM
7:30 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1073
Attachment 8
2110
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 NR SL ST SR EL ET ER WL WT WR 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 0 001 1 7:15 AM 23 134 8 27 485 31 50 141 86 18 119 24 1,146 0 031 4 7:30 AM 30 214 8 35 494 39 42 152 124 27 165 32 1,362 3 020 5 7:45 AM 47 199 18 27 478 57 50 188 138 29 155 29 1,415 3 021 6 8:00 AM 30 221 16 34 424 30 37 204 109 27 149 30 1,311 3 140 8 8:15 AM 25 202 29 29 427 41 41 201 84 16 133 18 1,246 0 011 2 8:30 AM 27 161 13 26 456 45 50 144 87 27 117 21 1,174 1 120 4 8:45 AM 33 152 19 26 397 33 31 140 86 20 125 26 1,088 2 050 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 2 311 7 4:15 PM 104 390 27 25 179 41 37 150 36 18 214 21 1,242 1 020 3 4:30 PM 107 350 19 28 178 47 40 150 46 17 208 32 1,222 0 151 7 4:45 PM 102 415 34 32 191 46 46 139 41 20 203 35 1,304 1 120 4 5:00 PM 140 374 27 36 195 48 37 130 55 21 217 36 1,316 3 080 11 5:15 PM 136 401 29 27 216 63 43 172 45 19 191 29 1,371 6 141 12 5:30 PM 142 366 20 25 193 44 33 174 43 30 220 34 1,324 3 010 4 5:45 PM 112 313 25 32 191 43 40 171 38 17 207 32 1,221 0 280 10 VOLUMES 929 2,956 192 229 1,522 368 315 1,248 343 165 1,646 241 10,154 16 8 31 3 58 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 0 000 0
7:15 AM 0 0 0 0 0 0000 0 0 000 0
7:30 AM 0 0 0 0 0 0000 0 0 000 0
7:45 AM 0 0 0 0 0 0000 0 0 000 0
8:00 AM 0 0 0 0 0 0000 0 0 000 0
8:15 AM 0 0 0 0 0 0000 0 0 000 0
8:30 AM 0 0 0 0 0 0000 0 0 000 0
8:45 AM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 00000 0 000 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 0 000 0
4:15 PM 0 0 0 0 0 0000 0 0 000 0
4:30 PM 0 0 0 0 0 0000 0 0 000 0
4:45 PM 0 0 0 0 0 0000 0 0 000 0
5:00 PM 0 0 0 0 0 0000 0 0 000 0
5:15 PM 0 0 0 0 0 0000 0 0 000 0
5:30 PM 0 0 0 0 0 0000 0 0 000 0
5:45 PM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 00000 0 000 0
0000 0

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

PEDESTRIAN CROSSINGS BICYCLE 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
2111
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 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 0 000
7:00 AM 10 146 6 7 257 4 13 28 16 4 15 9 515 0 000 0
7:15 AM 15 178 15 15 352 21 10 36 28 8 39 9 726 0 000 0 7:30 AM 24 190 22 21 308 31 19 50 25 17 39 13 759 0 000 0 7:45 AM 40 165 48 37 281 41 26 57 59 10 45 19 828 0 000 0 8:00 AM 15 176 15 14 347 25 19 48 29 14 40 24 766 0 000 0 8:15 AM 20 174 4 17 316 16 30 59 22 1 23 11 693 0 000 0 8:30 AM 13 163 3 17 322 23 22 48 24 9 32 10 686 0 000 0 8:45 AM 29 161 11 9 282 13 24 32 26 4 29 12 632 0 000 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 0 000 0 4:15 PM 18 304 12 16 194 17 27 35 17 10 30 37 717 0 000 0 4:30 PM 21 340 12 10 199 27 29 49 14 6 41 13 761 0 000 0 4:45 PM 27 299 18 13 193 19 24 51 23 8 59 12 746 0 000 0 5:00 PM 22 315 9 15 267 35 19 48 29 10 52 7 828 0 000 0 5:15 PM 31 298 7 9 252 31 29 49 29 5 54 19 813 0 000 0
5:30 PM 28 294 15 14 251 26 29 56 37 12 37 13 812 0 000 0 5:45 PM 30 324 17 9 227 27 26 52 30 3 51 16 812 0 000 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 1 110 3
7:15 AM 2 3 1 0 6 1210 4 1 100 2
7:30 AM 4 3 5 0 12 4340 11 0 010 1
7:45 AM 1 3 8 2 14 1361 11 0 021 3
8:00 AM 1 12 8 0 21 1 11 5 0 17 0 130 4
8:15 AM 1 6 7 4 18 0652 13 1 022 5
8:30 AM 14 6 5 0 25 14 6 4 0 24 0 010 1
8:45 AM 1 12 2 0 15 1 12 1 0 14 0 010 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 1 000 1
4:15 PM 1 2 1 3 7 0000 0 1 213 7
4:30 PM 4 0 2 4 10 4013 8 0 011 2
4:45 PM 3 0 0 5 8 3003 6 0 002 2
5:00 PM 0 2 4 1 7 0140 5 0 101 2
5:15 PM 2 3 5 2 12 1220 5 1 132 7
5:30 PM 1 4 2 1 8 0210 3 1 211 5
5:45 PM 2 2 2 2 8 2110 4 0 112 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

AM PM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1075
Attachment 8
2112
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 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 0 000
7:00 AM 5 97 11 18 281 11 10 54 17 11 67 21 603 0 000 0 7:15 AM 14 91 15 22 301 19 8 73 38 17 72 17 687 0 000 0 7:30 AM 17 94 28 18 318 17 33 113 37 37 112 22 846 0 000 0 7:45 AM 38 110 45 29 247 20 24 102 43 49 110 34 851 0 000 0 8:00 AM 31 144 60 31 249 37 52 129 38 53 133 22 979 0 000 0 8:15 AM 19 123 33 36 322 31 20 128 35 30 76 18 871 0 000 0 8:30 AM 9 127 28 22 291 17 25 108 30 35 88 25 805 0 000 0 8:45 AM 23 162 38 26 355 23 10 83 21 40 61 31 873 0 000 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 0 000 0 4:15 PM 26 283 41 37 158 26 22 118 17 27 99 40 894 0 000 0 4:30 PM 35 278 42 30 134 31 11 104 13 31 103 38 850 0 000 0 4:45 PM 42 274 39 22 146 18 11 106 16 26 130 46 876 0 000 0 5:00 PM 43 262 42 26 158 32 26 110 18 25 138 39 919 0 000 0 5:15 PM 52 260 53 37 169 40 19 108 11 24 135 39 947 0 000 0 5:30 PM 50 245 42 48 191 36 20 122 23 32 138 39 986 0 000 0 5:45 PM 49 274 45 46 186 28 12 136 17 21 155 44 1,013 0 000 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 0 110 2
7:15 AM 4 4 7 0 15 1260 9 3 210 6
7:30 AM 4 24 19 1 48 3 21 18 0 42 1 311 6
7:45 AM 13 17 20 32 82 13 16 19 31 79 0 111 3
8:00 AM 36 57 47 40 180 35 55 43 38 171 1 242 9
8:15 AM 11 30 34 17 92 9 30 32 15 86 2 022 6
8:30 AM 5 7 19 4 35 5 6 17 3 31 0 121 4
8:45 AM 3 3 14 0 20 3 2 13 0 18 0 110 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 0 100 1
4:15 PM 4 6 10 6 26 3254 14 1 452 12
4:30 PM 2 6 1 2 11 2302 7 0 310 4
4:45 PM 10 17 4 8 39 10 15 4 8 37 0 200 2
5:00 PM 15 9 4 4 32 9633 21 6 311 11
5:15 PM 4 7 8 4 23 4374 18 0 410 5
5:30 PM 7 4 5 5 21 6235 16 1 220 5
5:45 PM 5 5 6 1 17 3330 9 2 231 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

AM PM AM
7:30 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1076
Attachment 8
2113
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
42 0 76 .5
0 71 0 89 803 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
2014-10-16 Southbound Approach Project #:

Banner Dr
500 PM
126 0 207
Harbor Blvd
AM Peak Hour
Thursday
Westbound Approach
Day: Garden Grove
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 1506 2166
West Leg
South Leg
313 0 370
East Leg
North Leg
3672
957
3511
0 1998 4100
1318
2102
2220
0 K-1077
Attachment 8
2114
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 0 PM
0 0
0 0
834
0 1576
0 0
South Leg
2055 0 1931
0 South Leg
East Leg
0 00
0 834
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
Date: 2013-02-05 Southbound Approach Project #:
760 0
Day:

Eastbound Approach
715 AM
Trask Ave
400 PM
688 0 565
K-1078
Attachment 8
2115
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 3 1 1 3 1 1 3 0 1 3 1 0 000
7:00 AM 40 258 41 40 419 20 24 160 3 51 91 25 1,172 7 334 17 7:15 AM 28 298 43 43 428 13 23 214 6 50 115 32 1,293 5 346 18 7:30 AM 41 336 67 56 439 24 36 237 10 61 156 33 1,496 6 487 25 7:45 AM 49 299 74 56 391 22 43 236 2 52 156 38 1,418 9 8 10 5 32 8:00 AM 48 288 55 55 390 28 43 234 9 48 138 45 1,381 9 495 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 9 264 21 VOLUMES 340 2,233 397 383 3,216 197 313 1,618 57 398 990 294 10,436 68 38 67 42 215 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 9 3 13 8 33 4:15 PM 60 331 46 44 321 37 45 136 8 54 180 48 1,310 6 296 23 4:30 PM 63 336 70 58 299 46 45 127 11 62 181 46 1,344 6 2 7 12 27 4:45 PM 50 363 72 48 320 41 47 153 14 59 204 49 1,420 8 795 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 9 7 13 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 0 000 0
7:15 AM 0 0 0 0 0 000 0 0 0 000 0
7:30 AM 0 0 0 0 0 000 0 0 0 000 0
7:45 AM 0 0 0 0 0 000 0 0 0 000 0
8:00 AM 0 0 0 0 0 000 0 0 0 000 0
8:15 AM 0 0 0 0 0 000 0 0 0 000 0
8:30 AM 0 0 0 0 0 000 0 0 0 000 0
8:45 AM 0 0 0 0 0 000 0 0 0 000 0
TOTAL 00 0 00 000 0 0 0 0000
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 000 0 0 0 000 0
4:15 PM 0 0 0 0 0 000 0 0 0 000 0
4:30 PM 0 0 0 0 0 000 0 0 0 000 0
4:45 PM 0 0 0 0 0 000 0 0 0 000 0
5:00 PM 0 0 0 0 0 000 0 0 0 000 0
5:15 PM 0 0 0 0 0 000 0 0 0 000 0
5:30 PM 0 0 0 0 0 000 0 0 0 000 0
5:45 PM 0 0 0 0 0 000 0 0 0 000 0
TOTAL 00 0 00 000 0 0 0 0000
000 0 0

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

PEDESTRIAN CROSSINGS BICYCLE CROSSINGS

U-TURNS
Harbor Harbor Westminster Westminster

AM PM AM
7:30 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS
7:30 AM
Add U-Turns to Left Turns
K-1079
Attachment 8
2116
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
2117
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 3 1 2 3 0 1 2 0 1 2 0 0 000
7:00 AM 21 170 13 33 480 10 31 54 24 35 57 17 945 5 600 11 7:15 AM 20 214 17 34 533 10 24 67 18 45 74 21 1,077 3 900 12 7:30 AM 19 238 18 26 536 15 36 95 27 51 102 27 1,190 3 400 7 7:45 AM 25 260 34 45 488 12 39 94 30 48 117 30 1,222 3 300 6 8:00 AM 32 250 25 55 425 22 47 102 36 44 110 33 1,181 5 10 0 0 15 8:15 AM 23 269 20 48 395 12 38 127 31 39 84 28 1,114 7 900 16 8:30 AM 21 245 30 71 407 26 36 95 27 47 85 18 1,108 8 13 0 0 21 8:45 AM 15 198 28 47 456 15 21 96 30 47 76 23 1,052 7 11 0 0 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 5 12 0 0 17 4:15 PM 35 416 33 67 277 30 50 130 18 53 125 29 1,263 5 13 0 1 19 4:30 PM 35 421 36 62 284 24 43 122 22 50 99 26 1,224 5 11 0 1 17 4:45 PM 38 405 36 74 317 29 46 115 14 44 117 31 1,266 3 14 0 0 17 5:00 PM 35 425 27 74 286 27 50 117 11 49 121 40 1,262 6 18 0 0 24 5:15 PM 38 429 29 71 305 15 56 129 15 52 125 38 1,302 5 13 0 0 18 5:30 PM 47 411 34 66 300 32 52 127 20 48 134 35 1,306 5 10 0 1 16 5:45 PM 40 384 30 75 332 36 47 126 16 53 106 27 1,272 4 10 0 0 14 VOLUMES 319 3,237 259 556 2,367 215 378 1,001 135 393 936 273 10,069 38 101 0 3 142 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 3 14 5 3 25 0 401 5
7:15 AM 8 22 14 6 50 6 19 12 2 39 2 324 11
7:30 AM 11 8 14 9 42 10 8 12 7 37 1 022 5
7:45 AM 16 16 13 8 53 15 12 13 6 46 1 402 7
8:00 AM 14 27 22 13 76 12 24 21 11 68 2 312 8
8:15 AM 12 17 11 12 52 11 17 11 9 48 1 003 4
8:30 AM 9 14 9 6 38 8 12 9 3 32 1 203 6
8:45 AM 20 14 14 10 58 16 13 10 9 48 4 141 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 3 25 13 6 47 1 225 10
4:15 PM 17 24 33 19 93 14 22 30 13 79 3 236 14
4:30 PM 22 27 19 23 91 14 20 15 16 65 8 747 26
4:45 PM 22 28 31 19 100 18 26 27 14 85 4 245 15
5:00 PM 14 31 21 7 73 8 27 16 3 54 6 454 19
5:15 PM 18 32 22 21 93 17 30 18 20 85 1 241 8
5:30 PM 19 17 21 16 73 14 14 15 13 56 5 363 17
5:45 PM 9 47 18 13 87 7 42 9 13 71 2 590 16
TOTAL 125 233 180 129 667 95 206 143 98 542 30 27 37 31 125

BICYCLE CROSSINGS

AM PM 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
2118
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 3 1 2 3 1 2 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 4 400 8 7:15 AM 24 159 40 44 513 12 23 165 79 33 118 49 1,259 5 221 10 7:30 AM 28 202 37 55 538 15 25 147 82 63 120 55 1,367 5 500 10 7:45 AM 20 226 43 43 552 18 27 138 65 74 125 53 1,384 2 412 9 8:00 AM 29 177 24 39 481 15 30 187 93 48 123 44 1,290 3 231 9 8:15 AM 20 149 21 43 530 11 33 150 56 39 101 32 1,185 6 300 9 8:30 AM 13 164 22 43 489 10 37 129 66 27 105 25 1,130 0 410 5 8:45 AM 17 148 25 50 477 6 25 117 47 50 98 28 1,088 2 610 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 1 521 9 4:15 PM 52 416 37 74 229 15 31 127 20 40 203 81 1,325 0 911 11 4:30 PM 68 450 43 73 210 20 36 137 26 30 179 72 1,344 1 13 6 1 21 4:45 PM 65 451 48 63 208 17 35 137 23 25 205 65 1,342 4 431 12 5:00 PM 66 434 53 66 197 20 32 128 28 31 190 66 1,311 2 11 7 0 20 5:15 PM 83 443 48 77 197 18 33 155 18 44 222 62 1,400 4 730 14 5:30 PM 65 427 62 74 211 19 32 138 30 38 187 75 1,358 1 14 3 0 18 5:45 PM 63 410 47 82 198 11 22 154 29 48 190 86 1,340 1 530 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 0 000 0
7:15 AM 0 0 0 0 0 000 0 0 0 000 0
7:30 AM 0 0 0 0 0 000 0 0 0 000 0
7:45 AM 0 0 0 0 0 000 0 0 0 000 0
8:00 AM 0 0 0 0 0 000 0 0 0 000 0
8:15 AM 0 0 0 0 0 000 0 0 0 000 0
8:30 AM 0 0 0 0 0 000 0 0 0 000 0
8:45 AM 0 0 0 0 0 000 0 0 0 000 0
TOTAL 00 0 00 000 0 0 0 000 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 000 0 0 0 000 0
4:15 PM 0 0 0 0 0 000 0 0 0 000 0
4:30 PM 0 0 0 0 0 000 0 0 0 000 0
4:45 PM 0 0 0 0 0 000 0 0 0 000 0
5:00 PM 0 0 0 0 0 000 0 0 0 000 0
5:15 PM 0 0 0 0 0 000 0 0 0 000 0
5:30 PM 0 0 0 0 0 000 0 0 0 000 0
5:45 PM 0 0 0 0 0 000 0 0 0 000 0
TOTAL 00 0 00 000 0 0 0 000 0
000 0 0

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

PEDESTRIAN CROSSINGS BICYCLE 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
2119
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
PM BEGIN PEAK HR 4:45 PM 6 12 25 4 47 2 1 3 0 6

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
2120
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 3 0 1 3 0 1 2 0 1 2 1 0 000
7:00 AM 19 119 13 39 581 13 10 143 46 19 53 13 1,068 0 000 0 7:15 AM 21 169 20 29 555 13 21 198 76 15 48 16 1,181 1 000 1 7:30 AM 18 180 12 45 588 24 17 193 77 23 65 20 1,262 0 000 0 7:45 AM 31 176 11 39 556 20 18 189 66 37 101 25 1,269 4 000 4 8:00 AM 35 233 15 38 503 18 30 167 65 32 107 16 1,259 3 110 5 8:15 AM 22 171 10 42 562 20 19 159 77 20 74 17 1,193 2 200 4 8:30 AM 20 218 15 24 509 16 19 129 76 14 56 10 1,106 1 010 2 8:45 AM 19 202 9 28 501 19 24 132 58 16 64 15 1,087 0 000 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 1 400 5 4:15 PM 50 455 13 19 198 13 27 101 45 22 263 65 1,271 2 000 2 4:30 PM 58 456 12 28 230 18 39 112 43 33 237 84 1,350 1 500 6 4:45 PM 66 429 10 23 243 18 25 121 50 31 248 87 1,351 2 110 4 5:00 PM 67 455 16 21 254 25 40 151 48 25 251 76 1,429 1 140 6 5:15 PM 80 454 16 23 262 26 21 144 43 21 271 114 1,475 0 310 4 5:30 PM 74 469 15 20 227 18 20 114 32 18 262 97 1,366 1 200 3 5:45 PM 52 479 13 15 223 18 18 122 31 16 261 92 1,340 1 000 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 0 121 4
7:15 AM 0 0 0 0 0 0000 0 0 000 0
7:30 AM 4 3 2 2 11 1221 6 3 101 5
7:45 AM 3 1 0 6 10 2004 6 1 102 4
8:00 AM 0 1 0 2 3 0101 2 0 001 1
8:15 AM 0 3 0 6 9 0105 6 0 201 3
8:30 AM 3 4 0 2 9 0201 3 3 201 6
8:45 AM 2 0 1 2 5 1002 3 1 010 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 0 030 3
4:15 PM 0 0 3 1 4 0020 2 0 011 2
4:30 PM 2 6 0 4 12 0104 5 2 500 7
4:45 PM 2 0 1 0 3 2000 2 0 010 1
5:00 PM 2 3 1 2 8 2301 6 0 011 2
5:15 PM 2 0 0 0 2 1000 1 1 000 1
5:30 PM 2 3 1 1 7 1011 3 1 300 4
5:45 PM 0 0 0 1 1 0000 0 0 001 1
TOTAL 10 12 9 9 40 6 4 3 6 19 4 8 6 3 21

BICYCLE CROSSINGS

AM PM 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
2121
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 0.5 0.5 1 1 1 1 3 1 1 3 1 0 0 0 0
7:00 AM 10 0 8 2 1 1 1 258 105 12 78 3 479 0 000 0
7:15 AM 10 0 2 2 0 13 2 434 157 10 88 5 723 0 001 1
7:30 AM 20 0 6 1 0 2 0 505 178 12 92 6 822 0 000 0
7:45 AM 10 0 8 1 1 2 3 491 226 22 138 2 904 0 000 0
8:00 AM 26 2 2 3 0 1 1 446 183 17 152 6 839 0 010 1
8:15 AM 13 1 5 5 0 0 3 412 154 13 106 4 716 0 000 0
8:30 AM 9 2 6 1 0 3 5 415 134 20 107 6 708 0 000 0
8:45 AM 21 4 13 4 1 0 6 319 111 13 127 4 623 0 000 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 0 030 3
4:15 PM 254 3 10 3 0 8 3 184 34 3 582 3 1,087 0 020 2
4:30 PM 270 0 15 6 3 2 6 227 45 10 532 5 1,121 0 050 5
4:45 PM 282 0 14 3 2 1 9 200 45 6 561 1 1,124 0 041 5
5:00 PM 284 2 24 3 0 2 7 218 32 10 556 1 1,139 0 040 4
5:15 PM 302 2 18 3 1 7 9 233 38 3 556 5 1,177 0 041 5
5:30 PM 286 2 11 2 0 3 9 205 38 5 585 4 1,150 0 010 1
5:45 PM 280 2 6 2 2 4 7 195 44 3 566 5 1,116 0 020 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 0 000 0
7:15 AM 2 2 1 0 5 1200 3 1 010 2
7:30 AM 0 1 0 0 1 0100 1 0 000 0
7:45 AM 3 2 0 0 5 1200 3 2 000 2
8:00 AM 1 0 0 0 1 0000 0 1 000 1
8:15 AM 5 0 0 0 5 5000 5 0 000 0
8:30 AM 1 1 0 0 2 0000 0 1 100 2
8:45 AM 1 0 0 0 1 1000 1 0 000 0
TOTAL 13 6 1 0 20 8 5 0 0 13 5 1107
4:00 PM 4 2 0 0 6 1200 3 3 000 3
4:15 PM 4 1 2 0 7 2010 3 2 110 4
4:30 PM 3 0 2 0 5 0010 1 3 010 4
4:45 PM 1 5 3 0 9 0320 5 1 210 4
5:00 PM 2 1 3 0 6 0120 3 2 010 3
5:15 PM 3 1 1 0 5 1010 2 2 100 3
5:30 PM 8 0 0 0 8 1000 1 7 000 7
5:45 PM 1 1 0 0 2 1100 2 0 000 0
TOTAL 26 11 11 0 48 6 7 7 0 20 20 4 4 0 28

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

AM PM AM
7:15 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1085
Attachment 8
2122
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 3 1 2 3 1 1 3 1 1 3 1 0 000
7:00 AM 21 181 7 74 415 39 33 217 36 14 54 16 1,107 0 003 3 7:15 AM 18 188 9 70 474 26 37 249 65 16 78 28 1,258 0 203 5 7:30 AM 27 197 19 89 468 20 36 322 102 29 93 38 1,440 3 002 5 7:45 AM 33 212 24 79 422 34 23 293 74 39 125 29 1,387 0 3 0 10 13 8:00 AM 41 251 24 59 454 35 32 254 76 33 119 38 1,416 1 1 0 10 12 8:15 AM 24 220 23 82 440 34 32 249 85 29 97 24 1,339 3 006 9 8:30 AM 39 192 21 73 412 40 30 212 68 31 80 26 1,224 3 009 12 8:45 AM 36 203 23 75 438 39 26 177 78 28 76 28 1,227 4 006 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 4 407 15 4:15 PM 138 393 32 43 250 41 23 110 41 22 362 55 1,510 3 128 14 4:30 PM 144 377 26 48 291 32 38 125 35 32 340 81 1,569 2 719 19 4:45 PM 144 358 23 50 244 47 30 105 47 13 370 53 1,484 0 105 6 5:00 PM 141 355 22 64 284 67 37 126 55 18 369 61 1,599 1 232 8 5:15 PM 147 399 15 46 232 26 32 123 40 22 359 75 1,516 1 326 12 5:30 PM 112 407 13 50 253 29 45 99 43 20 346 86 1,503 2 336 14 5:45 PM 130 411 16 51 220 34 29 98 30 14 356 69 1,458 0 316 10 VOLUMES 1,087 3,118 165 399 2,011 314 271 924 336 167 2,860 553 12,205 13 24 12 49 98 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 ES WS TOTAL 7:00 AM 0 0 0 0 0 0000 0 0 000 0
7:15 AM 0 0 0 0 0 0000 0 0 000 0
7:30 AM 0 0 0 0 0 0000 0 0 000 0
7:45 AM 0 0 0 0 0 0000 0 0 000 0
8:00 AM 0 0 0 0 0 0000 0 0 000 0
8:15 AM 0 0 0 0 0 0000 0 0 000 0
8:30 AM 0 0 0 0 0 0000 0 0 000 0
8:45 AM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
AM BEGIN PEAK HR 0000 0
4:00 PM 0 0 0 0 0 0000 0 0 000 0
4:15 PM 0 0 0 0 0 0000 0 0 000 0
4:30 PM 0 0 0 0 0 0000 0 0 000 0
4:45 PM 0 0 0 0 0 0000 0 0 000 0
5:00 PM 0 0 0 0 0 0000 0 0 000 0
5:15 PM 0 0 0 0 0 0000 0 0 000 0
5:30 PM 0 0 0 0 0 0000 0 0 000 0
5:45 PM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
0000 0

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

PEDESTRIAN CROSSINGS BICYCLE 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
2123
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 3 0 2 3 1 1 2 0 1.5 1.5 0 0 0 0 0
7:00 AM 33 170 24 36 445 5 5 22 7 17 31 8 803 0 000 0
7:15 AM 48 224 32 58 556 15 0 21 6 16 16 13 1,005 1 000 1 7:30 AM 39 272 53 71 616 8 3 32 17 26 34 24 1,195 0 000 0 7:45 AM 52 334 70 57 530 16 1 33 8 41 58 19 1,219 2 100 3 8:00 AM 69 233 42 50 531 15 4 18 9 41 51 34 1,097 0 000 0 8:15 AM 69 246 40 56 453 14 0 17 14 26 34 14 983 1 100 2 8:30 AM 54 268 40 62 454 18 2 8 11 13 26 15 971 1 400 5 8:45 AM 62 241 27 39 463 13 7 20 8 26 26 15 947 2 100 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 3 300 6 4:15 PM 47 493 42 26 300 6 8 21 29 51 110 39 1,172 2 100 3 4:30 PM 37 463 58 18 355 11 20 45 57 65 106 44 1,279 2 200 4 4:45 PM 48 467 53 30 326 12 9 30 32 55 127 58 1,247 1 200 3 5:00 PM 46 358 65 28 330 9 28 56 50 68 132 32 1,202 4 300 7 5:15 PM 40 413 76 31 327 8 7 43 42 56 147 57 1,247 1 100 2 5:30 PM 41 440 70 35 306 8 8 32 30 53 148 53 1,224 2 300 5 5:45 PM 49 485 59 25 266 10 4 31 29 61 151 46 1,216 1 102 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 0 000 0
7:15 AM 2 0 0 2 4 2000 2 0 002 2
7:30 AM 1 1 1 1 4 1011 3 0 100 1
7:45 AM 4 2 2 2 10 3022 7 1 200 3
8:00 AM 0 3 0 0 3 0000 0 0 300 3
8:15 AM 2 1 2 3 8 2021 5 0 102 3
8:30 AM 0 0 0 0 0 0000 0 0 000 0
8:45 AM 4 1 4 3 12 2021 5 2 122 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 1 021 4
4:15 PM 2 0 2 1 5 1011 3 1 010 2
4:30 PM 3 4 2 2 11 0021 3 3 401 8
4:45 PM 5 1 3 1 10 3031 7 2 100 3
5:00 PM 2 1 1 2 6 1001 2 1 111 4
5:15 PM 2 1 3 1 7 1010 2 1 121 5
5:30 PM 3 2 2 0 7 2020 4 1 200 3
5:45 PM 1 1 4 0 6 0040 4 1 100 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

AM PM AM
7:15 AM
PM
4:30 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1087
Attachment 8
2124
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
PM BEGIN PEAK HR 4:30 PM 0 0 5 0 5 0 3 0 0 3

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
2125
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
PM BEGIN PEAK HR 4:30 PM 0 0 3 0 3 0 0 1 0 1

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
2126
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 3 0 1 3 0 0.5 1 0.5 1.5 0.5 1 0 0 0 0
7:00 AM 1 313 65 39 371 1 1 5 4 78 3 22 903 0 300 3
7:15 AM 0 331 87 57 342 2 2 6 8 82 1 49 967 0 500 5
7:30 AM 2 277 122 68 316 1 2 4 3 67 3 45 910 0 100 1
7:45 AM 2 307 123 69 318 1 0 7 7 61 1 32 928 0 100 1
8:00 AM 3 272 78 49 332 3 2 2 3 63 6 21 834 0 300 3
8:15 AM 2 253 64 28 357 1 0 0 3 48 3 39 798 0 100 1
8:30 AM 3 247 56 22 373 0 2 1 8 53 2 29 796 0 100 1
8:45 AM 2 236 53 19 335 0 1 3 1 61 1 20 732 0 000 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 4:00 PM 1 335 69 36 307 2 4 1 3 74 0 41 873 0 200 2
4:15 PM 3 358 78 22 317 0 0 0 3 76 0 41 898 2 200 4
4:30 PM 2 360 82 28 291 0 2 1 2 113 1 34 916 1 100 2
4:45 PM 0 337 82 26 314 0 1 1 2 111 0 38 912 0 100 1
5:00 PM 1 325 93 29 296 0 1 3 2 112 0 50 912 0 500 5
5:15 PM 0 340 99 34 330 0 0 1 1 126 0 32 963 0 200 2
5:30 PM 0 351 102 32 342 0 0 0 0 88 0 41 956 0 300 3
5:45 PM 3 358 92 43 317 0 0 0 0 94 0 32 939 2 600 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
VOLUMES 4 1,374 386 138 1,285 0 1 4 3 420 0 155 3,770
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 1 021 4
7:15 AM 24 0 0 20 44 23 0 0 18 41 1 002 3
7:30 AM 36 0 8 25 69 34 0 4 24 62 2 041 7
7:45 AM 33 0 4 25 62 33 0 4 25 62 0 000 0
8:00 AM 8 0 1 2 11 6011 8 2 001 3
8:15 AM 10 0 2 7 19 10 0 2 7 19 0 000 0
8:30 AM 4 0 5 2 11 4012 7 0 040 4
8:45 AM 4 0 2 5 11 3024 9 1 001 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 1 020 3
4:15 PM 10 0 1 5 16 6012 9 4 003 7
4:30 PM 6 0 2 4 12 6023 11 0 001 1
4:45 PM 5 0 0 5 10 4005 9 1 000 1
5:00 PM 5 0 4 5 14 4033 10 1 012 4
5:15 PM 3 0 4 3 10 1010 2 2 033 8
5:30 PM 5 0 6 1 12 5031 9 0 030 3
5:45 PM 2 0 4 2 8 2042 8 0 000 0
TOTAL 43 0 27 25 95 34 0 18 16 68 9 0 9 9 27

BICYCLE CROSSINGS

AM PM 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
2127
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
2128
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 Out In Total
1614 1755 3369
Right
237
Thru
710
Left
158
U-Turn
18 Out Total In
1649 1123 2772
Left
152
Thru
1170
Right
220
U-Turn
6 Out In Total
1702 1548 3250
Left
207 1196
Thru Right
185
U-Turn
8 Total Out 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
2129
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 Out In Total
1449 1678 3127
Right
180
Thru
1168
Left
154
U-Turn
30 Out Total In
1137 1532 2669
Left
144
Thru
1061
Right
96 U-Turn
7 Out In Total
1526 1308 2834
Left
208
Thru
844
Right
146
U-Turn
8 Total Out 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
2130
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 3 1 1 3 1 1 2 0 1 2 0 0 000
7:00 AM 20 257 19 17 393 28 44 97 23 46 79 14 1,037 0 300 3 7:15 AM 20 321 30 14 493 25 57 102 30 54 105 13 1,264 4 300 7 7:30 AM 29 325 41 41 426 26 54 128 26 56 152 5 1,309 4 600 10 7:45 AM 30 326 51 39 395 39 49 140 37 49 114 11 1,280 0 400 4 8:00 AM 37 271 44 42 345 30 52 131 22 27 109 9 1,119 3 10 0 0 13 8:15 AM 29 239 27 41 344 27 54 130 43 30 88 33 1,085 2 13 0 0 15 8:30 AM 24 194 19 28 415 27 43 109 56 25 102 18 1,060 1 800 9 8:45 AM 19 186 17 38 398 26 34 110 43 33 84 21 1,009 3 700 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 0 900 9 4:15 PM 42 388 35 34 236 38 40 116 37 30 134 21 1,151 1 300 4 4:30 PM 35 369 35 35 277 54 37 146 27 29 133 24 1,201 0 400 4 4:45 PM 32 367 38 37 284 46 53 152 29 31 124 16 1,209 0 100 1 5:00 PM 48 338 29 35 314 49 53 158 31 38 125 37 1,255 0 400 4 5:15 PM 26 346 25 30 300 51 55 141 46 39 150 34 1,243 1 500 6 5:30 PM 36 361 41 36 293 48 59 165 39 35 118 28 1,259 0 900 9 5:45 PM 42 359 27 47 300 40 67 169 40 39 130 29 1,289 1 300 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 4 124 11
7:15 AM 26 46 46 34 152 26 43 44 30 143 0 324 9
7:30 AM 120 117 87 110 434 118 110 82 104 414 2 756 20
7:45 AM 83 96 44 81 304 81 90 42 76 289 2 625 15
8:00 AM 33 27 28 22 110 27 27 26 21 101 6 021 9
8:15 AM 8 39 29 5 81 7 36 26 5 74 1 330 7
8:30 AM 12 11 11 13 47 9 10 10 10 39 3 113 8
8:45 AM 8 5 9 9 31 8368 25 0 231 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 6 23 31 1 61 1 223 8
4:15 PM 52 4 15 13 84 50 2 13 10 75 2 223 9
4:30 PM 12 7 18 9 46 6 6 17 7 36 6 112 10
4:45 PM 48 18 18 7 91 46 14 16 5 81 2 422 10
5:00 PM 4 6 18 4 32 4 5 15 3 27 0 131 5
5:15 PM 18 8 21 13 60 11 6 19 8 44 7 225 16
5:30 PM 17 10 24 14 65 11 6 22 7 46 6 427 19
5:45 PM 17 16 30 13 76 14 15 28 11 68 3 122 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

AM PM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1094
Attachment 8
2131
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 3 0 2 3 0 2 3 0 2 3 0 0 000
7:00 AM 34 179 28 44 430 28 24 127 34 88 86 29 1,131 2 100 3 7:15 AM 40 186 27 63 336 21 58 215 54 110 126 22 1,258 1 010 2 7:30 AM 55 226 31 50 363 37 66 154 45 96 164 28 1,315 4 000 4 7:45 AM 57 231 28 55 359 39 86 154 41 122 171 29 1,372 3 100 4 8:00 AM 31 193 26 38 289 43 67 130 39 31 134 49 1,070 1 301 5 8:15 AM 35 149 16 36 298 36 48 160 38 57 137 28 1,038 1 100 2 8:30 AM 22 138 22 37 424 32 56 154 31 48 101 21 1,086 0 200 2 8:45 AM 27 127 12 38 324 33 28 122 40 30 90 22 893 0 200 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 0 210 3 4:15 PM 45 411 25 63 155 25 49 199 59 93 178 32 1,334 0 000 0 4:30 PM 51 473 34 50 159 37 57 173 46 103 204 39 1,426 2 000 2 4:45 PM 59 435 26 52 143 39 55 162 44 89 201 43 1,348 5 000 5 5:00 PM 31 456 23 31 152 48 66 162 37 84 198 57 1,345 3 020 5 5:15 PM 34 444 22 39 140 41 52 173 41 72 192 36 1,286 2 100 3 5:30 PM 23 501 26 37 129 32 60 180 30 66 189 36 1,309 0 101 2 5:45 PM 29 477 20 37 153 38 57 172 39 56 181 32 1,291 1 002 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 0 000 0
7:15 AM 0 0 0 0 0 000 0 0 0 000 0
7:30 AM 0 0 0 0 0 000 0 0 0 000 0
7:45 AM 0 0 0 0 0 000 0 0 0 000 0
8:00 AM 0 0 0 0 0 000 0 0 0 000 0
8:15 AM 0 0 0 0 0 000 0 0 0 000 0
8:30 AM 0 0 0 0 0 000 0 0 0 000 0
8:45 AM 0 0 0 0 0 000 0 0 0 000 0
TOTAL 00 0 00 000 0 0 0 0000
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 000 0 0 0 000 0
4:15 PM 0 0 0 0 0 000 0 0 0 000 0
4:30 PM 0 0 0 0 0 000 0 0 0 000 0
4:45 PM 0 0 0 0 0 000 0 0 0 000 0
5:00 PM 0 0 0 0 0 000 0 0 0 000 0
5:15 PM 0 0 0 0 0 000 0 0 0 000 0
5:30 PM 0 0 0 0 0 000 0 0 0 000 0
5:45 PM 0 0 0 0 0 000 0 0 0 000 0
TOTAL 00 0 00 000 0 0 0 0000
000 0 0

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

PEDESTRIAN CROSSINGS BICYCLE 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
2132
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 3 0 2 3 0 2 3 0 2 3 0 0 000
7:00 AM 30 152 19 57 397 21 18 173 43 48 131 41 1,130 4 306 13 7:15 AM 49 211 34 35 427 28 11 272 78 56 193 49 1,443 1 008 9 7:30 AM 40 240 38 64 381 26 15 287 84 95 236 87 1,593 2 009 11 7:45 AM 65 236 21 51 351 25 16 183 59 89 247 93 1,436 3 105 9 8:00 AM 52 227 27 47 405 35 24 228 68 55 213 59 1,440 5 013 9 8:15 AM 42 172 29 56 381 32 31 270 72 56 150 38 1,329 3 206 11 8:30 AM 42 136 30 47 419 24 24 277 77 47 184 17 1,324 1 103 5 8:45 AM 28 174 24 42 410 24 32 193 46 49 171 24 1,217 4 015 10 VOLUMES 348 1,548 222 399 3,171 215 171 1,883 527 495 1,525 408 10,912 23 7 2 45 77 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 3 205 10 4:15 PM 53 396 42 42 202 25 39 205 42 41 225 37 1,349 4 317 15 4:30 PM 43 395 37 46 201 27 47 228 43 46 241 37 1,391 4 307 14 4:45 PM 34 415 38 37 209 25 49 231 45 41 230 53 1,407 1 308 12 5:00 PM 49 393 41 40 259 23 65 254 47 41 249 50 1,511 5 0 2 12 19 5:15 PM 47 432 37 51 202 32 44 240 36 38 278 49 1,486 3 226 13 5:30 PM 49 419 43 38 233 24 44 217 30 48 283 65 1,493 4 0 1 12 17 5:45 PM 63 416 33 51 219 13 36 206 29 53 254 66 1,439 2 4 0 12 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 1 010 2
7:15 AM 2 8 6 4 20 0654 15 2 210 5
7:30 AM 1 3 3 4 11 0332 8 1 002 3
7:45 AM 2 3 2 4 11 0314 8 2 010 3
8:00 AM 7 9 6 8 30 2828 20 5 140 10
8:15 AM 3 5 7 9 24 2478 21 1 101 3
8:30 AM 1 3 5 2 11 1140 6 0 212 5
8:45 AM 1 2 4 2 9 1231 7 0 011 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 4 11 9 7 31 1 562 14
4:15 PM 6 5 13 2 26 4 3 11 1 19 2 221 7
4:30 PM 5 8 7 2 22 4561 16 1 311 6
4:45 PM 3 6 19 2 30 3 3 13 1 20 0 361 10
5:00 PM 1 7 20 3 31 1 4 12 2 19 0 381 12
5:15 PM 7 5 9 14 35 3559 22 4 045 13
5:30 PM 5 0 5 5 15 5044 13 0 011 2
5:45 PM 1 5 6 3 15 1242 9 0 321 6
TOTAL 33 52 94 40 219 25 33 64 27 149 8 19 30 13 70

BICYCLE CROSSINGS

AM PM 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
2133
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 3 0 2 3 1 2 3 1 2 3 1 0 000
7:00 AM 25 129 15 55 313 33 18 188 35 38 81 14 944 5 103 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 9 103 13 8:30 AM 38 140 10 66 353 22 26 195 40 41 104 21 1,056 4 201 7 8:45 AM 30 158 17 54 343 42 26 166 24 40 106 17 1,023 4 003 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 3 305 11 4:15 PM 66 451 13 38 205 24 65 175 55 36 304 54 1,486 6 601 13 4:30 PM 69 424 24 31 235 19 74 196 44 37 322 49 1,524 7 314 15 4:45 PM 69 452 27 32 228 23 56 169 49 41 354 67 1,567 4 519 19 5:00 PM 47 351 17 64 232 21 80 189 82 47 353 67 1,550 4 705 16 5:15 PM 55 428 22 42 250 24 67 169 68 52 322 53 1,552 3 204 9 5:30 PM 60 395 32 42 223 26 68 163 44 47 349 64 1,513 8 406 18 5:45 PM 71 429 34 39 194 35 46 146 42 47 299 57 1,439 1 513 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 0 000 0
7:15 AM 0 0 0 0 0 000 0 0 0 000 0
7:30 AM 0 0 0 0 0 000 0 0 0 000 0
7:45 AM 0 0 0 0 0 000 0 0 0 000 0
8:00 AM 0 0 0 0 0 000 0 0 0 000 0
8:15 AM 0 0 0 0 0 000 0 0 0 000 0
8:30 AM 0 0 0 0 0 000 0 0 0 000 0
8:45 AM 0 0 0 0 0 000 0 0 0 000 0
TOTAL 00 0 00 000 0 0 0 0000
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 000 0 0 0 000 0
4:15 PM 0 0 0 0 0 000 0 0 0 000 0
4:30 PM 0 0 0 0 0 000 0 0 0 000 0
4:45 PM 0 0 0 0 0 000 0 0 0 000 0
5:00 PM 0 0 0 0 0 000 0 0 0 000 0
5:15 PM 0 0 0 0 0 000 0 0 0 000 0
5:30 PM 0 0 0 0 0 000 0 0 0 000 0
5:45 PM 0 0 0 0 0 000 0 0 0 000 0
TOTAL 00 0 00 000 0 0 0 0000
000 0 0

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

PEDESTRIAN CROSSINGS BICYCLE 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
2134
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 3 1 2 3 0 2 2 0 2 3 1 0 000
7:00 AM 27 152 19 17 322 12 10 45 17 47 22 14 704 0 200 2 7:15 AM 30 254 31 40 416 23 4 64 10 61 22 18 973 0 500 5 7:30 AM 47 294 36 38 411 13 12 76 14 88 58 35 1,122 0 120 3 7:45 AM 52 255 32 55 419 31 14 91 14 73 102 46 1,184 1 4 10 0 15 8:00 AM 48 226 57 63 424 39 17 78 24 72 64 27 1,139 0 460 10 8:15 AM 32 224 41 56 376 38 6 59 16 61 34 16 959 0 510 6 8:30 AM 29 182 33 37 395 39 11 46 9 40 25 10 856 0 330 6 8:45 AM 33 210 22 51 379 32 10 48 9 60 34 9 897 2 210 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 0 710 8 4:15 PM 35 472 74 26 257 15 13 60 11 58 137 43 1,201 1 431 9 4:30 PM 32 413 80 24 321 22 37 84 21 71 150 40 1,295 0 260 8 4:45 PM 32 436 63 30 277 11 51 83 17 69 169 47 1,285 0 451 10 5:00 PM 40 448 67 27 305 27 60 106 26 57 150 46 1,359 0 310 4 5:15 PM 46 444 98 31 287 12 52 124 23 60 162 36 1,375 1 530 9 5:30 PM 58 450 100 39 308 22 44 90 26 55 153 42 1,387 0 540 9 5:45 PM 49 393 112 41 249 18 39 93 16 82 173 42 1,307 2 640 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 3 001 4
7:15 AM 2 1 1 1 5 0011 2 2 100 3
7:30 AM 2 3 2 3 10 0112 4 2 211 6
7:45 AM 3 3 1 3 10 1113 6 2 200 4
8:00 AM 2 2 2 3 9 0022 4 2 201 5
8:15 AM 2 7 0 3 12 0402 6 2 301 6
8:30 AM 2 0 1 5 8 0014 5 2 001 3
8:45 AM 5 1 0 3 9 2003 5 3 100 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 2 200 4
4:15 PM 1 1 1 2 5 0111 3 1 001 2
4:30 PM 3 3 4 1 11 0231 6 3 110 5
4:45 PM 6 4 1 0 11 3300 6 3 110 5
5:00 PM 5 13 2 0 20 0310 4 5 10 1 0 16
5:15 PM 6 2 2 3 13 4002 6 2 221 7
5:30 PM 6 5 3 1 15 2220 6 4 311 9
5:45 PM 3 8 0 3 14 1303 7 2 500 7
TOTAL 32 38 14 10 94 10 14 8 7 39 22 24 6 3 55

BICYCLE CROSSINGS

AM PM 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
2135
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
2136
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 Out In Total
0 0 0
Right
0 Thru
888
Left
166
Out Total In
1174 1054 2228
Left
180
Thru
0 Right
243
Out In Total
393 423 816
Left
0 Thru
931
Right
227
Total Out 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
2137
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 Out In Total
0 0 0
Right
0 Thru
1094
Left
92 Out Total In
1164 1186 2350
Left
317
Thru
0 Right
211
Out In Total
286 528 814
Left
0 Thru
953
Right
194
Total Out 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
2138
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
2139
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
Out In Total
292 762 1054
Right
73 Thru
642
Left
159
Out Total In
941 874 1815
Left
45 Thru
187
Right
75 Out In Total
731 307 1038
Left
32 Thru
717
Right
114
Total Out 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
2140
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 Out In Total
709 312 1021
Right
143
Thru
1006
Left
26 Out Total In
891 1175 2066
Left
55 Thru
462
Right
34 Out In Total
265 551 816
Left
104
Thru
798
Right
45 Total Out 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
2141
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 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 0 000
7:00 AM 6 75 22 9 149 13 12 142 21 24 87 10 570 0 000 0 7:15 AM 8 109 20 20 231 25 24 130 25 39 124 18 773 0 000 0 7:30 AM 8 153 21 27 213 25 24 175 22 54 155 26 903 0 000 0 7:45 AM 20 137 18 28 183 27 23 190 25 47 133 22 853 0 000 0 8:00 AM 23 148 27 21 105 22 40 181 14 25 108 27 741 0 000 0 8:15 AM 9 88 15 20 95 14 24 137 18 13 105 10 548 0 000 0 8:30 AM 11 62 16 10 82 14 18 132 11 10 120 14 500 0 000 0 8:45 AM 7 63 13 11 58 15 16 123 2 12 109 13 442 0 000 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 0 000 0 4:15 PM 13 171 32 8 93 17 15 160 6 31 174 21 741 0 000 0 4:30 PM 16 191 29 11 92 17 28 151 11 21 158 22 747 0 000 0 4:45 PM 12 198 17 11 109 13 19 160 11 19 184 25 778 0 000 0 5:00 PM 18 181 39 10 98 12 24 180 14 24 158 29 787 0 000 0 5:15 PM 11 209 31 9 114 21 30 172 10 12 193 29 841 0 000 0 5:30 PM 17 210 30 11 121 18 37 190 18 21 166 22 861 0 000 0 5:45 PM 9 202 24 13 122 22 30 175 20 27 196 18 858 0 000 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 2 202 6
7:15 AM 12 8 6 24 50 9 6 3 22 40 3 232 10
7:30 AM 23 30 12 36 101 23 28 10 35 96 0 221 5
7:45 AM 62 19 13 44 138 60 18 11 42 131 2 122 7
8:00 AM 16 15 5 27 63 13 12 1 25 51 3 342 12
8:15 AM 6 19 2 12 39 4 18 1 12 35 2 110 4
8:30 AM 11 14 0 10 35 10 12 0 10 32 1 200 3
8:45 AM 5 8 4 3 20 4743 18 1 100 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 2 120 5
4:15 PM 9 17 4 14 44 6 11 3 12 32 3 612 12
4:30 PM 12 5 7 6 30 9276 24 3 300 6
4:45 PM 7 11 4 12 34 5 7 2 12 26 2 420 8
5:00 PM 7 9 3 15 34 3 7 2 15 27 4 210 7
5:15 PM 13 16 14 15 58 12 15 13 15 55 1 110 3
5:30 PM 6 12 1 20 39 5 7 0 19 31 1 511 8
5:45 PM 12 17 5 13 47 7 14 5 12 38 5 301 9
TOTAL 79 101 45 112 337 58 76 37 108 279 21 25 8 4 58

BICYCLE CROSSINGS

AM PM 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
2142
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 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 0 000
7:00 AM 20 71 19 25 121 29 22 198 28 22 198 7 760 0 000 0 7:15 AM 33 93 33 25 173 32 45 240 42 24 250 13 1,003 0 000 0 7:30 AM 55 125 42 48 193 14 38 222 37 36 223 11 1,044 0 000 0 7:45 AM 45 123 45 36 178 15 41 254 24 32 215 11 1,019 0 000 0 8:00 AM 47 140 53 37 144 20 34 252 36 20 192 16 991 0 000 0 8:15 AM 28 82 28 32 71 15 11 249 33 14 160 16 739 0 000 0 8:30 AM 10 56 22 35 57 8 8 205 9 17 171 11 609 0 000 0
8:45 AM 19 44 19 24 61 11 13 205 8 15 151 11 581 0 000 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 0 000 0 4:15 PM 35 173 61 22 81 21 30 210 30 16 240 28 947 0 000 0 4:30 PM 51 169 32 32 64 26 29 222 18 23 231 28 925 0 000 0 4:45 PM 50 203 56 24 93 26 34 214 28 17 235 26 1,006 0 000 0 5:00 PM 50 198 47 29 76 18 31 227 34 19 257 16 1,002 0 000 0 5:15 PM 37 193 63 32 90 25 34 216 31 20 244 20 1,005 0 000 0 5:30 PM 36 193 55 17 107 21 30 255 26 21 238 27 1,026 0 000 0 5:45 PM 59 200 55 28 96 28 38 225 40 22 195 20 1,006 0 000 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 2 621 11
7:15 AM 48 33 7 27 115 46 27 7 26 106 2 601 9
7:30 AM 86 52 24 78 240 81 47 24 75 227 5 503 13
7:45 AM 91 65 41 70 267 87 60 39 68 254 4 522 13
8:00 AM 51 57 29 55 192 48 53 28 52 181 3 413 11
8:15 AM 11 29 8 15 63 10 28 7 15 60 1 110 3
8:30 AM 7 4 2 2 15 6222 12 1 200 3
8:45 AM 8 3 2 5 18 8225 17 0 100 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 8 413 16
4:15 PM 12 13 7 3 35 7 11 5 3 26 5 220 9
4:30 PM 17 22 5 11 55 7 14 4 6 31 10 8 1 5 24
4:45 PM 27 31 22 22 102 20 29 19 18 86 7 234 16
5:00 PM 11 24 9 21 65 10 17 9 20 56 1 701 9
5:15 PM 21 25 8 17 71 15 18 4 15 52 6 742 19
5:30 PM 25 16 12 12 65 21 9 7 12 49 4 750 16
5:45 PM 7 12 3 11 33 6336 18 1 905 15
TOTAL 147 170 80 113 510 105 124 64 93 386 42 46 16 20 124

BICYCLE CROSSINGS

AM PM 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
2143
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
2144
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
Out In Total
462 1217 1679
Right
97 Thru
1145
Left
67 Out Total In
1922 1309 3231
Left
78 Thru
271
Right
115
Out In Total
910 464 1374
Left
94 1614
Thru Right
110
Total Out 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
2145
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
Out In Total
1285 450 1735
Right
258
Thru
1623
Left
90 Out Total In
1234 1971 3205
Left
194
Thru
933
Right
243
Out In Total
444 1370 1814
Left
94 Thru
883
Right
91 Total Out 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
2146
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 3 1 2 2 1 2 3 0 2 3 1 0 000
7:00 AM 23 254 42 59 328 28 47 230 34 46 116 51 1,258 4 002 6 7:15 AM 32 285 28 83 324 26 67 258 35 48 141 69 1,396 3 003 6 7:30 AM 45 270 41 102 342 21 78 281 38 76 202 92 1,588 3 008 11 7:45 AM 59 234 49 94 311 40 86 250 33 87 225 73 1,541 2 118 12 8:00 AM 39 248 39 83 368 46 71 183 42 91 184 51 1,445 4 0 0 11 15 8:15 AM 47 226 36 52 341 72 85 239 41 101 204 54 1,498 7 012 10 8:30 AM 39 256 43 53 361 61 63 203 26 51 129 22 1,307 5 005 10 8:45 AM 37 246 38 65 280 63 55 174 37 51 93 31 1,170 5 116 13 VOLUMES 321 2,019 316 591 2,655 357 552 1,818 286 551 1,294 443 11,203 33 2 3 45 83 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 2 227 13 4:15 PM 45 282 37 66 295 50 61 178 33 63 234 67 1,411 4 1 0 12 17 4:30 PM 40 277 26 53 286 48 69 193 34 55 308 71 1,460 2 107 10 4:45 PM 36 281 40 68 308 45 74 177 28 70 255 87 1,469 3 026 11 5:00 PM 61 284 58 50 311 56 85 192 40 57 286 107 1,587 5 017 13 5:15 PM 53 264 41 62 317 54 97 223 30 71 247 81 1,540 2 028 12 5:30 PM 55 304 42 75 322 57 71 163 37 77 265 93 1,561 2 018 11 5:45 PM 64 284 48 53 330 50 79 164 27 76 260 77 1,512 8 0 0 11 19 VOLUMES 397 2,258 329 495 2,441 420 621 1,458 254 517 2,115 659 11,964 28 4 8 66 106 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 ES WS TOTAL 7:00 AM 0 0 0 0 0 0000 0 0 000 0
7:15 AM 0 0 0 0 0 0000 0 0 000 0
7:30 AM 0 0 0 0 0 0000 0 0 000 0
7:45 AM 0 0 0 0 0 0000 0 0 000 0
8:00 AM 0 0 0 0 0 0000 0 0 000 0
8:15 AM 0 0 0 0 0 0000 0 0 000 0
8:30 AM 0 0 0 0 0 0000 0 0 000 0
8:45 AM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 0 000 0
4:15 PM 0 0 0 0 0 0000 0 0 000 0
4:30 PM 0 0 0 0 0 0000 0 0 000 0
4:45 PM 0 0 0 0 0 0000 0 0 000 0
5:00 PM 0 0 0 0 0 0000 0 0 000 0
5:15 PM 0 0 0 0 0 0000 0 0 000 0
5:30 PM 0 0 0 0 0 0000 0 0 000 0
5:45 PM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
0000 0

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

PEDESTRIAN CROSSINGS BICYCLE 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
2147
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 3 0 1 3 0 1 2 0 1 2 0 0 000
7:00 AM 15 257 12 66 336 19 35 100 24 26 44 8 942 2 100 3 7:15 AM 31 265 11 104 263 15 44 153 27 22 61 6 1,002 2 000 2 7:30 AM 28 256 15 83 297 22 49 195 28 25 77 14 1,089 1 100 2 7:45 AM 39 306 21 87 291 16 37 217 18 21 103 17 1,173 0 400 4 8:00 AM 37 240 17 72 288 27 29 182 28 45 136 25 1,126 3 500 8 8:15 AM 14 242 39 63 357 11 28 131 15 25 69 23 1,017 0 506 11 8:30 AM 18 267 27 70 357 14 24 101 14 15 63 14 984 3 300 6 8:45 AM 13 259 19 57 326 17 21 94 20 23 53 13 915 4 200 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 8 700 15 4:15 PM 44 335 16 37 311 29 37 101 12 21 86 33 1,062 9 500 14 4:30 PM 36 314 26 32 330 28 25 60 13 38 134 31 1,067 5 600 11 4:45 PM 41 314 20 30 296 30 56 80 17 41 133 52 1,110 4 340 11 5:00 PM 42 341 23 30 280 28 45 92 14 38 178 34 1,145 1 100 2 5:15 PM 55 371 21 38 311 30 32 153 13 38 212 17 1,291 6 300 9 5:30 PM 43 334 18 33 310 29 44 119 12 37 160 17 1,156 7 700 14 5:45 PM 52 298 8 29 300 36 61 149 21 49 144 10 1,157 5 300 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 0 020 2
7:15 AM 10 4 8 11 33 8387 26 2 104 7
7:30 AM 9 12 3 10 34 7 10 3 6 26 2 204 8
7:45 AM 10 10 5 12 37 10 9 2 12 33 0 130 4
8:00 AM 7 6 2 6 21 5625 18 2 001 3
8:15 AM 7 9 2 2 20 7802 17 0 120 3
8:30 AM 1 9 3 5 18 1632 12 0 303 6
8:45 AM 3 6 2 12 23 2 6 1 10 19 1 012 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 0 211 4
4:15 PM 1 11 0 5 17 1804 13 0 301 4
4:30 PM 1 11 1 9 22 0 11 1 6 18 1 003 4
4:45 PM 0 11 0 5 16 0 10 0 3 13 0 102 3
5:00 PM 1 11 3 9 24 0737 17 1 402 7
5:15 PM 5 8 2 11 26 4829 23 1 002 3
5:30 PM 5 11 4 7 27 5946 24 0 201 3
5:45 PM 7 18 0 7 32 7 17 0 5 29 0 102 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

AM PM AM
7:30 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1111
Attachment 8
2148
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 3 0 1 3 0 1 2 0 1 2 0 0 000
7:00 AM 12 299 16 24 375 3 21 53 17 25 26 9 880 0 000 0 7:15 AM 16 341 36 33 399 9 13 72 8 24 54 4 1,009 0 300 3 7:30 AM 16 360 52 26 369 7 29 110 9 30 64 13 1,085 0 100 1 7:45 AM 23 352 55 39 309 12 19 136 12 21 79 8 1,065 2 600 8 8:00 AM 7 310 46 33 371 11 18 69 4 17 33 14 933 0 600 6 8:15 AM 12 274 25 36 369 7 9 29 3 20 23 12 819 3 200 5
8:30 AM 11 237 21 23 307 8 13 25 7 21 15 12 700 1 300 4 8:45 AM 5 292 14 31 345 4 8 26 2 10 18 11 766 0 500 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 0 500 5 4:15 PM 6 345 21 25 387 13 9 35 4 31 57 18 951 0 800 8
4:30 PM 13 345 26 29 353 18 12 42 7 38 64 23 970 3 300 6 4:45 PM 10 361 15 18 352 7 11 34 5 42 76 23 954 1 800 9 5:00 PM 19 333 16 20 289 14 9 32 9 64 88 29 922 3 600 9 5:15 PM 21 386 19 27 357 14 11 41 6 61 96 27 1,066 2 500 7 5:30 PM 13 399 21 22 353 14 15 39 14 50 85 22 1,047 1 500 6 5:45 PM 19 346 27 31 348 8 21 44 7 48 87 18 1,004 3 700 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 13 4 6 8 31 0 231 6
7:15 AM 42 16 13 11 82 40 16 12 7 75 2 014 7
7:30 AM 40 26 14 26 106 39 26 12 23 100 1 023 6
7:45 AM 43 21 5 17 86 40 20 2 16 78 3 131 8
8:00 AM 32 7 10 12 61 31 7 9 10 57 1 012 4
8:15 AM 5 3 5 7 20 5346 18 0 011 2
8:30 AM 16 10 5 6 37 15 5 3 3 26 1 523 11
8:45 AM 7 13 8 4 32 5 12 7 2 26 2 112 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 0 431 8
4:15 PM 8 13 13 10 44 6 11 5 8 30 2 282 14
4:30 PM 12 3 6 10 31 10 2 6 9 27 2 101 4
4:45 PM 1 3 4 10 18 0348 15 1 002 3
5:00 PM 6 15 11 10 42 6 10 7 7 30 0 543 12
5:15 PM 21 7 18 17 63 20 7 12 16 55 1 061 8
5:30 PM 36 18 12 30 96 29 18 9 24 80 7 036 16
5:45 PM 26 11 28 11 76 24 11 22 9 66 2 062 10
TOTAL 115 80 99 107 401 100 68 69 89 326 15 12 30 18 75

BICYCLE CROSSINGS

AM PM 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
2149
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 3 1 2 3 1 1 3 0 1 3 0 0 000
7:00 AM 36 259 34 58 271 47 43 290 22 28 124 17 1,229 2 200 4 7:15 AM 39 329 43 65 316 34 36 318 32 23 145 23 1,403 2 101 4 7:30 AM 46 328 36 88 284 51 53 332 28 30 204 28 1,508 3 300 6 7:45 AM 57 346 48 74 259 37 62 314 30 25 258 36 1,546 2 200 4 8:00 AM 39 262 33 45 262 36 52 291 36 28 197 30 1,311 2 300 5 8:15 AM 35 266 40 56 275 32 44 293 29 29 179 23 1,301 1 300 4 8:30 AM 23 240 58 63 248 34 55 299 24 22 143 41 1,250 3 000 3 8:45 AM 24 202 37 57 229 31 36 285 26 17 137 24 1,105 1 000 1 VOLUMES 299 2,232 329 506 2,144 302 381 2,422 227 202 1,387 222 10,653 16 14 0 1 31 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 5 302 10 4:15 PM 66 288 50 39 176 39 43 279 36 41 293 38 1,388 5 301 9 4:30 PM 63 284 54 51 260 54 58 283 39 58 328 27 1,559 4 512 12 4:45 PM 70 290 40 64 266 72 42 255 42 45 339 25 1,550 7 311 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 4 300 7 5:30 PM 66 317 46 50 279 59 57 261 20 47 307 34 1,543 2 113 7 5:45 PM 63 335 53 54 246 63 48 253 33 39 287 30 1,504 3 102 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 0 000 0
7:15 AM 0 0 0 0 0 0000 0 0 000 0
7:30 AM 0 0 0 0 0 0000 0 0 000 0
7:45 AM 0 0 0 0 0 0000 0 0 000 0
8:00 AM 0 0 0 0 0 0000 0 0 000 0
8:15 AM 0 0 0 0 0 0000 0 0 000 0
8:30 AM 0 0 0 0 0 0000 0 0 000 0
8:45 AM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 000 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 0 000 0
4:15 PM 0 0 0 0 0 0000 0 0 000 0
4:30 PM 0 0 0 0 0 0000 0 0 000 0
4:45 PM 0 0 0 0 0 0000 0 0 000 0
5:00 PM 0 0 0 0 0 0000 0 0 000 0
5:15 PM 0 0 0 0 0 0000 0 0 000 0
5:30 PM 0 0 0 0 0 0000 0 0 000 0
5:45 PM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 000 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

PEDESTRIAN CROSSINGS BICYCLE CROSSINGS

U-TURNS
Bristol Bristol 1st 1st

AM PM AM
7:15 AM
PM
4:30 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
Add U-Turns to Left Turns
K-1113
Attachment 8
2150
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
2151
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 Out In Total
1337 1837 3174
Right
48 Thru
419
Left
150
Out Total In
627 617 1244
Left
114
Thru
1023
Right
51 U-Turn
3 Out In Total
1899 1191 3090
Left
266
Thru
458
Right
225
Total Out 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
2152
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 Out In Total
1830 1525 3355
Right
57 Thru
489
Left
94 Out Total In
659 640 1299
Left
206
Thru
1519
Right
82 U-Turn
12 Out In Total
1329 1819 3148
Left
254
Thru
496
Right
99 Total Out 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
2153
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 2 1 2 3 0 1 3 1 1 3 1 0 000
7:00 AM 40 125 29 104 291 34 30 297 55 36 143 25 1,209 0 200 2 7:15 AM 43 163 24 110 327 37 48 304 71 35 199 25 1,386 2 001 3 7:30 AM 49 182 42 79 336 33 52 292 64 54 230 35 1,448 1 101 3 7:45 AM 53 250 34 90 316 36 50 266 72 49 243 37 1,496 0 101 2 8:00 AM 45 258 57 103 315 40 53 275 76 48 179 47 1,496 0 100 1 8:15 AM 36 272 81 84 324 40 53 217 72 35 126 41 1,381 0 000 0 8:30 AM 26 205 62 74 322 36 48 221 65 49 127 29 1,264 1 002 3 8:45 AM 36 127 35 72 310 35 33 197 72 52 110 30 1,109 0 200 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 0 010 1 4:15 PM 80 289 54 72 192 43 43 227 36 35 247 79 1,397 1 011 3 4:30 PM 73 295 54 44 205 35 44 208 44 45 243 77 1,367 2 002 4 4:45 PM 80 284 44 77 195 36 51 193 36 38 255 72 1,361 2 000 2 5:00 PM 72 277 56 55 237 47 53 231 35 53 265 68 1,449 2 001 3 5:15 PM 59 254 50 81 202 42 51 210 46 36 257 69 1,357 0 210 3 5:30 PM 70 291 63 66 176 36 54 207 49 40 260 72 1,384 1 020 3 5:45 PM 72 282 50 70 192 47 54 207 30 42 260 67 1,373 0 100 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 0 000 0
7:15 AM 0 0 0 0 0 000 0 0 0 000 0
7:30 AM 0 0 0 0 0 000 0 0 0 000 0
7:45 AM 0 0 0 0 0 000 0 0 0 000 0
8:00 AM 0 0 0 0 0 000 0 0 0 000 0
8:15 AM 0 0 0 0 0 000 0 0 0 000 0
8:30 AM 0 0 0 0 0 000 0 0 0 000 0
8:45 AM 0 0 0 0 0 000 0 0 0 000 0
TOTAL 00 0 00 000 0 0 0 0000
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 000 0 0 0 000 0
4:15 PM 0 0 0 0 0 000 0 0 0 000 0
4:30 PM 0 0 0 0 0 000 0 0 0 000 0
4:45 PM 0 0 0 0 0 000 0 0 0 000 0
5:00 PM 0 0 0 0 0 000 0 0 0 000 0
5:15 PM 0 0 0 0 0 000 0 0 0 000 0
5:30 PM 0 0 0 0 0 000 0 0 0 000 0
5:45 PM 0 0 0 0 0 000 0 0 0 000 0
TOTAL 00 0 00 000 0 0 0 0000
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

PEDESTRIAN CROSSINGS BICYCLE CROSSINGS

U-TURNS
Bristol Bristol Warner Warner

AM PM AM
7:15 AM
PM
4:15 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
Add U-Turns to Left Turns
K-1117
Attachment 8
2154
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 3 0 1 3 0 1 2 0 1 2 0 0 000
7:00 AM 6 92 12 45 252 33 14 166 16 19 100 11 766 0 000 0 7:15 AM 12 143 29 62 244 39 41 232 10 23 122 11 968 0 000 0 7:30 AM 17 188 30 80 249 25 26 232 24 25 171 18 1,085 0 000 0 7:45 AM 22 176 32 76 234 21 64 220 20 44 151 24 1,084 0 000 0 8:00 AM 11 189 39 53 244 29 50 193 26 25 88 15 962 0 000 0 8:15 AM 12 179 23 38 250 25 49 166 21 26 62 12 863 1 000 1 8:30 AM 4 236 21 27 259 36 56 164 20 18 51 12 904 0 000 0 8:45 AM 9 223 13 33 265 36 55 143 18 16 77 22 910 0 000 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 0 000 0 4:15 PM 17 229 32 20 179 43 48 141 15 30 259 16 1,029 0 100 1 4:30 PM 21 269 29 21 188 27 53 152 11 26 249 13 1,059 0 000 0 4:45 PM 30 328 43 25 183 35 45 139 6 37 243 20 1,134 0 000 0 5:00 PM 38 320 50 26 195 39 47 154 11 34 272 10 1,196 1 000 1 5:15 PM 38 319 69 26 185 40 47 191 13 29 258 15 1,230 0 000 0 5:30 PM 46 321 49 16 200 48 46 189 13 19 250 18 1,215 0 000 0 5:45 PM 50 310 55 20 230 42 52 154 17 32 252 8 1,222 1 000 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 7 302 12
7:15 AM 3 16 0 3 22 2701 10 1 902 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 4 701 12
8:00 AM 1 2 5 3 11 0052 7 1 201 4
8:15 AM 2 0 3 2 7 1031 5 1 001 2
8:30 AM 4 3 1 2 10 2001 3 2 311 7
8:45 AM 2 2 5 3 12 2143 10 0 110 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 5 523 15
5:00 PM 9 2 6 6 23 0254 11 9 012 12
5:15 PM 13 1 4 7 25 1136 11 12 0 1 1 14
5:30 PM 8 3 17 2 30 3 1 16 1 21 5 211 9
5:45 PM 6 0 3 4 13 1013 5 5 021 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

AM PM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1118
Attachment 8
2155
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
2156
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
2157
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 Out In Total
774 1836 2610
Right
128
Thru
883
Left
172
U-Turn
13 Out Total In
1783 1196 2979
Left
76 Thru
463
Right
116
U-Turn
13 Out In Total
1823 668 2491
Left
183 1353
Thru Right
274
U-Turn
3 Total Out 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
2158
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 Out In Total
2009 1137 3146
Right
281
Thru
1490
Left
257
U-Turn
0 Out Total In
1209 2028 3237
Left
276
Thru
1386
Right
252
U-Turn
49 Out In Total
1217 1963 3180
Left
342
Thru
772
Right
164
U-Turn
4 Total Out 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
2159
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 2.5 1.5 2 3 1 2 2.5 1.5 2 3 1 0 0 0 0
7:00 AM 20 112 12 30 301 14 15 94 61 59 55 32 805 0 204 6 7:15 AM 16 121 19 41 356 9 16 115 79 54 68 25 919 0 002 2 7:30 AM 20 97 26 43 351 18 34 205 85 74 108 34 1,095 0 203 5 7:45 AM 32 104 35 84 339 29 15 265 111 49 140 34 1,237 2 000 2 8:00 AM 23 103 26 47 284 29 27 259 101 55 76 35 1,065 2 004 6 8:15 AM 15 139 43 61 359 23 33 176 69 58 60 29 1,065 3 105 9 8:30 AM 17 117 28 47 254 27 23 134 69 69 51 38 874 1 107 9 8:45 AM 20 114 28 56 285 26 22 98 63 49 82 33 876 0 107 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 3 143 11 4:15 PM 152 356 47 28 158 46 81 125 47 52 168 63 1,323 5 264 17 4:30 PM 148 341 54 44 185 41 64 102 39 56 218 83 1,375 6 537 21 4:45 PM 150 347 44 43 152 38 67 111 53 65 253 70 1,393 4 278 21 5:00 PM 138 339 67 48 167 44 68 122 47 52 228 80 1,400 6 235 16 5:15 PM 165 318 46 40 173 50 68 131 53 62 246 87 1,439 4 436 17 5:30 PM 155 331 48 57 188 54 73 149 54 53 259 64 1,485 0 456 15 5:45 PM 161 321 50 48 192 58 72 148 59 85 239 78 1,511 2 246 14 VOLUMES 1,208 2,706 405 341 1,358 367 556 992 401 467 1,773 590 11,164 30 22 35 45 132 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 13 2 4 4 23 0 300 3
7:15 AM 3 1 5 0 9 3030 6 0 120 3
7:30 AM 3 3 1 5 12 3314 11 0 001 1
7:45 AM 3 4 0 2 9 3202 7 0 200 2
8:00 AM 5 3 0 2 10 4302 9 1 000 1
8:15 AM 5 2 2 3 12 5112 9 0 111 3
8:30 AM 13 6 6 1 26 11 5 6 1 23 2 100 3
8:45 AM 6 3 2 6 17 5325 15 1 001 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 12 4 6 8 30 1 010 2
4:15 PM 9 5 5 1 20 7551 18 2 000 2
4:30 PM 21 13 5 11 50 17 11 5 9 42 4 202 8
4:45 PM 18 9 3 11 41 15 8 3 11 37 3 100 4
5:00 PM 11 4 13 10 38 11 3 9 10 33 0 140 5
5:15 PM 8 4 7 6 25 8466 24 0 010 1
5:30 PM 13 5 5 6 29 12 4 4 5 25 1 111 4
5:45 PM 16 5 7 5 33 16 4 6 5 31 0 110 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

AM PM AM
7:30 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1123
Attachment 8
2160
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) Total 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
AM NOON 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
`

PMNOONAMAMNOONPM

PMNOONAMAMNOONPM
K-1124
Attachment 8
2161
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) Total 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
AM NOON 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
`

PMNOONAMAMNOONPM

PMNOONAMAMNOONPM
K-1125
Attachment 8
2162
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 1 1 2 1 1 3 1 1 2 1 0 000
7:00 AM 11 120 17 30 104 24 11 85 18 16 63 26 525 0 000 0 7:15 AM 14 199 19 36 131 20 24 146 24 22 78 25 738 0 000 0 7:30 AM 17 234 36 38 156 17 26 202 20 35 92 33 906 0 000 0 7:45 AM 26 194 35 50 156 25 33 193 23 18 73 22 848 0 000 0 8:00 AM 26 152 23 37 102 11 26 141 10 22 67 49 666 1 000 1 8:15 AM 10 95 28 47 85 20 20 104 14 10 51 35 519 0 000 0 8:30 AM 13 128 19 26 86 9 6 50 11 14 42 25 429 1 000 1
8:45 AM 20 105 13 24 63 4 15 52 8 18 36 26 384 2 000 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 0 000 0 4:15 PM 25 148 23 23 94 7 13 105 17 37 71 30 593 0 000 0 4:30 PM 18 152 13 30 123 11 42 123 13 34 98 33 690 0 000 0 4:45 PM 31 171 18 39 133 10 26 82 20 25 97 25 677 0 000 0 5:00 PM 26 152 16 24 125 9 47 103 15 43 149 56 765 1 000 1 5:15 PM 33 210 12 19 120 14 22 90 13 46 125 29 733 0 000 0 5:30 PM 29 191 13 17 131 13 33 95 12 26 119 35 714 1 000 1 5:45 PM 24 206 14 9 90 7 15 69 11 30 98 28 601 0 000 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 1 1 9 14 25 6 944 23
7:15 AM 7 9 27 23 66 3 0 26 16 45 4 917 21
7:30 AM 6 8 23 20 57 1 1 16 17 35 5 773 22
7:45 AM 2 4 55 25 86 0 0 53 22 75 2 423 11
8:00 AM 3 8 17 12 40 2 0 17 9 28 1 803 12
8:15 AM 5 9 17 6 37 0 4 16 3 23 5 513 14
8:30 AM 10 15 15 9 49 0 0 11 9 20 10 15 4 0 29
8:45 AM 11 24 9 26 70 4 1 8 26 39 7 23 1 0 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 0 2 5 17 24 2 525 14
4:15 PM 8 14 9 26 57 4 0 8 24 36 4 14 1 2 21
4:30 PM 10 5 8 10 33 1169 17 9 421 16
4:45 PM 2 3 10 13 28 0189 18 2 224 10
5:00 PM 1 9 6 12 28 0 1 5 12 18 1 810 10
5:15 PM 5 5 6 4 20 1333 10 4 231 10
5:30 PM 1 3 5 8 17 1248 15 0 110 2
5:45 PM 4 3 5 10 22 1029 12 3 331 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

AM PM AM
7:15 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1126
Attachment 8
2163
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
2164
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
Out In Total
863 762 1625
Right
119
Thru
835
Left
155
U-Turn
47 Out Total In
1792 1156 2948
Left
133
Thru
584
Right
154
U-Turn
1 Out In Total
750 872 1622
Left
160 1469
Thru Right
58 Total Out 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
2165
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
Out In Total
882 748 1630
Right
142
Thru
1373
Left
190
U-Turn
13 Out Total In
1490 1718 3208
Left
123
Thru
606
Right
144
U-Turn
5 Out In Total
740 878 1618
Left
134 1181
Thru Right
98 Total Out 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
2166
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 1 0 1 1 0 1 1 0 1 1 0 0 000
7:00 AM 8 75 5 14 75 8 12 86 10 8 79 5 385 0 000 0
7:15 AM 8 102 8 10 89 10 13 134 12 12 92 15 505 0 000 0 7:30 AM 13 105 10 14 85 13 13 139 19 16 120 15 562 0 000 0 7:45 AM 15 111 8 18 90 15 11 145 5 22 112 13 565 0 000 0 8:00 AM 21 102 10 21 88 12 12 140 6 11 91 12 526 0 000 0 8:15 AM 9 82 8 15 66 7 13 89 6 13 66 4 378 0 000 0
8:30 AM 5 64 10 10 79 8 10 81 4 9 59 8 347 0 000 0
8:45 AM 7 63 6 9 54 10 9 90 4 11 76 3 342 0 000 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 0 000 0
4:15 PM 10 137 5 8 93 13 8 106 4 12 136 15 547 0 000 0
4:30 PM 12 119 5 14 64 18 12 100 2 15 126 13 500 0 000 0 4:45 PM 8 135 7 8 75 17 10 110 4 9 148 7 538 0 000 0
5:00 PM 10 135 9 14 60 9 15 109 4 6 131 17 519 0 000 0
5:15 PM 9 143 10 10 95 16 15 100 3 13 145 21 580 0 000 0 5:30 PM 10 139 7 10 105 10 15 127 5 10 142 21 601 0 000 0 5:45 PM 11 127 7 10 78 19 16 123 6 17 153 22 589 0 000 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 6 820 16
7:15 AM 7 2 3 4 16 1024 7 6 210 9
7:30 AM 15 9 7 14 45 1 0 7 12 20 14 9 0 2 25
7:45 AM 8 19 9 15 51 3 0 8 15 26 5 19 1 0 25
8:00 AM 4 5 3 9 21 2039 14 2 500 7
8:15 AM 3 7 5 11 26 3249 18 0 512 8
8:30 AM 2 2 2 6 12 1114 7 1 112 5
8:45 AM 2 2 0 4 8 0004 4 2 200 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 3 0 11 9 23 7 721 17
4:15 PM 7 8 7 5 27 0175 13 7 700 14
4:30 PM 4 3 3 3 13 3022 7 1 311 6
4:45 PM 3 7 6 6 22 2066 14 1 700 8
5:00 PM 8 3 0 8 19 2006 8 6 302 11
5:15 PM 4 6 7 7 24 1166 14 3 511 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 5 702 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

AM PM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1130
Attachment 8
2167
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 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 0 000
7:00 AM 16 50 12 28 108 31 33 200 68 18 96 10 670 0 000 0 7:15 AM 16 84 14 25 149 16 24 252 65 18 114 11 788 0 000 0 7:30 AM 14 96 27 21 155 27 37 272 91 20 181 17 958 0 000 0 7:45 AM 14 88 17 20 110 41 54 299 61 15 133 19 871 0 000 0 8:00 AM 10 52 9 32 95 18 29 287 44 9 77 5 667 0 000 0
8:15 AM 11 42 10 26 99 9 10 204 16 8 82 6 523 0 000 0
8:30 AM 14 51 9 40 82 5 4 190 20 7 63 2 487 0 000 0
8:45 AM 10 32 11 24 80 5 5 179 21 2 83 9 461 0 000 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 0 000 0 4:15 PM 26 157 17 13 69 18 28 156 13 13 277 23 810 0 000 0 4:30 PM 43 185 23 13 83 10 29 152 29 20 287 18 892 0 000 0 4:45 PM 26 194 22 20 72 21 31 153 19 20 296 30 904 0 000 0 5:00 PM 29 201 24 15 81 28 52 170 13 20 274 19 926 0 000 0 5:15 PM 31 219 20 17 80 22 44 211 23 16 317 19 1,019 0 000 0 5:30 PM 30 208 16 15 97 22 33 199 23 19 315 17 994 0 000 0 5:45 PM 25 182 16 16 96 29 22 175 20 17 302 22 922 0 000 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 2 100 3
7:15 AM 8 17 6 28 59 5 14 5 26 50 3 312 9
7:30 AM 27 34 9 54 124 26 32 9 53 120 1 201 4
7:45 AM 27 56 20 132 235 27 55 19 132 233 0 110 2
8:00 AM 1 2 0 11 14 1 2 0 11 14 0 000 0
8:15 AM 2 2 2 8 14 2206 10 0 022 4
8:30 AM 1 1 2 2 6 0111 3 1 011 3
8:45 AM 1 1 0 1 3 0001 1 1 100 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 0 11 3 11 25 1 000 1
4:15 PM 2 9 4 2 17 1622 11 1 320 6
4:30 PM 3 7 2 8 20 1626 15 2 102 5
4:45 PM 5 7 1 12 25 4 5 1 11 21 1 201 4
5:00 PM 3 5 4 14 26 1 4 1 10 16 2 134 10
5:15 PM 1 5 8 5 19 0275 14 1 310 5
5:30 PM 4 6 1 4 15 2614 13 2 000 2
5:45 PM 6 7 0 4 17 3702 12 3 002 5
TOTAL 25 57 23 60 165 12 47 17 51 127 13 10 6 9 38

BICYCLE CROSSINGS

AM PM 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
2168
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 1 3 0 1 3 0 0 000
7:00 AM 9 26 20 36 60 51 28 315 14 6 142 9 716 0 000 0
7:15 AM 5 32 17 40 70 54 54 424 15 11 218 17 957 0 001 1 7:30 AM 6 44 25 35 88 100 45 478 16 16 297 16 1,166 0 010 1 7:45 AM 4 35 13 45 104 67 30 460 27 12 197 15 1,009 0 011 2 8:00 AM 6 25 15 36 76 32 29 443 18 12 161 7 860 0 010 1 8:15 AM 9 32 15 47 82 21 24 438 33 10 171 13 895 0 001 1 8:30 AM 10 27 16 36 47 20 23 368 21 17 148 17 750 0 000 0 8:45 AM 10 21 12 30 65 24 13 329 16 8 128 11 667 0 000 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 0 000 0 4:15 PM 22 134 7 18 39 31 45 217 10 15 476 38 1,052 0 011 2 4:30 PM 23 124 15 15 51 49 45 249 11 15 477 33 1,107 0 003 3 4:45 PM 22 144 17 15 39 39 56 244 10 8 451 38 1,083 0 010 1 5:00 PM 35 167 13 19 44 45 49 242 15 12 504 44 1,189 0 000 0 5:15 PM 33 190 17 17 52 41 49 221 21 16 464 45 1,166 0 010 1 5:30 PM 38 140 28 24 49 54 47 245 10 15 463 35 1,148 0 000 0 5:45 PM 21 112 13 21 52 49 55 247 14 16 480 46 1,126 0 000 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 0 011 2
7:15 AM 2 6 3 14 25 2 6 3 14 25 0 000 0
7:30 AM 4 6 8 3 21 3683 20 1 000 1
7:45 AM 2 12 5 6 25 2 12 5 6 25 0 000 0
8:00 AM 1 8 3 1 13 1831 13 0 000 0
8:15 AM 0 20 3 7 30 0 20 2 5 27 0 012 3
8:30 AM 1 11 7 3 22 0 10 5 2 17 1 121 5
8:45 AM 1 2 3 1 7 1221 6 0 010 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 1 110 3
4:15 PM 5 3 1 2 11 5311 10 0 001 1
4:30 PM 4 4 0 0 8 1300 4 3 100 4
4:45 PM 2 2 2 2 8 1102 4 1 120 4
5:00 PM 1 4 5 7 17 1427 14 0 030 3
5:15 PM 4 2 5 0 11 3250 10 1 000 1
5:30 PM 0 2 3 3 8 0131 5 0 102 3
5:45 PM 5 4 10 2 21 3492 18 2 010 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

AM PM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1132
Attachment 8
2169
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) Total 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
AM NOON 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
`

PMNOONAMAMNOONPM

PMNOONAMAMNOONPM
K-1133
Attachment 8
2170
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 3 0 2 3 0 2 2.5 0.5 2 2 1 0 0 0 0
7:00 AM 3 121 34 5 255 43 16 23 5 27 46 1 579 1 200 3
7:15 AM 8 140 43 4 355 62 31 31 7 31 37 6 755 0 000 0
7:30 AM 0 165 72 9 328 66 39 67 3 62 58 2 871 0 200 2
7:45 AM 8 237 70 10 306 60 35 65 5 50 73 3 922 1 101 3
8:00 AM 6 177 52 8 307 53 38 63 4 51 47 4 810 1 101 3
8:15 AM 13 177 53 4 290 78 34 35 3 33 45 5 770 1 100 2
8:30 AM 6 165 38 6 219 61 36 37 12 35 36 5 656 0 000 0
8:45 AM 12 160 46 9 233 46 20 19 10 29 36 4 624 1 401 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 0 600 6 4:15 PM 17 194 35 16 277 41 53 65 21 48 29 8 804 1 202 5 4:30 PM 21 218 26 9 267 36 60 61 33 36 41 8 816 2 301 6 4:45 PM 23 213 37 12 257 27 66 80 13 46 42 16 832 1 500 6 5:00 PM 22 247 57 19 243 43 69 79 25 51 34 24 913 2 600 8 5:15 PM 25 246 43 8 282 33 83 92 26 50 42 18 948 1 500 6 5:30 PM 19 229 40 11 262 34 72 70 22 36 31 14 840 0 401 5 5:45 PM 28 208 39 12 187 30 61 62 15 28 29 12 711 0 603 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 ES WS TOTAL 7:00 AM 0 0 0 0 0 0000 0 0 000 0
7:15 AM 0 0 0 0 0 0000 0 0 000 0
7:30 AM 0 0 0 0 0 0000 0 0 000 0
7:45 AM 0 0 0 0 0 0000 0 0 000 0
8:00 AM 0 0 0 0 0 0000 0 0 000 0
8:15 AM 0 0 0 0 0 0000 0 0 000 0
8:30 AM 0 0 0 0 0 0000 0 0 000 0
8:45 AM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
AM BEGIN PEAK HR 0000 0
4:00 PM 0 0 0 0 0 0000 0 0 000 0
4:15 PM 0 0 0 0 0 0000 0 0 000 0
4:30 PM 0 0 0 0 0 0000 0 0 000 0
4:45 PM 0 0 0 0 0 0000 0 0 000 0
5:00 PM 0 0 0 0 0 0000 0 0 000 0
5:15 PM 0 0 0 0 0 0000 0 0 000 0
5:30 PM 0 0 0 0 0 0000 0 0 000 0
5:45 PM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
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

PEDESTRIAN CROSSINGS BICYCLE CROSSINGS

U-TURNS
Main Main Mainplace Mainplace

AM PM AM
7:30 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS
7:30 AM
Add U-Turns to Left Turns
K-1134
Attachment 8
2171
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 2 1 2 2 0 2 3 0 2 3 0 0 000
7:00 AM 19 107 16 23 233 12 27 300 16 64 222 6 1,045 0 013 4 7:15 AM 27 164 20 37 287 13 26 301 22 64 294 5 1,260 0 001 1 7:30 AM 33 190 37 48 288 14 20 302 14 88 337 4 1,375 0 002 2 7:45 AM 36 218 62 61 268 23 29 304 14 100 347 4 1,466 0 011 2 8:00 AM 30 180 42 47 232 19 39 305 10 69 309 5 1,287 0 013 4 8:15 AM 29 130 15 43 220 13 30 287 23 48 255 15 1,108 0 022 4 8:30 AM 16 125 35 34 201 17 26 265 24 39 220 11 1,013 0 013 4 8:45 AM 22 138 14 30 195 15 29 218 17 32 192 18 920 0 012 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 0 123 6 4:15 PM 56 253 49 40 188 30 48 300 26 37 259 20 1,306 0 021 3 4:30 PM 47 243 49 44 196 26 47 283 15 50 279 24 1,303 0 122 5 4:45 PM 45 255 63 42 193 22 56 313 18 55 291 16 1,369 0 012 3 5:00 PM 47 257 58 45 172 37 67 328 13 34 249 11 1,318 0 080 8 5:15 PM 52 254 36 46 175 41 49 325 22 32 228 16 1,276 0 021 3 5:30 PM 46 242 41 51 176 31 46 291 18 37 299 13 1,291 0 020 2 5:45 PM 38 263 40 50 158 19 59 276 22 41 280 7 1,253 0 032 5 VOLUMES 370 2,003 390 351 1,422 234 415 2,389 154 333 2,148 124 10,333 0 2 22 11 35 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 ES WS TOTAL 7:00 AM 0 0 0 0 0 0000 0 0 000 0
7:15 AM 0 0 0 0 0 0000 0 0 000 0
7:30 AM 0 0 0 0 0 0000 0 0 000 0
7:45 AM 0 0 0 0 0 0000 0 0 000 0
8:00 AM 0 0 0 0 0 0000 0 0 000 0
8:15 AM 0 0 0 0 0 0000 0 0 000 0
8:30 AM 0 0 0 0 0 0000 0 0 000 0
8:45 AM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 0 000 0
4:15 PM 0 0 0 0 0 0000 0 0 000 0
4:30 PM 0 0 0 0 0 0000 0 0 000 0
4:45 PM 0 0 0 0 0 0000 0 0 000 0
5:00 PM 0 0 0 0 0 0000 0 0 000 0
5:15 PM 0 0 0 0 0 0000 0 0 000 0
5:30 PM 0 0 0 0 0 0000 0 0 000 0
5:45 PM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
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

PEDESTRIAN CROSSINGS BICYCLE CROSSINGS

U-TURNS
Main Main 17th 17th

AM PM AM
7:15 AM
PM
4:15 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
Add U-Turns to Left Turns
K-1135
Attachment 8
2172
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 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 0 000
7:00 AM 19 158 9 12 248 29 8 80 16 6 65 3 653 0 000 0
7:15 AM 35 205 12 13 242 21 19 106 27 8 125 12 825 0 000 0 7:30 AM 35 219 13 15 251 47 20 112 16 9 137 5 879 0 000 0 7:45 AM 30 234 25 16 257 47 20 159 25 14 166 10 1,003 0 000 0 8:00 AM 32 207 25 12 251 37 27 146 27 10 115 5 894 0 000 0 8:15 AM 32 188 17 17 254 42 19 64 24 6 80 14 757 0 000 0 8:30 AM 31 189 10 13 251 22 15 63 39 9 68 5 715 0 000 0 8:45 AM 20 175 8 8 203 22 17 53 32 3 49 5 595 0 000 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 0 000 0 4:15 PM 17 238 13 9 201 19 34 118 22 7 57 12 747 0 000 0 4:30 PM 27 291 12 6 227 10 39 187 24 6 77 14 920 1 000 1 4:45 PM 17 278 25 18 240 21 51 228 22 6 87 9 1,002 0 000 0 5:00 PM 18 245 24 23 248 18 42 241 36 16 119 4 1,034 0 000 0 5:15 PM 23 268 29 11 241 11 20 190 18 8 86 10 915 0 000 0 5:30 PM 24 258 16 8 210 21 14 120 30 17 76 17 811 0 000 0 5:45 PM 23 271 16 13 226 15 11 97 15 9 76 9 781 0 000 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 0 100 1
7:15 AM 1 1 15 3 20 1 1 14 3 19 0 010 1
7:30 AM 1 7 6 2 16 0642 12 1 120 4
7:45 AM 0 6 6 6 18 0464 14 0 202 4
8:00 AM 8 5 8 1 22 8281 19 0 300 3
8:15 AM 18 1 8 8 35 17 1 6 7 31 1 021 4
8:30 AM 13 6 7 7 33 13 6 5 7 31 0 020 2
8:45 AM 12 0 10 5 27 12 0 7 4 23 0 031 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 0 130 4
4:15 PM 7 4 7 19 37 7 4 6 15 32 0 014 5
4:30 PM 10 7 15 6 38 10 6 14 5 35 0 111 3
4:45 PM 6 4 11 3 24 6393 21 0 120 3
5:00 PM 48 9 16 1 74 48 5 14 1 68 0 420 6
5:15 PM 5 5 7 1 18 4271 14 1 300 4
5:30 PM 8 3 6 2 19 8362 19 0 000 0
5:45 PM 6 3 15 1 25 6 0 11 1 18 0 340 7
TOTAL 96 41 85 40 262 95 28 72 35 230 1 13 13 5 32

BICYCLE CROSSINGS

AM PM 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
2173
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 X X 2 0 X X X 0.5 2 0.5 0 0 0 0
7:00 AM 10 149 0 0 240 25 0 0 0 14 152 6 596 0 000 0
7:15 AM 16 220 0 0 273 22 0 0 0 19 153 14 717 0 000 0
7:30 AM 16 241 0 0 270 26 0 0 0 15 233 15 816 0 000 0
7:45 AM 15 334 0 0 258 17 0 0 0 8 203 15 850 0 000 0
8:00 AM 18 245 0 0 262 29 0 0 0 16 225 18 813 0 000 0
8:15 AM 11 207 0 0 235 42 0 0 0 17 148 15 675 0 000 0
8:30 AM 15 217 0 0 288 28 0 0 0 15 144 9 716 0 000 0
8:45 AM 15 167 0 0 203 26 0 0 0 13 116 14 554 0 000 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 4:00 PM 12 261 0 0 219 9 0 0 0 17 146 18 682 0 000 0
4:15 PM 10 251 0 0 218 12 0 0 0 2 113 13 619 0 000 0
4:30 PM 12 302 0 0 217 7 0 0 0 15 122 17 692 0 000 0
4:45 PM 10 330 0 0 247 12 0 0 0 15 157 19 790 0 000 0
5:00 PM 16 250 0 0 300 15 0 0 0 18 127 25 751 0 000 0
5:15 PM 14 319 0 0 263 12 0 0 0 15 177 20 820 0 000 0
5:30 PM 11 282 0 0 230 11 0 0 0 14 169 17 734 0 000 0
5:45 PM 6 254 0 0 252 10 0 0 0 15 147 20 704 0 000 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 3 200 5
7:15 AM 11 13 17 7 48 11 11 14 7 43 0 230 5
7:30 AM 7 20 22 6 55 6 18 21 6 51 1 210 4
7:45 AM 6 5 6 6 23 6565 22 0 001 1
8:00 AM 8 5 8 4 25 6473 20 2 111 5
8:15 AM 4 3 5 6 18 3254 14 1 102 4
8:30 AM 4 2 7 8 21 2267 17 2 011 4
8:45 AM 1 0 6 2 9 1032 6 0 030 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 2 112 6
4:15 PM 4 4 7 14 29 4 4 7 14 29 0 000 0
4:30 PM 11 8 10 15 44 8 7 9 13 37 3 112 7
4:45 PM 12 2 11 9 34 11 2 10 6 29 1 013 5
5:00 PM 9 8 6 21 44 8 6 5 20 39 1 211 5
5:15 PM 8 18 6 21 53 8 18 6 21 53 0 000 0
5:30 PM 12 2 10 9 33 10 1 9 7 27 2 112 6
5:45 PM 3 3 10 11 27 3289 22 0 122 5
TOTAL 66 50 66 108 290 57 44 59 96 256 9 6 7 12 34

BICYCLE CROSSINGS

AM PM 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
2174
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 2 0 0 2 0 0 1 0 0 1 0 0 000
7:00 AM 0 169 4 0 244 8 0 12 5 0 10 6 458 0 000 0
7:15 AM 0 202 5 0 276 4 0 21 2 0 18 6 534 0 000 0
7:30 AM 0 251 4 0 258 7 0 25 2 0 27 9 583 0 000 0
7:45 AM 0 271 9 0 261 3 0 25 3 0 35 5 612 0 000 0
8:00 AM 0 214 4 0 260 11 0 18 6 0 29 6 548 0 000 0
8:15 AM 0 184 8 2 239 11 0 16 7 0 48 7 522 0 000 0
8:30 AM 0 208 7 0 272 8 1 14 3 1 43 11 568 0 000 0
8:45 AM 0 168 5 0 216 5 0 13 5 1 29 13 455 0 000 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 0 000 0
4:15 PM 2 239 9 0 195 7 1 27 6 1 41 8 536 0 000 0
4:30 PM 0 261 20 0 224 8 1 24 10 2 40 10 600 0 000 0
4:45 PM 0 270 16 0 220 13 0 27 8 1 43 14 612 0 000 0
5:00 PM 0 235 8 0 274 12 2 17 17 3 38 14 620 0 000 0
5:15 PM 0 259 7 0 257 10 1 27 14 0 45 8 628 0 000 0
5:30 PM 0 249 17 0 245 10 1 23 13 0 47 8 613 0 000 0
5:45 PM 0 247 10 0 220 14 0 17 22 2 38 22 592 0 000 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 1 100 2
7:15 AM 8 0 9 3 20 7093 19 1 000 1
7:30 AM 4 6 5 4 19 4514 14 0 140 5
7:45 AM 3 12 9 5 29 3 11 8 4 26 0 111 3
8:00 AM 6 14 3 4 27 6 14 3 4 27 0 000 0
8:15 AM 10 17 2 7 36 10 13 1 7 31 0 410 5
8:30 AM 15 12 13 12 52 13 11 12 12 48 2 110 4
8:45 AM 10 12 7 8 37 8948 29 2 330 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 0 012 3
4:15 PM 48 61 28 31 168 46 60 27 31 164 2 110 4
4:30 PM 39 76 31 39 185 37 71 27 34 169 2 545 16
4:45 PM 32 66 18 23 139 31 66 16 23 136 1 020 3
5:00 PM 51 42 13 28 134 51 40 12 26 129 0 212 5
5:15 PM 29 45 16 24 114 28 45 16 22 111 1 002 3
5:30 PM 39 71 22 33 165 35 71 21 29 156 4 014 9
5:45 PM 34 41 20 21 116 34 40 17 20 111 0 131 5
TOTAL 304 446 172 225 1,147 294 437 159 209 1,099 10 9 13 16 48

BICYCLE CROSSINGS

AM PM 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
2175
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 1 1 3 0 1 3 0 0 000
7:00 AM 21 110 8 17 205 15 24 398 30 14 167 9 1,018 0 000 0 7:15 AM 23 143 14 23 226 13 26 298 29 25 251 9 1,080 0 002 2 7:30 AM 37 166 8 23 213 23 28 362 44 21 285 13 1,223 0 000 0 7:45 AM 27 168 13 23 232 17 30 362 42 21 311 22 1,268 0 000 0 8:00 AM 27 113 24 18 202 11 33 357 30 20 239 16 1,090 0 000 0 8:15 AM 35 119 15 24 198 12 21 326 40 15 240 19 1,064 0 000 0 8:30 AM 34 132 20 18 225 12 31 318 36 26 214 14 1,080 0 000 0 8:45 AM 14 128 16 22 193 16 35 276 45 23 197 19 984 0 000 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 0 011 2 4:15 PM 38 219 24 35 171 34 37 272 19 26 306 10 1,191 0 002 2 4:30 PM 33 214 20 35 160 32 35 285 25 26 294 19 1,178 0 001 1 4:45 PM 43 191 20 48 150 32 39 312 18 18 306 24 1,201 0 000 0 5:00 PM 40 206 15 40 173 30 21 272 26 31 316 20 1,190 0 000 0 5:15 PM 43 197 21 43 169 38 30 315 18 32 316 23 1,245 0 010 1 5:30 PM 41 223 15 42 172 41 28 302 27 31 324 21 1,267 0 000 0 5:45 PM 39 194 17 43 160 41 22 291 25 26 302 30 1,190 0 000 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 ES WS TOTAL 7:00 AM 0 0 0 0 0 0000 0 0 000 0
7:15 AM 0 0 0 0 0 0000 0 0 000 0
7:30 AM 0 0 0 0 0 0000 0 0 000 0
7:45 AM 0 0 0 0 0 0000 0 0 000 0
8:00 AM 0 0 0 0 0 0000 0 0 000 0
8:15 AM 0 0 0 0 0 0000 0 0 000 0
8:30 AM 0 0 0 0 0 0000 0 0 000 0
8:45 AM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
AM BEGIN PEAK HR 0000 0
4:00 PM 0 0 0 0 0 0000 0 0 000 0
4:15 PM 0 0 0 0 0 0000 0 0 000 0
4:30 PM 0 0 0 0 0 0000 0 0 000 0
4:45 PM 0 0 0 0 0 0000 0 0 000 0
5:00 PM 0 0 0 0 0 0000 0 0 000 0
5:15 PM 0 0 0 0 0 0000 0 0 000 0
5:30 PM 0 0 0 0 0 0000 0 0 000 0
5:45 PM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
0000 0

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

PEDESTRIAN CROSSINGS BICYCLE 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
2176
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 1 1 0 1 1 1 0 000
7:00 AM 14 149 6 40 242 6 5 93 5 18 70 21 669 0 000 0
7:15 AM 15 179 10 47 309 3 8 97 12 30 99 31 840 0 000 0 7:30 AM 26 234 5 36 337 8 12 93 11 40 96 22 920 0 000 0 7:45 AM 27 216 15 46 343 5 12 98 6 32 87 24 911 0 000 0 8:00 AM 17 176 10 39 321 9 8 92 12 32 76 25 817 0 000 0 8:15 AM 17 153 14 42 318 4 8 84 10 8 51 11 720 0 000 0
8:30 AM 22 173 11 25 247 14 14 68 11 11 49 28 673 0 000 0 8:45 AM 19 148 7 30 302 8 9 68 15 14 79 8 707 0 000 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 0 000 0 4:15 PM 37 291 8 38 174 14 12 77 15 22 123 57 868 0 000 0 4:30 PM 31 283 17 33 195 19 18 77 7 20 121 49 870 0 000 0 4:45 PM 34 283 11 27 189 10 21 83 10 21 121 40 850 0 000 0 5:00 PM 39 286 12 33 198 7 17 82 9 10 117 60 870 0 000 0 5:15 PM 32 256 17 29 229 21 18 84 11 23 115 41 876 0 001 1 5:30 PM 35 292 28 36 276 23 20 68 10 27 96 49 960 0 000 0 5:45 PM 34 268 11 30 169 12 19 97 10 21 133 57 861 0 000 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 2 010 3
7:15 AM 4 5 11 5 25 4 5 11 5 25 0 000 0
7:30 AM 9 16 20 20 65 8 16 18 18 60 1 022 5
7:45 AM 9 9 30 32 80 8 9 29 29 75 1 013 5
8:00 AM 7 14 12 25 58 6 13 12 25 56 1 100 2
8:15 AM 6 5 8 13 32 5 5 8 11 29 1 002 3
8:30 AM 7 6 9 4 26 4383 18 3 311 8
8:45 AM 4 2 13 19 38 2 2 12 14 30 2 015 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 10 18 17 53 2 125 10
4:15 PM 5 8 13 17 43 4 6 9 17 36 1 240 7
4:30 PM 14 13 26 22 75 12 8 22 20 62 2 542 13
4:45 PM 21 30 29 15 95 18 25 29 13 85 3 502 10
5:00 PM 11 3 12 9 35 10 2 8 4 24 1 145 11
5:15 PM 13 13 19 18 63 12 12 18 16 58 1 112 5
5:30 PM 9 10 15 12 46 8 9 14 12 43 1 110 3
5:45 PM 12 13 8 27 60 10 10 8 25 53 2 302 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

AM PM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1140
Attachment 8
2177
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 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 1 1 3 0 0 000
7:00 AM 18 115 19 34 247 18 14 241 38 20 149 15 928 0 000 0 7:15 AM 21 158 17 47 248 14 15 243 35 28 184 26 1,036 0 023 5 7:30 AM 27 171 18 61 265 17 9 246 38 31 159 21 1,063 0 002 2 7:45 AM 28 128 13 59 244 12 23 250 28 38 165 24 1,012 0 012 3 8:00 AM 31 153 18 58 284 11 27 222 28 23 193 15 1,063 0 001 1 8:15 AM 23 126 19 47 265 9 19 212 21 17 194 22 974 0 001 1 8:30 AM 21 102 21 34 233 13 32 220 37 24 141 16 894 0 003 3 8:45 AM 10 104 21 22 272 18 18 183 25 27 100 20 820 0 012 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 0 000 0 4:15 PM 27 226 11 34 133 34 38 180 26 28 316 31 1,084 0 011 2 4:30 PM 23 253 14 21 139 9 21 195 17 18 328 27 1,065 0 012 3 4:45 PM 14 272 13 20 146 30 29 160 15 13 297 30 1,039 0 000 0 5:00 PM 29 250 12 39 137 13 34 164 23 23 330 29 1,083 0 022 4 5:15 PM 33 243 15 33 148 20 36 203 23 27 325 32 1,138 0 002 2 5:30 PM 18 259 9 28 180 26 22 194 24 23 320 33 1,136 0 011 2 5:45 PM 18 287 11 20 137 23 33 183 13 23 308 38 1,094 0 002 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 0 000 0
7:15 AM 0 0 0 0 0 000 0 0 0 000 0
7:30 AM 0 0 0 0 0 000 0 0 0 000 0
7:45 AM 0 0 0 0 0 000 0 0 0 000 0
8:00 AM 0 0 0 0 0 000 0 0 0 000 0
8:15 AM 0 0 0 0 0 000 0 0 0 000 0
8:30 AM 0 0 0 0 0 000 0 0 0 000 0
8:45 AM 0 0 0 0 0 000 0 0 0 000 0
TOTAL 00 0 00 000 0 0 0 0000
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 000 0 0 0 000 0
4:15 PM 0 0 0 0 0 000 0 0 0 000 0
4:30 PM 0 0 0 0 0 000 0 0 0 000 0
4:45 PM 0 0 0 0 0 000 0 0 0 000 0
5:00 PM 0 0 0 0 0 000 0 0 0 000 0
5:15 PM 0 0 0 0 0 000 0 0 0 000 0
5:30 PM 0 0 0 0 0 000 0 0 0 000 0
5:45 PM 0 0 0 0 0 000 0 0 0 000 0
TOTAL 00 0 00 000 0 0 0 0000
000 0 0

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

PEDESTRIAN CROSSINGS BICYCLE 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
2178
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 3 1 2 3 1 2 3 1 2 3 1 0 000
7:00 AM 11 59 34 159 178 36 35 308 35 43 109 54 1,061 3 870 18 7:15 AM 15 53 64 156 193 54 32 358 58 31 106 66 1,186 3 510 9 7:30 AM 12 84 67 188 221 66 60 372 61 42 123 40 1,336 2 16 2 1 21 7:45 AM 13 88 72 157 233 40 84 349 72 36 109 46 1,299 4 821 15 8:00 AM 13 82 58 137 192 30 61 300 58 35 92 63 1,121 3 711 12 8:15 AM 12 63 43 146 217 43 50 304 73 41 95 47 1,134 1 641 12 8:30 AM 13 53 63 131 216 31 53 339 72 36 92 42 1,141 4 324 13 8:45 AM 13 49 65 129 198 37 44 301 75 40 88 40 1,079 4 623 15 VOLUMES 102 531 466 1,203 1,648 337 419 2,631 504 304 814 398 9,357 24 59 21 11 115 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 5 203 10 4:15 PM 88 277 79 69 85 55 49 145 17 36 405 118 1,423 3 632 14 4:30 PM 113 256 78 67 85 67 65 131 14 43 373 107 1,399 7 232 14 4:45 PM 109 215 85 75 87 52 72 150 16 43 384 133 1,421 6 8 11 2 27 5:00 PM 118 285 75 58 81 65 66 153 10 43 408 97 1,459 8 432 17 5:15 PM 123 333 89 76 82 80 70 180 15 51 397 107 1,603 3 841 16 5:30 PM 125 272 77 72 98 63 79 143 16 49 381 123 1,498 6 10 4 3 23 5:45 PM 117 267 76 74 103 67 80 130 17 53 368 124 1,476 4 652 17 VOLUMES 890 2,149 654 559 692 510 532 1,164 123 352 3,078 934 11,637 42 46 33 17 138 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 ES WS TOTAL 7:00 AM 0 0 0 0 0 0000 0 0 000 0
7:15 AM 0 0 0 0 0 0000 0 0 000 0
7:30 AM 0 0 0 0 0 0000 0 0 000 0
7:45 AM 0 0 0 0 0 0000 0 0 000 0
8:00 AM 0 0 0 0 0 0000 0 0 000 0
8:15 AM 0 0 0 0 0 0000 0 0 000 0
8:30 AM 0 0 0 0 0 0000 0 0 000 0
8:45 AM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 0 000 0
4:15 PM 0 0 0 0 0 0000 0 0 000 0
4:30 PM 0 0 0 0 0 0000 0 0 000 0
4:45 PM 0 0 0 0 0 0000 0 0 000 0
5:00 PM 0 0 0 0 0 0000 0 0 000 0
5:15 PM 0 0 0 0 0 0000 0 0 000 0
5:30 PM 0 0 0 0 0 0000 0 0 000 0
5:45 PM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
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

PEDESTRIAN CROSSINGS BICYCLE CROSSINGS

U-TURNS
Main Main MacArthur MacArthur

AM PM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
Add U-Turns to Left Turns
K-1142
Attachment 8
2179
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
2180
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 Out In Total
0 0 0
Right
0 Thru
1671
Left
207
Peds
1 Out Total In
1411 1879 3290
Left
41 Thru
0 Right
210
Peds
0 Out In Total
819 251 1070
Left
0 1201
Thru Right
612
Total Out 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
2181
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 Out In Total
0 0 0
Right
0 Thru
1397
Left
119
Peds
2 Out Total In
1944 1518 3462
Left
83 Thru
0 Right
401
Peds
2 Out In Total
616 486 1102
Left
0 1543
Thru Right
497
Total Out 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
2182
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1.5 0.5 1 1 X 1 1 3 1 X 3 0 0 000
7:00 AM 129 11 9 7 0 51 21 188 65 0 200 1 682 0 030 3
7:15 AM 180 16 1 15 0 54 15 255 65 0 259 4 864 0 050 5
7:30 AM 220 5 10 14 0 69 21 266 91 0 304 7 1,007 0 040 4 7:45 AM 201 8 6 15 0 100 29 276 108 0 365 4 1,112 0 070 7 8:00 AM 159 5 4 12 0 69 33 232 108 0 304 4 930 0 0 11 0 11 8:15 AM 151 5 11 9 0 48 20 227 52 0 206 6 735 0 020 2
8:30 AM 130 12 11 5 0 45 23 223 60 0 201 8 718 0 040 4
8:45 AM 110 8 3 12 0 35 16 192 67 0 202 9 654 0 050 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 0 080 8
4:15 PM 88 14 4 15 0 33 28 251 128 0 374 9 944 0 050 5
4:30 PM 86 8 3 6 0 33 27 228 202 0 367 13 973 0 030 3
4:45 PM 83 12 6 9 0 32 29 286 176 0 377 7 1,017 0 080 8 5:00 PM 84 11 4 20 0 33 34 323 208 0 391 11 1,119 0 060 6 5:15 PM 80 23 4 9 0 42 29 262 141 0 303 9 902 0 040 4
5:30 PM 71 14 6 11 0 39 31 241 113 0 361 14 901 0 040 4 5:45 PM 94 12 7 17 0 34 29 273 93 0 341 5 905 0 0 10 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 ES WS TOTAL 7:00 AM 0 0 0 0 0 0000 0 0 000 0
7:15 AM 0 0 0 0 0 0000 0 0 000 0
7:30 AM 0 0 0 0 0 0000 0 0 000 0
7:45 AM 0 0 0 0 0 0000 0 0 000 0
8:00 AM 0 0 0 0 0 0000 0 0 000 0
8:15 AM 0 0 0 0 0 0000 0 0 000 0
8:30 AM 0 0 0 0 0 0000 0 0 000 0
8:45 AM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 0 000 0
4:15 PM 0 0 0 0 0 0000 0 0 000 0
4:30 PM 0 0 0 0 0 0000 0 0 000 0
4:45 PM 0 0 0 0 0 0000 0 0 000 0
5:00 PM 0 0 0 0 0 0000 0 0 000 0
5:15 PM 0 0 0 0 0 0000 0 0 000 0
5:30 PM 0 0 0 0 0 0000 0 0 000 0
5:45 PM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
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

PEDESTRIAN CROSSINGS BICYCLE CROSSINGS

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

AM PM AM
7:15 AM
PM
4:15 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
Add U-Turns to Left Turns
K-1146
Attachment 8
2183
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
2184
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
Out In Total
250 935 1185
Right
97 Thru
0 Left
173
Out Total In
910 270 1180
Left
0 Thru
153
Right
135
Out In Total
333 288 621
Left
0 Thru
0 Right
0 Total Out 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
2185
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
Out In Total
497 656 1153
Right
145
Thru
0 Left
169
Out Total In
764 314 1078
Left
0 Thru
352
Right
231
Out In Total
292 583 875
Left
0 Thru
0 Right
0 Total Out 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
2186
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
2187
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 Out In Total
267 369 636
Right
12 Thru
64 Left
69 Out Total In
67 145 212
Left
199
Thru
138
Right
19 Out In Total
601 356 957
Left
117
Thru
44 Right
238
Total Out 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
2188
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 Out In Total
565 239 804
Right
17 Thru
18 Left
13 Out Total In
114 48 162
Left
94 Thru
290
Right
29 Out In Total
455 413 868
Left
258
Thru
73 Right
261
Total Out 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
2189
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 1 1 1 1 1 1 2 0 1 2 1 0 000
7:00 AM 6 12 16 52 27 20 6 77 5 32 137 34 424 0 009 9
7:15 AM 7 11 18 69 31 24 3 128 1 17 162 41 512 0 006 6
7:30 AM 5 17 9 85 31 36 11 139 4 31 212 67 647 0 0 0 12 12 7:45 AM 2 16 11 62 62 32 24 104 1 33 250 102 699 0 005 5 8:00 AM 9 24 15 82 30 35 8 84 7 22 151 50 517 0 006 6
8:15 AM 4 14 19 46 21 16 9 68 4 16 148 35 400 0 001 1
8:30 AM 2 12 17 39 15 18 1 69 2 20 139 27 361 0 002 2
8:45 AM 2 7 19 40 22 15 1 48 9 17 123 25 328 0 002 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 0 006 6
4:15 PM 3 21 14 45 24 25 6 127 1 17 77 29 389 0 004 4
4:30 PM 8 20 16 61 23 15 21 147 2 21 123 55 512 0 003 3 4:45 PM 5 30 14 77 29 14 17 159 8 16 132 46 547 0 005 5 5:00 PM 8 38 24 70 28 10 16 175 4 17 102 34 526 0 008 8 5:15 PM 13 39 26 77 35 19 14 142 5 16 115 44 545 0 002 2 5:30 PM 6 22 19 55 31 22 13 93 6 18 111 26 422 0 008 8
5:45 PM 11 42 17 62 29 24 9 90 3 23 101 51 462 0 0 0 10 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 9 16 9 8 42 0 230 5
7:15 AM 14 6 8 6 34 11 4 7 6 28 3 210 6
7:30 AM 9 4 8 7 28 9467 26 0 020 2
7:45 AM 1 4 5 2 12 1452 12 0 000 0
8:00 AM 1 1 6 1 9 1051 7 0 110 2
8:15 AM 0 1 2 1 4 0001 1 0 120 3
8:30 AM 2 1 2 2 7 1122 6 1 000 1
8:45 AM 0 6 3 3 12 0513 9 0 120 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 4 112 8
4:15 PM 0 4 4 1 9 0431 8 0 010 1
4:30 PM 4 2 5 1 12 4251 12 0 000 0
4:45 PM 2 2 5 0 9 0230 5 2 020 4
5:00 PM 3 15 8 4 30 2 13 8 2 25 1 202 5
5:15 PM 3 10 7 10 30 3979 28 0 101 2
5:30 PM 2 8 9 7 26 1776 21 1 121 5
5:45 PM 1 0 1 6 8 1015 7 0 001 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

AM PM AM
7:15 AM
PM
4:30 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1153
Attachment 8
2190
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
2191
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 Out In Total
271 259 530
Right
11 Thru
982
Left
62 Out Total In
1417 1055 2472
Left
104
Thru
185
Right
115
Out In Total
493 404 897
Left
75 1278
Thru Right
207
U-Turn
8 Total Out 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
2192
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 Out In Total
512 223 735
Right
20 Thru
1114
Left
88 Out Total In
1315 1222 2537
Left
179
Thru
356
Right
115
Out In Total
396 650 1046
Left
136 1182
Thru Right
125
U-Turn
35 Total Out 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
2193
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 7:15 AM 52 123 130 78 383
AM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS BICYCLE 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
2194
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
2195
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

PEDESTRIAN CROSSINGS BICYCLE CROSSINGS

U-TURNS
Standard Standard McFadden McFadden

PM PM PM
3:00 PM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS
3:00 PM
Add U-Turns to Left Turns
K-1159
Attachment 8
2196
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
PMPM
271 222 493
184 104
80 PMPM
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
PMPM
PM 3:00 PM
3:45 PM
152 114 266
94 51 43
#N/A
PMPM
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
2197
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 X 1 X X X X 2 0 0 2 X 0 000
7:00 AM 13 0 6 0 0 0 0 247 29 18 151 0 464 0 000 0
7:15 AM 10 0 24 0 0 0 0 293 28 36 139 0 530 0 000 0
7:30 AM 14 0 24 0 0 0 0 308 46 39 181 0 612 0 000 0
7:45 AM 10 0 22 0 0 0 0 323 42 45 146 0 588 0 000 0
8:00 AM 7 0 26 0 0 0 0 308 23 33 117 0 514 0 000 0
8:15 AM 7 0 21 0 0 0 0 298 17 24 114 0 481 0 000 0
8:30 AM 12 0 24 0 0 0 0 245 22 16 134 0 453 0 000 0
8:45 AM 14 0 26 0 0 0 0 188 14 24 132 0 398 0 000 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 0 000 0
4:15 PM 29 0 80 0 0 0 0 204 17 22 211 0 563 0 000 0
4:30 PM 35 0 81 0 0 0 0 219 22 26 270 0 653 0 000 0
4:45 PM 32 0 70 0 0 0 1 205 11 32 244 0 595 0 010 1
5:00 PM 44 0 84 0 0 0 0 210 20 30 295 0 683 0 000 0
5:15 PM 51 0 103 0 0 0 0 255 36 47 268 0 760 0 000 0
5:30 PM 38 0 83 0 0 0 0 204 25 41 231 0 622 0 000 0
5:45 PM 30 0 85 0 0 0 0 202 24 37 217 0 595 0 000 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 0 000 0
7:15 AM 0 1 0 2 3 0102 3 0 000 0
7:30 AM 1 1 0 1 3 0101 2 1 000 1
7:45 AM 0 0 0 2 2 0002 2 0 000 0
8:00 AM 0 3 0 2 5 0202 4 0 100 1
8:15 AM 0 0 0 5 5 0004 4 0 001 1
8:30 AM 0 1 0 1 2 0001 1 0 100 1
8:45 AM 0 0 0 7 7 0007 7 0 000 0
TOTAL 1 6 0 28 35 0 4 0 27 31 1 201 4
4:00 PM 0 1 0 5 6 0005 5 0 100 1
4:15 PM 0 1 0 4 5 0103 4 0 001 1
4:30 PM 0 0 0 7 7 0006 6 0 001 1
4:45 PM 1 0 0 6 7 0002 2 1 004 5
5:00 PM 0 2 0 9 11 0208 10 0 001 1
5:15 PM 0 1 0 16 17 0 0 0 15 15 0 101 2
5:30 PM 0 0 0 5 5 0004 4 0 001 1
5:45 PM 0 2 0 2 4 0102 3 0 100 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

AM PM AM
7:15 AM
PM
4:30 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1161
Attachment 8
2198
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 1 0 1 0 1 1 3 0 1 3 0 0 000
7:00 AM 1 4 14 37 8 9 2 266 1 25 152 33 552 0 000 0
7:15 AM 1 3 14 44 5 8 9 334 5 33 147 33 636 0 000 0
7:30 AM 1 4 8 51 8 13 11 363 0 20 175 26 680 0 000 0
7:45 AM 4 5 10 43 9 7 9 358 2 20 161 21 649 0 000 0
8:00 AM 4 5 16 43 14 10 11 306 2 40 136 20 607 0 000 0
8:15 AM 2 6 12 52 14 8 5 290 3 41 149 19 601 0 001 1
8:30 AM 3 5 8 46 8 6 4 288 7 34 140 18 567 0 001 1
8:45 AM 0 3 12 35 14 9 6 235 6 27 148 18 513 0 000 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 0 001 1
4:15 PM 7 37 56 33 6 10 31 281 4 19 312 25 821 0 001 1
4:30 PM 15 36 56 35 3 10 43 335 1 12 362 26 934 0 000 0 4:45 PM 8 32 51 26 3 4 30 308 1 11 331 34 839 0 000 0
5:00 PM 15 61 56 28 5 11 34 338 4 14 333 30 929 0 001 1 5:15 PM 2 49 42 23 3 6 41 304 2 7 410 24 913 0 000 0
5:30 PM 7 44 46 27 8 3 37 337 2 15 345 40 911 0 000 0
5:45 PM 3 48 45 20 9 10 35 320 1 15 298 32 836 0 001 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 ES WS TOTAL 7:00 AM 0 0 0 0 0 0000 0 0 000 0
7:15 AM 0 0 0 0 0 0000 0 0 000 0
7:30 AM 0 0 0 0 0 0000 0 0 000 0
7:45 AM 0 0 0 0 0 0000 0 0 000 0
8:00 AM 0 0 0 0 0 0000 0 0 000 0
8:15 AM 0 0 0 0 0 0000 0 0 000 0
8:30 AM 0 0 0 0 0 0000 0 0 000 0
8:45 AM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 0 000 0
4:15 PM 0 0 0 0 0 0000 0 0 000 0
4:30 PM 0 0 0 0 0 0000 0 0 000 0
4:45 PM 0 0 0 0 0 0000 0 0 000 0
5:00 PM 0 0 0 0 0 0000 0 0 000 0
5:15 PM 0 0 0 0 0 0000 0 0 000 0
5:30 PM 0 0 0 0 0 0000 0 0 000 0
5:45 PM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
0000 0

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

PEDESTRIAN CROSSINGS BICYCLE 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
2199
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 2 X 2 X 3 2 X 3 1 0 000
7:00 AM 0 0 0 236 0 222 0 299 232 0 239 22 1,250 0 000 0 7:15 AM 0 0 0 233 0 229 0 324 267 0 246 33 1,332 0 000 0 7:30 AM 0 0 0 208 0 215 0 397 280 0 305 31 1,436 0 000 0 7:45 AM 0 0 0 256 0 229 0 378 246 0 318 38 1,465 0 000 0 8:00 AM 0 0 0 242 0 209 0 342 238 0 314 39 1,384 0 000 0 8:15 AM 0 0 0 245 0 208 0 309 252 0 325 35 1,374 0 000 0 8:30 AM 0 0 0 204 0 144 0 339 250 0 277 55 1,269 0 000 0 8:45 AM 0 0 0 237 0 165 0 287 197 0 248 64 1,198 0 000 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 0 000 0 4:15 PM 0 0 0 71 0 187 0 275 234 0 357 148 1,272 0 000 0 4:30 PM 0 0 0 74 0 170 0 277 269 0 415 153 1,358 0 000 0 4:45 PM 0 0 0 69 0 176 0 274 239 0 366 133 1,257 0 000 0 5:00 PM 0 0 0 63 0 166 0 319 282 0 370 178 1,378 0 000 0 5:15 PM 0 0 0 79 0 178 0 285 239 0 365 132 1,278 0 000 0 5:30 PM 0 0 0 61 0 180 0 291 206 0 370 125 1,233 0 000 0 5:45 PM 0 0 0 93 0 171 0 245 187 0 350 105 1,151 0 000 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 ES WS TOTAL 7:00 AM 0 0 0 0 0 0000 0 0 000 0
7:15 AM 0 0 0 0 0 0000 0 0 000 0
7:30 AM 0 0 0 0 0 0000 0 0 000 0
7:45 AM 0 0 0 0 0 0000 0 0 000 0
8:00 AM 0 0 0 0 0 0000 0 0 000 0
8:15 AM 0 0 0 0 0 0000 0 0 000 0
8:30 AM 0 0 0 0 0 0000 0 0 000 0
8:45 AM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 0 000 0
4:15 PM 0 0 0 0 0 0000 0 0 000 0
4:30 PM 0 0 0 0 0 0000 0 0 000 0
4:45 PM 0 0 0 0 0 0000 0 0 000 0
5:00 PM 0 0 0 0 0 0000 0 0 000 0
5:15 PM 0 0 0 0 0 0000 0 0 000 0
5:30 PM 0 0 0 0 0 0000 0 0 000 0
5:45 PM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
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

PEDESTRIAN CROSSINGS BICYCLE CROSSINGS

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

AM PM AM
7:30 AM
PM
4:30 PM
PEDESTRIAN + BIKE CROSSINGS
7:30 AM
Add U-Turns to Left Turns
K-1163
Attachment 8
2200
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 X 1 X X X X 2 2 X 3 1 0 000
7:00 AM 183 0 210 0 0 0 0 388 146 0 75 55 1,057 0 000 0 7:15 AM 188 0 207 0 0 0 0 365 193 0 88 48 1,089 0 000 0 7:30 AM 232 0 201 0 0 0 0 374 237 0 106 48 1,198 0 000 0 7:45 AM 215 0 264 0 0 0 0 423 219 0 142 62 1,325 0 000 0 8:00 AM 233 0 239 0 0 0 0 399 183 0 118 68 1,240 0 000 0 8:15 AM 219 0 262 0 0 0 0 397 149 0 145 63 1,235 0 000 0 8:30 AM 209 0 203 0 0 0 0 366 182 0 130 66 1,156 0 000 0 8:45 AM 176 0 247 0 0 0 0 374 146 0 134 74 1,151 0 000 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 0 000 0 4:15 PM 144 0 122 0 0 0 0 183 160 0 355 271 1,235 0 010 1 4:30 PM 167 0 77 0 0 0 0 178 171 0 404 267 1,264 0 000 0 4:45 PM 159 0 90 0 0 0 0 164 177 0 336 284 1,210 0 000 0 5:00 PM 131 0 67 0 0 0 0 211 175 0 419 273 1,276 0 000 0 5:15 PM 160 0 70 0 0 0 0 206 160 0 336 227 1,159 0 000 0 5:30 PM 158 0 110 0 0 0 0 235 121 0 338 214 1,176 0 000 0 5:45 PM 152 0 93 0 0 0 0 181 151 0 297 218 1,092 0 000 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 ES WS TOTAL 7:00 AM 0 0 0 0 0 0000 0 0 000 0
7:15 AM 0 0 0 0 0 0000 0 0 000 0
7:30 AM 0 0 0 0 0 0000 0 0 000 0
7:45 AM 0 0 0 0 0 0000 0 0 000 0
8:00 AM 0 0 0 0 0 0000 0 0 000 0
8:15 AM 0 0 0 0 0 0000 0 0 000 0
8:30 AM 0 0 0 0 0 0000 0 0 000 0
8:45 AM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 0 000 0
4:15 PM 0 0 0 0 0 0000 0 0 000 0
4:30 PM 0 0 0 0 0 0000 0 0 000 0
4:45 PM 0 0 0 0 0 0000 0 0 000 0
5:00 PM 0 0 0 0 0 0000 0 0 000 0
5:15 PM 0 0 0 0 0 0000 0 0 000 0
5:30 PM 0 0 0 0 0 0000 0 0 000 0
5:45 PM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
0000 0

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

PEDESTRIAN CROSSINGS BICYCLE 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
2201
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1.5 0.5 2 0.5 1.5 1 1 3 1 2 3 1 0 000
7:00 AM 73 5 119 7 46 12 3 254 66 76 129 23 813 0 000 0 7:15 AM 56 2 140 5 53 16 7 320 68 79 161 18 925 0 001 1 7:30 AM 64 7 127 12 72 16 2 344 81 95 153 21 994 0 000 0 7:45 AM 51 6 125 5 68 16 14 331 64 101 166 38 985 0 000 0 8:00 AM 65 6 120 14 47 11 6 314 76 90 167 27 943 0 001 1 8:15 AM 38 6 128 18 52 16 12 335 61 117 154 20 957 0 000 0 8:30 AM 45 3 88 18 41 18 7 243 70 131 137 18 819 0 000 0 8:45 AM 46 0 73 18 37 12 12 235 61 92 170 19 775 0 000 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 0 000 0 4:15 PM 74 0 56 21 34 14 16 336 42 107 258 11 969 0 000 0 4:30 PM 64 2 55 26 55 24 11 383 51 138 238 9 1,056 0 101 2 4:45 PM 84 2 63 15 39 22 15 370 48 127 233 23 1,041 0 010 1 5:00 PM 74 4 49 40 61 36 19 372 57 138 257 15 1,122 0 000 0 5:15 PM 93 1 70 20 68 26 19 382 48 147 253 16 1,143 0 001 1 5:30 PM 59 1 56 23 40 16 23 341 32 97 243 18 949 0 010 1 5:45 PM 83 2 68 17 47 22 31 346 40 95 196 15 962 0 000 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 ES WS TOTAL 7:00 AM 0 0 0 0 0 0000 0 0 000 0
7:15 AM 0 0 0 0 0 0000 0 0 000 0
7:30 AM 0 0 0 0 0 0000 0 0 000 0
7:45 AM 0 0 0 0 0 0000 0 0 000 0
8:00 AM 0 0 0 0 0 0000 0 0 000 0
8:15 AM 0 0 0 0 0 0000 0 0 000 0
8:30 AM 0 0 0 0 0 0000 0 0 000 0
8:45 AM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 0 000 0
4:15 PM 0 0 0 0 0 0000 0 0 000 0
4:30 PM 0 0 0 0 0 0000 0 0 000 0
4:45 PM 0 0 0 0 0 0000 0 0 000 0
5:00 PM 0 0 0 0 0 0000 0 0 000 0
5:15 PM 0 0 0 0 0 0000 0 0 000 0
5:30 PM 0 0 0 0 0 0000 0 0 000 0
5:45 PM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
0000 0

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

PEDESTRIAN CROSSINGS BICYCLE 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
2202
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 1 1 1 2 0 1 1 1 1 2 0 0 000
7:00 AM 23 68 11 1 70 14 8 28 80 44 33 1 381 0 000 0
7:15 AM 61 73 17 3 94 16 8 37 85 57 39 1 491 0 000 0
7:30 AM 58 85 22 1 104 17 6 54 100 65 58 0 570 0 000 0
7:45 AM 70 93 27 3 72 17 15 61 107 53 65 1 584 0 000 0
8:00 AM 76 121 43 9 74 19 10 45 82 52 61 1 593 0 000 0
8:15 AM 48 96 28 3 94 22 5 27 71 56 55 3 508 0 000 0
8:30 AM 47 94 16 1 47 9 6 36 82 35 30 0 403 0 000 0
8:45 AM 44 112 29 0 30 12 14 34 67 32 43 0 417 0 000 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 0 000 0
4:15 PM 72 111 60 5 103 11 16 53 100 31 33 2 597 0 000 0 4:30 PM 89 104 42 3 114 9 16 34 79 29 36 1 556 0 000 0
4:45 PM 91 114 40 1 118 14 12 45 79 23 38 2 577 0 000 0 5:00 PM 106 131 45 3 105 7 20 58 128 33 49 2 687 0 000 0 5:15 PM 109 132 38 5 125 11 24 82 112 33 61 3 735 0 000 0 5:30 PM 122 117 36 3 120 8 13 61 95 40 58 2 675 0 000 0 5:45 PM 116 90 34 3 129 9 21 56 108 42 101 3 712 0 000 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 1 100 2
7:15 AM 2 0 2 2 6 2012 5 0 010 1
7:30 AM 3 1 1 1 6 3110 5 0 001 1
7:45 AM 2 3 3 0 8 1320 6 1 010 2
8:00 AM 0 2 2 2 6 0212 5 0 010 1
8:15 AM 2 2 2 1 7 1210 4 1 011 3
8:30 AM 6 1 0 3 10 6102 9 0 001 1
8:45 AM 4 0 3 3 10 4022 8 0 011 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 0 002 2
4:15 PM 2 3 1 5 11 2312 8 0 003 3
4:30 PM 2 1 0 5 8 2103 6 0 002 2
4:45 PM 5 2 0 5 12 4103 8 1 102 4
5:00 PM 8 0 6 2 16 7061 14 1 001 2
5:15 PM 5 1 3 2 11 4132 10 1 000 1
5:30 PM 5 3 3 0 11 4330 10 1 000 1
5:45 PM 4 0 3 5 12 4015 10 0 020 2
TOTAL 32 15 18 26 91 28 14 16 16 74 4 1 2 10 17

BICYCLE CROSSINGS

AM PM 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
2203
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 X X 2 1 X X X 1.5 0 1.5 0 0 0 0
7:00 AM 62 71 0 0 133 56 0 0 0 61 0 44 427 0 000 0
7:15 AM 107 93 0 0 177 63 0 0 0 79 4 89 612 0 000 0
7:30 AM 109 124 0 0 174 76 0 0 0 67 0 101 651 0 000 0
7:45 AM 139 164 0 0 207 102 0 0 0 60 0 113 785 0 000 0
8:00 AM 125 158 0 0 156 91 0 0 0 67 0 106 703 0 000 0
8:15 AM 103 127 0 0 166 67 0 0 0 67 0 70 600 0 000 0
8:30 AM 99 98 0 0 142 44 0 0 0 92 0 70 545 0 000 0
8:45 AM 94 129 0 0 103 50 0 0 0 69 0 76 521 0 000 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 0 000 0
4:15 PM 126 219 0 0 221 53 0 0 0 54 0 58 731 0 000 0
4:30 PM 123 188 0 0 182 55 0 0 0 53 0 62 663 0 000 0
4:45 PM 129 207 0 0 198 40 0 0 0 51 0 72 697 0 000 0
5:00 PM 138 239 0 0 198 68 0 0 0 39 1 88 771 0 000 0
5:15 PM 113 210 0 0 230 69 0 0 0 43 1 86 752 0 000 0
5:30 PM 144 225 0 0 200 47 0 0 0 55 2 66 739 0 000 0
5:45 PM 140 200 0 0 215 61 0 0 0 56 2 103 777 1 000 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 0 021 3
7:15 AM 0 0 3 1 4 0020 2 0 011 2
7:30 AM 0 0 3 1 4 0020 2 0 011 2
7:45 AM 0 0 1 1 2 0010 1 0 001 1
8:00 AM 0 0 4 3 7 0023 5 0 020 2
8:15 AM 0 0 3 1 4 0010 1 0 021 3
8:30 AM 0 0 2 3 5 0012 3 0 011 2
8:45 AM 0 0 2 1 3 0010 1 0 011 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 0 021 3
4:15 PM 0 0 8 1 9 0041 5 0 040 4
4:30 PM 0 0 3 2 5 0020 2 0 012 3
4:45 PM 0 0 5 6 11 0023 5 0 033 6
5:00 PM 0 0 6 2 8 0040 4 0 022 4
5:15 PM 0 0 5 0 5 0020 2 0 030 3
5:30 PM 0 0 6 0 6 0030 3 0 030 3
5:45 PM 0 0 6 2 8 0040 4 0 022 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

AM PM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1167
Attachment 8
2204
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL 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 0 000 0
7:15 AM 0 167 51 58 192 0 46 0 239 0 0 0 753 0 000 0
7:30 AM 0 185 66 81 159 0 57 0 236 0 0 0 784 0 000 0
7:45 AM 0 222 50 71 182 0 84 0 241 0 0 0 850 0 000 0
8:00 AM 0 212 42 59 171 0 60 0 256 0 0 0 800 0 000 0
8:15 AM 0 147 40 70 162 0 53 1 271 0 0 0 744 0 000 0
8:30 AM 0 157 41 43 159 0 60 1 233 0 0 0 694 0 000 0
8:45 AM 0 145 36 53 128 0 71 0 208 0 0 0 641 0 000 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 0 000 0
4:15 PM 0 226 64 92 164 0 86 0 126 0 0 0 758 0 100 1
4:30 PM 0 253 63 77 146 0 59 0 121 0 0 0 719 0 000 0
4:45 PM 0 265 58 91 138 0 77 0 129 0 0 0 758 0 000 0
5:00 PM 0 276 69 100 160 0 67 0 147 0 0 0 819 0 000 0
5:15 PM 0 277 85 87 157 0 53 2 119 0 0 0 780 0 000 0
5:30 PM 0 310 71 87 165 0 44 0 111 0 0 0 788 0 000 0
5:45 PM 0 292 70 92 172 0 56 1 106 0 0 0 789 0 000 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 0 021 3
7:15 AM 0 0 4 1 5 0020 2 0 021 3
7:30 AM 0 0 1 1 2 0010 1 0 001 1
7:45 AM 0 0 3 1 4 0021 3 0 010 1
8:00 AM 0 0 4 2 6 0022 4 0 020 2
8:15 AM 0 0 2 1 3 0010 1 0 011 2
8:30 AM 0 0 2 4 6 0012 3 0 012 3
8:45 AM 0 1 2 0 3 0110 2 0 010 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 0 041 5
4:15 PM 0 0 7 2 9 0051 6 0 021 3
4:30 PM 0 0 4 3 7 0021 3 0 022 4
4:45 PM 0 0 5 5 10 0022 4 0 033 6
5:00 PM 0 0 7 1 8 0040 4 0 031 4
5:15 PM 0 2 5 0 7 0230 5 0 020 2
5:30 PM 0 0 6 0 6 0030 3 0 030 3
5:45 PM 0 0 11 3 14 0080 8 0 033 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

AM PM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1168
Attachment 8
2205
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 3 0 1 2 1 1 2 0 1 1 1 0 000
7:00 AM 4 146 15 32 350 6 19 6 11 38 3 30 660 1 000 1
7:15 AM 3 169 23 27 367 7 18 15 13 55 3 55 755 3 000 3
7:30 AM 6 198 30 45 341 12 26 13 20 56 2 57 806 1 000 1 7:45 AM 3 183 31 50 333 8 29 22 13 63 9 52 796 1 100 2
8:00 AM 5 158 17 45 346 3 22 7 10 70 12 56 751 2 000 2
8:15 AM 9 152 27 28 387 3 19 5 11 66 5 35 747 2 100 3
8:30 AM 6 154 7 36 342 16 26 6 8 62 4 42 709 2 000 2
8:45 AM 2 164 22 31 335 11 15 6 9 47 1 41 684 1 000 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 4 200 6 4:15 PM 17 254 36 36 206 18 21 6 4 44 7 29 678 3 000 3
4:30 PM 15 306 34 45 187 14 12 4 4 44 9 24 698 5 300 8
4:45 PM 9 313 47 45 203 21 13 7 7 44 7 36 752 3 100 4
5:00 PM 9 303 53 54 164 23 25 12 7 54 4 38 746 3 400 7
5:15 PM 11 293 62 58 238 16 12 7 4 56 9 47 813 1 400 5
5:30 PM 14 297 60 58 218 17 23 13 11 61 18 45 835 3 100 4 5:45 PM 10 273 58 43 239 22 15 11 9 74 15 43 812 1 100 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 0 020 2
7:15 AM 0 2 2 0 4 0220 4 0 000 0
7:30 AM 2 18 9 3 32 2 18 9 1 30 0 002 2
7:45 AM 18 22 18 8 66 18 22 16 8 64 0 020 2
8:00 AM 6 13 1 3 23 6 13 1 2 22 0 001 1
8:15 AM 1 3 1 1 6 1311 6 0 000 0
8:30 AM 2 3 3 2 10 2311 7 0 021 3
8:45 AM 2 1 4 0 7 2030 5 0 110 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 0 001 1
4:15 PM 4 2 1 1 8 4111 7 0 100 1
4:30 PM 2 3 4 2 11 2230 7 0 112 4
4:45 PM 1 6 2 3 12 1623 12 0 000 0
5:00 PM 6 8 4 0 18 5830 16 1 010 2
5:15 PM 3 4 9 3 19 2350 10 1 143 9
5:30 PM 8 6 2 5 21 8622 18 0 003 3
5:45 PM 0 10 14 1 25 0 10 8 1 19 0 060 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

AM PM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1169
Attachment 8
2206
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
2207
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 Out In Total
791 1967 2758
Right
204
Thru
224
Left
116
Out Total In
622 544 1166
Left
64 Thru
449
Right
115
Out In Total
1538 628 2166
Left
138
Thru
226
Right
46 Total Out 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
2208
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 Out In Total
1556 1273 2829
Right
252
Thru
236
Left
132
Out Total In
639 620 1259
Left
85 Thru
1150
Right
238
Out In Total
1008 1473 2481
Left
154
Thru
188
Right
34 Total Out 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
2209
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 3 0 1 2 1 2 3 0 2 3 0 0 000
7:00 AM 24 85 43 45 293 34 38 137 41 46 115 10 911 1 050 6 7:15 AM 32 100 80 51 301 46 46 183 31 67 176 18 1,131 3 050 8 7:30 AM 49 146 87 60 309 60 64 216 31 89 210 26 1,347 1 060 7 7:45 AM 43 137 97 77 289 73 53 217 17 84 236 24 1,347 2 030 5 8:00 AM 37 88 59 95 287 53 58 210 25 65 177 19 1,173 0 040 4 8:15 AM 36 70 56 67 314 39 35 169 34 59 132 15 1,026 3 050 8 8:30 AM 44 93 50 62 305 35 33 137 35 48 114 26 982 1 0 12 0 13 8:45 AM 41 77 50 80 293 45 30 144 30 46 113 13 962 1 020 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 0 050 5 4:15 PM 64 193 55 55 132 51 62 204 29 59 255 50 1,209 0 080 8 4:30 PM 64 222 62 45 105 28 69 185 25 79 251 45 1,180 0 0 13 0 13 4:45 PM 68 211 58 59 111 24 72 196 39 74 292 51 1,255 2 090 11 5:00 PM 61 186 47 72 154 31 111 232 42 80 262 36 1,314 1 0 13 0 14 5:15 PM 52 212 49 77 157 29 82 242 39 68 287 46 1,340 1 060 7 5:30 PM 62 259 64 59 154 42 77 207 27 75 255 66 1,347 1 0 11 0 12 5:45 PM 68 249 48 66 126 52 75 168 40 61 213 49 1,215 3 0 14 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 ES WS TOTAL 7:00 AM 0 0 0 0 0 0000 0 0 000 0
7:15 AM 0 0 0 0 0 0000 0 0 000 0
7:30 AM 0 0 0 0 0 0000 0 0 000 0
7:45 AM 0 0 0 0 0 0000 0 0 000 0
8:00 AM 0 0 0 0 0 0000 0 0 000 0
8:15 AM 0 0 0 0 0 0000 0 0 000 0
8:30 AM 0 0 0 0 0 0000 0 0 000 0
8:45 AM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 0 000 0
4:15 PM 0 0 0 0 0 0000 0 0 000 0
4:30 PM 0 0 0 0 0 0000 0 0 000 0
4:45 PM 0 0 0 0 0 0000 0 0 000 0
5:00 PM 0 0 0 0 0 0000 0 0 000 0
5:15 PM 0 0 0 0 0 0000 0 0 000 0
5:30 PM 0 0 0 0 0 0000 0 0 000 0
5:45 PM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
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

PEDESTRIAN CROSSINGS BICYCLE CROSSINGS

U-TURNS
Grand Grand 17th 17th

AM PM AM
7:15 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
Add U-Turns to Left Turns
K-1173
Attachment 8
2210
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 2 1 1 3 X X X X 2 X 1 0 000
7:00 AM 0 123 106 19 411 0 0 0 0 104 0 31 794 0 300 3
7:15 AM 0 184 108 8 495 0 0 0 0 97 0 15 907 0 300 3
7:30 AM 0 226 137 12 482 0 0 0 0 94 0 31 982 0 100 1
7:45 AM 0 229 117 20 425 0 0 0 0 131 0 43 965 0 700 7
8:00 AM 0 167 103 16 412 0 0 0 0 120 0 33 851 0 600 6
8:15 AM 0 147 103 12 389 0 0 0 0 97 0 41 789 0 500 5
8:30 AM 0 153 104 9 380 0 0 0 0 93 0 33 772 0 400 4
8:45 AM 0 151 96 6 354 0 0 0 0 115 0 37 759 0 000 0
VOLUMES 0 1,380 874 102 3,348 0 0 0 0 851 0 264 6,819 0 29 0 0 29 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
VOLUMES 0 806 465 56 1,814 0 0 0 0 442 0 122 3,705
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
4:00 PM 0 292 260 12 217 0 0 0 0 38 0 38 857 0 800 8
4:15 PM 0 286 262 14 210 0 0 0 0 43 0 46 861 0 700 7
4:30 PM 0 313 244 14 223 0 0 0 0 50 0 46 890 0 700 7
4:45 PM 0 337 221 8 262 0 0 0 0 37 0 36 901 0 700 7
5:00 PM 0 307 246 12 280 0 0 0 0 22 0 42 909 0 600 6
5:15 PM 0 335 273 12 273 0 0 0 0 42 0 28 963 0 600 6
5:30 PM 0 286 233 12 285 0 0 0 0 30 0 51 897 0 600 6
5:45 PM 0 330 219 10 291 0 0 0 0 44 0 45 939 0 500 5
VOLUMES 0 2,486 1,958 94 2,041 0 0 0 0 306 0 332 7,217 0 52 0 0 52 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
VOLUMES 0 1,258 971 46 1,129 0 0 0 0 138 0 166 3,708
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 ES WS TOTAL 7:00 AM 0 0 0 0 0 0000 0 0 000 0
7:15 AM 0 0 0 0 0 0000 0 0 000 0
7:30 AM 0 0 0 0 0 0000 0 0 000 0
7:45 AM 0 0 0 0 0 0000 0 0 000 0
8:00 AM 0 0 0 0 0 0000 0 0 000 0
8:15 AM 0 0 0 0 0 0000 0 0 000 0
8:30 AM 0 0 0 0 0 0000 0 0 000 0
8:45 AM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
4:00 PM 0 0 0 0 0 0000 0 0 000 0
4:15 PM 0 0 0 0 0 0000 0 0 000 0
4:30 PM 0 0 0 0 0 0000 0 0 000 0
4:45 PM 0 0 0 0 0 0000 0 0 000 0
5:00 PM 0 0 0 0 0 0000 0 0 000 0
5:15 PM 0 0 0 0 0 0000 0 0 000 0
5:30 PM 0 0 0 0 0 0000 0 0 000 0
5:45 PM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000

BICYCLE CROSSINGS

AM PM 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
2211
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2.5 0.5 1 2 2 2 1 2 0.5 1 0.5 0 0 0 0
7:00 AM 14 210 14 25 256 235 30 35 126 2 25 8 980 0 000 0 7:15 AM 12 194 11 49 263 241 62 49 90 1 51 8 1,031 1 000 1 7:30 AM 18 292 18 37 308 253 60 61 99 2 123 9 1,280 2 000 2 7:45 AM 18 273 13 22 307 239 75 51 97 0 141 9 1,245 0 000 0 8:00 AM 20 214 7 28 253 265 58 49 129 1 47 7 1,078 0 100 1 8:15 AM 19 214 9 10 271 219 45 33 98 3 27 3 951 4 000 4 8:30 AM 22 198 10 15 275 186 46 25 99 3 32 3 914 2 000 2 8:45 AM 17 186 5 13 286 181 49 22 95 5 24 11 894 1 000 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 0 100 1 4:15 PM 33 417 3 12 160 98 87 22 91 4 26 23 976 2 100 3 4:30 PM 50 461 3 5 126 122 95 24 88 6 45 21 1,046 1 100 2 4:45 PM 40 441 4 9 167 118 87 23 105 3 41 18 1,056 0 000 0 5:00 PM 48 427 5 5 190 120 85 91 77 3 34 22 1,107 0 000 0 5:15 PM 47 483 5 8 177 126 80 47 69 7 40 20 1,109 5 100 6 5:30 PM 38 457 13 12 177 137 73 37 84 5 33 23 1,089 1 000 1 5:45 PM 29 465 7 8 183 133 80 19 76 4 23 29 1,056 2 000 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 ES WS TOTAL 7:00 AM 0 0 0 0 0 0000 0 0 000 0
7:15 AM 0 0 0 0 0 0000 0 0 000 0
7:30 AM 0 0 0 0 0 0000 0 0 000 0
7:45 AM 0 0 0 0 0 0000 0 0 000 0
8:00 AM 0 0 0 0 0 0000 0 0 000 0
8:15 AM 0 0 0 0 0 0000 0 0 000 0
8:30 AM 0 0 0 0 0 0000 0 0 000 0
8:45 AM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
4:00 PM 0 0 0 0 0 0000 0 0 000 0
4:15 PM 0 0 0 0 0 0000 0 0 000 0
4:30 PM 0 0 0 0 0 0000 0 0 000 0
4:45 PM 0 0 0 0 0 0000 0 0 000 0
5:00 PM 0 0 0 0 0 0000 0 0 000 0
5:15 PM 0 0 0 0 0 0000 0 0 000 0
5:30 PM 0 0 0 0 0 0000 0 0 000 0
5:45 PM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000

BICYCLE CROSSINGS

AM PM 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
2212
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 3 0 2 3 1 2 3 0 2 2 0 0 000
7:00 AM 14 109 12 23 348 25 48 241 26 50 192 18 1,106 0 001 1 7:15 AM 42 163 8 25 357 47 64 246 37 50 212 23 1,274 0 010 1 7:30 AM 63 223 10 25 379 36 91 169 70 76 233 28 1,403 0 220 4 7:45 AM 69 197 9 18 351 38 94 177 62 71 233 24 1,343 0 102 3 8:00 AM 36 160 7 30 330 51 79 193 53 47 180 23 1,189 0 012 3 8:15 AM 35 136 11 22 381 35 67 249 34 47 182 25 1,224 0 021 3 8:30 AM 42 146 6 24 342 39 63 250 43 44 191 30 1,220 0 122 5 8:45 AM 35 138 7 19 346 35 48 257 56 53 180 27 1,201 0 004 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 0 231 6 4:15 PM 31 300 12 35 181 63 69 201 23 33 213 57 1,218 0 124 7 4:30 PM 47 299 7 34 191 75 63 240 20 39 232 44 1,291 2 203 7 4:45 PM 43 311 8 22 178 66 75 243 21 46 248 36 1,297 0 045 9 5:00 PM 37 279 10 27 149 61 88 265 21 36 239 45 1,257 0 432 9 5:15 PM 37 279 7 22 190 47 71 216 28 30 231 49 1,207 0 310 4 5:30 PM 37 250 8 21 168 69 85 204 26 26 223 40 1,157 0 230 5 5:45 PM 43 269 11 18 166 66 93 225 18 34 221 55 1,219 0 202 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 ES WS TOTAL 7:00 AM 0 0 0 0 0 0000 0 0 000 0
7:15 AM 0 0 0 0 0 0000 0 0 000 0
7:30 AM 0 0 0 0 0 0000 0 0 000 0
7:45 AM 0 0 0 0 0 0000 0 0 000 0
8:00 AM 0 0 0 0 0 0000 0 0 000 0
8:15 AM 0 0 0 0 0 0000 0 0 000 0
8:30 AM 0 0 0 0 0 0000 0 0 000 0
8:45 AM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 0 000 0
4:15 PM 0 0 0 0 0 0000 0 0 000 0
4:30 PM 0 0 0 0 0 0000 0 0 000 0
4:45 PM 0 0 0 0 0 0000 0 0 000 0
5:00 PM 0 0 0 0 0 0000 0 0 000 0
5:15 PM 0 0 0 0 0 0000 0 0 000 0
5:30 PM 0 0 0 0 0 0000 0 0 000 0
5:45 PM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
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

PEDESTRIAN CROSSINGS BICYCLE CROSSINGS

U-TURNS
Grand Grand 1st 1st

AM PM AM
7:15 AM
PM
4:00 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
Add U-Turns to Left Turns
K-1176
Attachment 8
2213
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 3 0 1 3 0 1 2 0 1 2 0 0 000
7:00 AM 10 136 30 31 363 21 15 77 22 23 28 41 797 0 000 0 7:15 AM 9 152 44 39 406 14 21 114 35 21 82 53 990 0 000 0 7:30 AM 15 186 48 41 443 9 13 135 34 21 109 54 1,108 0 100 1 7:45 AM 16 184 47 31 473 10 12 89 19 40 105 66 1,092 0 000 0 8:00 AM 10 186 17 32 396 14 11 64 17 31 37 34 849 0 000 0 8:15 AM 4 138 26 32 403 14 18 70 21 17 27 32 802 0 000 0 8:30 AM 5 157 20 30 360 9 15 54 21 16 38 35 760 0 000 0 8:45 AM 13 133 21 24 346 22 18 39 11 15 39 21 702 0 000 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 0 000 0 4:15 PM 25 246 42 35 152 22 22 58 11 32 97 45 787 0 000 0 4:30 PM 42 243 41 32 162 34 26 69 21 21 76 46 813 0 100 1 4:45 PM 27 241 41 39 158 30 26 64 13 20 78 37 774 0 100 1 5:00 PM 28 182 20 24 176 35 23 59 13 26 96 43 725 0 000 0 5:15 PM 35 232 42 36 192 19 25 81 13 18 74 26 793 0 001 1 5:30 PM 30 222 61 31 184 21 16 86 16 26 84 62 839 0 000 0 5:45 PM 18 278 42 28 163 22 25 66 14 33 84 45 818 0 200 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 17 8 7 2 34 1 130 5
7:15 AM 59 25 29 13 126 57 20 29 12 118 2 501 8
7:30 AM 178 35 63 42 318 175 33 62 39 309 3 213 9
7:45 AM 122 11 20 21 174 119 10 19 18 166 3 113 8
8:00 AM 4 3 2 2 11 3112 7 1 210 4
8:15 AM 2 6 7 0 15 2550 12 0 120 3
8:30 AM 5 2 3 2 12 4122 9 1 110 3
8:45 AM 0 1 2 1 4 0021 3 0 100 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 1 211 5
4:15 PM 29 9 4 7 49 27 7 2 6 42 2 221 7
4:30 PM 28 6 9 7 50 23 4 5 5 37 5 242 13
4:45 PM 9 4 6 8 27 6125 14 3 343 13
5:00 PM 10 8 7 4 29 10 4 5 2 21 0 422 8
5:15 PM 6 1 3 2 12 4121 8 2 011 4
5:30 PM 6 7 6 6 25 1724 14 5 042 11
5:45 PM 5 4 3 6 18 4425 15 1 011 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

AM PM AM
7:15 AM
PM
4:00 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1177
Attachment 8
2214
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 3 0 1 3 0 1 2 0 1 2 0 0 000
7:00 AM 22 137 16 40 320 28 37 136 31 22 90 20 899 0 000 0 7:15 AM 28 144 22 54 321 35 46 156 48 25 93 14 986 0 000 0 7:30 AM 37 180 29 44 439 41 48 127 52 20 81 26 1,124 0 000 0 7:45 AM 50 192 24 68 362 43 43 135 43 28 133 29 1,150 0 000 0 8:00 AM 49 177 28 61 405 29 41 159 31 39 96 32 1,147 0 000 0 8:15 AM 19 130 28 45 317 29 28 143 20 29 78 29 895 0 000 0 8:30 AM 16 125 18 35 329 21 31 106 21 25 57 9 793 0 000 0 8:45 AM 13 114 18 47 270 27 25 87 17 18 70 30 736 0 000 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 0 000 0 4:15 PM 42 244 50 41 143 56 28 93 19 21 169 26 932 0 000 0 4:30 PM 52 280 47 40 161 33 30 99 25 17 163 34 981 0 000 0 4:45 PM 52 285 47 30 118 56 25 96 16 16 143 36 920 0 000 0 5:00 PM 42 264 41 34 172 36 38 127 24 27 178 39 1,022 0 000 0 5:15 PM 48 276 55 28 150 36 30 135 14 22 175 36 1,005 0 000 0 5:30 PM 39 291 61 35 123 49 20 96 20 22 176 26 958 0 000 0 5:45 PM 27 275 50 22 130 45 21 121 14 15 160 37 917 0 000 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 10 8 7 4 29 4 313 11
7:15 AM 23 31 13 23 90 19 30 12 20 81 4 113 9
7:30 AM 23 51 22 21 117 21 49 22 18 110 2 203 7
7:45 AM 52 105 38 55 250 50 104 38 49 241 2 106 9
8:00 AM 17 26 5 8 56 16 24 4 6 50 1 212 6
8:15 AM 11 7 6 5 29 9755 26 2 010 3
8:30 AM 13 8 9 6 36 9876 30 4 020 6
8:45 AM 5 2 2 3 12 3223 10 2 000 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 5 620 13
4:15 PM 16 11 8 8 43 13 10 5 7 35 3 131 8
4:30 PM 12 19 14 21 66 6 15 11 16 48 6 435 18
4:45 PM 10 9 7 3 29 7452 18 3 521 11
5:00 PM 16 11 12 7 46 13 10 12 6 41 3 101 5
5:15 PM 18 15 6 4 43 14 11 6 4 35 4 400 8
5:30 PM 7 13 2 5 27 4922 17 3 403 10
5:45 PM 15 13 3 3 34 11 8 1 1 21 4 522 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

AM PM AM
7:15 AM
PM
4:30 PM
PEDESTRIAN + BIKE CROSSINGS PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
K-1178
Attachment 8
2215
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 3 0 1 3 0 1 3 0 1 3 0 0 000
7:00 AM 11 97 25 61 253 50 63 309 35 18 141 30 1,093 0 000 0 7:15 AM 4 119 20 58 263 55 82 333 19 30 125 27 1,135 0 001 1 7:30 AM 15 143 26 54 288 49 88 328 33 46 144 34 1,248 0 013 4 7:45 AM 9 120 28 51 274 68 90 320 34 45 160 35 1,234 0 012 3 8:00 AM 18 85 17 58 309 49 55 337 40 28 144 28 1,168 0 001 1 8:15 AM 25 94 31 58 249 43 48 306 28 22 191 33 1,128 0 032 5 8:30 AM 11 94 25 52 237 39 50 239 34 29 125 33 968 0 034 7 8:45 AM 15 105 25 46 236 37 44 245 39 24 109 32 957 0 025 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 0 021 3 4:15 PM 59 317 35 36 92 62 32 190 13 21 332 54 1,243 0 013 4 4:30 PM 68 323 23 44 111 73 52 186 16 26 321 39 1,282 0 041 5 4:45 PM 54 334 35 38 111 54 46 190 24 20 331 45 1,282 0 020 2 5:00 PM 65 356 28 48 122 75 53 211 17 17 328 38 1,358 0 052 7 5:15 PM 65 348 28 29 87 49 44 229 15 19 335 49 1,297 0 023 5 5:30 PM 55 345 28 48 83 48 56 229 13 17 325 39 1,286 0 000 0 5:45 PM 41 300 22 36 66 64 55 181 11 14 336 45 1,171 0 010 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 ES WS TOTAL 7:00 AM 0 0 0 0 0 0000 0 0 000 0
7:15 AM 0 0 0 0 0 0000 0 0 000 0
7:30 AM 0 0 0 0 0 0000 0 0 000 0
7:45 AM 0 0 0 0 0 0000 0 0 000 0
8:00 AM 0 0 0 0 0 0000 0 0 000 0
8:15 AM 0 0 0 0 0 0000 0 0 000 0
8:30 AM 0 0 0 0 0 0000 0 0 000 0
8:45 AM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 0 000 0
4:15 PM 0 0 0 0 0 0000 0 0 000 0
4:30 PM 0 0 0 0 0 0000 0 0 000 0
4:45 PM 0 0 0 0 0 0000 0 0 000 0
5:00 PM 0 0 0 0 0 0000 0 0 000 0
5:15 PM 0 0 0 0 0 0000 0 0 000 0
5:30 PM 0 0 0 0 0 0000 0 0 000 0
5:45 PM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
0000 0

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

PEDESTRIAN CROSSINGS BICYCLE 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
2216
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 3 0 1 3 0 2 3 1 2 2 1 0 000
7:00 AM 41 102 39 31 90 48 46 182 77 10 73 14 753 0 000 0 7:15 AM 50 116 50 42 124 53 67 206 82 26 74 24 914 0 000 0 7:30 AM 46 125 49 47 158 44 62 207 108 19 114 23 1,002 0 010 1 7:45 AM 36 133 51 60 146 50 57 286 89 21 107 39 1,075 0 000 0 8:00 AM 35 130 65 48 140 45 67 205 76 21 89 43 964 0 100 1 8:15 AM 26 98 56 52 128 52 75 188 56 23 113 27 894 1 000 1 8:30 AM 32 87 40 57 142 51 49 188 49 26 84 13 818 0 000 0 8:45 AM 30 87 32 58 125 30 66 169 55 19 91 37 799 0 000 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 0 000 0 4:15 PM 51 222 40 26 73 56 93 125 36 36 204 76 1,038 0 002 2 4:30 PM 56 211 32 32 106 57 86 120 42 45 211 71 1,069 0 100 1 4:45 PM 65 249 45 29 132 54 77 163 36 40 248 65 1,203 0 000 0 5:00 PM 60 188 43 38 131 62 84 164 36 49 220 81 1,156 0 000 0 5:15 PM 56 218 46 31 104 60 86 161 39 29 254 91 1,175 0 100 1 5:30 PM 58 209 57 46 99 38 91 161 29 31 232 75 1,126 0 001 1 5:45 PM 53 233 40 24 75 58 75 159 15 23 208 79 1,042 0 000 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 ES WS TOTAL 7:00 AM 0 0 0 0 0 0000 0 0 000 0
7:15 AM 0 0 0 0 0 0000 0 0 000 0
7:30 AM 0 0 0 0 0 0000 0 0 000 0
7:45 AM 0 0 0 0 0 0000 0 0 000 0
8:00 AM 0 0 0 0 0 0000 0 0 000 0
8:15 AM 0 0 0 0 0 0000 0 0 000 0
8:30 AM 0 0 0 0 0 0000 0 0 000 0
8:45 AM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 0 000 0
4:15 PM 0 0 0 0 0 0000 0 0 000 0
4:30 PM 0 0 0 0 0 0000 0 0 000 0
4:45 PM 0 0 0 0 0 0000 0 0 000 0
5:00 PM 0 0 0 0 0 0000 0 0 000 0
5:15 PM 0 0 0 0 0 0000 0 0 000 0
5:30 PM 0 0 0 0 0 0000 0 0 000 0
5:45 PM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
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

PEDESTRIAN CROSSINGS BICYCLE CROSSINGS

U-TURNS
Grand Grand Warner Warner

AM PM AM
7:15 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
Add U-Turns to Left Turns
K-1180
Attachment 8
2217
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL 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 0 000 0
7:15 AM 167 0 116 0 0 0 0 357 172 0 152 69 1,033 0 000 0 7:30 AM 142 0 114 0 0 0 0 390 139 0 157 95 1,037 0 000 0 7:45 AM 169 0 121 0 0 0 0 385 158 0 179 82 1,094 0 000 0 8:00 AM 128 0 99 0 0 0 0 366 142 0 168 110 1,013 0 010 1 8:15 AM 112 0 117 0 0 0 0 376 167 0 207 141 1,120 0 000 0 8:30 AM 110 0 107 0 0 0 0 300 146 0 195 97 955 0 000 0
8:45 AM 140 0 99 0 0 0 0 276 139 0 200 89 943 0 000 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 0 000 0 4:15 PM 37 0 16 0 0 0 0 279 169 0 370 258 1,129 0 000 0 4:30 PM 42 0 8 0 0 0 0 278 170 0 366 248 1,112 0 000 0
4:45 PM 48 0 14 0 0 0 0 312 155 0 360 241 1,130 0 000 0 5:00 PM 40 0 11 0 0 0 0 320 177 0 399 241 1,188 0 000 0 5:15 PM 42 0 14 0 0 0 0 351 176 0 395 242 1,220 0 000 0 5:30 PM 56 0 11 0 0 0 0 342 166 0 375 231 1,181 0 000 0 5:45 PM 38 0 24 0 0 0 0 278 138 0 318 197 993 0 000 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 ES WS TOTAL 7:00 AM 0 0 0 0 0 0000 0 0 000 0
7:15 AM 0 0 0 0 0 0000 0 0 000 0
7:30 AM 0 0 0 0 0 0000 0 0 000 0
7:45 AM 0 0 0 0 0 0000 0 0 000 0
8:00 AM 0 0 0 0 0 0000 0 0 000 0
8:15 AM 0 0 0 0 0 0000 0 0 000 0
8:30 AM 0 0 0 0 0 0000 0 0 000 0
8:45 AM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0000 0 0 000 0
4:15 PM 0 0 0 0 0 0000 0 0 000 0
4:30 PM 0 0 0 0 0 0000 0 0 000 0
4:45 PM 0 0 0 0 0 0000 0 0 000 0
5:00 PM 0 0 0 0 0 0000 0 0 000 0
5:15 PM 0 0 0 0 0 0000 0 0 000 0
5:30 PM 0 0 0 0 0 0000 0 0 000 0
5:45 PM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
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

PEDESTRIAN CROSSINGS BICYCLE CROSSINGS

U-TURNS
SR-55 NB Ramps SR-55 NB Ramps Dyer Dyer

AM PM AM
7:30 AM
PM
4:45 PM
PEDESTRIAN + BIKE CROSSINGS
7:30 AM
Add U-Turns to Left Turns
K-1181
Attachment 8
2218
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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 1 X X 1 1 1 X 1 X X X 0 000
7:00 AM 19 21 0 0 76 37 16 0 20 0 0 0 189 0 000 0
7:15 AM 22 34 0 0 114 47 18 0 40 0 0 0 275 0 000 0
7:30 AM 35 46 0 0 113 62 33 0 46 0 0 0 335 0 000 0
7:45 AM 51 68 0 0 106 68 43 0 50 0 0 0 386 0 000 0
8:00 AM 45 48 0 0 128 58 18 0 43 0 0 0 340 0 000 0
8:15 AM 27 32 0 0 112 55 23 0 24 0 0 0 273 0 000 0
8:30 AM 16 27 0 0 63 36 15 0 14 0 0 0 171 0 000 0
8:45 AM 12 36 0 0 65 48 23 0 18 0 0 0 202 0 000 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 0 000 0
4:15 PM 25 47 0 0 30 33 59 0 30 0 0 0 224 0 000 0
4:30 PM 29 49 0 0 49 23 49 0 22 0 0 0 221 0 000 0
4:45 PM 34 60 0 0 43 30 53 0 33 0 0 0 253 1 000 1
5:00 PM 36 62 0 0 40 33 40 0 31 0 0 0 242 0 000 0
5:15 PM 41 60 0 0 47 48 67 0 35 0 0 0 298 1 000 1
5:30 PM 45 63 0 0 59 52 55 0 42 0 0 0 316 0 000 0
5:45 PM 61 70 0 0 42 40 48 0 30 0 0 0 291 0 000 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 0 111 3
7:15 AM 1 2 1 1 5 0200 2 1 011 3
7:30 AM 4 1 0 5 10 4101 6 0 004 4
7:45 AM 0 4 0 3 7 0401 5 0 002 2
8:00 AM 0 0 0 0 0 0000 0 0 000 0
8:15 AM 0 0 0 0 0 0000 0 0 000 0
8:30 AM 0 1 1 0 2 0100 1 0 010 1
8:45 AM 0 0 1 4 5 0002 2 0 012 3
TOTAL 5 9 4 16 34 4 8 0 6 18 1 1 4 10 16
4:00 PM 0 1 2 3 6 0000 0 0 123 6
4:15 PM 1 0 0 1 2 1001 2 0 000 0
4:30 PM 0 1 0 2 3 0100 1 0 002 2
4:45 PM 0 1 0 0 1 0100 1 0 000 0
5:00 PM 0 0 0 2 2 0000 0 0 002 2
5:15 PM 1 1 0 2 4 1101 3 0 001 1
5:30 PM 0 0 3 4 7 0012 3 0 022 4
5:45 PM 0 0 0 0 0 0000 0 0 000 0
TOTAL 2 4 5 14 25 2 3 1 4 10 0 1 4 10 15

BICYCLE CROSSINGS

AM PM 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
2219
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
2220
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
Out In Total
253 682 935
Right
184
Thru
236
Out Total In
718 420 1138
Left
69 Thru
245
Total Out 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
2221
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
2222
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
Out In Total
360 252 612
Right
233
Thru
224
Out Total In
420 457 877
Left
127
Thru
250
Total Out 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
2223
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
2224
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
Out In Total
0 912 912
Right
0 Thru
701
Left
46 Out Total In
1544 747 2291
Left
10 Thru
0 Right
244
Out In Total
198 254 452
Left
0 1062
Thru Right
11 Total Out In
1244 1073 2317
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:
07:00 AM 07:30 AM 07:00 AM 08:00 AM
+0 mins. 57 32 132 221 12 191 0 203 2 0 52 54 0 277 2 279 +15 mins. 50 30 157 237 13 190 0 203 3 0 58 61 0 264 4 268 +30 mins. 53 37 134 224 8 171 0 179 3 0 75 78 0 291 3 294 +45 mins. 67 35 139 241 13 149 0 162 3 0 67 70 0 282 4 286 Total Volume 227 134 562 923 46 701 0 747 11 0 252 263 0 1114 13 1127 % App. Total 24.6 14.5 60.9 6.2 93.8 0 4.2 0 95.8 0 98.8 1.2 PHF .847 .905 .895 .957 .885 .918 .000 .920 .917 .000 .840 .843 .000 .957 .813 .958 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1188
Attachment 8
2225
File Name : 87_SNA_Mabury_1st PM
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 04:00 PM 64 29 90 183 10 151 0 161 10 0 75 85 0 332 2 334 763 04:15 PM 39 15 97 151 15 153 0 168 4 0 55 59 0 314 4 318 696 04:30 PM 58 31 98 187 5 141 0 146 6 0 89 95 0 295 4 299 727 04:45 PM 37 23 100 160 12 126 0 138 5 0 70 75 0 379 4 383 756 Total 198 98 385 681 42 571 0 613 25 0 289 314 0 1320 14 1334 2942 05:00 PM 59 21 109 189 8 151 0 159 3 0 49 52 0 374 6 380 780 05:15 PM 64 25 96 185 13 166 0 179 9 0 75 84 0 351 8 359 807 05:30 PM 47 19 85 151 7 106 0 113 8 0 62 70 0 408 6 414 748 05:45 PM 54 28 106 188 15 99 0 114 5 0 72 77 0 327 7 334 713 Total 224 93 396 713 43 522 0 565 25 0 258 283 0 1460 27 1487 3048 Grand Total 422 191 781 1394 85 1093 0 1178 50 0 547 597 0 2780 41 2821 5990 Apprch % 30.3 13.7 56 7.2 92.8 0 8.4 0 91.6 0 98.5 1.5
Total % 7 3.2 13 23.3 1.4 18.2 0 19.7 0.8 0 9.1 10 0 46.4 0.7 47.1 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 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 37 23 100 160 12 126 0 138 5 0 70 75 0 379 4 383 756 05:00 PM 59 21 109 189 8 151 0 159 3 0 49 52 0 374 6 380 780 05:15 PM 64 25 96 185 13 166 0 179 9 0 75 84 0 351 8 359 807 05:30 PM 47 19 85 151 7 106 0 113 8 0 62 70 0 408 6 414 748 Total Volume 207 88 390 685 40 549 0 589 25 0 256 281 0 1512 24 1536 3091 % App. Total 30.2 12.8 56.9 6.8 93.2 0 8.9 0 91.1 0 98.4 1.6 PHF .809 .880 .894 .906 .769 .827 .000 .823 .694 .000 .853 .836 .000 .926 .750 .928 .958 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1189
Attachment 8
2226
File Name : 87_SNA_Mabury_1st PM
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
390
Thru
88 Left
207
Out In Total
0 685 685
Right
0 Thru
549
Left
40 Out Total In
1975 589 2564
Left
25 Thru
0 Right
256
Out In Total
152 281 433
Left
0 1512
Thru Right
24 Total Out In
964 1536 2500
Peak Hour Begins at 04:45 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:
04:30 PM 04:30 PM 04:00 PM 04:45 PM
+0 mins. 58 31 98 187 5 141 0 146 10 0 75 85 0 379 4 383 +15 mins. 37 23 100 160 12 126 0 138 4 0 55 59 0 374 6 380 +30 mins. 59 21 109 189 8 151 0 159 6 0 89 95 0 351 8 359 +45 mins. 64 25 96 185 13 166 0 179 5 0 70 75 0 408 6 414 Total Volume 218 100 403 721 38 584 0 622 25 0 289 314 0 1512 24 1536 % App. Total 30.2 13.9 55.9 6.1 93.9 0 8 0 92 0 98.4 1.6 PHF .852 .806 .924 .954 .731 .880 .000 .869 .625 .000 .812 .826 .000 .926 .750 .928 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1190
Attachment 8
2227
File Name : 88_ORN_Tustin_La Veta AM
Site Code : 20220171
Start Date : 1/8/2020
Page No : 1
City of Orange
N/S: Tustin Street
E/W: Rock Creek Drive/La Veta Avenue
Weather: Clear
Groups Printed- Total Volume
Tustin Street
Southbound
La Veta Avenue
Westbound
Tustin Street
Northbound
Rock Creek Drive
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 6 346 1 353 84 2 10 96 5 72 22 99 1 1 7 9 557
07:15 AM 19 385 0 404 114 2 11 127 2 79 28 109 1 3 9 13 653 07:30 AM 21 367 0 388 144 0 14 158 0 70 17 87 3 1 9 13 646 07:45 AM 20 378 2 400 95 0 24 119 5 94 21 120 2 6 9 17 656 Total 66 1476 3 1545 437 4 59 500 12 315 88 415 7 11 34 52 2512 08:00 AM 14 322 2 338 94 0 20 114 1 90 30 121 3 1 8 12 585 08:15 AM 14 314 0 328 92 1 24 117 7 89 31 127 0 3 10 13 585 08:30 AM 16 323 0 339 69 0 19 88 4 108 26 138 5 1 9 15 580 08:45 AM 25 295 0 320 60 6 21 87 3 122 25 150 5 0 3 8 565 Total 69 1254 2 1325 315 7 84 406 15 409 112 536 13 5 30 48 2315 Grand Total 135 2730 5 2870 752 11 143 906 27 724 200 951 20 16 64 100 4827 Apprch % 4.7 95.1 0.2 83 1.2 15.8 2.8 76.1 21 20 16 64
Total % 2.8 56.6 0.1 59.5 15.6 0.2 3 18.8 0.6 15 4.1 19.7 0.4 0.3 1.3 2.1 Tustin Street
Southbound
La Veta Avenue
Westbound
Tustin Street
Northbound
Rock Creek Drive
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 07:15 AM
07:15 AM 19 385 0 404 114 2 11 127 2 79 28 109 1 3 9 13 653 07:30 AM 21 367 0 388 144 0 14 158 0 70 17 87 3 1 9 13 646 07:45 AM 20 378 2 400 95 0 24 119 5 94 21 120 2 6 9 17 656 08:00 AM 14 322 2 338 94 0 20 114 1 90 30 121 3 1 8 12 585 Total Volume 74 1452 4 1530 447 2 69 518 8 333 96 437 9 11 35 55 2540 % App. Total 4.8 94.9 0.3 86.3 0.4 13.3 1.8 76.2 22 16.4 20 63.6 PHF .881 .943 .500 .947 .776 .250 .719 .820 .400 .886 .800 .903 .750 .458 .972 .809 .968 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1191
Attachment 8
2228
File Name : 88_ORN_Tustin_La Veta AM
Site Code : 20220171
Start Date : 1/8/2020
Page No : 2
City of Orange
N/S: Tustin Street
E/W: Rock Creek Drive/La Veta Avenue
Weather: Clear
Tustin Street
Rock Creek Drive
La Veta Avenue
Tustin Street
Right
4 Thru
1452
Left
74 Out In Total
411 1530 1941
Right
69 Thru
2 Left
447
Out Total In
181 518 699
Left
8 Thru
333
Right
96 Out In Total
1934 437 2371
Left
9 Thru
11 Right
35 Total Out In
14 55 69
Peak Hour Begins at 07:15 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:
07:00 AM 07:15 AM 08:00 AM 07:45 AM
+0 mins. 6 346 1 353 114 2 11 127 1 90 30 121 2 6 9 17
+15 mins. 19 385 0 404 144 0 14 158 7 89 31 127 3 1 8 12 +30 mins. 21 367 0 388 95 0 24 119 4 108 26 138 0 3 10 13 +45 mins. 20 378 2 400 94 0 20 114 3 122 25 150 5 1 9 15 Total Volume 66 1476 3 1545 447 2 69 518 15 409 112 536 10 11 36 57 % App. Total 4.3 95.5 0.2 86.3 0.4 13.3 2.8 76.3 20.9 17.5 19.3 63.2 PHF .786 .958 .375 .956 .776 .250 .719 .820 .536 .838 .903 .893 .500 .458 .900 .838 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1192
Attachment 8
2229
File Name : 88_ORN_Tustin_La Veta PM
Site Code : 20220171
Start Date : 1/8/2020
Page No : 1
City of Orange
N/S: Tustin Street
E/W: Rock Creek Drive/La Veta Avenue
Weather: Clear
Groups Printed- Total Volume
Tustin Street
Southbound
La Veta Avenue
Westbound
Tustin Street
Northbound
Rock Creek Drive
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 04:00 PM 26 208 1 235 59 3 32 94 5 285 56 346 4 1 2 7 682 04:15 PM 16 163 1 180 32 0 33 65 12 253 51 316 3 2 4 9 570 04:30 PM 18 191 5 214 55 0 24 79 9 272 52 333 2 1 5 8 634 04:45 PM 19 195 2 216 50 4 24 78 12 232 76 320 2 1 1 4 618 Total 79 757 9 845 196 7 113 316 38 1042 235 1315 11 5 12 28 2504 05:00 PM 28 224 6 258 33 1 35 69 15 278 63 356 6 1 10 17 700 05:15 PM 25 191 2 218 45 0 29 74 10 251 54 315 3 2 4 9 616 05:30 PM 34 168 4 206 51 3 23 77 19 231 49 299 5 4 2 11 593 05:45 PM 16 195 1 212 37 4 32 73 10 255 67 332 4 9 3 16 633 Total 103 778 13 894 166 8 119 293 54 1015 233 1302 18 16 19 53 2542 Grand Total 182 1535 22 1739 362 15 232 609 92 2057 468 2617 29 21 31 81 5046 Apprch % 10.5 88.3 1.3 59.4 2.5 38.1 3.5 78.6 17.9 35.8 25.9 38.3 Total % 3.6 30.4 0.4 34.5 7.2 0.3 4.6 12.1 1.8 40.8 9.3 51.9 0.6 0.4 0.6 1.6 Tustin Street
Southbound
La Veta Avenue
Westbound
Tustin Street
Northbound
Rock Creek Drive
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 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 18 191 5 214 55 0 24 79 9 272 52 333 2 1 5 8 634 04:45 PM 19 195 2 216 50 4 24 78 12 232 76 320 2 1 1 4 618 05:00 PM 28 224 6 258 33 1 35 69 15 278 63 356 6 1 10 17 700 05:15 PM 25 191 2 218 45 0 29 74 10 251 54 315 3 2 4 9 616 Total Volume 90 801 15 906 183 5 112 300 46 1033 245 1324 13 5 20 38 2568 % App. Total 9.9 88.4 1.7 61 1.7 37.3 3.5 78 18.5 34.2 13.2 52.6 PHF .804 .894 .625 .878 .832 .313 .800 .949 .767 .929 .806 .930 .542 .625 .500 .559 .917 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1193
Attachment 8
2230
File Name : 88_ORN_Tustin_La Veta PM
Site Code : 20220171
Start Date : 1/8/2020
Page No : 2
City of Orange
N/S: Tustin Street
E/W: Rock Creek Drive/La Veta Avenue
Weather: Clear
Tustin Street
Rock Creek Drive
La Veta Avenue
Tustin Street
Right
15 Thru
801
Left
90 Out In Total
1158 906 2064
Right
112
Thru
5 Left
183
Out Total In
340 300 640
Left
46 Thru
1033
Right
245
Out In Total
1004 1324 2328
Left
13 Thru
5 Right
20 Total Out In
66 38 104
Peak Hour Begins at 04:30 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:
04:30 PM 04:00 PM 04:15 PM 05:00 PM
+0 mins. 18 191 5 214 59 3 32 94 12 253 51 316 6 1 10 17 +15 mins. 19 195 2 216 32 0 33 65 9 272 52 333 3 2 4 9
+30 mins. 28 224 6 258 55 0 24 79 12 232 76 320 5 4 2 11 +45 mins. 25 191 2 218 50 4 24 78 15 278 63 356 4 9 3 16 Total Volume 90 801 15 906 196 7 113 316 48 1035 242 1325 18 16 19 53 % App. Total 9.9 88.4 1.7 62 2.2 35.8 3.6 78.1 18.3 34 30.2 35.8 PHF .804 .894 .625 .878 .831 .438 .856 .840 .800 .931 .796 .930 .750 .444 .475 .779 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1194
Attachment 8
2231
File Name : 89_ORN_Tustin_22W AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Orange
N/S: Tustin Street
E/W: SR-22 Westbound On Ramp
Weather: Clear
Groups Printed- Total Volume
Tustin Street
Southbound
Orange Tustin Inn Driveway
Westbound
Tustin Street
Northbound
SR-22 Westbound On
Ramp
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 0 301 193 494 0 0 0 0 102 115 0 217 0 0 0 0 711 07:15 AM 0 389 195 584 0 0 0 0 127 115 0 242 0 0 0 0 826 07:30 AM 0 355 210 565 0 0 0 0 170 154 0 324 0 0 0 0 889 07:45 AM 0 329 233 562 0 0 0 0 216 161 0 377 0 0 0 0 939 Total 0 1374 831 2205 0 0 0 0 615 545 0 1160 0 0 0 0 3365 08:00 AM 0 322 195 517 0 0 0 0 143 180 0 323 0 0 0 0 840 08:15 AM 0 300 186 486 0 0 0 0 151 168 0 319 0 0 0 0 805 08:30 AM 0 269 151 420 0 0 0 0 121 156 0 277 0 0 0 0 697 08:45 AM 0 231 148 379 0 0 0 0 94 170 0 264 0 0 0 0 643 Total 0 1122 680 1802 0 0 0 0 509 674 0 1183 0 0 0 0 2985 Grand Total 0 2496 1511 4007 0 0 0 0 1124 1219 0 2343 0 0 0 0 6350 Apprch % 0 62.3 37.7 0 0 0 48 52 0 0 0 0
Total % 0 39.3 23.8 63.1 0 0 0 0 17.7 19.2 0 36.9 0 0 0 0 Tustin Street
Southbound
Orange Tustin Inn Driveway
Westbound
Tustin Street
Northbound
SR-22 Westbound On Ramp
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 07:15 AM
07:15 AM 0 389 195 584 0 0 0 0 127 115 0 242 0 0 0 0 826 07:30 AM 0 355 210 565 0 0 0 0 170 154 0 324 0 0 0 0 889 07:45 AM 0 329 233 562 0 0 0 0 216 161 0 377 0 0 0 0 939 08:00 AM 0 322 195 517 0 0 0 0 143 180 0 323 0 0 0 0 840 Total Volume 0 1395 833 2228 0 0 0 0 656 610 0 1266 0 0 0 0 3494 % App. Total 0 62.6 37.4 0 0 0 51.8 48.2 0 0 0 0
PHF .000 .897 .894 .954 .000 .000 .000 .000 .759 .847 .000 .840 .000 .000 .000 .000 .930 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1195
Attachment 8
2232
File Name : 89_ORN_Tustin_22W AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Orange
N/S: Tustin Street
E/W: SR-22 Westbound On Ramp
Weather: Clear
Tustin Street
SR-22 Westbound On Ramp
Orange Tustin Inn Driveway
Tustin Street
Right
833
Thru
1395
Left
0 Out In Total
610 2228 2838
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
656
Thru
610
Right
0 Out In Total
1395 1266 2661
Left
0 Thru
0 Right
0 Total Out In
1489 0 1489
Peak Hour Begins at 07:15 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:
07:15 AM 07:00 AM 07:30 AM 07:00 AM
+0 mins. 0 389 195 584 0 0 0 0 170 154 0 324 0 0 0 0
+15 mins. 0 355 210 565 0 0 0 0 216 161 0 377 0 0 0 0
+30 mins. 0 329 233 562 0 0 0 0 143 180 0 323 0 0 0 0
+45 mins. 0 322 195 517 0 0 0 0 151 168 0 319 0 0 0 0
Total Volume 0 1395 833 2228 0 0 0 0 680 663 0 1343 0 0 0 0 % App. Total 0 62.6 37.4 0 0 0 50.6 49.4 0 0 0 0
PHF .000 .897 .894 .954 .000 .000 .000 .000 .787 .921 .000 .891 .000 .000 .000 .000 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1196
Attachment 8
2233
File Name : 89_ORN_Tustin_22W PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Orange
N/S: Tustin Street
E/W: SR-22 Westbound On Ramp
Weather: Clear
Groups Printed- Total Volume
Tustin Street
Southbound
Orange Tustin Inn Driveway
Westbound
Tustin Street
Northbound
SR-22 Westbound On
Ramp
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 04:00 PM 0 161 113 274 0 0 0 0 148 374 0 522 0 0 0 0 796 04:15 PM 0 146 88 234 0 0 0 0 142 377 0 519 0 0 0 0 753 04:30 PM 0 148 102 250 0 0 0 0 142 376 0 518 0 0 0 0 768 04:45 PM 0 166 100 266 0 0 0 0 111 373 0 484 0 0 0 0 750 Total 0 621 403 1024 0 0 0 0 543 1500 0 2043 0 0 0 0 3067 05:00 PM 0 173 99 272 0 0 0 0 149 379 0 528 0 0 0 0 800 05:15 PM 0 182 98 280 0 0 0 0 130 391 0 521 0 0 0 0 801 05:30 PM 0 190 68 258 0 0 0 0 142 386 0 528 0 0 0 0 786 05:45 PM 0 169 81 250 0 0 0 0 105 391 0 496 0 0 0 0 746 Total 0 714 346 1060 0 0 0 0 526 1547 0 2073 0 0 0 0 3133 Grand Total 0 1335 749 2084 0 0 0 0 1069 3047 0 4116 0 0 0 0 6200 Apprch % 0 64.1 35.9 0 0 0 26 74 0 0 0 0
Total % 0 21.5 12.1 33.6 0 0 0 0 17.2 49.1 0 66.4 0 0 0 0 Tustin Street
Southbound
Orange Tustin Inn Driveway
Westbound
Tustin Street
Northbound
SR-22 Westbound On Ramp
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 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 166 100 266 0 0 0 0 111 373 0 484 0 0 0 0 750 05:00 PM 0 173 99 272 0 0 0 0 149 379 0 528 0 0 0 0 800 05:15 PM 0 182 98 280 0 0 0 0 130 391 0 521 0 0 0 0 801 05:30 PM 0 190 68 258 0 0 0 0 142 386 0 528 0 0 0 0 786 Total Volume 0 711 365 1076 0 0 0 0 532 1529 0 2061 0 0 0 0 3137 % App. Total 0 66.1 33.9 0 0 0 25.8 74.2 0 0 0 0
PHF .000 .936 .913 .961 .000 .000 .000 .000 .893 .978 .000 .976 .000 .000 .000 .000 .979 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1197
Attachment 8
2234
File Name : 89_ORN_Tustin_22W PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Orange
N/S: Tustin Street
E/W: SR-22 Westbound On Ramp
Weather: Clear
Tustin Street
SR-22 Westbound On Ramp
Orange Tustin Inn Driveway
Tustin Street
Right
365
Thru
711
Left
0 Out In Total
1529 1076 2605
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
532
Thru
1529
Right
0 Out In Total
711 2061 2772
Left
0 Thru
0 Right
0 Total Out In
897 0 897
Peak Hour Begins at 04:45 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 04:00 PM 05:00 PM 04:00 PM
+0 mins. 0 166 100 266 0 0 0 0 149 379 0 528 0 0 0 0
+15 mins. 0 173 99 272 0 0 0 0 130 391 0 521 0 0 0 0
+30 mins. 0 182 98 280 0 0 0 0 142 386 0 528 0 0 0 0
+45 mins. 0 190 68 258 0 0 0 0 105 391 0 496 0 0 0 0
Total Volume 0 711 365 1076 0 0 0 0 526 1547 0 2073 0 0 0 0 % App. Total 0 66.1 33.9 0 0 0 25.4 74.6 0 0 0 0
PHF .000 .936 .913 .961 .000 .000 .000 .000 .883 .989 .000 .982 .000 .000 .000 .000 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1198
Attachment 8
2235
File Name : 90_ORN_Tustin_22E AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Orange
N/S: Tustin Street
E/W: SR-22 EB Off Ramp/Seba Avenue
Weather: Clear
Groups Printed- Total Volume
Tustin Street
Southbound
Seba Avenue
Westbound
Tustin Street
Northbound
SR-22 Eastbound Off Ramp
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 2 299 0 301 3 0 4 7 0 170 0 170 49 2 208 259 737 07:15 AM 2 370 0 372 1 0 6 7 0 200 0 200 59 4 288 351 930 07:30 AM 2 316 0 318 0 0 10 10 0 263 1 264 62 9 269 340 932 07:45 AM 5 321 0 326 3 0 15 18 0 291 1 292 51 2 250 303 939 Total 11 1306 0 1317 7 0 35 42 0 924 2 926 221 17 1015 1253 3538 08:00 AM 13 342 0 355 2 0 12 14 0 242 3 245 72 9 244 325 939 08:15 AM 13 294 0 307 4 0 13 17 0 231 0 231 76 8 251 335 890 08:30 AM 6 261 0 267 6 0 9 15 0 217 2 219 63 8 184 255 756 08:45 AM 7 221 0 228 1 0 7 8 0 192 2 194 79 3 227 309 739 Total 39 1118 0 1157 13 0 41 54 0 882 7 889 290 28 906 1224 3324 Grand Total 50 2424 0 2474 20 0 76 96 0 1806 9 1815 511 45 1921 2477 6862 Apprch % 2 98 0 20.8 0 79.2 0 99.5 0.5 20.6 1.8 77.6
Total % 0.7 35.3 0 36.1 0.3 0 1.1 1.4 0 26.3 0.1 26.5 7.4 0.7 28 36.1 Tustin Street
Southbound
Seba Avenue
Westbound
Tustin Street
Northbound
SR-22 Eastbound Off Ramp
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 07:15 AM
07:15 AM 2 370 0 372 1 0 6 7 0 200 0 200 59 4 288 351 930 07:30 AM 2 316 0 318 0 0 10 10 0 263 1 264 62 9 269 340 932 07:45 AM 5 321 0 326 3 0 15 18 0 291 1 292 51 2 250 303 939 08:00 AM 13 342 0 355 2 0 12 14 0 242 3 245 72 9 244 325 939 Total Volume 22 1349 0 1371 6 0 43 49 0 996 5 1001 244 24 1051 1319 3740 % App. Total 1.6 98.4 0 12.2 0 87.8 0 99.5 0.5 18.5 1.8 79.7 PHF .423 .911 .000 .921 .500 .000 .717 .681 .000 .856 .417 .857 .847 .667 .912 .939 .996 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1199
Attachment 8
2236
File Name : 90_ORN_Tustin_22E AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Orange
N/S: Tustin Street
E/W: SR-22 EB Off Ramp/Seba Avenue
Weather: Clear
Tustin Street
SR-22 Eastbound Off Ramp
Seba Avenue
Tustin Street
Right
0 Thru
1349
Left
22 Out In Total
1283 1371 2654
Right
43 Thru
0 Left
6 Out Total In
51 49 100
Left
0 Thru
996
Right
5 Out In Total
2406 1001 3407
Left
244
Thru
24 Right
1051
Total Out In
0 1319 1319
Peak Hour Begins at 07:15 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:
07:15 AM 07:45 AM 07:30 AM 07:15 AM
+0 mins. 2 370 0 372 3 0 15 18 0 263 1 264 59 4 288 351 +15 mins. 2 316 0 318 2 0 12 14 0 291 1 292 62 9 269 340 +30 mins. 5 321 0 326 4 0 13 17 0 242 3 245 51 2 250 303 +45 mins. 13 342 0 355 6 0 9 15 0 231 0 231 72 9 244 325 Total Volume 22 1349 0 1371 15 0 49 64 0 1027 5 1032 244 24 1051 1319 % App. Total 1.6 98.4 0 23.4 0 76.6 0 99.5 0.5 18.5 1.8 79.7 PHF .423 .911 .000 .921 .625 .000 .817 .889 .000 .882 .417 .884 .847 .667 .912 .939 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1200
Attachment 8
2237
File Name : 90_ORN_Tustin_22E PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Orange
N/S: Tustin Street
E/W: SR-22 EB Off Ramp/Seba Avenue
Weather: Clear
Groups Printed- Total Volume
Tustin Street
Southbound
Seba Avenue
Westbound
Tustin Street
Northbound
SR-22 Eastbound Off Ramp
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 04:00 PM 7 144 0 151 8 0 10 18 0 359 1 360 164 11 142 317 846 04:15 PM 10 155 0 165 7 0 16 23 0 350 2 352 153 16 146 315 855 04:30 PM 17 142 0 159 6 0 18 24 0 359 2 361 144 7 142 293 837 04:45 PM 14 167 0 181 5 0 11 16 0 380 0 380 114 7 123 244 821 Total 48 608 0 656 26 0 55 81 0 1448 5 1453 575 41 553 1169 3359 05:00 PM 12 177 0 189 8 0 21 29 0 382 1 383 108 10 138 256 857 05:15 PM 10 155 0 165 9 0 18 27 0 372 3 375 120 11 162 293 860 05:30 PM 16 208 0 224 6 0 17 23 0 413 0 413 116 13 158 287 947 05:45 PM 14 144 0 158 5 0 24 29 0 344 2 346 123 7 142 272 805 Total 52 684 0 736 28 0 80 108 0 1511 6 1517 467 41 600 1108 3469 Grand Total 100 1292 0 1392 54 0 135 189 0 2959 11 2970 1042 82 1153 2277 6828 Apprch % 7.2 92.8 0 28.6 0 71.4 0 99.6 0.4 45.8 3.6 50.6 Total % 1.5 18.9 0 20.4 0.8 0 2 2.8 0 43.3 0.2 43.5 15.3 1.2 16.9 33.3 Tustin Street
Southbound
Seba Avenue
Westbound
Tustin Street
Northbound
SR-22 Eastbound Off Ramp
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 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 14 167 0 181 5 0 11 16 0 380 0 380 114 7 123 244 821 05:00 PM 12 177 0 189 8 0 21 29 0 382 1 383 108 10 138 256 857 05:15 PM 10 155 0 165 9 0 18 27 0 372 3 375 120 11 162 293 860 05:30 PM 16 208 0 224 6 0 17 23 0 413 0 413 116 13 158 287 947 Total Volume 52 707 0 759 28 0 67 95 0 1547 4 1551 458 41 581 1080 3485 % App. Total 6.9 93.1 0 29.5 0 70.5 0 99.7 0.3 42.4 3.8 53.8 PHF .813 .850 .000 .847 .778 .000 .798 .819 .000 .936 .333 .939 .954 .788 .897 .922 .920 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1201
Attachment 8
2238
File Name : 90_ORN_Tustin_22E PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Orange
N/S: Tustin Street
E/W: SR-22 EB Off Ramp/Seba Avenue
Weather: Clear
Tustin Street
SR-22 Eastbound Off Ramp
Seba Avenue
Tustin Street
Right
0 Thru
707
Left
52 Out In Total
2072 759 2831
Right
67 Thru
0 Left
28 Out Total In
97 95 192
Left
0 Thru
1547
Right
4 Out In Total
1316 1551 2867
Left
458
Thru
41 Right
581
Total Out In
0 1080 1080
Peak Hour Begins at 04:45 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 05:00 PM 04:45 PM 04:00 PM
+0 mins. 14 167 0 181 8 0 21 29 0 380 0 380 164 11 142 317 +15 mins. 12 177 0 189 9 0 18 27 0 382 1 383 153 16 146 315 +30 mins. 10 155 0 165 6 0 17 23 0 372 3 375 144 7 142 293 +45 mins. 16 208 0 224 5 0 24 29 0 413 0 413 114 7 123 244 Total Volume 52 707 0 759 28 0 80 108 0 1547 4 1551 575 41 553 1169 % App. Total 6.9 93.1 0 25.9 0 74.1 0 99.7 0.3 49.2 3.5 47.3 PHF .813 .850 .000 .847 .778 .000 .833 .931 .000 .936 .333 .939 .877 .641 .947 .922 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1202
Attachment 8
2239
File Name : 91_SNA_Tustin_Fairhaven AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Santa Ana
N/S: Tustin Street/Tustin Avenue
E/W: Fairhaven Avenue
Weather: Clear
Groups Printed- Total Volume
Tustin Street
Southbound
Fairhaven Avenue
Westbound
Tustin Avenue
Northbound
Fairhaven Avenue
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 39 455 3 497 44 20 70 134 8 93 12 113 11 27 66 104 848 07:15 AM 59 554 8 621 51 45 85 181 14 108 19 141 14 45 85 144 1087 07:30 AM 61 526 4 591 77 71 112 260 21 123 30 174 17 72 119 208 1233 07:45 AM 67 501 13 581 80 92 139 311 28 138 17 183 16 73 101 190 1265 Total 226 2036 28 2290 252 228 406 886 71 462 78 611 58 217 371 646 4433 08:00 AM 53 520 11 584 81 106 102 289 24 125 23 172 19 57 126 202 1247 08:15 AM 54 479 12 545 68 69 89 226 16 128 20 164 16 56 98 170 1105 08:30 AM 53 399 6 458 54 39 82 175 16 136 19 171 21 50 71 142 946 08:45 AM 49 387 5 441 48 32 61 141 13 109 15 137 17 25 68 110 829 Total 209 1785 34 2028 251 246 334 831 69 498 77 644 73 188 363 624 4127 Grand Total 435 3821 62 4318 503 474 740 1717 140 960 155 1255 131 405 734 1270 8560 Apprch % 10.1 88.5 1.4 29.3 27.6 43.1 11.2 76.5 12.4 10.3 31.9 57.8 Total % 5.1 44.6 0.7 50.4 5.9 5.5 8.6 20.1 1.6 11.2 1.8 14.7 1.5 4.7 8.6 14.8 Tustin Street
Southbound
Fairhaven Avenue
Westbound
Tustin Avenue
Northbound
Fairhaven Avenue
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 61 526 4 591 77 71 112 260 21 123 30 174 17 72 119 208 1233 07:45 AM 67 501 13 581 80 92 139 311 28 138 17 183 16 73 101 190 1265 08:00 AM 53 520 11 584 81 106 102 289 24 125 23 172 19 57 126 202 1247 08:15 AM 54 479 12 545 68 69 89 226 16 128 20 164 16 56 98 170 1105 Total Volume 235 2026 40 2301 306 338 442 1086 89 514 90 693 68 258 444 770 4850 % App. Total 10.2 88 1.7 28.2 31.1 40.7 12.8 74.2 13 8.8 33.5 57.7 PHF .877 .963 .769 .973 .944 .797 .795 .873 .795 .931 .750 .947 .895 .884 .881 .925 .958 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1203
Attachment 8
2240
File Name : 91_SNA_Tustin_Fairhaven AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Santa Ana
N/S: Tustin Street/Tustin Avenue
E/W: Fairhaven Avenue
Weather: Clear
Tustin Street
Fairhaven Avenue
Fairhaven Avenue
Tustin Avenue
Right
40 Thru
2026
Left
235
Out In Total
1024 2301 3325
Right
442
Thru
338
Left
306
Out Total In
583 1086 1669
Left
89 Thru
514
Right
90 Out In Total
2776 693 3469
Left
68 Thru
258
Right
444
Total Out In
467 770 1237
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:
07:15 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 59 554 8 621 77 71 112 260 21 123 30 174 17 72 119 208 +15 mins. 61 526 4 591 80 92 139 311 28 138 17 183 16 73 101 190 +30 mins. 67 501 13 581 81 106 102 289 24 125 23 172 19 57 126 202 +45 mins. 53 520 11 584 68 69 89 226 16 128 20 164 16 56 98 170 Total Volume 240 2101 36 2377 306 338 442 1086 89 514 90 693 68 258 444 770 % App. Total 10.1 88.4 1.5 28.2 31.1 40.7 12.8 74.2 13 8.8 33.5 57.7 PHF .896 .948 .692 .957 .944 .797 .795 .873 .795 .931 .750 .947 .895 .884 .881 .925 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1204
Attachment 8
2241
File Name : 91_SNA_Tustin_Fairhaven PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Santa Ana
N/S: Tustin Street/Tustin Avenue
E/W: Fairhaven Avenue
Weather: Clear
Groups Printed- Total Volume
Tustin Street
Southbound
Fairhaven Avenue
Westbound
Tustin Avenue
Northbound
Fairhaven Avenue
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 04:00 PM 80 189 19 288 46 39 63 148 48 270 27 345 21 44 32 97 878 04:15 PM 84 210 14 308 25 47 50 122 50 277 35 362 18 40 35 93 885 04:30 PM 68 182 21 271 22 55 51 128 48 289 42 379 19 43 37 99 877 04:45 PM 71 205 18 294 20 47 42 109 66 311 33 410 20 32 38 90 903 Total 303 786 72 1161 113 188 206 507 212 1147 137 1496 78 159 142 379 3543 05:00 PM 72 205 32 309 19 56 51 126 61 324 32 417 23 56 37 116 968 05:15 PM 92 198 28 318 30 46 45 121 57 329 21 407 20 52 39 111 957 05:30 PM 92 254 21 367 25 59 58 142 55 311 27 393 17 40 33 90 992 05:45 PM 70 195 14 279 29 54 47 130 58 273 27 358 17 35 46 98 865 Total 326 852 95 1273 103 215 201 519 231 1237 107 1575 77 183 155 415 3782 Grand Total 629 1638 167 2434 216 403 407 1026 443 2384 244 3071 155 342 297 794 7325 Apprch % 25.8 67.3 6.9 21.1 39.3 39.7 14.4 77.6 7.9 19.5 43.1 37.4 Total % 8.6 22.4 2.3 33.2 2.9 5.5 5.6 14 6 32.5 3.3 41.9 2.1 4.7 4.1 10.8 Tustin Street
Southbound
Fairhaven Avenue
Westbound
Tustin Avenue
Northbound
Fairhaven Avenue
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 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 71 205 18 294 20 47 42 109 66 311 33 410 20 32 38 90 903 05:00 PM 72 205 32 309 19 56 51 126 61 324 32 417 23 56 37 116 968 05:15 PM 92 198 28 318 30 46 45 121 57 329 21 407 20 52 39 111 957 05:30 PM 92 254 21 367 25 59 58 142 55 311 27 393 17 40 33 90 992 Total Volume 327 862 99 1288 94 208 196 498 239 1275 113 1627 80 180 147 407 3820 % App. Total 25.4 66.9 7.7 18.9 41.8 39.4 14.7 78.4 6.9 19.7 44.2 36.1 PHF .889 .848 .773 .877 .783 .881 .845 .877 .905 .969 .856 .975 .870 .804 .942 .877 .963 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1205
Attachment 8
2242
File Name : 91_SNA_Tustin_Fairhaven PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Santa Ana
N/S: Tustin Street/Tustin Avenue
E/W: Fairhaven Avenue
Weather: Clear
Tustin Street
Fairhaven Avenue
Fairhaven Avenue
Tustin Avenue
Right
99 Thru
862
Left
327
Out In Total
1551 1288 2839
Right
196
Thru
208
Left
94 Out Total In
620 498 1118
Left
239
Thru
1275
Right
113
Out In Total
1103 1627 2730
Left
80 Thru
180
Right
147
Total Out In
546 407 953
Peak Hour Begins at 04:45 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 05:00 PM 04:45 PM 04:30 PM
+0 mins. 71 205 18 294 19 56 51 126 66 311 33 410 19 43 37 99 +15 mins. 72 205 32 309 30 46 45 121 61 324 32 417 20 32 38 90 +30 mins. 92 198 28 318 25 59 58 142 57 329 21 407 23 56 37 116 +45 mins. 92 254 21 367 29 54 47 130 55 311 27 393 20 52 39 111 Total Volume 327 862 99 1288 103 215 201 519 239 1275 113 1627 82 183 151 416 % App. Total 25.4 66.9 7.7 19.8 41.4 38.7 14.7 78.4 6.9 19.7 44 36.3 PHF .889 .848 .773 .877 .858 .911 .866 .914 .905 .969 .856 .975 .891 .817 .968 .897 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1206
Attachment 8
2243
File Name : 92_SNA_Tustin_Santa Clara AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Santa Ana
N/S: Tustin Avenue
E/W: Santa Clara Avenue
Weather: Clear
Groups Printed- Total Volume
Tustin Avenue
Southbound
Santa Clara Avenue
Westbound
Tustin Avenue
Northbound
Santa Clara Avenue
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 19 509 22 550 18 20 21 59 15 65 13 93 23 34 35 92 794 07:15 AM 31 655 24 710 20 29 32 81 9 78 24 111 16 86 40 142 1044 07:30 AM 24 633 22 679 31 67 32 130 17 92 20 129 33 82 54 169 1107 07:45 AM 26 654 15 695 23 59 29 111 22 101 16 139 19 73 32 124 1069 Total 100 2451 83 2634 92 175 114 381 63 336 73 472 91 275 161 527 4014 08:00 AM 33 661 28 722 30 63 37 130 17 101 20 138 32 61 56 149 1139 08:15 AM 44 652 17 713 34 55 24 113 17 103 18 138 17 39 44 100 1064 08:30 AM 23 473 17 513 19 33 23 75 20 94 13 127 25 31 37 93 808 08:45 AM 25 465 18 508 28 28 19 75 14 91 8 113 29 34 54 117 813 Total 125 2251 80 2456 111 179 103 393 68 389 59 516 103 165 191 459 3824 Grand Total 225 4702 163 5090 203 354 217 774 131 725 132 988 194 440 352 986 7838 Apprch % 4.4 92.4 3.2 26.2 45.7 28 13.3 73.4 13.4 19.7 44.6 35.7 Total % 2.9 60 2.1 64.9 2.6 4.5 2.8 9.9 1.7 9.2 1.7 12.6 2.5 5.6 4.5 12.6 Tustin Avenue
Southbound
Santa Clara Avenue
Westbound
Tustin Avenue
Northbound
Santa Clara Avenue
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 24 633 22 679 31 67 32 130 17 92 20 129 33 82 54 169 1107 07:45 AM 26 654 15 695 23 59 29 111 22 101 16 139 19 73 32 124 1069 08:00 AM 33 661 28 722 30 63 37 130 17 101 20 138 32 61 56 149 1139 08:15 AM 44 652 17 713 34 55 24 113 17 103 18 138 17 39 44 100 1064 Total Volume 127 2600 82 2809 118 244 122 484 73 397 74 544 101 255 186 542 4379 % App. Total 4.5 92.6 2.9 24.4 50.4 25.2 13.4 73 13.6 18.6 47 34.3 PHF .722 .983 .732 .973 .868 .910 .824 .931 .830 .964 .925 .978 .765 .777 .830 .802 .961 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1207
Attachment 8
2244
File Name : 92_SNA_Tustin_Santa Clara AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Santa Ana
N/S: Tustin Avenue
E/W: Santa Clara Avenue
Weather: Clear
Tustin Avenue
Santa Clara Avenue
Santa Clara Avenue
Tustin Avenue
Right
82 Thru
2600
Left
127
Out In Total
620 2809 3429
Right
122
Thru
244
Left
118
Out Total In
456 484 940
Left
73 Thru
397
Right
74 Out In Total
2904 544 3448
Left
101
Thru
255
Right
186
Total Out In
399 542 941
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 07:15 AM
+0 mins. 24 633 22 679 31 67 32 130 17 92 20 129 16 86 40 142 +15 mins. 26 654 15 695 23 59 29 111 22 101 16 139 33 82 54 169 +30 mins. 33 661 28 722 30 63 37 130 17 101 20 138 19 73 32 124 +45 mins. 44 652 17 713 34 55 24 113 17 103 18 138 32 61 56 149 Total Volume 127 2600 82 2809 118 244 122 484 73 397 74 544 100 302 182 584 % App. Total 4.5 92.6 2.9 24.4 50.4 25.2 13.4 73 13.6 17.1 51.7 31.2 PHF .722 .983 .732 .973 .868 .910 .824 .931 .830 .964 .925 .978 .758 .878 .813 .864 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1208
Attachment 8
2245
File Name : 92_SNA_Tustin_Santa Clara PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Santa Ana
N/S: Tustin Avenue
E/W: Santa Clara Avenue
Weather: Clear
Groups Printed- Total Volume
Tustin Avenue
Southbound
Santa Clara Avenue
Westbound
Tustin Avenue
Northbound
Santa Clara Avenue
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 04:00 PM 34 318 34 386 35 26 22 83 40 197 26 263 19 41 28 88 820 04:15 PM 53 301 29 383 29 31 28 88 32 182 30 244 14 45 30 89 804 04:30 PM 47 358 26 431 31 44 44 119 38 174 32 244 16 52 22 90 884 04:45 PM 44 349 18 411 23 40 32 95 32 197 31 260 15 47 24 86 852 Total 178 1326 107 1611 118 141 126 385 142 750 119 1011 64 185 104 353 3360 05:00 PM 37 372 30 439 28 40 30 98 37 199 29 265 17 45 40 102 904 05:15 PM 55 365 26 446 43 33 42 118 56 219 29 304 13 48 27 88 956 05:30 PM 41 344 17 402 34 50 32 116 36 203 24 263 16 52 33 101 882 05:45 PM 40 304 26 370 34 39 24 97 47 213 23 283 15 33 25 73 823 Total 173 1385 99 1657 139 162 128 429 176 834 105 1115 61 178 125 364 3565 Grand Total 351 2711 206 3268 257 303 254 814 318 1584 224 2126 125 363 229 717 6925 Apprch % 10.7 83 6.3 31.6 37.2 31.2 15 74.5 10.5 17.4 50.6 31.9 Total % 5.1 39.1 3 47.2 3.7 4.4 3.7 11.8 4.6 22.9 3.2 30.7 1.8 5.2 3.3 10.4 Tustin Avenue
Southbound
Santa Clara Avenue
Westbound
Tustin Avenue
Northbound
Santa Clara Avenue
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 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 47 358 26 431 31 44 44 119 38 174 32 244 16 52 22 90 884 04:45 PM 44 349 18 411 23 40 32 95 32 197 31 260 15 47 24 86 852 05:00 PM 37 372 30 439 28 40 30 98 37 199 29 265 17 45 40 102 904 05:15 PM 55 365 26 446 43 33 42 118 56 219 29 304 13 48 27 88 956 Total Volume 183 1444 100 1727 125 157 148 430 163 789 121 1073 61 192 113 366 3596 % App. Total 10.6 83.6 5.8 29.1 36.5 34.4 15.2 73.5 11.3 16.7 52.5 30.9 PHF .832 .970 .833 .968 .727 .892 .841 .903 .728 .901 .945 .882 .897 .923 .706 .897 .940 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1209
Attachment 8
2246
File Name : 92_SNA_Tustin_Santa Clara PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Santa Ana
N/S: Tustin Avenue
E/W: Santa Clara Avenue
Weather: Clear
Tustin Avenue
Santa Clara Avenue
Santa Clara Avenue
Tustin Avenue
Right
100
Thru
1444
Left
183
Out In Total
998 1727 2725
Right
148
Thru
157
Left
125
Out Total In
496 430 926
Left
163
Thru
789
Right
121
Out In Total
1682 1073 2755
Left
61 Thru
192
Right
113
Total Out In
420 366 786
Peak Hour Begins at 04:30 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:
04:30 PM 04:30 PM 05:00 PM 04:45 PM
+0 mins. 47 358 26 431 31 44 44 119 37 199 29 265 15 47 24 86 +15 mins. 44 349 18 411 23 40 32 95 56 219 29 304 17 45 40 102 +30 mins. 37 372 30 439 28 40 30 98 36 203 24 263 13 48 27 88 +45 mins. 55 365 26 446 43 33 42 118 47 213 23 283 16 52 33 101 Total Volume 183 1444 100 1727 125 157 148 430 176 834 105 1115 61 192 124 377 % App. Total 10.6 83.6 5.8 29.1 36.5 34.4 15.8 74.8 9.4 16.2 50.9 32.9 PHF .832 .970 .833 .968 .727 .892 .841 .903 .786 .952 .905 .917 .897 .923 .775 .924 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1210
Attachment 8
2247
File Name : 93_SNA_Tustin_17th St AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Santa Ana
N/S: Tustin Avenue
E/W: 17th Street
Weather: Clear
Groups Printed- Total Volume
Tustin Avenue
Southbound
17th Street
Westbound
Tustin Avenue
Northbound
17th 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 147 328 3 478 79 95 23 197 21 35 45 101 23 118 17 158 934 07:15 AM 133 414 1 548 77 131 33 241 20 41 55 116 32 228 22 282 1187 07:30 AM 174 475 6 655 79 147 28 254 26 41 61 128 27 216 22 265 1302 07:45 AM 123 408 1 532 139 227 51 417 25 54 58 137 46 188 26 260 1346 Total 577 1625 11 2213 374 600 135 1109 92 171 219 482 128 750 87 965 4769 08:00 AM 154 454 5 613 131 201 51 383 27 56 47 130 53 199 33 285 1411 08:15 AM 151 400 7 558 139 195 58 392 33 47 70 150 61 135 45 241 1341 08:30 AM 128 288 10 426 122 145 40 307 28 65 40 133 45 124 35 204 1070 08:45 AM 117 314 9 440 142 176 47 365 37 44 45 126 46 132 35 213 1144 Total 550 1456 31 2037 534 717 196 1447 125 212 202 539 205 590 148 943 4966 Grand Total 1127 3081 42 4250 908 1317 331 2556 217 383 421 1021 333 1340 235 1908 9735 Apprch % 26.5 72.5 1 35.5 51.5 12.9 21.3 37.5 41.2 17.5 70.2 12.3 Total % 11.6 31.6 0.4 43.7 9.3 13.5 3.4 26.3 2.2 3.9 4.3 10.5 3.4 13.8 2.4 19.6 Tustin Avenue
Southbound
17th Street
Westbound
Tustin Avenue
Northbound
17th 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 174 475 6 655 79 147 28 254 26 41 61 128 27 216 22 265 1302 07:45 AM 123 408 1 532 139 227 51 417 25 54 58 137 46 188 26 260 1346 08:00 AM 154 454 5 613 131 201 51 383 27 56 47 130 53 199 33 285 1411 08:15 AM 151 400 7 558 139 195 58 392 33 47 70 150 61 135 45 241 1341 Total Volume 602 1737 19 2358 488 770 188 1446 111 198 236 545 187 738 126 1051 5400 % App. Total 25.5 73.7 0.8 33.7 53.3 13 20.4 36.3 43.3 17.8 70.2 12 PHF .865 .914 .679 .900 .878 .848 .810 .867 .841 .884 .843 .908 .766 .854 .700 .922 .957 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1211
Attachment 8
2248
File Name : 93_SNA_Tustin_17th St AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Santa Ana
N/S: Tustin Avenue
E/W: 17th Street
Weather: Clear
Tustin Avenue
17th Street
17th Street
Tustin Avenue
Right
19 Thru
1737
Left
602
Out In Total
573 2358 2931
Right
188
Thru
770
Left
488
Out Total In
1576 1446 3022
Left
111
Thru
198
Right
236
Out In Total
2351 545 2896
Left
187
Thru
738
Right
126
Total Out In
900 1051 1951
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 07:45 AM 07:45 AM 07:15 AM
+0 mins. 174 475 6 655 139 227 51 417 25 54 58 137 32 228 22 282 +15 mins. 123 408 1 532 131 201 51 383 27 56 47 130 27 216 22 265 +30 mins. 154 454 5 613 139 195 58 392 33 47 70 150 46 188 26 260 +45 mins. 151 400 7 558 122 145 40 307 28 65 40 133 53 199 33 285 Total Volume 602 1737 19 2358 531 768 200 1499 113 222 215 550 158 831 103 1092 % App. Total 25.5 73.7 0.8 35.4 51.2 13.3 20.5 40.4 39.1 14.5 76.1 9.4 PHF .865 .914 .679 .900 .955 .846 .862 .899 .856 .854 .768 .917 .745 .911 .780 .958 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1212
Attachment 8
2249
File Name : 93_SNA_Tustin_17th St PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Santa Ana
N/S: Tustin Avenue
E/W: 17th Street
Weather: Clear
Groups Printed- Total Volume
Tustin Avenue
Southbound
17th Street
Westbound
Tustin Avenue
Northbound
17th 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 04:00 PM 73 93 7 173 47 193 90 330 58 224 106 388 103 163 29 295 1186 04:15 PM 69 73 12 154 51 229 101 381 50 177 72 299 98 166 30 294 1128 04:30 PM 89 92 10 191 58 176 109 343 68 233 110 411 125 197 32 354 1299 04:45 PM 80 76 6 162 64 237 111 412 52 189 84 325 103 211 19 333 1232 Total 311 334 35 680 220 835 411 1466 228 823 372 1423 429 737 110 1276 4845 05:00 PM 90 92 9 191 46 160 108 314 57 238 169 464 115 244 29 388 1357 05:15 PM 87 111 12 210 61 180 91 332 39 266 113 418 101 220 38 359 1319 05:30 PM 89 88 12 189 48 205 88 341 47 176 102 325 129 219 37 385 1240 05:45 PM 89 101 18 208 49 186 88 323 44 207 88 339 94 180 24 298 1168 Total 355 392 51 798 204 731 375 1310 187 887 472 1546 439 863 128 1430 5084 Grand Total 666 726 86 1478 424 1566 786 2776 415 1710 844 2969 868 1600 238 2706 9929 Apprch % 45.1 49.1 5.8 15.3 56.4 28.3 14 57.6 28.4 32.1 59.1 8.8 Total % 6.7 7.3 0.9 14.9 4.3 15.8 7.9 28 4.2 17.2 8.5 29.9 8.7 16.1 2.4 27.3 Tustin Avenue
Southbound
17th Street
Westbound
Tustin Avenue
Northbound
17th 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 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 89 92 10 191 58 176 109 343 68 233 110 411 125 197 32 354 1299 04:45 PM 80 76 6 162 64 237 111 412 52 189 84 325 103 211 19 333 1232 05:00 PM 90 92 9 191 46 160 108 314 57 238 169 464 115 244 29 388 1357 05:15 PM 87 111 12 210 61 180 91 332 39 266 113 418 101 220 38 359 1319 Total Volume 346 371 37 754 229 753 419 1401 216 926 476 1618 444 872 118 1434 5207 % App. Total 45.9 49.2 4.9 16.3 53.7 29.9 13.3 57.2 29.4 31 60.8 8.2 PHF .961 .836 .771 .898 .895 .794 .944 .850 .794 .870 .704 .872 .888 .893 .776 .924 .959 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1213
Attachment 8
2250
File Name : 93_SNA_Tustin_17th St PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Santa Ana
N/S: Tustin Avenue
E/W: 17th Street
Weather: Clear
Tustin Avenue
17th Street
17th Street
Tustin Avenue
Right
37 Thru
371
Left
346
Out In Total
1789 754 2543
Right
419
Thru
753
Left
229
Out Total In
1694 1401 3095
Left
216
Thru
926
Right
476
Out In Total
718 1618 2336
Left
444
Thru
872
Right
118
Total Out In
1006 1434 2440
Peak Hour Begins at 04:30 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:
05:00 PM 04:00 PM 04:30 PM 04:45 PM
+0 mins. 90 92 9 191 47 193 90 330 68 233 110 411 103 211 19 333 +15 mins. 87 111 12 210 51 229 101 381 52 189 84 325 115 244 29 388 +30 mins. 89 88 12 189 58 176 109 343 57 238 169 464 101 220 38 359 +45 mins. 89 101 18 208 64 237 111 412 39 266 113 418 129 219 37 385 Total Volume 355 392 51 798 220 835 411 1466 216 926 476 1618 448 894 123 1465 % App. Total 44.5 49.1 6.4 15 57 28 13.3 57.2 29.4 30.6 61 8.4 PHF .986 .883 .708 .950 .859 .881 .926 .890 .794 .870 .704 .872 .868 .916 .809 .944 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1214
Attachment 8
2251
File Name : 94_SNA_Tustin_4th St AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Santa Ana
N/S: Tustin Avenue
E/W: 4th Street
Weather: Clear
Groups Printed- Total Volume
Tustin Avenue
Southbound
4th Street
Westbound
Tustin Avenue
Northbound
4th 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 177 130 38 345 10 64 56 130 5 40 33 78 13 87 5 105 658 07:15 AM 185 164 39 388 23 92 63 178 9 43 32 84 31 130 12 173 823 07:30 AM 178 258 72 508 25 152 64 241 13 53 48 114 21 198 3 222 1085 07:45 AM 155 203 74 432 27 150 104 281 13 67 68 148 22 208 5 235 1096 Total 695 755 223 1673 85 458 287 830 40 203 181 424 87 623 25 735 3662 08:00 AM 156 191 63 410 20 131 96 247 10 67 57 134 38 161 12 211 1002 08:15 AM 175 193 53 421 31 146 112 289 12 58 46 116 33 109 8 150 976 08:30 AM 168 151 55 374 26 132 87 245 15 71 49 135 32 104 13 149 903 08:45 AM 131 135 64 330 17 146 85 248 10 54 25 89 38 108 13 159 826 Total 630 670 235 1535 94 555 380 1029 47 250 177 474 141 482 46 669 3707 Grand Total 1325 1425 458 3208 179 1013 667 1859 87 453 358 898 228 1105 71 1404 7369 Apprch % 41.3 44.4 14.3 9.6 54.5 35.9 9.7 50.4 39.9 16.2 78.7 5.1 Total % 18 19.3 6.2 43.5 2.4 13.7 9.1 25.2 1.2 6.1 4.9 12.2 3.1 15 1 19.1 Tustin Avenue
Southbound
4th Street
Westbound
Tustin Avenue
Northbound
4th 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 178 258 72 508 25 152 64 241 13 53 48 114 21 198 3 222 1085 07:45 AM 155 203 74 432 27 150 104 281 13 67 68 148 22 208 5 235 1096 08:00 AM 156 191 63 410 20 131 96 247 10 67 57 134 38 161 12 211 1002 08:15 AM 175 193 53 421 31 146 112 289 12 58 46 116 33 109 8 150 976 Total Volume 664 845 262 1771 103 579 376 1058 48 245 219 512 114 676 28 818 4159 % App. Total 37.5 47.7 14.8 9.7 54.7 35.5 9.4 47.9 42.8 13.9 82.6 3.4 PHF .933 .819 .885 .872 .831 .952 .839 .915 .923 .914 .805 .865 .750 .813 .583 .870 .949 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1215
Attachment 8
2252
File Name : 94_SNA_Tustin_4th St AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Santa Ana
N/S: Tustin Avenue
E/W: 4th Street
Weather: Clear
Tustin Avenue
4th Street
4th Street
Tustin Avenue
Right
262
Thru
845
Left
664
Out In Total
735 1771 2506
Right
376
Thru
579
Left
103
Out Total In
1559 1058 2617
Left
48 Thru
245
Right
219
Out In Total
976 512 1488
Left
114
Thru
676
Right
28 Total Out In
889 818 1707
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 07:45 AM 07:45 AM 07:15 AM
+0 mins. 178 258 72 508 27 150 104 281 13 67 68 148 31 130 12 173 +15 mins. 155 203 74 432 20 131 96 247 10 67 57 134 21 198 3 222 +30 mins. 156 191 63 410 31 146 112 289 12 58 46 116 22 208 5 235 +45 mins. 175 193 53 421 26 132 87 245 15 71 49 135 38 161 12 211 Total Volume 664 845 262 1771 104 559 399 1062 50 263 220 533 112 697 32 841 % App. Total 37.5 47.7 14.8 9.8 52.6 37.6 9.4 49.3 41.3 13.3 82.9 3.8 PHF .933 .819 .885 .872 .839 .932 .891 .919 .833 .926 .809 .900 .737 .838 .667 .895 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1216
Attachment 8
2253
File Name : 94_SNA_Tustin_4th St PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Santa Ana
N/S: Tustin Avenue
E/W: 4th Street
Weather: Clear
Groups Printed- Total Volume
Tustin Street
Southbound
Tustin Avenue
Westbound
Tustin Street
Northbound
Tustin Avenue
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 04:00 PM 100 89 30 219 29 160 59 248 21 145 26 192 41 152 7 200 859 04:15 PM 98 96 23 217 23 222 101 346 19 156 40 215 71 155 21 247 1025 04:30 PM 87 74 34 195 14 69 115 198 14 140 30 184 43 118 10 171 748 04:45 PM 118 79 37 234 22 180 103 305 14 137 41 192 51 164 13 228 959 Total 403 338 124 865 88 631 378 1097 68 578 137 783 206 589 51 846 3591 05:00 PM 109 86 34 229 18 124 77 219 15 166 56 237 40 163 5 208 893 05:15 PM 105 89 35 229 23 139 93 255 12 137 46 195 42 149 6 197 876 05:30 PM 127 85 18 230 25 153 94 272 14 158 51 223 47 166 9 222 947 05:45 PM 92 70 27 189 26 154 83 263 7 145 58 210 42 115 6 163 825 Total 433 330 114 877 92 570 347 1009 48 606 211 865 171 593 26 790 3541 Grand Total 836 668 238 1742 180 1201 725 2106 116 1184 348 1648 377 1182 77 1636 7132 Apprch % 48 38.3 13.7 8.5 57 34.4 7 71.8 21.1 23 72.2 4.7 Total % 11.7 9.4 3.3 24.4 2.5 16.8 10.2 29.5 1.6 16.6 4.9 23.1 5.3 16.6 1.1 22.9 Tustin Street
Southbound
Tustin Avenue
Westbound
Tustin Street
Northbound
Tustin Avenue
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 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 118 79 37 234 22 180 103 305 14 137 41 192 51 164 13 228 959 05:00 PM 109 86 34 229 18 124 77 219 15 166 56 237 40 163 5 208 893 05:15 PM 105 89 35 229 23 139 93 255 12 137 46 195 42 149 6 197 876 05:30 PM 127 85 18 230 25 153 94 272 14 158 51 223 47 166 9 222 947 Total Volume 459 339 124 922 88 596 367 1051 55 598 194 847 180 642 33 855 3675 % App. Total 49.8 36.8 13.4 8.4 56.7 34.9 6.5 70.6 22.9 21.1 75.1 3.9 PHF .904 .952 .838 .985 .880 .828 .891 .861 .917 .901 .866 .893 .882 .967 .635 .938 .958 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1217
Attachment 8
2254
File Name : 94_SNA_Tustin_4th St PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Santa Ana
N/S: Tustin Avenue
E/W: 4th Street
Weather: Clear
Tustin Street
Tustin Avenue
Tustin Avenue
Tustin Street
Right
124
Thru
339
Left
459
Out In Total
1145 922 2067
Right
367
Thru
596
Left
88 Out Total In
1295 1051 2346
Left
55 Thru
598
Right
194
Out In Total
460 847 1307
Left
180
Thru
642
Right
33 Total Out In
775 855 1630
Peak Hour Begins at 04:45 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 04:00 PM 05:00 PM 04:45 PM
+0 mins. 118 79 37 234 29 160 59 248 15 166 56 237 51 164 13 228 +15 mins. 109 86 34 229 23 222 101 346 12 137 46 195 40 163 5 208 +30 mins. 105 89 35 229 14 69 115 198 14 158 51 223 42 149 6 197 +45 mins. 127 85 18 230 22 180 103 305 7 145 58 210 47 166 9 222 Total Volume 459 339 124 922 88 631 378 1097 48 606 211 865 180 642 33 855 % App. Total 49.8 36.8 13.4 8 57.5 34.5 5.5 70.1 24.4 21.1 75.1 3.9 PHF .904 .952 .838 .985 .759 .711 .822 .793 .800 .913 .909 .912 .882 .967 .635 .938 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1218
Attachment 8
2255
File Name : 95_SNA_55S_Edinger AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Santa Ana
N/S: Auto Mall Dr/SR-55 Southbound Ramps
E/W: Edinger Avenue
Weather: Clear
Groups Printed- Total Volume
Auto Mall Drive
Southbound
Edinger Avenue
Westbound
SR-55 Southbound Ramps
Northbound
Edinger Avenue
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 7 0 4 11 56 126 14 196 109 24 117 250 7 261 81 349 806 07:15 AM 11 8 1 20 70 182 29 281 121 15 137 273 6 260 194 460 1034 07:30 AM 16 10 3 29 91 230 25 346 109 18 135 262 3 294 106 403 1040 07:45 AM 8 5 2 15 129 269 34 432 91 12 130 233 3 302 58 363 1043 Total 42 23 10 75 346 807 102 1255 430 69 519 1018 19 1117 439 1575 3923 08:00 AM 15 7 2 24 109 259 35 403 100 18 96 214 16 248 50 314 955 08:15 AM 23 6 2 31 93 269 32 394 86 15 90 191 4 244 62 310 926 08:30 AM 10 5 3 18 88 220 25 333 76 10 88 174 8 256 93 357 882 08:45 AM 19 12 7 38 95 226 29 350 78 23 100 201 6 225 73 304 893 Total 67 30 14 111 385 974 121 1480 340 66 374 780 34 973 278 1285 3656 Grand Total 109 53 24 186 731 1781 223 2735 770 135 893 1798 53 2090 717 2860 7579 Apprch % 58.6 28.5 12.9 26.7 65.1 8.2 42.8 7.5 49.7 1.9 73.1 25.1 Total % 1.4 0.7 0.3 2.5 9.6 23.5 2.9 36.1 10.2 1.8 11.8 23.7 0.7 27.6 9.5 37.7 Auto Mall Drive
Southbound
Edinger Avenue
Westbound
SR-55 Southbound Ramps
Northbound
Edinger Avenue
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 07:15 AM
07:15 AM 11 8 1 20 70 182 29 281 121 15 137 273 6 260 194 460 1034 07:30 AM 16 10 3 29 91 230 25 346 109 18 135 262 3 294 106 403 1040 07:45 AM 8 5 2 15 129 269 34 432 91 12 130 233 3 302 58 363 1043 08:00 AM 15 7 2 24 109 259 35 403 100 18 96 214 16 248 50 314 955 Total Volume 50 30 8 88 399 940 123 1462 421 63 498 982 28 1104 408 1540 4072 % App. Total 56.8 34.1 9.1 27.3 64.3 8.4 42.9 6.4 50.7 1.8 71.7 26.5 PHF .781 .750 .667 .759 .773 .874 .879 .846 .870 .875 .909 .899 .438 .914 .526 .837 .976 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1219
Attachment 8
2256
File Name : 95_SNA_55S_Edinger AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Santa Ana
N/S: Auto Mall Dr/SR-55 Southbound Ramps
E/W: Edinger Avenue
Weather: Clear
Auto Mall Drive
Edinger Avenue
Edinger Avenue
SR-55 Southbound Ramps
Right
8 Thru
30 Left
50 Out In Total
214 88 302
Right
123
Thru
940
Left
399
Out Total In
1652 1462 3114
Left
421
Thru
63 Right
498
Out In Total
837 982 1819
Left
28 1104
Thru Right
408
Total Out In
1369 1540 2909
Peak Hour Begins at 07:15 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:
08:00 AM 07:30 AM 07:00 AM 07:00 AM
+0 mins. 15 7 2 24 91 230 25 346 109 24 117 250 7 261 81 349 +15 mins. 23 6 2 31 129 269 34 432 121 15 137 273 6 260 194 460 +30 mins. 10 5 3 18 109 259 35 403 109 18 135 262 3 294 106 403 +45 mins. 19 12 7 38 93 269 32 394 91 12 130 233 3 302 58 363 Total Volume 67 30 14 111 422 1027 126 1575 430 69 519 1018 19 1117 439 1575 % App. Total 60.4 27 12.6 26.8 65.2 8 42.2 6.8 51 1.2 70.9 27.9 PHF .728 .625 .500 .730 .818 .954 .900 .911 .888 .719 .947 .932 .679 .925 .566 .856 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1220
Attachment 8
2257
File Name : 95_SNA_55S_Edinger PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Santa Ana
N/S: Auto Mall Dr/SR-55 Southbound Ramps
E/W: Edinger Avenue
Weather: Clear
Groups Printed- Total Volume
Auto Mall Drive
Southbound
Edinger Avenue
Westbound
SR-55 Southbound Ramps
Northbound
Edinger Avenue
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 04:00 PM 24 15 8 47 82 265 29 376 76 7 64 147 7 290 78 375 945 04:15 PM 25 7 7 39 61 248 23 332 79 8 59 146 12 226 62 300 817 04:30 PM 14 11 6 31 85 233 22 340 97 11 72 180 7 251 80 338 889 04:45 PM 26 12 8 46 97 210 27 334 86 5 82 173 6 239 73 318 871 Total 89 45 29 163 325 956 101 1382 338 31 277 646 32 1006 293 1331 3522 05:00 PM 39 19 8 66 96 218 27 341 89 5 85 179 13 322 103 438 1024 05:15 PM 21 9 11 41 78 252 25 355 95 12 97 204 12 296 73 381 981 05:30 PM 24 10 10 44 114 323 41 478 107 8 134 249 4 401 105 510 1281 05:45 PM 14 8 5 27 34 110 12 156 49 5 67 121 4 121 43 168 472 Total 98 46 34 178 322 903 105 1330 340 30 383 753 33 1140 324 1497 3758 Grand Total 187 91 63 341 647 1859 206 2712 678 61 660 1399 65 2146 617 2828 7280 Apprch % 54.8 26.7 18.5 23.9 68.5 7.6 48.5 4.4 47.2 2.3 75.9 21.8 Total % 2.6 1.2 0.9 4.7 8.9 25.5 2.8 37.3 9.3 0.8 9.1 19.2 0.9 29.5 8.5 38.8 Auto Mall Drive
Southbound
Edinger Avenue
Westbound
SR-55 Southbound Ramps
Northbound
Edinger Avenue
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 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 26 12 8 46 97 210 27 334 86 5 82 173 6 239 73 318 871 05:00 PM 39 19 8 66 96 218 27 341 89 5 85 179 13 322 103 438 1024 05:15 PM 21 9 11 41 78 252 25 355 95 12 97 204 12 296 73 381 981 05:30 PM 24 10 10 44 114 323 41 478 107 8 134 249 4 401 105 510 1281 Total Volume 110 50 37 197 385 1003 120 1508 377 30 398 805 35 1258 354 1647 4157 % App. Total 55.8 25.4 18.8 25.5 66.5 8 46.8 3.7 49.4 2.1 76.4 21.5 PHF .705 .658 .841 .746 .844 .776 .732 .789 .881 .625 .743 .808 .673 .784 .843 .807 .811 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1221
Attachment 8
2258
File Name : 95_SNA_55S_Edinger PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Santa Ana
N/S: Auto Mall Dr/SR-55 Southbound Ramps
E/W: Edinger Avenue
Weather: Clear
Auto Mall Drive
Edinger Avenue
Edinger Avenue
SR-55 Southbound Ramps
Right
37 Thru
50 Left
110
Out In Total
185 197 382
Right
120
Thru
1003
Left
385
Out Total In
1766 1508 3274
Left
377
Thru
30 Right
398
Out In Total
789 805 1594
Left
35 1258
Thru Right
354
Total Out In
1417 1647 3064
Peak Hour Begins at 04:45 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 04:45 PM 04:45 PM
+0 mins. 26 12 8 46 97 210 27 334 86 5 82 173 6 239 73 318 +15 mins. 39 19 8 66 96 218 27 341 89 5 85 179 13 322 103 438 +30 mins. 21 9 11 41 78 252 25 355 95 12 97 204 12 296 73 381 +45 mins. 24 10 10 44 114 323 41 478 107 8 134 249 4 401 105 510 Total Volume 110 50 37 197 385 1003 120 1508 377 30 398 805 35 1258 354 1647 % App. Total 55.8 25.4 18.8 25.5 66.5 8 46.8 3.7 49.4 2.1 76.4 21.5 PHF .705 .658 .841 .746 .844 .776 .732 .789 .881 .625 .743 .808 .673 .784 .843 .807 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1222
Attachment 8
2259
File Name : 96_TUS_Newport_55N AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Tustin
N/S: Newport Avenue
E/W: SR-55 NB Ramps/Del Amo Avenue
Weather: Clear
Groups Printed- Total Volume
Newport Avenue
Southbound
Del Amo Avenue
Westbound
Newport Avenue
Northbound
SR-55 Northbound Ramps
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 5 63 114 182 4 35 1 40 49 19 3 71 20 8 10 38 331 07:15 AM 3 87 136 226 4 43 1 48 54 11 6 71 53 22 20 95 440 07:30 AM 3 100 143 246 2 48 3 53 56 14 2 72 52 35 30 117 488 07:45 AM 2 104 116 222 4 68 1 73 63 14 2 79 66 46 48 160 534 Total 13 354 509 876 14 194 6 214 222 58 13 293 191 111 108 410 1793 08:00 AM 2 73 114 189 0 46 0 46 50 16 6 72 77 29 35 141 448 08:15 AM 7 67 131 205 2 61 0 63 58 16 28 102 58 43 33 134 504 08:30 AM 8 49 103 160 3 34 1 38 57 20 13 90 48 47 33 128 416 08:45 AM 6 44 120 170 5 42 2 49 38 15 15 68 69 55 34 158 445 Total 23 233 468 724 10 183 3 196 203 67 62 332 252 174 135 561 1813 Grand Total 36 587 977 1600 24 377 9 410 425 125 75 625 443 285 243 971 3606 Apprch % 2.2 36.7 61.1 5.9 92 2.2 68 20 12 45.6 29.4 25 Total % 1 16.3 27.1 44.4 0.7 10.5 0.2 11.4 11.8 3.5 2.1 17.3 12.3 7.9 6.7 26.9 Newport Avenue
Southbound
Del Amo Avenue
Westbound
Newport Avenue
Northbound
SR-55 Northbound Ramps
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 3 100 143 246 2 48 3 53 56 14 2 72 52 35 30 117 488 07:45 AM 2 104 116 222 4 68 1 73 63 14 2 79 66 46 48 160 534 08:00 AM 2 73 114 189 0 46 0 46 50 16 6 72 77 29 35 141 448 08:15 AM 7 67 131 205 2 61 0 63 58 16 28 102 58 43 33 134 504 Total Volume 14 344 504 862 8 223 4 235 227 60 38 325 253 153 146 552 1974 % App. Total 1.6 39.9 58.5 3.4 94.9 1.7 69.8 18.5 11.7 45.8 27.7 26.4 PHF .500 .827 .881 .876 .500 .820 .333 .805 .901 .938 .339 .797 .821 .832 .760 .863 .924 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1223
Attachment 8
2260
File Name : 96_TUS_Newport_55N AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Tustin
N/S: Newport Avenue
E/W: SR-55 NB Ramps/Del Amo Avenue
Weather: Clear
Newport Avenue
SR-55 Northbound Ramps
Del Amo Avenue
Newport Avenue
Right
504
Thru
344
Left
14 Out In Total
317 862 1179
Right
4 Thru
223
Left
8 Out Total In
205 235 440
Left
227
Thru
60 Right
38 Out In Total
498 325 823
Left
253
Thru
153
Right
146
Total Out In
954 552 1506
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:
07:15 AM 07:30 AM 07:45 AM 07:45 AM
+0 mins. 3 87 136 226 2 48 3 53 63 14 2 79 66 46 48 160 +15 mins. 3 100 143 246 4 68 1 73 50 16 6 72 77 29 35 141 +30 mins. 2 104 116 222 0 46 0 46 58 16 28 102 58 43 33 134 +45 mins. 2 73 114 189 2 61 0 63 57 20 13 90 48 47 33 128 Total Volume 10 364 509 883 8 223 4 235 228 66 49 343 249 165 149 563 % App. Total 1.1 41.2 57.6 3.4 94.9 1.7 66.5 19.2 14.3 44.2 29.3 26.5 PHF .833 .875 .890 .897 .500 .820 .333 .805 .905 .825 .438 .841 .808 .878 .776 .880 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1224
Attachment 8
2261
File Name : 96_TUS_Newport_55N PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Tustin
N/S: Newport Avenue
E/W: SR-55 NB Ramps/Del Amo Avenue
Weather: Clear
Groups Printed- Total Volume
Newport Avenue
Southbound
Del Amo Avenue
Westbound
Newport Avenue
Northbound
SR-55 Northbound Ramps
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 04:00 PM 1 25 86 112 10 121 2 133 130 58 12 200 28 8 7 43 488 04:15 PM 4 26 94 124 6 88 2 96 164 48 11 223 19 10 6 35 478 04:30 PM 0 27 92 119 4 88 3 95 151 51 6 208 26 3 7 36 458 04:45 PM 1 23 93 117 3 74 5 82 117 30 6 153 26 10 3 39 391 Total 6 101 365 472 23 371 12 406 562 187 35 784 99 31 23 153 1815 05:00 PM 3 21 94 118 10 98 6 114 151 45 11 207 33 13 5 51 490 05:15 PM 3 18 82 103 4 87 4 95 149 46 11 206 24 15 3 42 446 05:30 PM 0 14 71 85 4 90 2 96 147 45 8 200 15 17 2 34 415 05:45 PM 3 23 74 100 2 59 3 64 129 32 2 163 26 7 6 39 366 Total 9 76 321 406 20 334 15 369 576 168 32 776 98 52 16 166 1717 Grand Total 15 177 686 878 43 705 27 775 1138 355 67 1560 197 83 39 319 3532 Apprch % 1.7 20.2 78.1 5.5 91 3.5 72.9 22.8 4.3 61.8 26 12.2 Total % 0.4 5 19.4 24.9 1.2 20 0.8 21.9 32.2 10.1 1.9 44.2 5.6 2.3 1.1 9 Newport Avenue
Southbound
Del Amo Avenue
Westbound
Newport Avenue
Northbound
SR-55 Northbound Ramps
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 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 4 26 94 124 6 88 2 96 164 48 11 223 19 10 6 35 478 04:30 PM 0 27 92 119 4 88 3 95 151 51 6 208 26 3 7 36 458 04:45 PM 1 23 93 117 3 74 5 82 117 30 6 153 26 10 3 39 391 05:00 PM 3 21 94 118 10 98 6 114 151 45 11 207 33 13 5 51 490 Total Volume 8 97 373 478 23 348 16 387 583 174 34 791 104 36 21 161 1817 % App. Total 1.7 20.3 78 5.9 89.9 4.1 73.7 22 4.3 64.6 22.4 13 PHF .500 .898 .992 .964 .575 .888 .667 .849 .889 .853 .773 .887 .788 .692 .750 .789 .927 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1225
Attachment 8
2262
File Name : 96_TUS_Newport_55N PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Tustin
N/S: Newport Avenue
E/W: SR-55 NB Ramps/Del Amo Avenue
Weather: Clear
Newport Avenue
SR-55 Northbound Ramps
Del Amo Avenue
Newport Avenue
Right
373
Thru
97 Left
8 Out In Total
294 478 772
Right
16 Thru
348
Left
23 Out Total In
78 387 465
Left
583
Thru
174
Right
34 Out In Total
141 791 932
Left
104
Thru
36 Right
21 Total Out In
1304 161 1465
Peak Hour Begins at 04:15 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:
04:15 PM 04:00 PM 04:15 PM 04:30 PM
+0 mins. 4 26 94 124 10 121 2 133 164 48 11 223 26 3 7 36 +15 mins. 0 27 92 119 6 88 2 96 151 51 6 208 26 10 3 39 +30 mins. 1 23 93 117 4 88 3 95 117 30 6 153 33 13 5 51 +45 mins. 3 21 94 118 3 74 5 82 151 45 11 207 24 15 3 42 Total Volume 8 97 373 478 23 371 12 406 583 174 34 791 109 41 18 168 % App. Total 1.7 20.3 78 5.7 91.4 3 73.7 22 4.3 64.9 24.4 10.7 PHF .500 .898 .992 .964 .575 .767 .600 .763 .889 .853 .773 .887 .826 .683 .643 .824 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1226
Attachment 8
2263
File Name : 97_TUS_Red Hill_Edinger AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Tustin
N/S: Red Hill Avenue
E/W: Edinger Avenue
Weather: Clear
Groups Printed- Total Volume
Red Hill Avenue
Southbound
Edinger Avenue
Westbound
Red Hill Avenue
Northbound
Edinger Avenue
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 40 183 74 297 15 123 19 157 32 53 15 100 44 129 38 211 765 07:15 AM 53 201 87 341 37 182 28 247 40 87 18 145 52 149 28 229 962 07:30 AM 57 243 109 409 47 233 42 322 14 80 9 103 64 174 33 271 1105 07:45 AM 68 225 116 409 60 287 35 382 20 89 37 146 49 183 30 262 1199 Total 218 852 386 1456 159 825 124 1108 106 309 79 494 209 635 129 973 4031 08:00 AM 54 264 126 444 56 292 34 382 22 69 22 113 35 117 31 183 1122 08:15 AM 47 228 99 374 61 273 41 375 25 61 17 103 42 137 36 215 1067 08:30 AM 52 200 97 349 68 258 42 368 18 68 7 93 47 133 29 209 1019 08:45 AM 61 220 107 388 45 218 34 297 20 48 15 83 32 146 34 212 980 Total 214 912 429 1555 230 1041 151 1422 85 246 61 392 156 533 130 819 4188 Grand Total 432 1764 815 3011 389 1866 275 2530 191 555 140 886 365 1168 259 1792 8219 Apprch % 14.3 58.6 27.1 15.4 73.8 10.9 21.6 62.6 15.8 20.4 65.2 14.5 Total % 5.3 21.5 9.9 36.6 4.7 22.7 3.3 30.8 2.3 6.8 1.7 10.8 4.4 14.2 3.2 21.8 Red Hill Avenue
Southbound
Edinger Avenue
Westbound
Red Hill Avenue
Northbound
Edinger Avenue
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 57 243 109 409 47 233 42 322 14 80 9 103 64 174 33 271 1105 07:45 AM 68 225 116 409 60 287 35 382 20 89 37 146 49 183 30 262 1199 08:00 AM 54 264 126 444 56 292 34 382 22 69 22 113 35 117 31 183 1122 08:15 AM 47 228 99 374 61 273 41 375 25 61 17 103 42 137 36 215 1067 Total Volume 226 960 450 1636 224 1085 152 1461 81 299 85 465 190 611 130 931 4493 % App. Total 13.8 58.7 27.5 15.3 74.3 10.4 17.4 64.3 18.3 20.4 65.6 14 PHF .831 .909 .893 .921 .918 .929 .905 .956 .810 .840 .574 .796 .742 .835 .903 .859 .937 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1227
Attachment 8
2264
File Name : 97_TUS_Red Hill_Edinger AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Tustin
N/S: Red Hill Avenue
E/W: Edinger Avenue
Weather: Clear
Red Hill Avenue
Edinger Avenue
Edinger Avenue
Red Hill Avenue
Right
450
Thru
960
Left
226
Out In Total
641 1636 2277
Right
152
Thru
1085
Left
224
Out Total In
922 1461 2383
Left
81 Thru
299
Right
85 Out In Total
1314 465 1779
Left
190
Thru
611
Right
130
Total Out In
1616 931 2547
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 07:45 AM 07:15 AM 07:00 AM
+0 mins. 57 243 109 409 60 287 35 382 40 87 18 145 44 129 38 211 +15 mins. 68 225 116 409 56 292 34 382 14 80 9 103 52 149 28 229 +30 mins. 54 264 126 444 61 273 41 375 20 89 37 146 64 174 33 271 +45 mins. 47 228 99 374 68 258 42 368 22 69 22 113 49 183 30 262 Total Volume 226 960 450 1636 245 1110 152 1507 96 325 86 507 209 635 129 973 % App. Total 13.8 58.7 27.5 16.3 73.7 10.1 18.9 64.1 17 21.5 65.3 13.3 PHF .831 .909 .893 .921 .901 .950 .905 .986 .600 .913 .581 .868 .816 .867 .849 .898 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1228
Attachment 8
2265
File Name : 97_TUS_Red Hill_Edinger PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Tustin
N/S: Red Hill Avenue
E/W: Edinger Avenue
Weather: Clear
Groups Printed- Total Volume
Red Hill Avenue
Southbound
Edinger Avenue
Westbound
Red Hill Avenue
Northbound
Edinger Avenue
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 04:00 PM 36 69 60 165 13 210 108 331 31 237 42 310 67 153 30 250 1056 04:15 PM 28 73 55 156 17 231 105 353 34 260 41 335 66 145 26 237 1081 04:30 PM 36 72 50 158 14 219 95 328 37 282 34 353 70 145 25 240 1079 04:45 PM 39 76 58 173 15 172 85 272 48 251 46 345 80 147 26 253 1043 Total 139 290 223 652 59 832 393 1284 150 1030 163 1343 283 590 107 980 4259 05:00 PM 30 72 58 160 15 225 93 333 34 281 47 362 80 210 27 317 1172 05:15 PM 40 74 59 173 15 195 119 329 29 276 49 354 95 218 22 335 1191 05:30 PM 36 67 59 162 17 211 95 323 48 338 40 426 72 263 27 362 1273 05:45 PM 40 74 42 156 17 161 93 271 33 249 40 322 58 153 27 238 987 Total 146 287 218 651 64 792 400 1256 144 1144 176 1464 305 844 103 1252 4623 Grand Total 285 577 441 1303 123 1624 793 2540 294 2174 339 2807 588 1434 210 2232 8882 Apprch % 21.9 44.3 33.8 4.8 63.9 31.2 10.5 77.4 12.1 26.3 64.2 9.4 Total % 3.2 6.5 5 14.7 1.4 18.3 8.9 28.6 3.3 24.5 3.8 31.6 6.6 16.1 2.4 25.1 Red Hill Avenue
Southbound
Edinger Avenue
Westbound
Red Hill Avenue
Northbound
Edinger Avenue
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 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 39 76 58 173 15 172 85 272 48 251 46 345 80 147 26 253 1043 05:00 PM 30 72 58 160 15 225 93 333 34 281 47 362 80 210 27 317 1172 05:15 PM 40 74 59 173 15 195 119 329 29 276 49 354 95 218 22 335 1191 05:30 PM 36 67 59 162 17 211 95 323 48 338 40 426 72 263 27 362 1273 Total Volume 145 289 234 668 62 803 392 1257 159 1146 182 1487 327 838 102 1267 4679 % App. Total 21.7 43.3 35 4.9 63.9 31.2 10.7 77.1 12.2 25.8 66.1 8.1 PHF .906 .951 .992 .965 .912 .892 .824 .944 .828 .848 .929 .873 .861 .797 .944 .875 .919 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1229
Attachment 8
2266
File Name : 97_TUS_Red Hill_Edinger PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Tustin
N/S: Red Hill Avenue
E/W: Edinger Avenue
Weather: Clear
Red Hill Avenue
Edinger Avenue
Edinger Avenue
Red Hill Avenue
Right
234
Thru
289
Left
145
Out In Total
1865 668 2533
Right
392
Thru
803
Left
62 Out Total In
1165 1257 2422
Left
159
Thru
1146
Right
182
Out In Total
453 1487 1940
Left
327
Thru
838
Right
102
Total Out In
1196 1267 2463
Peak Hour Begins at 04:45 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 04:15 PM 04:45 PM 04:45 PM
+0 mins. 39 76 58 173 17 231 105 353 48 251 46 345 80 147 26 253 +15 mins. 30 72 58 160 14 219 95 328 34 281 47 362 80 210 27 317 +30 mins. 40 74 59 173 15 172 85 272 29 276 49 354 95 218 22 335 +45 mins. 36 67 59 162 15 225 93 333 48 338 40 426 72 263 27 362 Total Volume 145 289 234 668 61 847 378 1286 159 1146 182 1487 327 838 102 1267 % App. Total 21.7 43.3 35 4.7 65.9 29.4 10.7 77.1 12.2 25.8 66.1 8.1 PHF .906 .951 .992 .965 .897 .917 .900 .911 .828 .848 .929 .873 .861 .797 .944 .875 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1230
Attachment 8
2267
File Name : 98_TUS_Red Hill_Warner_AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Santa Ana
N/S: Red Hill Avenue
E/W: Warner Avenue
Weather: Clear
Groups Printed- Total Volume
Red Hill Avenue
Southbound
Warner Avenue
Westbound
Red Hill Avenue
Northbound
Warner Avenue
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 3 183 31 217 11 41 6 58 24 181 8 213 41 44 38 123 611 07:15 AM 1 163 50 214 17 59 14 90 19 154 11 184 41 60 62 163 651 07:30 AM 3 231 41 275 22 75 12 109 16 94 10 120 49 70 69 188 692 07:45 AM 5 214 42 261 17 75 14 106 15 92 8 115 55 99 76 230 712 Total 12 791 164 967 67 250 46 363 74 521 37 632 186 273 245 704 2666 08:00 AM 4 255 43 302 25 92 19 136 17 89 10 116 47 72 61 180 734 08:15 AM 3 228 45 276 23 90 16 129 9 74 11 94 56 86 54 196 695 08:30 AM 7 194 49 250 33 92 13 138 15 84 17 116 44 86 62 192 696 08:45 AM 13 191 54 258 22 82 16 120 9 96 16 121 32 71 53 156 655 Total 27 868 191 1086 103 356 64 523 50 343 54 447 179 315 230 724 2780 Grand Total 39 1659 355 2053 170 606 110 886 124 864 91 1079 365 588 475 1428 5446 Apprch % 1.9 80.8 17.3 19.2 68.4 12.4 11.5 80.1 8.4 25.6 41.2 33.3 Total % 0.7 30.5 6.5 37.7 3.1 11.1 2 16.3 2.3 15.9 1.7 19.8 6.7 10.8 8.7 26.2 Red Hill Avenue
Southbound
Warner Avenue
Westbound
Red Hill Avenue
Northbound
Warner Avenue
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 07:45 AM
07:45 AM 5 214 42 261 17 75 14 106 15 92 8 115 55 99 76 230 712 08:00 AM 4 255 43 302 25 92 19 136 17 89 10 116 47 72 61 180 734 08:15 AM 3 228 45 276 23 90 16 129 9 74 11 94 56 86 54 196 695 08:30 AM 7 194 49 250 33 92 13 138 15 84 17 116 44 86 62 192 696 Total Volume 19 891 179 1089 98 349 62 509 56 339 46 441 202 343 253 798 2837 % App. Total 1.7 81.8 16.4 19.3 68.6 12.2 12.7 76.9 10.4 25.3 43 31.7 PHF .679 .874 .913 .901 .742 .948 .816 .922 .824 .921 .676 .950 .902 .866 .832 .867 .966 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
[email protected]
K-1231
Attachment 8
2268
File Name : 98_TUS_Red Hill_Warner_AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Santa Ana
N/S: Red Hill Avenue
E/W: Warner Avenue
Weather: Clear
Red Hill Avenue
Warner Avenue
Warner Avenue
Red Hill Avenue
Right
179
Thru
891
Left
19 Out In Total
603 1089 1692
Right
62 Thru
349
Left
98 Out Total In
408 509 917
Left
56 Thru
339
Right
46 Out In Total
1242 441 1683
Left
202
Thru
343
Right
253
Total Out In
584 798 1382
Peak Hour Begins at 07:45 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 08:00 AM 07:00 AM 07:45 AM
+0 mins. 3 231 41 275 25 92 19 136 24 181 8 213 55 99 76 230 +15 mins. 5 214 42 261 23 90 16 129 19 154 11 184 47 72 61 180 +30 mins. 4 255 43 302 33 92 13 138 16 94 10 120 56 86 54 196 +45 mins. 3 228 45 276 22 82 16 120 15 92 8 115 44 86 62 192 Total Volume 15 928 171 1114 103 356 64 523 74 521 37 632 202 343 253 798 % App. Total 1.3 83.3 15.4 19.7 68.1 12.2 11.7 82.4 5.9 25.3 43 31.7 PHF .750 .910 .950 .922 .780 .967 .842 .947 .771 .720 .841 .742 .902 .866 .832 .867 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
[email protected]
K-1232
Attachment 8
2269
File Name : 98_TUS_Red Hill_Warner_PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Santa Ana
N/S: Red Hill Avenue
E/W: Warner Avenue
Weather: Clear
Groups Printed- Total Volume
Red Hill Avenue
Southbound
Warner Avenue
Westbound
Red Hill Avenue
Northbound
Warner Avenue
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 04:00 PM 12 48 60 120 4 77 11 92 69 254 32 355 41 108 36 185 752 04:15 PM 14 48 80 142 8 123 13 144 76 273 31 380 52 94 35 181 847 04:30 PM 11 35 66 112 14 124 14 152 82 264 42 388 49 125 28 202 854 04:45 PM 15 39 74 128 10 133 13 156 93 325 24 442 56 128 18 202 928 Total 52 170 280 502 36 457 51 544 320 1116 129 1565 198 455 117 770 3381 05:00 PM 14 51 73 138 3 120 20 143 85 373 39 497 61 156 24 241 1019 05:15 PM 11 71 60 142 8 169 20 197 108 254 41 403 59 155 25 239 981 05:30 PM 18 62 76 156 4 103 16 123 96 356 46 498 46 164 27 237 1014 05:45 PM 11 55 73 139 6 121 20 147 87 257 53 397 55 151 21 227 910 Total 54 239 282 575 21 513 76 610 376 1240 179 1795 221 626 97 944 3924 Grand Total 106 409 562 1077 57 970 127 1154 696 2356 308 3360 419 1081 214 1714 7305 Apprch % 9.8 38 52.2 4.9 84.1 11 20.7 70.1 9.2 24.4 63.1 12.5 Total % 1.5 5.6 7.7 14.7 0.8 13.3 1.7 15.8 9.5 32.3 4.2 46 5.7 14.8 2.9 23.5 Red Hill Avenue
Southbound
Warner Avenue
Westbound
Red Hill Avenue
Northbound
Warner Avenue
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 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 15 39 74 128 10 133 13 156 93 325 24 442 56 128 18 202 928 05:00 PM 14 51 73 138 3 120 20 143 85 373 39 497 61 156 24 241 1019 05:15 PM 11 71 60 142 8 169 20 197 108 254 41 403 59 155 25 239 981 05:30 PM 18 62 76 156 4 103 16 123 96 356 46 498 46 164 27 237 1014 Total Volume 58 223 283 564 25 525 69 619 382 1308 150 1840 222 603 94 919 3942 % App. Total 10.3 39.5 50.2 4 84.8 11.1 20.8 71.1 8.2 24.2 65.6 10.2 PHF .806 .785 .931 .904 .625 .777 .863 .786 .884 .877 .815 .924 .910 .919 .870 .953 .967 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
[email protected]
K-1233
Attachment 8
2270
File Name : 98_TUS_Red Hill_Warner_PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Santa Ana
N/S: Red Hill Avenue
E/W: Warner Avenue
Weather: Clear
Red Hill Avenue
Warner Avenue
Warner Avenue
Red Hill Avenue
Right
283
Thru
223
Left
58 Out In Total
1599 564 2163
Right
69 Thru
525
Left
25 Out Total In
811 619 1430
Left
382
Thru
1308
Right
150
Out In Total
342 1840 2182
Left
222
Thru
603
Right
94 Total Out In
1190 919 2109
Peak Hour Begins at 04:45 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:
05:00 PM 04:30 PM 04:45 PM 05:00 PM
+0 mins. 14 51 73 138 14 124 14 152 93 325 24 442 61 156 24 241 +15 mins. 11 71 60 142 10 133 13 156 85 373 39 497 59 155 25 239 +30 mins. 18 62 76 156 3 120 20 143 108 254 41 403 46 164 27 237 +45 mins. 11 55 73 139 8 169 20 197 96 356 46 498 55 151 21 227 Total Volume 54 239 282 575 35 546 67 648 382 1308 150 1840 221 626 97 944 % App. Total 9.4 41.6 49 5.4 84.3 10.3 20.8 71.1 8.2 23.4 66.3 10.3 PHF .750 .842 .928 .921 .625 .808 .838 .822 .884 .877 .815 .924 .906 .954 .898 .979 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
[email protected]
K-1234
Attachment 8
2271
File Name : 99_SNA_Red Hill_Barranca AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Santa Ana
N/S: Red Hill Avenue
E/W: Dyer Road/Barranca Parkway
Weather: Clear
Groups Printed- Total Volume
Red Hill Avenue
Southbound
Barranca Parkway
Westbound
Red Hill Avenue
Northbound
Dyer Road
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 41 134 25 200 51 114 27 192 119 178 24 321 41 103 45 189 902 07:15 AM 50 127 22 199 90 136 21 247 100 153 24 277 37 154 90 281 1004 07:30 AM 37 206 30 273 105 141 25 271 48 85 27 160 23 182 52 257 961 07:45 AM 64 175 30 269 187 174 38 399 24 74 27 125 32 190 109 331 1124 Total 192 642 107 941 433 565 111 1109 291 490 102 883 133 629 296 1058 3991 08:00 AM 45 266 24 335 167 163 32 362 26 76 26 128 31 141 66 238 1063 08:15 AM 53 229 31 313 119 167 31 317 29 81 24 134 32 197 54 283 1047 08:30 AM 43 200 18 261 149 149 42 340 22 63 16 101 26 172 49 247 949 08:45 AM 46 187 27 260 148 146 37 331 25 77 16 118 25 149 90 264 973 Total 187 882 100 1169 583 625 142 1350 102 297 82 481 114 659 259 1032 4032 Grand Total 379 1524 207 2110 1016 1190 253 2459 393 787 184 1364 247 1288 555 2090 8023 Apprch % 18 72.2 9.8 41.3 48.4 10.3 28.8 57.7 13.5 11.8 61.6 26.6 Total % 4.7 19 2.6 26.3 12.7 14.8 3.2 30.6 4.9 9.8 2.3 17 3.1 16.1 6.9 26.1 Red Hill Avenue
Southbound
Barranca Parkway
Westbound
Red Hill Avenue
Northbound
Dyer Road
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 37 206 30 273 105 141 25 271 48 85 27 160 23 182 52 257 961 07:45 AM 64 175 30 269 187 174 38 399 24 74 27 125 32 190 109 331 1124 08:00 AM 45 266 24 335 167 163 32 362 26 76 26 128 31 141 66 238 1063 08:15 AM 53 229 31 313 119 167 31 317 29 81 24 134 32 197 54 283 1047 Total Volume 199 876 115 1190 578 645 126 1349 127 316 104 547 118 710 281 1109 4195 % App. Total 16.7 73.6 9.7 42.8 47.8 9.3 23.2 57.8 19 10.6 64 25.3 PHF .777 .823 .927 .888 .773 .927 .829 .845 .661 .929 .963 .855 .922 .901 .644 .838 .933 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1235
Attachment 8
2272
File Name : 99_SNA_Red Hill_Barranca AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Santa Ana
N/S: Red Hill Avenue
E/W: Dyer Road/Barranca Parkway
Weather: Clear
Red Hill Avenue
Dyer Road
Barranca Parkway
Red Hill Avenue
Right
115
Thru
876
Left
199
Out In Total
560 1190 1750
Right
126
Thru
645
Left
578
Out Total In
1013 1349 2362
Left
127
Thru
316
Right
104
Out In Total
1735 547 2282
Left
118
Thru
710
Right
281
Total Out In
887 1109 1996
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 07:45 AM 07:00 AM 07:30 AM
+0 mins. 37 206 30 273 187 174 38 399 119 178 24 321 23 182 52 257 +15 mins. 64 175 30 269 167 163 32 362 100 153 24 277 32 190 109 331 +30 mins. 45 266 24 335 119 167 31 317 48 85 27 160 31 141 66 238 +45 mins. 53 229 31 313 149 149 42 340 24 74 27 125 32 197 54 283 Total Volume 199 876 115 1190 622 653 143 1418 291 490 102 883 118 710 281 1109 % App. Total 16.7 73.6 9.7 43.9 46.1 10.1 33 55.5 11.6 10.6 64 25.3 PHF .777 .823 .927 .888 .832 .938 .851 .888 .611 .688 .944 .688 .922 .901 .644 .838 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1236
Attachment 8
2273
File Name : 99_SNA_Red Hill_Barranca PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Santa Ana
N/S: Red Hill Avenue
E/W: Dyer Road/Barranca Parkway
Weather: Clear
Groups Printed- Total Volume
Red Hill Avenue
Southbound
Barranca Parkway
Westbound
Red Hill Avenue
Northbound
Dyer Road
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 04:00 PM 33 69 32 134 36 206 71 313 59 258 84 401 35 124 27 186 1034 04:15 PM 34 76 32 142 33 169 70 272 69 292 64 425 37 128 23 188 1027 04:30 PM 27 64 26 117 26 266 80 372 55 266 82 403 51 158 27 236 1128 04:45 PM 49 86 27 162 39 164 64 267 65 350 79 494 38 148 32 218 1141 Total 143 295 117 555 134 805 285 1224 248 1166 309 1723 161 558 109 828 4330 05:00 PM 42 93 45 180 19 273 87 379 102 393 81 576 38 182 20 240 1375 05:15 PM 53 68 38 159 35 212 65 312 91 323 99 513 49 191 18 258 1242 05:30 PM 39 83 32 154 39 216 68 323 78 354 91 523 62 187 32 281 1281 05:45 PM 51 69 32 152 34 265 62 361 85 269 74 428 54 193 29 276 1217 Total 185 313 147 645 127 966 282 1375 356 1339 345 2040 203 753 99 1055 5115 Grand Total 328 608 264 1200 261 1771 567 2599 604 2505 654 3763 364 1311 208 1883 9445 Apprch % 27.3 50.7 22 10 68.1 21.8 16.1 66.6 17.4 19.3 69.6 11 Total % 3.5 6.4 2.8 12.7 2.8 18.8 6 27.5 6.4 26.5 6.9 39.8 3.9 13.9 2.2 19.9 Red Hill Avenue
Southbound
Barranca Parkway
Westbound
Red Hill Avenue
Northbound
Dyer Road
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 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 42 93 45 180 19 273 87 379 102 393 81 576 38 182 20 240 1375 05:15 PM 53 68 38 159 35 212 65 312 91 323 99 513 49 191 18 258 1242 05:30 PM 39 83 32 154 39 216 68 323 78 354 91 523 62 187 32 281 1281 05:45 PM 51 69 32 152 34 265 62 361 85 269 74 428 54 193 29 276 1217 Total Volume 185 313 147 645 127 966 282 1375 356 1339 345 2040 203 753 99 1055 5115 % App. Total 28.7 48.5 22.8 9.2 70.3 20.5 17.5 65.6 16.9 19.2 71.4 9.4 PHF .873 .841 .817 .896 .814 .885 .810 .907 .873 .852 .871 .885 .819 .975 .773 .939 .930 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1237
Attachment 8
2274
File Name : 99_SNA_Red Hill_Barranca PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Santa Ana
N/S: Red Hill Avenue
E/W: Dyer Road/Barranca Parkway
Weather: Clear
Red Hill Avenue
Dyer Road
Barranca Parkway
Red Hill Avenue
Right
147
Thru
313
Left
185
Out In Total
1824 645 2469
Right
282
Thru
966
Left
127
Out Total In
1283 1375 2658
Left
356
Thru
1339
Right
345
Out In Total
539 2040 2579
Left
203
Thru
753
Right
99 Total Out In
1469 1055 2524
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 05:00 PM 04:45 PM 05:00 PM
+0 mins. 49 86 27 162 19 273 87 379 65 350 79 494 38 182 20 240 +15 mins. 42 93 45 180 35 212 65 312 102 393 81 576 49 191 18 258 +30 mins. 53 68 38 159 39 216 68 323 91 323 99 513 62 187 32 281 +45 mins. 39 83 32 154 34 265 62 361 78 354 91 523 54 193 29 276 Total Volume 183 330 142 655 127 966 282 1375 336 1420 350 2106 203 753 99 1055 % App. Total 27.9 50.4 21.7 9.2 70.3 20.5 16 67.4 16.6 19.2 71.4 9.4 PHF .863 .887 .789 .910 .814 .885 .810 .907 .824 .903 .884 .914 .819 .975 .773 .939 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1238
Attachment 8
2275
File Name : 100_IRV_Red Hill_Alton AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Irvine
N/S: Red Hill Avenue
E/W: Alton Parkway
Weather: Clear
Groups Printed- Total Volume
Red Hill Avenue
Southbound
Alton Parkway
Westbound
Red Hill Avenue
Northbound
Alton Parkway
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 47 153 15 215 24 15 15 54 31 312 62 405 2 4 4 10 684 07:15 AM 39 189 19 247 31 25 15 71 39 288 76 403 2 8 2 12 733 07:30 AM 60 241 29 330 43 27 27 97 39 153 63 255 3 8 7 18 700 07:45 AM 58 314 41 413 48 46 24 118 46 149 93 288 2 5 8 15 834 Total 204 897 104 1205 146 113 81 340 155 902 294 1351 9 25 21 55 2951 08:00 AM 83 302 55 440 53 50 27 130 53 133 76 262 3 4 9 16 848 08:15 AM 52 242 44 338 61 46 33 140 34 115 78 227 2 7 5 14 719 08:30 AM 58 283 43 384 61 47 22 130 41 115 74 230 2 12 6 20 764 08:45 AM 43 281 48 372 71 47 20 138 26 109 80 215 3 11 5 19 744 Total 236 1108 190 1534 246 190 102 538 154 472 308 934 10 34 25 69 3075 Grand Total 440 2005 294 2739 392 303 183 878 309 1374 602 2285 19 59 46 124 6026 Apprch % 16.1 73.2 10.7 44.6 34.5 20.8 13.5 60.1 26.3 15.3 47.6 37.1 Total % 7.3 33.3 4.9 45.5 6.5 5 3 14.6 5.1 22.8 10 37.9 0.3 1 0.8 2.1 Red Hill Avenue
Southbound
Alton Parkway
Westbound
Red Hill Avenue
Northbound
Alton Parkway
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 07:45 AM
07:45 AM 58 314 41 413 48 46 24 118 46 149 93 288 2 5 8 15 834 08:00 AM 83 302 55 440 53 50 27 130 53 133 76 262 3 4 9 16 848 08:15 AM 52 242 44 338 61 46 33 140 34 115 78 227 2 7 5 14 719 08:30 AM 58 283 43 384 61 47 22 130 41 115 74 230 2 12 6 20 764 Total Volume 251 1141 183 1575 223 189 106 518 174 512 321 1007 9 28 28 65 3165 % App. Total 15.9 72.4 11.6 43.1 36.5 20.5 17.3 50.8 31.9 13.8 43.1 43.1 PHF .756 .908 .832 .895 .914 .945 .803 .925 .821 .859 .863 .874 .750 .583 .778 .813 .933 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1239
Attachment 8
2276
File Name : 100_IRV_Red Hill_Alton AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Irvine
N/S: Red Hill Avenue
E/W: Alton Parkway
Weather: Clear
Red Hill Avenue
Alton Parkway
Alton Parkway
Red Hill Avenue
Right
183
Thru
1141
Left
251
Out In Total
627 1575 2202
Right
106
Thru
189
Left
223
Out Total In
600 518 1118
Left
174
Thru
512
Right
321
Out In Total
1392 1007 2399
Left
9 Thru
28 Right
28 Total Out In
546 65 611
Peak Hour Begins at 07:45 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:
07:45 AM 08:00 AM 07:00 AM 08:00 AM
+0 mins. 58 314 41 413 53 50 27 130 31 312 62 405 3 4 9 16 +15 mins. 83 302 55 440 61 46 33 140 39 288 76 403 2 7 5 14 +30 mins. 52 242 44 338 61 47 22 130 39 153 63 255 2 12 6 20 +45 mins. 58 283 43 384 71 47 20 138 46 149 93 288 3 11 5 19 Total Volume 251 1141 183 1575 246 190 102 538 155 902 294 1351 10 34 25 69 % App. Total 15.9 72.4 11.6 45.7 35.3 19 11.5 66.8 21.8 14.5 49.3 36.2 PHF .756 .908 .832 .895 .866 .950 .773 .961 .842 .723 .790 .834 .833 .708 .694 .863 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1240
Attachment 8
2277
File Name : 100_IRV_Red Hill_Alton PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Irvine
N/S: Red Hill Avenue
E/W: Alton Parkway
Weather: Clear
Groups Printed- Total Volume
Red Hill Avenue
Southbound
Alton Parkway
Westbound
Red Hill Avenue
Northbound
Alton Parkway
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 04:00 PM 23 132 1 156 99 18 64 181 6 282 42 330 21 41 36 98 765 04:15 PM 34 117 5 156 72 18 40 130 7 331 44 382 19 42 41 102 770 04:30 PM 31 128 1 160 128 21 60 209 5 367 61 433 25 68 34 127 929 04:45 PM 30 138 0 168 81 22 58 161 6 358 40 404 28 73 36 137 870 Total 118 515 7 640 380 79 222 681 24 1338 187 1549 93 224 147 464 3334 05:00 PM 36 131 0 167 139 19 97 255 4 345 63 412 46 105 50 201 1035 05:15 PM 27 131 3 161 85 12 52 149 12 429 53 494 33 78 46 157 961 05:30 PM 29 123 0 152 110 20 66 196 4 406 47 457 19 60 33 112 917 05:45 PM 36 114 2 152 88 24 55 167 4 316 73 393 25 55 28 108 820 Total 128 499 5 632 422 75 270 767 24 1496 236 1756 123 298 157 578 3733 Grand Total 246 1014 12 1272 802 154 492 1448 48 2834 423 3305 216 522 304 1042 7067 Apprch % 19.3 79.7 0.9 55.4 10.6 34 1.5 85.7 12.8 20.7 50.1 29.2 Total % 3.5 14.3 0.2 18 11.3 2.2 7 20.5 0.7 40.1 6 46.8 3.1 7.4 4.3 14.7 Red Hill Avenue
Southbound
Alton Parkway
Westbound
Red Hill Avenue
Northbound
Alton Parkway
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 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 31 128 1 160 128 21 60 209 5 367 61 433 25 68 34 127 929 04:45 PM 30 138 0 168 81 22 58 161 6 358 40 404 28 73 36 137 870 05:00 PM 36 131 0 167 139 19 97 255 4 345 63 412 46 105 50 201 1035 05:15 PM 27 131 3 161 85 12 52 149 12 429 53 494 33 78 46 157 961 Total Volume 124 528 4 656 433 74 267 774 27 1499 217 1743 132 324 166 622 3795 % App. Total 18.9 80.5 0.6 55.9 9.6 34.5 1.5 86 12.4 21.2 52.1 26.7 PHF .861 .957 .333 .976 .779 .841 .688 .759 .563 .874 .861 .882 .717 .771 .830 .774 .917 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1241
Attachment 8
2278
File Name : 100_IRV_Red Hill_Alton PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Irvine
N/S: Red Hill Avenue
E/W: Alton Parkway
Weather: Clear
Red Hill Avenue
Alton Parkway
Alton Parkway
Red Hill Avenue
Right
4 Thru
528
Left
124
Out In Total
1898 656 2554
Right
267
Thru
74 Left
433
Out Total In
665 774 1439
Left
27 Thru
1499
Right
217
Out In Total
1127 1743 2870
Left
132
Thru
324
Right
166
Total Out In
105 622 727
Peak Hour Begins at 04:30 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:
04:30 PM 04:30 PM 04:45 PM 04:30 PM
+0 mins. 31 128 1 160 128 21 60 209 6 358 40 404 25 68 34 127 +15 mins. 30 138 0 168 81 22 58 161 4 345 63 412 28 73 36 137 +30 mins. 36 131 0 167 139 19 97 255 12 429 53 494 46 105 50 201 +45 mins. 27 131 3 161 85 12 52 149 4 406 47 457 33 78 46 157 Total Volume 124 528 4 656 433 74 267 774 26 1538 203 1767 132 324 166 622 % App. Total 18.9 80.5 0.6 55.9 9.6 34.5 1.5 87 11.5 21.2 52.1 26.7 PHF .861 .957 .333 .976 .779 .841 .688 .759 .542 .896 .806 .894 .717 .771 .830 .774 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1242
Attachment 8
2279
File Name : 101_IRV_Red Hill_MacArthur AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Irvine
N/S: Red Hill Avenue
E/W: MacArthur Boulevard
Weather: Clear
Groups Printed- Total Volume
Red Hill Avenue
Southbound
MacArthur Boulevard
Westbound
Red Hill Avenue
Northbound
MacArthur Boulevard
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 21 60 62 143 14 69 251 334 10 89 3 102 350 142 15 507 1086 07:15 AM 40 90 68 198 7 77 228 312 28 137 1 166 271 147 19 437 1113 07:30 AM 58 117 84 259 11 77 172 260 21 122 1 144 295 151 13 459 1122 07:45 AM 37 129 117 283 6 57 187 250 17 156 3 176 331 150 32 513 1222 Total 156 396 331 883 38 280 838 1156 76 504 8 588 1247 590 79 1916 4543 08:00 AM 67 158 119 344 4 52 140 196 14 174 2 190 299 159 22 480 1210 08:15 AM 51 118 127 296 7 59 109 175 16 145 2 163 300 173 22 495 1129 08:30 AM 53 132 129 314 6 55 135 196 17 94 3 114 318 163 30 511 1135 08:45 AM 67 132 133 332 3 88 102 193 16 101 3 120 282 150 24 456 1101 Total 238 540 508 1286 20 254 486 760 63 514 10 587 1199 645 98 1942 4575 Grand Total 394 936 839 2169 58 534 1324 1916 139 1018 18 1175 2446 1235 177 3858 9118 Apprch % 18.2 43.2 38.7 3 27.9 69.1 11.8 86.6 1.5 63.4 32 4.6 Total % 4.3 10.3 9.2 23.8 0.6 5.9 14.5 21 1.5 11.2 0.2 12.9 26.8 13.5 1.9 42.3 Red Hill Avenue
Southbound
MacArthur Boulevard
Westbound
Red Hill Avenue
Northbound
MacArthur Boulevard
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 07:45 AM
07:45 AM 37 129 117 283 6 57 187 250 17 156 3 176 331 150 32 513 1222 08:00 AM 67 158 119 344 4 52 140 196 14 174 2 190 299 159 22 480 1210 08:15 AM 51 118 127 296 7 59 109 175 16 145 2 163 300 173 22 495 1129 08:30 AM 53 132 129 314 6 55 135 196 17 94 3 114 318 163 30 511 1135 Total Volume 208 537 492 1237 23 223 571 817 64 569 10 643 1248 645 106 1999 4696 % App. Total 16.8 43.4 39.8 2.8 27.3 69.9 10 88.5 1.6 62.4 32.3 5.3 PHF .776 .850 .953 .899 .821 .945 .763 .817 .941 .818 .833 .846 .943 .932 .828 .974 .961 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1243
Attachment 8
2280
File Name : 101_IRV_Red Hill_MacArthur AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Irvine
N/S: Red Hill Avenue
E/W: MacArthur Boulevard
Weather: Clear
Red Hill Avenue
MacArthur Boulevard
MacArthur Boulevard
Red Hill Avenue
Right
492
Thru
537
Left
208
Out In Total
2388 1237 3625
Right
571
Thru
223
Left
23 Out Total In
863 817 1680
Left
64 Thru
569
Right
10 Out In Total
666 643 1309
1248
Left Thru
645
Right
106
Total Out In
779 1999 2778
Peak Hour Begins at 07:45 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:
08:00 AM 07:00 AM 07:15 AM 07:45 AM
+0 mins. 67 158 119 344 14 69 251 334 28 137 1 166 331 150 32 513 +15 mins. 51 118 127 296 7 77 228 312 21 122 1 144 299 159 22 480 +30 mins. 53 132 129 314 11 77 172 260 17 156 3 176 300 173 22 495 +45 mins. 67 132 133 332 6 57 187 250 14 174 2 190 318 163 30 511 Total Volume 238 540 508 1286 38 280 838 1156 80 589 7 676 1248 645 106 1999 % App. Total 18.5 42 39.5 3.3 24.2 72.5 11.8 87.1 1 62.4 32.3 5.3 PHF .888 .854 .955 .935 .679 .909 .835 .865 .714 .846 .583 .889 .943 .932 .828 .974 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1244
Attachment 8
2281
File Name : 101_IRV_Red Hill_MacArthur PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Irvine
N/S: Red Hill Avenue
E/W: MacArthur Boulevard
Weather: Clear
Groups Printed- Total Volume
Red Hill Avenue
Southbound
MacArthur Boulevard
Westbound
Red Hill Avenue
Northbound
MacArthur Boulevard
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 04:00 PM 49 122 331 502 9 173 97 279 40 184 1 225 129 60 7 196 1202 04:15 PM 68 104 232 404 10 163 90 263 21 168 2 191 124 50 11 185 1043 04:30 PM 57 138 345 540 7 186 101 294 24 172 1 197 153 74 11 238 1269 04:45 PM 72 145 241 458 8 166 116 290 30 190 4 224 139 67 7 213 1185 Total 246 509 1149 1904 34 688 404 1126 115 714 8 837 545 251 36 832 4699 05:00 PM 69 166 308 543 14 231 153 398 34 208 1 243 135 76 13 224 1408 05:15 PM 78 146 254 478 11 248 163 422 27 221 2 250 117 65 12 194 1344 05:30 PM 67 137 239 443 6 173 142 321 34 190 3 227 206 67 10 283 1274 05:45 PM 39 106 193 338 4 216 118 338 22 160 4 186 181 74 10 265 1127 Total 253 555 994 1802 35 868 576 1479 117 779 10 906 639 282 45 966 5153 Grand Total 499 1064 2143 3706 69 1556 980 2605 232 1493 18 1743 1184 533 81 1798 9852 Apprch % 13.5 28.7 57.8 2.6 59.7 37.6 13.3 85.7 1 65.9 29.6 4.5 Total % 5.1 10.8 21.8 37.6 0.7 15.8 9.9 26.4 2.4 15.2 0.2 17.7 12 5.4 0.8 18.3 Red Hill Avenue
Southbound
MacArthur Boulevard
Westbound
Red Hill Avenue
Northbound
MacArthur Boulevard
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 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 72 145 241 458 8 166 116 290 30 190 4 224 139 67 7 213 1185 05:00 PM 69 166 308 543 14 231 153 398 34 208 1 243 135 76 13 224 1408 05:15 PM 78 146 254 478 11 248 163 422 27 221 2 250 117 65 12 194 1344 05:30 PM 67 137 239 443 6 173 142 321 34 190 3 227 206 67 10 283 1274 Total Volume 286 594 1042 1922 39 818 574 1431 125 809 10 944 597 275 42 914 5211 % App. Total 14.9 30.9 54.2 2.7 57.2 40.1 13.2 85.7 1.1 65.3 30.1 4.6 PHF .917 .895 .846 .885 .696 .825 .880 .848 .919 .915 .625 .944 .725 .905 .808 .807 .925 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1245
Attachment 8
2282
File Name : 101_IRV_Red Hill_MacArthur PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Irvine
N/S: Red Hill Avenue
E/W: MacArthur Boulevard
Weather: Clear
Red Hill Avenue
MacArthur Boulevard
MacArthur Boulevard
Red Hill Avenue
Right
1042
Thru
594
Left
286
Out In Total
1980 1922 3902
Right
574
Thru
818
Left
39 Out Total In
571 1431 2002
Left
125
Thru
809
Right
10 Out In Total
675 944 1619
Left
597
Thru
275
Right
42 Total Out In
1985 914 2899
Peak Hour Begins at 04:45 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:
04:30 PM 05:00 PM 04:45 PM 05:00 PM
+0 mins. 57 138 345 540 14 231 153 398 30 190 4 224 135 76 13 224 +15 mins. 72 145 241 458 11 248 163 422 34 208 1 243 117 65 12 194 +30 mins. 69 166 308 543 6 173 142 321 27 221 2 250 206 67 10 283 +45 mins. 78 146 254 478 4 216 118 338 34 190 3 227 181 74 10 265 Total Volume 276 595 1148 2019 35 868 576 1479 125 809 10 944 639 282 45 966 % App. Total 13.7 29.5 56.9 2.4 58.7 38.9 13.2 85.7 1.1 66.1 29.2 4.7 PHF .885 .896 .832 .930 .625 .875 .883 .876 .919 .915 .625 .944 .775 .928 .865 .853 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1246
Attachment 8
2283
File Name : 102_IRV_Red Hill_Main_AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Irvine
N/S: Red Hill Avenue
E/W: Main Street
Weather: Clear
Groups Printed- Total Volume
Red Hill Avenue
Southbound
Main Street
Westbound
Red Hill Avenue
Northbound
Main 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 15 44 4 63 18 51 12 81 12 73 46 131 13 157 38 208 483 07:15 AM 11 40 12 63 26 54 19 99 25 113 55 193 25 234 51 310 665 07:30 AM 10 53 20 83 30 60 15 105 30 140 80 250 20 325 53 398 836 07:45 AM 19 76 26 121 41 67 20 128 35 151 82 268 30 374 76 480 997 Total 55 213 62 330 115 232 66 413 102 477 263 842 88 1090 218 1396 2981 08:00 AM 16 86 25 127 37 79 24 140 37 166 97 300 49 358 56 463 1030 08:15 AM 13 71 32 116 48 74 16 138 49 120 92 261 27 306 67 400 915 08:30 AM 19 80 25 124 28 89 13 130 41 119 90 250 33 271 55 359 863 08:45 AM 14 75 37 126 29 77 14 120 38 134 82 254 27 255 61 343 843 Total 62 312 119 493 142 319 67 528 165 539 361 1065 136 1190 239 1565 3651 Grand Total 117 525 181 823 257 551 133 941 267 1016 624 1907 224 2280 457 2961 6632 Apprch % 14.2 63.8 22 27.3 58.6 14.1 14 53.3 32.7 7.6 77 15.4 Total % 1.8 7.9 2.7 12.4 3.9 8.3 2 14.2 4 15.3 9.4 28.8 3.4 34.4 6.9 44.6 Red Hill Avenue
Southbound
Main Street
Westbound
Red Hill Avenue
Northbound
Main 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 07:45 AM
07:45 AM 19 76 26 121 41 67 20 128 35 151 82 268 30 374 76 480 997 08:00 AM 16 86 25 127 37 79 24 140 37 166 97 300 49 358 56 463 1030 08:15 AM 13 71 32 116 48 74 16 138 49 120 92 261 27 306 67 400 915 08:30 AM 19 80 25 124 28 89 13 130 41 119 90 250 33 271 55 359 863 Total Volume 67 313 108 488 154 309 73 536 162 556 361 1079 139 1309 254 1702 3805 % App. Total 13.7 64.1 22.1 28.7 57.6 13.6 15 51.5 33.5 8.2 76.9 14.9 PHF .882 .910 .844 .961 .802 .868 .760 .957 .827 .837 .930 .899 .709 .875 .836 .886 .924 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
[email protected]
K-1247
Attachment 8
2284
File Name : 102_IRV_Red Hill_Main_AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Irvine
N/S: Red Hill Avenue
E/W: Main Street
Weather: Clear
Red Hill Avenue
Main Street
Main Street
Red Hill Avenue
Right
108
Thru
313
Left
67 Out In Total
768 488 1256
Right
73 Thru
309
Left
154
Out Total In
1737 536 2273
Left
162
Thru
556
Right
361
Out In Total
721 1079 1800
Left
139 1309
Thru Right
254
Total Out In
579 1702 2281
Peak Hour Begins at 07:45 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:
08:00 AM 07:45 AM 07:30 AM 07:30 AM
+0 mins. 16 86 25 127 41 67 20 128 30 140 80 250 20 325 53 398 +15 mins. 13 71 32 116 37 79 24 140 35 151 82 268 30 374 76 480 +30 mins. 19 80 25 124 48 74 16 138 37 166 97 300 49 358 56 463 +45 mins. 14 75 37 126 28 89 13 130 49 120 92 261 27 306 67 400 Total Volume 62 312 119 493 154 309 73 536 151 577 351 1079 126 1363 252 1741 % App. Total 12.6 63.3 24.1 28.7 57.6 13.6 14 53.5 32.5 7.2 78.3 14.5 PHF .816 .907 .804 .970 .802 .868 .760 .957 .770 .869 .905 .899 .643 .911 .829 .907 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
[email protected]
K-1248
Attachment 8
2285
File Name : 102_IRV_Red Hill_Main_PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Irvine
N/S: Red Hill Avenue
E/W: Main Street
Weather: Clear
Groups Printed- Total Volume
Red Hill Avenue
Southbound
Main Street
Westbound
Red Hill Avenue
Northbound
Main 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 04:00 PM 12 88 33 133 58 294 20 372 56 164 57 277 26 141 27 194 976 04:15 PM 23 90 47 160 53 364 17 434 81 220 45 346 39 126 26 191 1131 04:30 PM 26 124 53 203 60 267 16 343 91 236 60 387 44 138 46 228 1161 04:45 PM 26 133 61 220 63 362 27 452 85 232 62 379 45 136 37 218 1269 Total 87 435 194 716 234 1287 80 1601 313 852 224 1389 154 541 136 831 4537 05:00 PM 22 135 75 232 81 382 18 481 93 238 75 406 49 145 42 236 1355 05:15 PM 24 133 86 243 74 468 22 564 109 243 63 415 55 183 53 291 1513 05:30 PM 13 142 71 226 58 377 24 459 118 223 51 392 44 206 45 295 1372 05:45 PM 15 128 60 203 66 362 25 453 96 193 53 342 50 171 51 272 1270 Total 74 538 292 904 279 1589 89 1957 416 897 242 1555 198 705 191 1094 5510 Grand Total 161 973 486 1620 513 2876 169 3558 729 1749 466 2944 352 1246 327 1925 10047 Apprch % 9.9 60.1 30 14.4 80.8 4.7 24.8 59.4 15.8 18.3 64.7 17 Total % 1.6 9.7 4.8 16.1 5.1 28.6 1.7 35.4 7.3 17.4 4.6 29.3 3.5 12.4 3.3 19.2 Red Hill Avenue
Southbound
Main Street
Westbound
Red Hill Avenue
Northbound
Main 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 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 22 135 75 232 81 382 18 481 93 238 75 406 49 145 42 236 1355 05:15 PM 24 133 86 243 74 468 22 564 109 243 63 415 55 183 53 291 1513 05:30 PM 13 142 71 226 58 377 24 459 118 223 51 392 44 206 45 295 1372 05:45 PM 15 128 60 203 66 362 25 453 96 193 53 342 50 171 51 272 1270 Total Volume 74 538 292 904 279 1589 89 1957 416 897 242 1555 198 705 191 1094 5510 % App. Total 8.2 59.5 32.3 14.3 81.2 4.5 26.8 57.7 15.6 18.1 64.4 17.5 PHF .771 .947 .849 .930 .861 .849 .890 .867 .881 .923 .807 .937 .900 .856 .901 .927 .910 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
[email protected]
K-1249
Attachment 8
2286
File Name : 102_IRV_Red Hill_Main_PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Irvine
N/S: Red Hill Avenue
E/W: Main Street
Weather: Clear
Red Hill Avenue
Main Street
Main Street
Red Hill Avenue
Right
292
Thru
538
Left
74 Out In Total
1184 904 2088
Right
89 Thru
1589
Left
279
Out Total In
1021 1957 2978
Left
416
Thru
897
Right
242
Out In Total
1008 1555 2563
Left
198
Thru
705
Right
191
Total Out In
2297 1094 3391
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 05:00 PM 04:45 PM 05:00 PM
+0 mins. 26 133 61 220 81 382 18 481 85 232 62 379 49 145 42 236 +15 mins. 22 135 75 232 74 468 22 564 93 238 75 406 55 183 53 291 +30 mins. 24 133 86 243 58 377 24 459 109 243 63 415 44 206 45 295 +45 mins. 13 142 71 226 66 362 25 453 118 223 51 392 50 171 51 272 Total Volume 85 543 293 921 279 1589 89 1957 405 936 251 1592 198 705 191 1094 % App. Total 9.2 59 31.8 14.3 81.2 4.5 25.4 58.8 15.8 18.1 64.4 17.5 PHF .817 .956 .852 .948 .861 .849 .890 .867 .858 .963 .837 .959 .900 .856 .901 .927 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
[email protected]
K-1250
Attachment 8
2287
T816
DATE: LOCATION: PROJECT #: SC1220
Thu, Feb 16, 17 NORTH & SOUTH: LOCATION #: 1
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: X X X 2 X 1 2 3 X X 3 0 0 000
7:00 AM 0 0 0 76 0 7 50 100 0 0 190 81 504 0 000 0
7:15 AM 0 0 0 87 0 8 65 145 0 0 226 79 610 0 000 0
7:30 AM 0 0 0 79 0 10 85 138 0 0 327 60 699 0 010 1
7:45 AM 0 0 0 101 0 7 84 123 0 0 329 88 732 0 000 0
8:00 AM 0 0 0 89 0 9 79 131 0 0 214 93 615 0 000 0
8:15 AM 0 0 0 67 0 12 39 114 0 0 188 79 499 0 000 0
8:30 AM 0 0 0 66 0 14 43 75 0 0 174 54 426 0 000 0
8:45 AM 0 0 0 105 0 10 27 81 0 0 203 46 472 0 000 0
VOLUMES 0 0 0 670 0 77 472 907 0 0 1,851 580 4,557 0 0 1 0 1 APPROACH % 0% 0% 0% 90% 0% 10% 34% 66% 0% 0% 76% 24%
APP/DEPART 0 / 1,051 747 / 0 1,379 / 1,577 2,431 / 1,929 0

BEGIN PEAK HR
VOLUMES 0 0 0 356 0 34 313 537 0 0 1,096 320 2,656
APPROACH % 0% 0% 0% 91% 0% 9% 37% 63% 0% 0% 77% 23%
PEAK HR FACTOR 0.000 0.903 0.953 0.849 0.907
APP/DEPART 0 / 632 390 / 0 850 / 893 1,416 / 1,131 0
4:00 PM 0 0 0 54 0 27 123 138 0 0 128 33 503 0 000 0
4:15 PM 0 0 0 67 0 24 78 100 0 0 159 28 456 0 000 0
4:30 PM 0 0 0 76 0 14 140 152 0 0 167 39 588 0 000 0
4:45 PM 0 0 0 72 0 15 121 147 0 0 156 49 560 0 000 0
5:00 PM 0 0 0 66 0 8 146 190 0 0 150 54 614 0 000 0
5:15 PM 0 0 0 55 0 22 137 126 0 0 175 35 550 0 010 1
5:30 PM 0 0 0 64 0 16 122 131 0 0 141 41 515 0 000 0
5:45 PM 0 0 0 63 0 20 102 112 0 0 135 33 465 0 000 0
VOLUMES 0 0 0 517 0 146 969 1,096 0 0 1,211 312 4,251 0 0 1 0 1 APPROACH % 0% 0% 0% 78% 0% 22% 47% 53% 0% 0% 80% 20%
APP/DEPART 0 / 1,280 663 / 0 2,065 / 1,613 1,523 / 1,358 0

BEGIN PEAK HR
VOLUMES 0 0 0 269 0 59 544 615 0 0 648 177 2,312
APPROACH % 0% 0% 0% 82% 0% 18% 47% 53% 0% 0% 79% 21%
PEAK HR FACTOR 0.000 0.911 0.862 0.982 0.941
APP/DEPART 0 / 720 328 / 0 1,159 / 884 825 / 708 0
I-5 SB Ramps

NORTH SIDE
Santa Ana WEST SIDE EAST SIDE Santa Ana

SOUTH SIDE
I-5 SB Ramps

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 0 000 0
7:15 AM 0 0 0 0 0 0000 0 0 000 0
7:30 AM 0 0 0 0 0 0000 0 0 000 0
7:45 AM 0 0 0 0 0 0000 0 0 000 0
8:00 AM 0 0 0 0 0 0000 0 0 000 0
8:15 AM 0 0 0 0 0 0000 0 0 000 0
8:30 AM 0 0 0 0 0 0000 0 0 000 0
8:45 AM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000
4:00 PM 0 0 0 0 0 0000 0 0 000 0
4:15 PM 0 0 0 0 0 0000 0 0 000 0
4:30 PM 0 0 0 0 0 0000 0 0 000 0
4:45 PM 0 0 0 0 0 0000 0 0 000 0
5:00 PM 0 0 0 0 0 0000 0 0 000 0
5:15 PM 0 0 0 0 0 0000 0 0 000 0
5:30 PM 0 0 0 0 0 0000 0 0 000 0
5:45 PM 0 0 0 0 0 0000 0 0 000 0
TOTAL 00 0 00 0000 0 0 0000

BICYCLE CROSSINGS

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

U-TURNS
I-5 SB Ramps I-5 SB Ramps Santa Ana Santa Ana

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Santa Ana
I-5 SB Ramps
Santa Ana
Add U-Turns to Left Turns
K-1251
Attachment 8
2288
File Name : 104_TUS_Tustin Ranch_Warner AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Tustin
N/S: Tustin Ranch Road
E/W: Warner Avenue
Weather: Clear
Groups Printed- Total Volume
Tustin Ranch Road
Southbound
Tustin Ranch Road
Northbound
Warner Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 140 44 184 2 46 48 57 6 63 295
07:15 AM 285 70 355 1 43 44 59 6 65 464
07:30 AM 308 80 388 4 56 60 80 5 85 533
07:45 AM 443 116 559 2 49 51 67 12 79 689
Total 1176 310 1486 9 194 203 263 29 292 1981
08:00 AM 396 82 478 2 58 60 83 14 97 635
08:15 AM 453 106 559 9 66 75 57 1 58 692
08:30 AM 425 91 516 5 65 70 58 6 64 650
08:45 AM 389 99 488 1 74 75 52 4 56 619
Total 1663 378 2041 17 263 280 250 25 275 2596
Grand Total 2839 688 3527 26 457 483 513 54 567 4577
Apprch % 80.5 19.5 5.4 94.6 90.5 9.5
Total % 62 15 77.1 0.6 10 10.6 11.2 1.2 12.4
Tustin Ranch Road
Southbound
Tustin Ranch Road
Northbound
Warner Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left 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 07:45 AM
07:45 AM 443 116 559 2 49 51 67 12 79 689
08:00 AM 396 82 478 2 58 60 83 14 97 635
08:15 AM 453 106 559 9 66 75 57 1 58 692
08:30 AM 425 91 516 5 65 70 58 6 64 650
Total Volume 1717 395 2112 18 238 256 265 33 298 2666
% App. Total 81.3 18.7 7 93 88.9 11.1
PHF .948 .851 .945 .500 .902 .853 .798 .589 .768 .963
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1252
Attachment 8
2289
File Name : 104_TUS_Tustin Ranch_Warner AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Tustin
N/S: Tustin Ranch Road
E/W: Warner Avenue
Weather: Clear
Tustin Ranch Road
Warner Avenue
Tustin Ranch Road
Right
395
Thru
1717
Out In Total
503 2112 2615
Left
18 Thru
238
Out In Total
1750 256 2006
Left
265
Right
33 Total Out In
413 298 711
Peak Hour Begins at 07:45 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:
07:45 AM 08:00 AM 07:15 AM
+0 mins. 443 116 559 2 58 60 59 6 65
+15 mins. 396 82 478 9 66 75 80 5 85
+30 mins. 453 106 559 5 65 70 67 12 79
+45 mins. 425 91 516 1 74 75 83 14 97
Total Volume 1717 395 2112 17 263 280 289 37 326
% App. Total 81.3 18.7 6.1 93.9 88.7 11.3
PHF .948 .851 .945 .472 .889 .933 .870 .661 .840
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1253
Attachment 8
2290
File Name : 104_TUS_Tustin Ranch_Warner PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Tustin
N/S: Tustin Ranch Road
E/W: Warner Avenue
Weather: Clear
Groups Printed- Total Volume
Tustin Ranch Road
Southbound
Tustin Ranch Road
Northbound
Warner Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 99 49 148 11 351 362 100 7 107 617
04:15 PM 104 52 156 10 369 379 107 10 117 652
04:30 PM 117 55 172 18 376 394 106 9 115 681
04:45 PM 121 50 171 8 401 409 135 10 145 725
Total 441 206 647 47 1497 1544 448 36 484 2675
05:00 PM 141 63 204 19 466 485 166 12 178 867
05:15 PM 145 67 212 15 450 465 178 16 194 871
05:30 PM 141 56 197 12 478 490 174 7 181 868
05:45 PM 113 49 162 11 384 395 141 11 152 709
Total 540 235 775 57 1778 1835 659 46 705 3315
Grand Total 981 441 1422 104 3275 3379 1107 82 1189 5990 Apprch % 69 31 3.1 96.9 93.1 6.9
Total % 16.4 7.4 23.7 1.7 54.7 56.4 18.5 1.4 19.8
Tustin Ranch Road
Southbound
Tustin Ranch Road
Northbound
Warner Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right 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 04:45 PM
04:45 PM 121 50 171 8 401 409 135 10 145 725
05:00 PM 141 63 204 19 466 485 166 12 178 867
05:15 PM 145 67 212 15 450 465 178 16 194 871
05:30 PM 141 56 197 12 478 490 174 7 181 868
Total Volume 548 236 784 54 1795 1849 653 45 698 3331
% App. Total 69.9 30.1 2.9 97.1 93.6 6.4
PHF .945 .881 .925 .711 .939 .943 .917 .703 .899 .956
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1254
Attachment 8
2291
File Name : 104_TUS_Tustin Ranch_Warner PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Tustin
N/S: Tustin Ranch Road
E/W: Warner Avenue
Weather: Clear
Tustin Ranch Road
Warner Avenue
Tustin Ranch Road
Right
236
Thru
548
Out In Total
2448 784 3232
Left
54 Thru
1795
Out In Total
593 1849 2442
Left
653
Right
45 Total Out In
290 698 988
Peak Hour Begins at 04:45 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. 121 50 171 8 401 409 166 12 178
+15 mins. 141 63 204 19 466 485 178 16 194
+30 mins. 145 67 212 15 450 465 174 7 181
+45 mins. 141 56 197 12 478 490 141 11 152
Total Volume 548 236 784 54 1795 1849 659 46 705
% App. Total 69.9 30.1 2.9 97.1 93.5 6.5
PHF .945 .881 .925 .711 .939 .943 .926 .719 .909
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1255
Attachment 8
2292
File Name : 105_IRV_Von Karman_Barranca AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Irvine
N/S: Tustin Ranch Rd/Von Karman Ave
E/W: Barranca Parkway
Weather: Clear
Groups Printed- Total Volume
Tustin Ranch Road
Southbound
Barranca Parkway
Westbound
Von Karman Avenue
Northbound
Barranca Parkway
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 5 117 38 160 81 170 11 262 17 26 17 60 17 103 35 155 637 07:15 AM 13 212 80 305 134 202 11 347 22 19 9 50 19 119 37 175 877 07:30 AM 38 258 99 395 140 264 13 417 26 29 18 73 25 101 45 171 1056 07:45 AM 30 280 118 428 186 361 8 555 21 29 16 66 30 120 51 201 1250 Total 86 867 335 1288 541 997 43 1581 86 103 60 249 91 443 168 702 3820 08:00 AM 23 301 119 443 175 290 12 477 24 36 28 88 38 115 31 184 1192 08:15 AM 44 294 141 479 192 312 10 514 34 36 22 92 32 127 35 194 1279 08:30 AM 22 289 131 442 216 300 9 525 28 41 19 88 30 126 46 202 1257 08:45 AM 30 269 134 433 156 291 17 464 28 44 23 95 49 90 44 183 1175 Total 119 1153 525 1797 739 1193 48 1980 114 157 92 363 149 458 156 763 4903 Grand Total 205 2020 860 3085 1280 2190 91 3561 200 260 152 612 240 901 324 1465 8723 Apprch % 6.6 65.5 27.9 35.9 61.5 2.6 32.7 42.5 24.8 16.4 61.5 22.1 Total % 2.4 23.2 9.9 35.4 14.7 25.1 1 40.8 2.3 3 1.7 7 2.8 10.3 3.7 16.8 Tustin Ranch Road
Southbound
Barranca Parkway
Westbound
Von Karman Avenue
Northbound
Barranca Parkway
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 07:45 AM
07:45 AM 30 280 118 428 186 361 8 555 21 29 16 66 30 120 51 201 1250 08:00 AM 23 301 119 443 175 290 12 477 24 36 28 88 38 115 31 184 1192 08:15 AM 44 294 141 479 192 312 10 514 34 36 22 92 32 127 35 194 1279 08:30 AM 22 289 131 442 216 300 9 525 28 41 19 88 30 126 46 202 1257 Total Volume 119 1164 509 1792 769 1263 39 2071 107 142 85 334 130 488 163 781 4978 % App. Total 6.6 65 28.4 37.1 61 1.9 32 42.5 25.4 16.6 62.5 20.9 PHF .676 .967 .902 .935 .890 .875 .813 .933 .787 .866 .759 .908 .855 .961 .799 .967 .973 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1256
Attachment 8
2293
File Name : 105_IRV_Von Karman_Barranca AM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Irvine
N/S: Tustin Ranch Rd/Von Karman Ave
E/W: Barranca Parkway
Weather: Clear
Tustin Ranch Road
Barranca Parkway
Barranca Parkway
Von Karman Avenue
Right
509
Thru
1164
Left
119
Out In Total
311 1792 2103
Right
39 Thru
1263
Left
769
Out Total In
692 2071 2763
Left
107
Thru
142
Right
85 Out In Total
2096 334 2430
Left
130
Thru
488
Right
163
Total Out In
1879 781 2660
Peak Hour Begins at 07:45 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:
08:00 AM 07:45 AM 08:00 AM 07:45 AM
+0 mins. 23 301 119 443 186 361 8 555 24 36 28 88 30 120 51 201 +15 mins. 44 294 141 479 175 290 12 477 34 36 22 92 38 115 31 184 +30 mins. 22 289 131 442 192 312 10 514 28 41 19 88 32 127 35 194 +45 mins. 30 269 134 433 216 300 9 525 28 44 23 95 30 126 46 202 Total Volume 119 1153 525 1797 769 1263 39 2071 114 157 92 363 130 488 163 781 % App. Total 6.6 64.2 29.2 37.1 61 1.9 31.4 43.3 25.3 16.6 62.5 20.9 PHF .676 .958 .931 .938 .890 .875 .813 .933 .838 .892 .821 .955 .855 .961 .799 .967 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1257
Attachment 8
2294
File Name : 105_IRV_Von Karman_Barranca PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 1
City of Irvine
N/S: Tustin Ranch Rd/Von Karman Ave
E/W: Barranca Parkway
Weather: Clear
Groups Printed- Total Volume
Tustin Ranch Road
Southbound
Barranca Parkway
Westbound
Von Karman Avenue
Northbound
Barranca Parkway
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 04:00 PM 13 71 53 137 67 171 56 294 71 229 53 353 85 197 19 301 1085 04:15 PM 9 77 62 148 36 125 41 202 38 277 63 378 137 214 27 378 1106 04:30 PM 14 59 48 121 53 157 59 269 83 257 68 408 99 207 23 329 1127 04:45 PM 14 88 59 161 37 149 47 233 48 328 78 454 119 221 30 370 1218 Total 50 295 222 567 193 602 203 998 240 1091 262 1593 440 839 99 1378 4536 05:00 PM 17 74 51 142 53 168 58 279 71 311 81 463 123 284 29 436 1320 05:15 PM 16 103 64 183 54 136 53 243 43 332 64 439 168 285 50 503 1368 05:30 PM 20 78 62 160 60 193 62 315 62 319 58 439 150 233 34 417 1331 05:45 PM 15 96 55 166 56 147 41 244 47 294 50 391 115 243 33 391 1192 Total 68 351 232 651 223 644 214 1081 223 1256 253 1732 556 1045 146 1747 5211 Grand Total 118 646 454 1218 416 1246 417 2079 463 2347 515 3325 996 1884 245 3125 9747 Apprch % 9.7 53 37.3 20 59.9 20.1 13.9 70.6 15.5 31.9 60.3 7.8 Total % 1.2 6.6 4.7 12.5 4.3 12.8 4.3 21.3 4.8 24.1 5.3 34.1 10.2 19.3 2.5 32.1 Tustin Ranch Road
Southbound
Barranca Parkway
Westbound
Von Karman Avenue
Northbound
Barranca Parkway
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 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 14 88 59 161 37 149 47 233 48 328 78 454 119 221 30 370 1218 05:00 PM 17 74 51 142 53 168 58 279 71 311 81 463 123 284 29 436 1320 05:15 PM 16 103 64 183 54 136 53 243 43 332 64 439 168 285 50 503 1368 05:30 PM 20 78 62 160 60 193 62 315 62 319 58 439 150 233 34 417 1331 Total Volume 67 343 236 646 204 646 220 1070 224 1290 281 1795 560 1023 143 1726 5237 % App. Total 10.4 53.1 36.5 19.1 60.4 20.6 12.5 71.9 15.7 32.4 59.3 8.3 PHF .838 .833 .922 .883 .850 .837 .887 .849 .789 .971 .867 .969 .833 .897 .715 .858 .957 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1258
Attachment 8
2295
File Name : 105_IRV_Von Karman_Barranca PM
Site Code : 20220171
Start Date : 3/12/2020
Page No : 2
City of Irvine
N/S: Tustin Ranch Rd/Von Karman Ave
E/W: Barranca Parkway
Weather: Clear
Tustin Ranch Road
Barranca Parkway
Barranca Parkway
Von Karman Avenue
Right
236
Thru
343
Left
67 Out In Total
2070 646 2716
Right
220
Thru
646
Left
204
Out Total In
1371 1070 2441
Left
224
Thru
1290
Right
281
Out In Total
690 1795 2485
Left
560 1023
Thru Right
143
Total Out In
1106 1726 2832
Peak Hour Begins at 04:45 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:
05:00 PM 05:00 PM 04:45 PM 05:00 PM
+0 mins. 17 74 51 142 53 168 58 279 48 328 78 454 123 284 29 436 +15 mins. 16 103 64 183 54 136 53 243 71 311 81 463 168 285 50 503 +30 mins. 20 78 62 160 60 193 62 315 43 332 64 439 150 233 34 417 +45 mins. 15 96 55 166 56 147 41 244 62 319 58 439 115 243 33 391 Total Volume 68 351 232 651 223 644 214 1081 224 1290 281 1795 556 1045 146 1747 % App. Total 10.4 53.9 35.6 20.6 59.6 19.8 12.5 71.9 15.7 31.8 59.8 8.4 PHF .850 .852 .906 .889 .929 .834 .863 .858 .789 .971 .867 .969 .827 .917 .730 .868 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
K-1259
Attachment 8
2296
T218
DATE: LOCATION: PROJECT #: SC2143
Tue, May 21, 19 NORTH & SOUTH: LOCATION #: 7
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: 2 3 1 1 3 0 1 1 1 1 1 0 0 0 0 0
7:00 AM 55 107 23 4 208 10 16 20 43 54 18 1 559 0 1 0 0 1 7:15 AM 85 195 51 1 287 20 15 30 44 67 32 2 829 0 0 0 0 0 7:30 AM 108 203 98 8 294 30 29 50 40 70 83 2 1,015 0 1 0 0 1 7:45 AM 70 197 69 5 388 11 17 46 45 69 70 5 992 2 0 0 0 2 8:00 AM 39 182 32 3 321 18 7 28 33 62 34 6 765 0 0 0 0 0 8:15 AM 47 135 29 5 313 15 7 26 43 56 31 2 709 0 0 0 0 0 8:30 AM 43 126 11 4 269 8 5 17 41 47 19 2 592 0 0 0 0 0 8:45 AM 52 123 20 4 220 15 5 15 38 37 24 2 555 0 0 0 0 0 VOLUMES 499 1,268 333 34 2,300 127 101 232 327 462 311 22 6,016 2 2 0 0 4 APPROACH % 24% 60% 16% 1% 93% 5% 15% 35% 50% 58% 39% 3% APP/DEPART 2,100 / 1,393 2,461 / 3,091 660 / 597 795 / 935 0

BEGIN PEAK HR
VOLUMES 302 777 250 17 1,290 79 68 154 162 268 219 15 3,601 APPROACH % 23% 58% 19% 1% 93% 6% 18% 40% 42% 53% 44% 3% PEAK HR FACTOR 0.812 0.858 0.807 0.810 0.887
APP/DEPART 1,329 / 861 1,386 / 1,722 384 / 420 502 / 598 0 4:00 PM 77 251 66 2 149 29 17 37 51 71 72 10 832 0 1 0 0 1 4:15 PM 66 277 53 7 174 22 14 26 45 57 92 2 835 0 1 0 0 1 4:30 PM 98 281 52 5 173 34 17 31 39 40 91 10 871 1 0 0 0 1 4:45 PM 79 292 54 4 155 28 19 23 42 50 100 7 853 0 0 0 0 0 5:00 PM 93 299 59 8 169 14 13 37 50 46 91 12 891 1 0 0 0 1 5:15 PM 99 327 52 5 207 29 25 34 50 56 69 7 960 1 0 0 0 1 5:30 PM 107 337 65 2 178 17 14 45 52 45 82 10 954 0 1 0 0 1 5:45 PM 111 338 63 4 166 35 17 35 47 50 83 8 957 1 0 0 0 1 VOLUMES 730 2,402 464 37 1,371 208 136 268 376 415 680 66 7,153 4 3 0 0 7 APPROACH % 20% 67% 13% 2% 85% 13% 17% 34% 48% 36% 59% 6% APP/DEPART 3,596 / 2,607 1,616 / 2,166 780 / 766 1,161 / 1,614 0

BEGIN PEAK HR
VOLUMES 410 1,301 239 19 720 95 69 151 199 197 325 37 3,762 APPROACH % 21% 67% 12% 2% 86% 11% 16% 36% 47% 35% 58% 7% PEAK HR FACTOR 0.952 0.865 0.944 0.938 0.980
APP/DEPART 1,950 / 1,408 834 / 1,119 419 / 408 559 / 827 0 Red Hill

NORTH SIDE
El Camino Real WEST SIDE EAST SIDE El Camino Real

SOUTH SIDE
Red Hill

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 0 7 6 16 3 0 7 4 14 0 0 0 2 2
7:15 AM 29 0 35 13 77 29 0 34 13 76 0 0 1 0 1
7:30 AM 67 0 30 25 122 64 0 30 24 118 3 0 0 1 4
7:45 AM 16 0 7 6 29 16 0 7 6 29 0 0 0 0 0
8:00 AM 6 0 2 3 11 5 0 2 2 9 1 0 0 1 2
8:15 AM 1 0 2 2 5 1 0 1 1 3 0 0 1 1 2
8:30 AM 7 0 2 3 12 7 0 2 3 12 0 0 0 0 0
8:45 AM 3 0 2 3 8 2 0 1 2 5 1 0 1 1 3
TOTAL 132 0 87 61 280 127 0 84 55 266 5 0 3 6 14
AM BEGIN PEAK HR 114 0 73 45 232
4:00 PM 21 0 16 4 41 18 0 16 4 38 3 0 0 0 3
4:15 PM 14 0 14 12 40 14 0 13 12 39 0 0 1 0 1
4:30 PM 12 0 10 9 31 10 0 10 8 28 2 0 0 1 3
4:45 PM 6 0 4 9 19 4 0 4 8 16 2 0 0 1 3
5:00 PM 6 0 4 7 17 4 0 4 5 13 2 0 0 2 4
5:15 PM 12 0 8 1 21 10 0 8 1 19 2 0 0 0 2
5:30 PM 13 0 6 7 26 13 0 6 7 26 0 0 0 0 0
5:45 PM 4 0 8 5 17 1 0 5 3 9 3 0 3 2 8
TOTAL 88 0 70 54 212 74 0 66 48 188 14 0 4 6 24
28 0 23 16 67

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Tustin
Red Hill
El Camino Real
PM BEGIN PEAK HR 5:00 PM

PEDESTRIAN CROSSINGS BICYCLE CROSSINGS

U-TURNS
Red Hill
Queue AM SB, PM NB/SB
Red Hill El Camino Real El Camino Real

AM PM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
Add U-Turns to Left Turns
K-1260
Attachment 8
2297
T218
DATE: LOCATION: PROJECT #: SC2143
Tue, May 21, 19 NORTH & SOUTH: LOCATION #: 6
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 3 X X 3 1 X X X 1.5 0.5 1 0 0 0 0
7:00 AM 47 118 0 0 193 112 0 0 0 49 0 59 578 0 0 0 0 0
7:15 AM 71 267 0 0 266 124 0 0 0 59 0 74 861 0 0 0 0 0
7:30 AM 73 351 0 0 315 94 0 0 0 57 0 58 948 0 0 0 0 0
7:45 AM 91 273 0 0 359 144 0 0 0 66 0 64 997 0 0 0 0 0
8:00 AM 88 182 0 0 310 108 0 0 0 43 0 62 793 0 0 0 0 0
8:15 AM 63 127 0 0 290 117 0 0 0 50 0 79 726 0 0 0 0 0
8:30 AM 65 117 0 0 260 94 0 0 0 77 1 76 690 0 0 0 0 0
8:45 AM 49 104 0 0 221 86 0 0 0 83 1 94 638 0 0 0 0 0
VOLUMES 547 1,539 0 0 2,214 879 0 0 0 484 2 566 6,231 0 0 0 0 0 APPROACH % 26% 74% 0% 0% 72% 28% 0% 0% 0% 46% 0% 54%
APP/DEPART 2,086 / 2,105 3,093 / 2,698 0 / 0 1,052 / 1,428 0

BEGIN PEAK HR
VOLUMES 323 1,073 0 0 1,250 470 0 0 0 225 0 258 3,599
APPROACH % 23% 77% 0% 0% 73% 27% 0% 0% 0% 47% 0% 53%
PEAK HR FACTOR 0.823 0.855 0.000 0.908 0.902
APP/DEPART 1,396 / 1,331 1,720 / 1,475 0 / 0 483 / 793 0 4:00 PM 75 321 0 0 209 67 0 0 0 59 11 53 795 0 0 0 0 0
4:15 PM 101 329 0 0 214 64 0 0 0 42 11 58 819 0 0 0 0 0 4:30 PM 68 342 0 0 192 58 0 0 0 58 19 107 844 0 0 0 0 0 4:45 PM 85 354 0 0 198 50 0 0 0 35 25 85 832 0 0 0 0 0
5:00 PM 69 368 0 0 219 48 0 0 0 57 21 85 867 0 0 0 0 0
5:15 PM 73 378 0 0 253 48 0 0 0 65 30 98 945 0 0 0 0 0
5:30 PM 60 409 0 0 244 46 0 0 0 65 25 113 962 0 0 0 0 0 5:45 PM 67 386 0 0 213 46 0 0 0 66 19 114 911 0 0 0 0 0 VOLUMES 598 2,887 0 0 1,742 427 0 0 0 447 161 713 6,975 0 0 0 0 0 APPROACH % 17% 83% 0% 0% 80% 20% 0% 0% 0% 34% 12% 54%
APP/DEPART 3,485 / 3,600 2,169 / 2,189 0 / 0 1,321 / 1,186 0

BEGIN PEAK HR
VOLUMES 269 1,541 0 0 929 188 0 0 0 253 95 410 3,685
APPROACH % 15% 85% 0% 0% 83% 17% 0% 0% 0% 33% 13% 54%
PEAK HR FACTOR 0.965 0.928 0.000 0.933 0.958
APP/DEPART 1,810 / 1,951 1,117 / 1,182 0 / 0 758 / 552 0 Red Hill

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

SOUTH SIDE
Red Hill

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 10 4 14 0 0 10 3 13 0 0 0 1 1
7:15 AM 0 0 33 3 36 0 0 29 3 32 0 0 4 0 4
7:30 AM 0 0 29 24 53 0 0 26 23 49 0 0 3 1 4
7:45 AM 0 0 7 6 13 0 0 7 6 13 0 0 0 0 0
8:00 AM 0 0 3 5 8 0 0 3 3 6 0 0 0 2 2
8:15 AM 0 0 4 1 5 0 0 2 0 2 0 0 2 1 3
8:30 AM 0 0 5 0 5 0 0 4 0 4 0 0 1 0 1
8:45 AM 0 0 2 3 5 0 0 1 2 3 0 0 1 1 2
TOTAL 0 0 93 46 139 0 0 82 40 122 0 0 11 6 17
AM BEGIN PEAK HR 0 0 65 35 100
4:00 PM 0 0 16 3 19 0 0 15 3 18 0 0 1 0 1
4:15 PM 0 0 10 14 24 0 0 9 14 23 0 0 1 0 1
4:30 PM 0 0 6 1 7 0 0 6 0 6 0 0 0 1 1
4:45 PM 0 0 7 5 12 0 0 7 3 10 0 0 0 2 2
5:00 PM 0 0 5 12 17 0 0 5 9 14 0 0 0 3 3
5:15 PM 0 0 4 3 7 0 0 4 3 7 0 0 0 0 0
5:30 PM 0 0 3 4 7 0 0 3 4 7 0 0 0 0 0
5:45 PM 0 0 10 3 13 0 0 6 1 7 0 0 4 2 6
TOTAL 0 0 61 45 106 0 0 55 37 92 0 0 6 8 14
0 0 18 17 35

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Tustin
Red Hill
I-5 NB Ramps
PM BEGIN PEAK HR 5:00 PM

PEDESTRIAN CROSSINGS BICYCLE CROSSINGS

U-TURNS
Red Hill
Queue AM NB, PM NB/SB
Red Hill I-5 NB Ramps I-5 NB Ramps

AM PM AM
7:15 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS
7:15 AM
Add U-Turns to Left Turns
K-1261
Attachment 8
2298
T218
DATE: LOCATION: PROJECT #: SC2143
Tue, May 21, 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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 4 1 1 3 X 0.5 0.5 1 X X X 0 0 0 0
7:00 AM 0 136 124 81 161 0 29 0 53 0 0 0 584 0 0 0 0 0
7:15 AM 0 305 137 89 236 0 33 0 59 0 0 0 859 0 0 0 0 0
7:30 AM 0 378 133 101 271 0 46 0 81 0 0 0 1,010 0 0 0 0 0 7:45 AM 0 314 154 99 326 0 50 1 90 0 0 0 1,034 0 0 0 0 0 8:00 AM 0 233 120 92 261 0 37 2 75 0 0 0 820 0 0 0 0 0
8:15 AM 0 160 105 91 249 0 31 1 57 0 0 0 694 0 0 0 0 0
8:30 AM 0 155 92 103 234 0 27 0 62 0 0 0 673 0 0 0 0 0
8:45 AM 0 127 105 87 217 0 26 0 72 0 0 0 634 0 0 0 0 0
VOLUMES 0 1,808 970 743 1,955 0 279 4 549 0 0 0 6,308 0 0 0 0 0 APPROACH % 0% 65% 35% 28% 72% 0% 34% 0% 66% 0% 0% 0%
APP/DEPART 2,778 / 2,087 2,698 / 2,504 832 / 1,717 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 1,230 544 381 1,094 0 166 3 305 0 0 0 3,723
APPROACH % 0% 69% 31% 26% 74% 0% 35% 1% 64% 0% 0% 0%
PEAK HR FACTOR 0.868 0.868 0.840 0.000 0.900
APP/DEPART 1,774 / 1,396 1,475 / 1,399 474 / 928 0 / 0 0 4:00 PM 0 324 127 75 193 0 69 1 63 0 0 0 852 0 0 0 0 0
4:15 PM 0 357 105 89 167 0 73 0 66 0 0 0 857 0 0 0 0 0
4:30 PM 0 335 94 77 173 0 75 0 76 0 0 0 830 0 0 0 0 0
4:45 PM 0 372 119 72 161 0 67 0 69 0 0 0 860 0 0 0 0 0
5:00 PM 0 367 125 82 194 0 70 1 62 0 0 0 901 0 0 0 0 0
5:15 PM 0 370 113 103 218 0 81 0 69 0 0 0 954 0 0 0 0 0 5:30 PM 0 387 119 89 220 0 82 1 78 0 0 0 976 0 0 0 0 0
5:45 PM 0 381 121 74 205 0 72 0 65 0 0 0 918 0 0 0 0 0
VOLUMES 0 2,893 923 661 1,531 0 589 3 548 0 0 0 7,148 0 0 0 0 0 APPROACH % 0% 76% 24% 30% 70% 0% 52% 0% 48% 0% 0% 0%
APP/DEPART 3,816 / 3,482 2,192 / 2,079 1,140 / 1,587 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 1,505 478 348 837 0 305 2 274 0 0 0 3,749
APPROACH % 0% 76% 24% 29% 71% 0% 52% 0% 47% 0% 0% 0%
PEAK HR FACTOR 0.980 0.923 0.902 0.000 0.960
APP/DEPART 1,983 / 1,810 1,185 / 1,111 581 / 828 0 / 0 0 Red Hill

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

SOUTH SIDE
Red Hill

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 17 4 21 0 0 17 3 20 0 0 0 1 1
7:15 AM 0 0 33 3 36 0 0 30 3 33 0 0 3 0 3
7:30 AM 0 0 26 25 51 0 0 25 24 49 0 0 1 1 2
7:45 AM 0 0 7 4 11 0 0 7 4 11 0 0 0 0 0
8:00 AM 0 0 1 4 5 0 0 1 3 4 0 0 0 1 1
8:15 AM 0 0 5 2 7 0 0 3 0 3 0 0 2 2 4
8:30 AM 0 0 5 0 5 0 0 3 0 3 0 0 2 0 2
8:45 AM 0 0 2 3 5 0 0 0 2 2 0 0 2 1 3
TOTAL 0 0 96 45 141 0 0 86 39 125 0 0 10 6 16
AM BEGIN PEAK HR 0 0 63 34 97
4:00 PM 0 0 14 3 17 0 0 12 3 15 0 0 2 0 2
4:15 PM 0 0 6 9 15 0 0 5 9 14 0 0 1 0 1
4:30 PM 0 0 7 2 9 0 0 7 1 8 0 0 0 1 1
4:45 PM 0 0 8 6 14 0 0 8 4 12 0 0 0 2 2
5:00 PM 0 0 5 7 12 0 0 3 5 8 0 0 2 2 4
5:15 PM 0 0 6 6 12 0 0 5 6 11 0 0 1 0 1
5:30 PM 0 0 3 4 7 0 0 3 4 7 0 0 0 0 0
5:45 PM 0 0 11 3 14 0 0 7 0 7 0 0 4 3 7
TOTAL 0 0 60 40 100 0 0 50 32 82 0 0 10 8 18
0 0 18 15 33

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

PEDESTRIAN CROSSINGS BICYCLE CROSSINGS

U-TURNS
Red Hill
Queue AM WB/EB, PM EB.

Red Hill I-5 SB Ramps I-5 SB Ramps

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Tustin
Red Hill
I-5 SB Ramps
Add U-Turns to Left Turns
K-1262
Attachment 8
2299
T218
DATE: LOCATION: PROJECT #: SC2143
Tue, May 21, 19 NORTH & SOUTH: LOCATION #: 4
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 3.5 0.5 1 3 0 1 1 0 1 1 0 0 0 0 0
7:00 AM 1 191 3 13 182 10 41 5 5 9 5 35 500 0 0 0 0 0
7:15 AM 2 329 4 29 250 19 61 14 11 11 6 51 787 0 0 0 0 0 7:30 AM 5 387 5 35 292 22 63 11 8 16 9 55 908 0 0 0 0 0 7:45 AM 5 334 7 55 306 53 61 23 14 9 6 54 927 1 0 0 0 1 8:00 AM 4 235 7 31 284 24 54 10 14 12 4 52 731 0 0 0 0 0 8:15 AM 0 175 1 17 272 13 48 8 4 6 8 35 587 0 0 0 0 0
8:30 AM 6 190 4 21 266 16 37 5 1 9 5 25 585 0 0 0 0 0
8:45 AM 0 157 5 17 253 16 48 6 9 7 2 23 543 0 1 0 0 1
VOLUMES 23 1,998 36 218 2,105 173 413 82 66 79 45 330 5,568 1 1 0 0 2 APPROACH % 1% 97% 2% 9% 84% 7% 74% 15% 12% 17% 10% 73%
APP/DEPART 2,057 / 2,742 2,496 / 2,251 561 / 335 454 / 240 0

BEGIN PEAK HR
VOLUMES 16 1,285 23 150 1,132 118 239 58 47 48 25 212 3,353 APPROACH % 1% 97% 2% 11% 81% 8% 69% 17% 14% 17% 9% 74%
PEAK HR FACTOR 0.834 0.845 0.878 0.891 0.904
APP/DEPART 1,324 / 1,736 1,400 / 1,228 344 / 231 285 / 158 0 4:00 PM 7 376 8 48 200 20 44 19 4 9 16 26 777 0 0 0 0 0 4:15 PM 5 377 6 40 162 22 51 17 4 15 23 31 753 1 2 0 0 3 4:30 PM 5 342 5 41 203 15 46 19 4 7 15 36 738 0 0 0 0 0 4:45 PM 2 396 7 32 168 16 59 20 6 19 23 28 776 0 2 0 0 2 5:00 PM 10 386 4 39 213 17 60 23 8 12 19 38 829 0 0 0 0 0 5:15 PM 7 390 11 42 223 21 55 22 4 8 19 39 841 0 0 0 0 0 5:30 PM 8 391 8 42 229 27 65 26 14 7 15 33 865 0 0 0 0 0 5:45 PM 4 400 8 43 191 21 64 18 13 20 29 29 840 0 0 0 0 0 VOLUMES 48 3,058 57 327 1,589 159 444 164 57 97 159 260 6,419 1 4 0 0 5 APPROACH % 2% 97% 2% 16% 77% 8% 67% 25% 9% 19% 31% 50%
APP/DEPART 3,163 / 3,766 2,075 / 1,744 665 / 544 516 / 365 0

BEGIN PEAK HR
VOLUMES 29 1,567 31 166 856 86 244 89 39 47 82 139 3,375 APPROACH % 2% 96% 2% 15% 77% 8% 66% 24% 10% 18% 31% 52% PEAK HR FACTOR 0.987 0.930 0.886 0.859 0.975
APP/DEPART 1,627 / 1,950 1,108 / 942 372 / 286 268 / 197 0 Red Hill

NORTH SIDE
Nisson WEST SIDE EAST SIDE Nisson

SOUTH SIDE
Red Hill

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 6 3 10 0 1 6 2 9 0 0 0 1 1
7:15 AM 0 5 16 1 22 0 5 13 1 19 0 0 3 0 3
7:30 AM 0 3 18 1 22 0 3 17 1 21 0 0 1 0 1
7:45 AM 0 7 4 5 16 0 6 2 5 13 0 1 2 0 3
8:00 AM 0 0 0 3 3 0 0 0 2 2 0 0 0 1 1
8:15 AM 0 2 1 2 5 0 1 1 0 2 0 1 0 2 3
8:30 AM 1 5 3 1 10 0 4 2 1 7 1 1 1 0 3
8:45 AM 0 2 4 2 8 0 2 4 1 7 0 0 0 1 1
TOTAL 1 25 52 18 96 0 22 45 13 80 1 3 7 5 16
AM BEGIN PEAK HR 0 14 32 9 55
4:00 PM 0 11 10 2 23 0 11 9 2 22 0 0 1 0 1
4:15 PM 0 7 6 9 22 0 7 5 9 21 0 0 1 0 1
4:30 PM 0 2 4 1 7 0 2 4 0 6 0 0 0 1 1
4:45 PM 0 13 9 4 26 0 12 9 2 23 0 1 0 2 3
5:00 PM 0 3 5 8 16 0 3 5 5 13 0 0 0 3 3
5:15 PM 0 6 5 6 17 0 4 5 6 15 0 2 0 0 2
5:30 PM 0 12 2 3 17 0 12 2 3 17 0 0 0 0 0
5:45 PM 0 22 10 2 34 0 22 6 0 28 0 0 4 2 6
TOTAL 0 76 51 35 162 0 73 45 27 145 0 3 6 8 17
0 41 18 14 73

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

PEDESTRIAN CROSSINGS BICYCLE CROSSINGS

U-TURNS
Red Hill
Queue AM/PM NB/SB
Red Hill Nisson Nisson

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Tustin
Red Hill
Nisson
Add U-Turns to Left Turns
K-1263
Attachment 8
2300
T218
DATE: LOCATION: PROJECT #: SC2143
Tue, May 21, 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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 3 0 1 3 0 1 2 0 2 2 0 0 0 0 0
7:00 AM 8 89 27 18 159 13 23 75 50 31 38 15 546 4 0 0 0 4 7:15 AM 17 112 14 24 211 22 42 92 92 38 66 30 760 2 0 0 0 2 7:30 AM 27 139 35 23 303 24 44 99 113 57 59 36 959 2 0 0 0 2 7:45 AM 52 156 26 30 261 38 44 127 101 48 69 33 985 4 0 0 0 4 8:00 AM 37 112 23 25 260 31 28 76 82 47 57 20 798 6 0 0 0 6 8:15 AM 12 69 26 25 239 26 24 89 74 43 55 24 706 2 0 0 0 2 8:30 AM 17 110 25 30 236 17 21 83 59 40 46 24 708 4 0 0 0 4 8:45 AM 24 89 15 19 243 13 14 76 56 34 43 24 650 2 1 0 0 3 VOLUMES 194 876 191 194 1,912 184 240 717 627 338 433 206 6,112 26 1 0 0 27 APPROACH % 15% 69% 15% 8% 83% 8% 15% 45% 40% 35% 44% 21% APP/DEPART 1,261 / 1,323 2,290 / 2,903 1,584 / 1,101 977 / 785 0

BEGIN PEAK HR
VOLUMES 133 519 98 102 1,035 115 158 394 388 190 251 119 3,502 APPROACH % 18% 69% 13% 8% 83% 9% 17% 42% 41% 34% 45% 21% PEAK HR FACTOR 0.801 0.894 0.864 0.921 0.889
APP/DEPART 750 / 796 1,252 / 1,627 940 / 594 560 / 485 0 4:00 PM 71 342 26 30 133 24 38 50 30 53 210 33 1,040 3 1 0 0 4 4:15 PM 59 305 27 25 104 27 19 76 21 54 176 38 931 2 1 0 0 3 4:30 PM 82 326 19 30 94 34 32 68 20 42 152 43 942 5 0 0 0 5 4:45 PM 69 338 14 31 89 29 27 74 24 51 162 47 955 5 0 0 0 5 5:00 PM 55 375 20 22 97 41 24 70 30 53 164 39 990 3 0 0 0 3 5:15 PM 67 311 15 39 125 37 26 68 25 53 186 59 1,011 4 0 0 0 4 5:30 PM 87 361 30 37 96 50 28 62 28 55 164 44 1,042 0 0 0 0 0 5:45 PM 75 334 34 36 99 46 32 66 26 41 161 34 984 3 0 0 0 3 VOLUMES 565 2,692 185 250 837 288 226 534 204 402 1,375 337 7,895 25 2 0 0 27 APPROACH % 16% 78% 5% 18% 61% 21% 23% 55% 21% 19% 65% 16% APP/DEPART 3,442 / 3,257 1,375 / 1,468 964 / 967 2,114 / 2,203 0

BEGIN PEAK HR
VOLUMES 284 1,381 99 134 417 174 110 266 109 202 675 176 4,027 APPROACH % 16% 78% 6% 18% 58% 24% 23% 55% 22% 19% 64% 17% PEAK HR FACTOR 0.923 0.902 0.978 0.883 0.966
APP/DEPART 1,764 / 1,667 725 / 738 485 / 499 1,053 / 1,123 0 Red Hill

NORTH SIDE
Walnut WEST SIDE EAST SIDE Walnut

SOUTH SIDE
Red Hill

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 3 0 10 15 0 3 0 6 9 2 0 0 4 6
7:15 AM 1 1 1 12 15 1 1 1 11 14 0 0 0 1 1
7:30 AM 2 4 4 8 18 2 4 4 8 18 0 0 0 0 0
7:45 AM 1 1 1 6 9 1 1 1 6 9 0 0 0 0 0
8:00 AM 1 3 2 2 8 1 3 0 2 6 0 0 2 0 2
8:15 AM 0 3 4 5 12 0 1 2 4 7 0 2 2 1 5
8:30 AM 0 3 1 1 5 0 2 0 1 3 0 1 1 0 2
8:45 AM 2 2 0 5 9 2 2 0 3 7 0 0 0 2 2
TOTAL 9 20 13 49 91 7 17 8 41 73 2 3 5 8 18
AM BEGIN PEAK HR 5 9 6 27 47
4:00 PM 0 3 1 0 4 0 3 0 0 3 0 0 1 0 1
4:15 PM 0 4 6 3 13 0 3 4 2 9 0 1 2 1 4
4:30 PM 1 9 1 1 12 0 8 1 1 10 1 1 0 0 2
4:45 PM 1 4 4 8 17 1 3 4 7 15 0 1 0 1 2
5:00 PM 0 4 2 2 8 0 3 1 2 6 0 1 1 0 2
5:15 PM 0 2 1 10 13 0 2 0 7 9 0 0 1 3 4
5:30 PM 0 4 5 9 18 0 3 4 5 12 0 1 1 4 6
5:45 PM 1 5 2 9 17 1 4 2 7 14 0 1 0 2 3
TOTAL 3 35 22 42 102 2 29 16 31 78 1 6 6 11 24
1 12 7 21 41

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

PEDESTRIAN CROSSINGS BICYCLE CROSSINGS

U-TURNS
Red Hill Red Hill Walnut Walnut

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Tustin
Red Hill
Walnut
Add U-Turns to Left Turns
K-1264
Attachment 8
2301
T218
DATE: LOCATION: PROJECT #: SC2143
Tue, Apr 16, 19 NORTH & SOUTH: LOCATION #: 6
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 4 0 1 3 0 1 1 1 2 1 1 0 0 0 0
7:00 AM 7 50 14 12 169 16 8 14 15 38 72 10 425 0 0 0 0 0 7:15 AM 14 68 10 18 224 12 1 18 13 28 53 14 473 1 0 0 0 1 7:30 AM 17 76 28 29 222 16 4 28 18 48 78 21 585 0 0 0 0 0 7:45 AM 20 86 30 46 262 14 2 46 17 71 95 49 738 0 1 0 1 2 8:00 AM 17 78 22 20 286 14 6 34 14 64 90 32 677 1 0 0 0 1 8:15 AM 22 70 26 36 239 19 5 28 11 63 76 18 613 0 1 0 1 2 8:30 AM 17 87 25 16 234 21 6 29 11 51 81 21 599 1 0 0 0 1 8:45 AM 26 56 24 17 259 24 4 23 14 56 59 19 581 0 0 0 0 0 VOLUMES 140 571 179 194 1,895 136 36 220 113 419 604 184 4,691 3 2 0 2 7 APPROACH % 16% 64% 20% 9% 85% 6% 10% 60% 31% 35% 50% 15% APP/DEPART 890 / 793 2,225 / 2,428 369 / 593 1,207 / 877 0

BEGIN PEAK HR
VOLUMES 76 321 103 118 1,021 68 19 137 53 249 342 120 2,627 APPROACH % 15% 64% 21% 10% 85% 6% 9% 66% 25% 35% 48% 17% PEAK HR FACTOR 0.919 0.937 0.804 0.827 0.890
APP/DEPART 500 / 462 1,207 / 1,323 209 / 358 711 / 484 0 4:00 PM 47 341 54 17 106 16 11 44 13 33 40 25 747 1 0 0 0 1 4:15 PM 83 378 36 18 106 18 12 31 10 20 50 32 794 0 0 0 0 0 4:30 PM 51 384 44 39 99 18 23 42 28 35 49 32 844 0 1 0 0 1 4:45 PM 35 365 66 29 122 17 16 39 19 20 42 35 805 0 1 0 0 1 5:00 PM 52 425 69 24 105 7 19 78 18 28 36 28 889 0 0 0 0 0 5:15 PM 79 446 88 15 107 6 11 28 17 33 42 16 888 1 0 0 0 1 5:30 PM 56 370 83 17 117 19 13 31 19 32 41 17 815 0 0 0 0 0 5:45 PM 73 407 68 30 108 8 9 27 9 18 53 19 829 1 0 0 0 1 VOLUMES 476 3,116 508 189 870 109 114 320 133 219 353 204 6,611 3 2 0 0 5 APPROACH % 12% 76% 12% 16% 74% 9% 20% 56% 23% 28% 45% 26% APP/DEPART 4,100 / 3,436 1,168 / 1,225 567 / 1,015 776 / 935 0

BEGIN PEAK HR
VOLUMES 217 1,620 267 107 433 48 69 187 82 116 169 111 3,426 APPROACH % 10% 77% 13% 18% 74% 8% 20% 55% 24% 29% 43% 28% PEAK HR FACTOR 0.858 0.875 0.735 0.853 0.963
APP/DEPART 2,104 / 1,802 588 / 632 338 / 559 396 / 433 0 Red Hill

NORTH SIDE
Valencia WEST SIDE EAST SIDE Valencia

SOUTH SIDE
Red Hill

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 1 0 2 1 0 0 0 1 0 0 1 0 1
7:15 AM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0
7:30 AM 0 1 0 1 2 0 1 0 0 1 0 0 0 1 1
7:45 AM 0 1 0 1 2 0 0 0 1 1 0 1 0 0 1
8:00 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0
8:15 AM 1 0 0 2 3 0 0 0 2 2 1 0 0 0 1
8:30 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0
8:45 AM 0 2 0 2 4 0 1 0 2 3 0 1 0 0 1
TOTAL 2 4 3 7 16 1 2 2 6 11 1 2 1 1 5
AM BEGIN PEAK HR 0 0 2 3 5
4:00 PM 2 0 3 0 5 1 0 0 0 1 1 0 3 0 4
4:15 PM 0 0 0 2 2 0 0 0 2 2 0 0 0 0 0
4:30 PM 1 0 2 1 4 0 0 0 0 0 1 0 2 1 4
4:45 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1
5:00 PM 1 1 0 1 3 0 1 0 0 1 1 0 0 1 2
5:15 PM 0 0 1 1 2 0 0 1 0 1 0 0 0 1 1
5:30 PM 0 0 2 1 3 0 0 2 1 3 0 0 0 0 0
5:45 PM 0 2 0 2 4 0 0 0 1 1 0 2 0 1 3
TOTAL 4 4 8 8 24 1 1 3 4 9 3 3 5 4 15
0 1 1 0 2

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

PEDESTRIAN CROSSINGS BICYCLE CROSSINGS

U-TURNS
Red Hill Red Hill Valencia Valencia

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Tustin
Red Hill
Valencia
Add U-Turns to Left Turns
K-1265
Attachment 8
2302
T218
DATE: LOCATION: PROJECT #: SC2143
Thu, May 23, 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 NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 3 1 2 3 X X X X 3 X 2 0 0 0 0
7:00 AM 0 51 40 75 177 0 0 0 0 53 0 59 455 0 0 0 0 0
7:15 AM 0 52 46 65 226 0 0 0 0 73 0 40 502 0 0 0 0 0
7:30 AM 0 70 59 58 284 0 0 0 0 97 0 30 598 0 0 0 0 0
7:45 AM 0 71 66 134 342 0 0 0 0 163 0 44 820 0 0 0 0 0
8:00 AM 0 67 62 118 322 0 0 0 0 138 0 30 737 0 0 0 0 0
8:15 AM 0 82 65 100 327 0 0 0 0 148 0 51 773 0 0 0 0 0
8:30 AM 0 49 67 99 285 0 0 0 0 136 0 47 683 0 0 0 0 0
8:45 AM 0 62 55 90 271 0 0 0 0 143 0 46 667 0 0 0 0 0
VOLUMES 0 504 460 739 2,234 0 0 0 0 951 0 347 5,235 0 0 0 0 0 APPROACH % 0% 52% 48% 25% 75% 0% 0% 0% 0% 73% 0% 27%
APP/DEPART 964 / 851 2,973 / 3,185 0 / 1,199 1,298 / 0 0

BEGIN PEAK HR
VOLUMES 0 269 260 451 1,276 0 0 0 0 585 0 172 3,013
APPROACH % 0% 51% 49% 26% 74% 0% 0% 0% 0% 77% 0% 23%
PEAK HR FACTOR 0.900 0.907 0.000 0.914 0.919
APP/DEPART 529 / 441 1,727 / 1,861 0 / 711 757 / 0 0
4:00 PM 0 342 151 73 104 0 0 0 0 86 0 99 855 0 0 0 0 0
4:15 PM 0 337 174 74 107 0 0 0 0 98 0 95 885 1 0 0 0 1
4:30 PM 0 369 169 83 102 0 0 0 0 98 0 105 926 2 0 0 0 2 4:45 PM 0 355 170 73 115 0 0 0 0 98 0 113 924 0 0 0 0 0 5:00 PM 0 429 228 82 126 0 0 0 0 112 0 120 1,097 0 0 0 0 0 5:15 PM 0 346 222 97 136 0 0 0 0 108 0 111 1,020 0 0 0 0 0 5:30 PM 0 407 248 87 121 0 0 0 0 142 0 96 1,101 0 0 0 0 0 5:45 PM 0 424 248 81 127 0 0 0 0 112 0 101 1,093 0 0 0 0 0 VOLUMES 0 3,009 1,610 650 938 0 0 0 0 854 0 840 7,904 3 0 0 0 3 APPROACH % 0% 65% 35% 41% 59% 0% 0% 0% 0% 50% 0% 50%
APP/DEPART 4,622 / 3,849 1,588 / 1,795 0 / 2,260 1,694 / 0 0

BEGIN PEAK HR
VOLUMES 0 1,606 946 347 510 0 0 0 0 474 0 428 4,311
APPROACH % 0% 63% 37% 40% 60% 0% 0% 0% 0% 53% 0% 47%
PEAK HR FACTOR 0.949 0.920 0.000 0.947 0.979
APP/DEPART 2,552 / 2,034 857 / 984 0 / 1,293 902 / 0 0
Tustin Ranch

NORTH SIDE
Warner North WEST SIDE EAST SIDE Warner North

SOUTH SIDE
Tustin Ranch

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 2 2 2 7 0 0 1 0 1 1 2 1 2 6
7:15 AM 0 0 0 0 0 0 0 0 0 0 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 1 0 0 1 2 0 0 0 0 0 1 0 0 1 2
8:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1
8:15 AM 0 1 2 0 3 0 0 2 0 2 0 1 0 0 1
8:30 AM 0 1 1 1 3 0 0 1 0 1 0 1 0 1 2
8:45 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0
TOTAL 2 4 6 5 17 0 0 5 0 5 2 4 1 5 12
AM BEGIN PEAK HR 0 0 3 0 3
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 1 1 0 0 2 0 1 0 0 1 1 0 0 0 1
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 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 1 1 0 2 0 0 0 0 0 0 1 1 0 2
5:30 PM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1
5:45 PM 1 1 1 2 5 0 0 0 0 0 1 1 1 2 5
TOTAL 2 3 4 2 11 0 1 1 0 2 2 2 3 2 9
0 0 1 0 1

AM PM AM
7:45 AM
PM
5:00 PM
PEDESTRIAN + BIKE CROSSINGS
7:45 AM
PM BEGIN PEAK HR 5:00 PM

PEDESTRIAN CROSSINGS BICYCLE CROSSINGS

U-TURNS
Tustin Ranch Tustin Ranch Warner North Warner North

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Tustin
Tustin Ranch
Warner North
Add U-Turns to Left Turns
K-1266
Attachment 8
2303
National Data & Surveying Services
Intersection Turning Movement Count Location: Walnut Ave & Tustin Ranch Rd City: Tustin Project ID: 19-01171-001
Control: Signalized Date:

NS/EW Streets:
2210220023102310

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 14 26 41 0 78 87 55 0 19 91 39 0 151 239 35 0 875 7:15 AM 16 30 35 0 133 123 46 0 8 93 27 0 116 266 40 0 933 7:30 AM 31 52 15 0 125 122 94 0 17 94 43 0 133 383 63 0 1172 7:45 AM 31 33 36 0 115 133 100 0 15 125 72 0 103 383 93 0 1239 8:00 AM 35 40 35 0 71 110 67 0 15 99 56 0 117 392 44 0 1081 8:15 AM 47 53 47 0 58 97 68 0 15 78 43 0 130 447 43 1 1127 8:30 AM 24 41 34 0 57 115 59 0 15 83 42 0 131 437 43 0 1081 8:45 AM 30 62 42 0 58 120 59 0 17 85 51 0 152 345 24 0 1045

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 228 337 285 0 695 907 548 0 121 748 373 0 1033 2892 385 1 8553 APPROACH %'s : 26.82% 39.65% 33.53% 0.00% 32.33% 42.19% 25.49% 0.00% 9.74% 60.23% 30.03% 0.00% 23.96% 67.08% 8.93% 0.02% PEAK HR : 07:30 AM 39 37 44 07:45 AM TOTAL
PEAK HR VOL : 144 178 133 0 369 462 329 0 62 396 214 0 483 1605 243 1 4619 PEAK HR FACTOR : 0.766 0.840 0.707 0.000 0.738 0.868 0.823 0.000 0.912 0.792 0.743 0.000 0.908 0.898 0.653 0.250 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 2210220023102310

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 33 234 203 0 33 51 27 0 70 326 42 0 47 138 78 0 1282 4:15 PM 37 154 128 0 45 45 28 0 107 381 46 2 63 159 98 1 1294 4:30 PM 31 185 178 0 48 59 26 1 79 429 41 1 49 147 88 2 1364 4:45 PM 27 192 144 0 46 56 26 0 86 442 28 0 46 150 90 0 1333 5:00 PM 42 204 174 1 50 55 35 0 105 439 44 1 61 157 111 0 1479 5:15 PM 44 224 169 0 47 69 34 0 104 424 41 2 51 143 101 1 1454 5:30 PM 37 222 166 0 39 48 35 0 104 448 44 1 60 151 113 0 1468 5:45 PM 32 214 129 0 52 59 41 0 92 397 59 0 68 149 95 0 1387

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 283 1629 1291 1 360 442 252 1 747 3286 345 7 445 1194 774 4 11061 APPROACH %'s : 8.83% 50.84% 40.29% 0.03% 34.12% 41.90% 23.89% 0.09% 17.04% 74.94% 7.87% 0.16% 18.41% 49.40% 32.02% 0.17% PEAK HR : 05:00 PM 293 289 296 05:00 PM TOTAL
PEAK HR VOL : 155 864 638 1 188 231 145 0 405 1708 188 4 240 600 420 1 5788 PEAK HR FACTOR : 0.881 0.964 0.917 0.250 0.904 0.837 0.884 0.000 0.964 0.953 0.797 0.500 0.882 0.955 0.929 0.250

EASTBOUND
8/27/2019
Tustin Ranch Rd

NORTHBOUND
Tustin Ranch Rd

0.939

WESTBOUND
Walnut Ave Walnut Ave

0.833 0.792

EASTBOUND
PM
AM
07:30 AM - 08:30 AM

NORTHBOUND

0.774 0.932
Total

0.978 0.965

WESTBOUND

0.958

SOUTHBOUND

0.949 0.928
05:00 PM - 06:00 PM

SOUTHBOUND
K-1267
Attachment 8
2304
T319
DATE: LOCATION: PROJECT #: CMP2019
AVERAGE FOR THREE DAYS NORTH & SOUTH: LOCATION #: 194
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 X X 1.5 X 1.5 X 3 0 1 3 X 0 0 0 0 X X X X
6:00 AM 0 0 0 38 0 37 0 70 45 38 41 0 269 0 0 0 0 0 0 0 0 0 6:15 AM 0 0 0 43 0 37 0 76 70 56 64 0 346 0 0 0 0 0 0 0 0 0 6:30 AM 0 0 0 29 0 28 0 86 123 83 85 0 434 0 0 0 0 0 0 0 0 0 6:45 AM 0 0 0 17 0 20 0 96 171 94 119 0 517 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 12 0 21 0 97 215 116 131 0 592 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 14 0 10 0 115 247 125 156 0 667 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 10 0 15 0 136 259 117 207 0 744 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 11 0 13 0 153 273 110 261 0 821 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 12 0 13 0 148 256 101 254 0 784 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 18 0 17 0 138 259 105 277 0 814 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 20 0 24 0 130 233 104 260 0 771 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 27 0 41 0 116 199 98 262 0 743 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 251 0 276 0 1,361 2,350 1,147 2,117 0 7,502 0 0 0 0 0 0 0 0 0 APPROACH % 0% 0% 0% 48% 0% 52% 0% 37% 63% 35% 65% 0%
APP/DEPART 0 / 0 527 / 3,497 3,711 / 1,612 3,264 / 2,393

BEGIN PEAK HR
VOLUMES 0 0 0 61 0 67 0 569 1,021 420 1,052 0 3,190 0 0 0 0 APPROACH % 0% 0% 0% 48% 0% 52% 0% 36% 64% 29% 71% 0%
PEAK HR FACTOR 0.000 0.727 0.933 0.963 0.971
APP/DEPART 0 / 0 128 / 1,441 1,590 / 630 1,472 / 1,119
03:00 PM 0 0 0 88 0 84 0 185 101 77 229 0 764 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 80 0 81 0 183 105 82 233 0 764 0 0 0 0 0 0 0 0 0 3:30 PM 0 0 0 93 0 80 0 176 111 72 266 0 798 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 94 0 84 0 183 108 71 269 0 809 0 0 0 0 0 0 0 0 0 4:00 PM 0 0 0 89 0 76 0 185 120 81 249 0 800 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 98 0 84 0 187 107 89 284 0 849 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 97 0 90 0 192 125 88 271 0 863 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 99 0 76 0 214 142 81 259 0 871 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 116 0 58 0 219 168 103 255 0 919 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 106 0 63 0 221 130 89 261 0 870 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 108 0 59 0 199 135 95 283 0 879 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 130 0 64 0 175 116 83 281 0 849 0 0 0 0 0 0 0 0 0 6:00 PM 0 0 0 110 1 62 0 172 115 89 272 0 821 0 0 0 0 0 0 0 0 0 6:15 PM 0 0 0 107 0 63 0 141 93 79 250 0 733 0 0 0 0 0 0 0 0 0 6:30 PM 0 0 0 99 1 59 0 136 87 74 220 0 676 0 0 0 0 0 0 0 0 0 6:45 PM 0 0 0 74 1 58 0 138 73 74 222 0 640 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 1,588 3 1,141 0 2,906 1,836 1,327 4,104 0 12,905 0 0 0 0 0 0 0 0 0 APPROACH % 0% 0% 0% 58% 0% 42% 0% 61% 39% 24% 76% 0%
APP/DEPART 0 / 0 2,732 / 3,166 4,742 / 4,494 5,431 / 5,245

BEGIN PEAK HR
VOLUMES 0 0 0 429 0 256 0 853 575 368 1,058 0 3,539 0 0 0 0 APPROACH % 0% 0% 0% 63% 0% 37% 0% 60% 40% 26% 74% 0%
PEAK HR FACTOR 0.000 0.979 0.922 0.943 0.963
APP/DEPART 0 / 0 685 / 943 1,428 / 1,282 1,426 / 1,314
SB SR-55 Ramps

NORTH SIDE
Irvine WEST SIDE EAST SIDE Irvine

SOUTH SIDE
SB SR-55 Ramps

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 0 0 0 0 0 0 0 0 0 0 0 0 0
6:30 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:00 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
7:15 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0
7:30 AM 3 0 0 0 3 2 0 0 0 2 1 0 0 0 1
7:45 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
8:00 AM 2 1 0 0 3 2 0 0 0 2 0 1 0 0 1
8:15 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
8:30 AM 1 1 0 0 2 1 1 0 0 2 0 0 0 0 0
8:45 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
TOTAL 11 3 0 0 14 10 2 0 0 12 1 1 0 0 2
AM BEGIN PEAK HR 5 1 0 0 6 0 1 0 0 1
3:00 PM 1 1 0 0 2 1 1 0 0 2 0 0 0 0 0
3:15 PM 2 0 0 0 2 0 0 0 0 0 2 0 0 0 2
3:30 PM 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1
3:45 PM 1 2 0 0 3 1 2 0 0 3 0 0 0 0 0
4:00 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 2 0 0 0 2 1 0 0 0 1 1 0 0 0 1
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 1 1 0 0 2 1 1 0 0 2 0 0 0 0 0
5:15 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
6:00 PM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0
6:15 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1
6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:45 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
TOTAL 11 8 0 0 19 8 6 0 0 14 3 2 0 0 5
PM BEGIN PEAK HR 4:45 PM 2 1 0 0 3 0 0 0 0 0

BICYCLE CROSSINGS
AM

PEDESTRIAN CROSSINGS
PM AM
7:45 AM
PM
4:45 PM

ALL PED AND BIKE
7:45 AM
Right-turn Overlap
INTERSECTION TURNING MOVEMENT COUNTS AVERAGE SHEET PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Santa Ana
SB SR-55 Ramps
Irvine

U-TURNS
SB SR-55 Ramps SB SR-55 Ramps Irvine Irvine
Add U-Turns to Left Turns
K-1268
Attachment 8
2305
T319
DATE: LOCATION: PROJECT #: CMP2019
AVERAGE FOR THREE DAYS NORTH & SOUTH: LOCATION #: 232
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: 1.5 X 1.5 X X X 1 3 X X 3 0 0 0 0 0 X X X X
6:00 AM 23 0 25 0 0 0 32 75 0 0 55 44 254 0 0 0 0 0 0 0 0 0 6:15 AM 39 0 18 0 0 0 34 82 0 0 80 54 307 0 0 0 0 0 0 0 0 0 6:30 AM 45 0 30 0 0 0 38 76 0 0 123 64 376 0 0 0 0 0 0 0 0 0 6:45 AM 65 0 59 0 0 0 37 75 0 0 149 92 477 0 0 0 0 0 0 0 0 0 7:00 AM 56 0 48 0 0 0 38 70 0 0 191 113 516 0 0 0 0 0 0 0 0 0 7:15 AM 59 0 72 0 0 0 48 80 0 0 223 126 608 0 0 0 0 0 0 0 0 0 7:30 AM 65 0 73 0 0 0 38 108 0 0 259 177 720 0 0 0 0 0 0 0 0 0 7:45 AM 93 0 110 0 0 0 51 113 0 0 278 175 820 0 0 0 0 0 0 0 0 0 8:00 AM 89 0 87 0 0 0 48 110 0 0 267 195 796 0 0 1 0 1 0 0 0 0 8:15 AM 105 0 93 0 0 0 48 106 0 0 277 185 814 0 0 1 0 1 0 0 0 0 8:30 AM 118 0 100 0 0 0 38 110 0 0 246 187 799 0 0 1 0 1 0 0 0 0 8:45 AM 122 0 110 0 0 0 41 100 0 0 238 145 756 0 0 1 0 1 0 0 0 0 VOLUMES 879 0 825 0 0 0 491 1,105 0 0 2,386 1,557 7,247 0 0 4 0 4 0 0 0 0 APPROACH % 52% 0% 48% 0% 0% 0% 31% 69% 0% 0% 61% 39%
APP/DEPART 1,704 / 2,048 0 / 0 1,600 / 1,930 3,943 / 3,269

BEGIN PEAK HR
VOLUMES 405 0 390 0 0 0 185 439 0 0 1,068 742 3,232 0 0 0 0 APPROACH % 51% 0% 49% 0% 0% 0% 30% 70% 0% 0% 59% 41%
PEAK HR FACTOR 0.912 0.000 0.956 0.979 0.985
APP/DEPART 795 / 927 0 / 0 627 / 829 1,810 / 1,476
03:00 PM 65 2 80 0 0 0 84 186 0 0 238 176 831 0 0 4 0 4 0 0 0 0 3:15 PM 66 1 61 0 0 0 65 194 0 0 245 193 825 0 0 4 0 4 0 0 0 0 3:30 PM 67 1 56 0 0 0 74 192 0 0 268 224 882 0 0 3 0 3 0 0 0 0 3:45 PM 58 1 63 0 0 0 76 198 0 0 282 191 869 0 0 2 0 2 0 0 0 0 4:00 PM 65 2 61 0 0 0 78 191 0 0 261 188 846 0 0 3 0 3 0 0 0 0 4:15 PM 77 1 49 0 0 0 73 209 0 0 294 198 901 0 0 2 0 2 0 0 0 0 4:30 PM 60 2 55 0 0 0 71 215 0 0 297 179 879 0 0 3 0 3 0 0 0 0 4:45 PM 63 3 66 0 0 0 70 240 0 0 274 173 889 0 0 3 0 3 0 0 0 0 5:00 PM 60 5 69 0 0 0 67 263 0 0 293 189 946 0 0 4 0 4 0 0 0 0 5:15 PM 77 2 66 0 0 0 60 266 0 0 273 176 920 0 0 1 0 1 0 0 0 0 5:30 PM 102 4 82 0 0 0 50 255 0 0 275 181 949 0 0 2 0 2 0 0 0 0 5:45 PM 85 4 78 0 0 0 49 253 0 0 279 162 910 0 0 2 0 2 0 0 0 0 6:00 PM 83 3 72 0 0 0 57 223 0 0 277 169 884 0 0 2 0 2 0 0 0 0 6:15 PM 72 4 59 0 0 0 53 194 0 0 256 171 809 0 0 2 0 2 0 0 0 0 6:30 PM 72 1 65 0 0 0 58 175 0 0 221 172 764 0 0 1 0 1 0 0 0 0 6:45 PM 77 1 74 0 0 0 59 151 0 0 218 168 748 0 0 2 0 2 0 0 0 0 VOLUMES 1,149 37 1,056 0 0 0 1,044 3,405 0 0 4,251 2,910 13,892 0 0 40 0 40 0 0 0 0 APPROACH % 51% 2% 47% 0% 0% 0% 23% 76% 0% 0% 59% 41%
APP/DEPART 2,242 / 3,991 0 / 0 4,489 / 4,461 7,161 / 5,440

BEGIN PEAK HR
VOLUMES 324 15 295 0 0 0 226 1,037 0 0 1,120 708 3,734 0 0 0 0 APPROACH % 51% 2% 47% 0% 0% 0% 18% 82% 0% 0% 61% 39%
PEAK HR FACTOR 0.843 0.000 0.952 0.948 0.982
APP/DEPART 634 / 949 0 / 0 1,272 / 1,332 1,828 / 1,453
NB SR-55 Ramps

NORTH SIDE
Irvine WEST SIDE EAST SIDE Irvine

SOUTH SIDE
NB SR-55 Ramps

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 0 0 0 0 0 0 0 0 0 0 0 0 0
6:30 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:00 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
7:15 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0
7:30 AM 3 0 0 0 3 2 0 0 0 2 1 0 0 0 1
7:45 AM 2 1 0 0 3 1 1 0 0 2 1 0 0 0 1
8:00 AM 1 1 0 0 2 1 0 0 0 1 0 1 0 0 1
8:15 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
8:30 AM 1 1 0 0 2 1 1 0 0 2 0 0 0 0 0
8:45 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
TOTAL 11 4 0 0 15 9 3 0 0 12 2 1 0 0 3
AM BEGIN PEAK HR 4 2 0 0 6 1 1 0 0 2
3:00 PM 2 1 0 0 3 2 1 0 0 3 0 0 0 0 0
3:15 PM 2 0 0 0 2 1 0 0 0 1 1 0 0 0 1
3:30 PM 1 2 0 0 3 0 1 0 0 1 1 1 0 0 2
3:45 PM 1 2 0 0 3 1 2 0 0 3 0 0 0 0 0
4:00 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
4:15 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
4:30 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1
5:15 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:15 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1
6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 11 8 0 0 19 9 5 0 0 14 2 3 0 0 5
PM BEGIN PEAK HR 5:00 PM 2 1 0 0 3 0 1 0 0 1

BICYCLE CROSSINGS
AM

PEDESTRIAN CROSSINGS
PM AM
7:45 AM
PM
5:00 PM

ALL PED AND BIKE
7:45 AM
Right-turn Overlap
INTERSECTION TURNING MOVEMENT COUNTS AVERAGE SHEET PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Tustin
NB SR-55 Ramps
Irvine

U-TURNS
NB SR-55 Ramps NB SR-55 Ramps Irvine Irvine
Add U-Turns to Left Turns
K-1269
Attachment 8
2306
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : FIRST STREET Site: SANTA ANA
Segment : WEST CITY LIMIT TO EUCLID ST Date: 09/11/19
Client : CITY SANTA ANA
Interval WB EB Combined Day: Wednesday
Begin AM PM AM PM AM PM
12:00 36 94 196 738 30 110 167 710 66 204 363 1,448
12:15 18 198 22 170 40 368
12:30 20 178 28 187 48 365
12:45 20 166 30 186 50 352
01:00 18 62 170 710 12 41 163 702 30 103 333 1,412
01:15 17 172 10 172 27 344
01:30 17 180 10 172 27 352
01:45 10 188 9 195 19 383
02:00 17 48 148 771 8 20 194 781 25 68 342 1,552
02:15 8 197 4 188 12 385
02:30 10 212 3 176 13 388
02:45 13 214 5 223 18 437
03:00 8 38 224 860 8 53 210 848 16 91 434 1,708
03:15 8 208 12 220 20 428
03:30 10 226 17 218 27 444
03:45 12 202 16 200 28 402
04:00 14 101 208 1,014 9 85 190 798 23 186 398 1,812
04:15 20 243 17 196 37 439
04:30 36 280 25 196 61 476
04:45 31 283 34 216 65 499
05:00 26 184 276 1,178 47 194 260 950 73 378 536 2,128
05:15 37 303 31 252 68 555
05:30 71 320 51 226 122 546
05:45 50 279 65 212 115 491
06:00 55 331 278 978 68 397 252 844 123 728 530 1,822
06:15 84 252 89 211 173 463
06:30 78 246 98 197 176 443
06:45 114 202 142 184 256 386
07:00 118 685 214 743 182 865 170 576 300 1,550 384 1,319 07:15 136 151 204 138 340 289
07:30 197 192 237 134 434 326
07:45 234 186 242 134 476 320
08:00 256 806 142 514 255 985 134 437 511 1,791 276 951 08:15 170 174 269 109 439 283
08:30 182 102 233 92 415 194
08:45 198 96 228 102 426 198
09:00 175 737 110 414 152 641 101 351 327 1,378 211 765 09:15 188 108 188 100 376 208
09:30 203 88 158 84 361 172
09:45 171 108 143 66 314 174
10:00 176 730 77 272 160 559 74 260 336 1,289 151 532
10:15 176 76 123 71 299 147
10:30 201 53 138 56 339 109
10:45 177 66 138 59 315 125
11:00 176 709 51 203 178 696 58 160 354 1,405 109 363
11:15 146 50 168 33 314 83
11:30 172 64 182 44 354 108
11:45 215 38 168 25 383 63
Totals 4,525 8,395 4,646 7,417 9,171 15,812
Split% 49.3 53.1 50.7 46.9
Day Totals 12,920 12,063 24,983
Day Splits 51.7 48.3
Peak Hour 07:30 04:45 07:30 04:45 07:30 04:45
Volume 857 1,182 1,003 954 1,860 2,136
Factor 0.84 0.92 0.93 0.92 0.91 0.96
* Data File : D1909085
K-1270
Attachment 8
2307
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : EUCLID STREET Site: SANTA ANA
Segment : NCFADDEN AVE TO FIRST ST Date: 10/09/19
Client : CITY SANTA ANA
Interval NB SB Combined Day: Wednesday
Begin AM PM AM PM AM PM
12:00 58 202 246 964 44 131 224 983 102 333 470 1,947
12:15 52 242 34 258 86 500
12:30 49 230 36 264 85 494
12:45 43 246 17 237 60 483
01:00 56 121 210 968 14 76 226 1,049 70 197 436 2,017
01:15 28 222 18 259 46 481
01:30 18 266 26 280 44 546
01:45 19 270 18 284 37 554
02:00 20 72 316 1,292 12 68 266 1,194 32 140 582 2,486
02:15 15 288 23 284 38 572
02:30 19 340 17 322 36 662
02:45 18 348 16 322 34 670
03:00 12 72 369 1,577 15 129 284 1,135 27 201 653 2,712 03:15 22 377 27 277 49 654
03:30 20 424 40 322 60 746
03:45 18 407 47 252 65 659
04:00 26 126 396 1,693 46 347 302 1,177 72 473 698 2,870 04:15 30 418 60 278 90 696
04:30 26 451 113 296 139 747
04:45 44 428 128 301 172 729
05:00 49 305 434 1,783 114 724 328 1,282 163 1,029 762 3,065 05:15 74 457 154 318 228 775
05:30 82 446 198 312 280 758
05:45 100 446 258 324 358 770
06:00 88 576 411 1,520 197 1,327 337 1,167 285 1,903 748 2,687 06:15 123 393 288 294 411 687
06:30 179 360 363 274 542 634
06:45 186 356 479 262 665 618
07:00 228 1,179 346 1,268 462 2,083 215 762 690 3,262 561 2,030 07:15 275 323 552 186 827 509
07:30 299 326 593 201 892 527
07:45 377 273 476 160 853 433
08:00 314 1,212 206 759 474 1,930 171 613 788 3,142 377 1,372 08:15 352 211 521 164 873 375
08:30 292 182 494 142 786 324
08:45 254 160 441 136 695 296
09:00 258 935 188 664 359 1,319 142 510 617 2,254 330 1,174 09:15 220 144 362 134 582 278
09:30 240 148 310 127 550 275
09:45 217 184 288 107 505 291
10:00 213 829 172 547 234 965 100 356 447 1,794 272 903 10:15 208 158 252 100 460 258
10:30 224 112 224 86 448 198
10:45 184 105 255 70 439 175
11:00 214 908 94 324 200 862 66 243 414 1,770 160 567
11:15 248 77 200 66 448 143
11:30 226 92 232 60 458 152
11:45 220 61 230 51 450 112
Totals 6,537 13,359 9,961 10,471 16,498 23,830
Split% 39.6 56.1 60.4 43.9
Day Totals 19,896 20,432 40,328
Day Splits 49.3 50.7
Peak Hour 07:30 05:00 07:15 05:15 07:30 05:00
Volume 1,342 1,783 2,095 1,291 3,406 3,065
Factor 0.89 0.98 0.88 0.96 0.95 0.99
* Data File : D1909059
K-1271
Attachment 8
2308
Location: Santa Ana PROJECT:

AM Period NB SB EB WB PM Period NB SB EB WB
0:30 23 18 12:00 189 248
0:15 24 19 12:15 191 232
0:30 21 20 12:30 192 214
0:45 16 84 14 71 155 12:45 182 754 223 917 1671
1:00 15 15 13:00 213 204
1:15 27 11 13:15 194 230
1:30 19 14 13:30 184 265
1:45 15 76 9 49 125 13:45 220 811 245 944 1755
2:00 12 9 14:00 255 241
2:15 11 7 14:15 258 234
2:30 8 10 14:30 292 253
2:45 9 40 11 37 77 14:45 277 1082 271 999 2081
3:00 10 9 15:00 229 256
3:15 11 13 15:15 242 270
3:30 9 8 15:30 275 263
3:45 8 38 15 45 83 15:45 232 978 291 1080 2058
4:00 12 17 16:00 256 304
4:15 20 23 16:15 262 289
4:30 16 26 16:30 294 293
4:45 24 72 32 98 170 16:45 307 1119 303 1189 2308
5:00 32 49 17:00 302 313
5:15 59 57 17:15 321 235
5:30 68 65 17:30 276 241
5:45 83 242 76 247 489 17:45 312 1211 285 1074 2285
6:00 103 85 18:00 300 274
6:15 100 95 18:15 311 245
6:30 167 112 18:30 268 231
6:45 209 579 146 438 1017 18:45 238 1117 234 984 2101
7:00 285 159 19:00 215 203
7:15 307 193 19:15 182 214
7:30 366 256 19:30 152 201
7:45 407 1365 283 891 2256 19:45 143 692 184 802 1494
8:00 393 274 20:00 117 174
8:15 332 242 20:15 132 170
8:30 319 249 20:30 114 182
8:45 267 1311 232 997 2308 20:45 125 488 167 693 1181
9:00 196 195 21:00 103 142
9:15 217 185 21:15 95 132
9:30 204 174 21:30 115 95
9:45 234 851 177 731 1582 21:45 94 407 112 481 888
10:00 222 184 22:00 88 76
10:15 187 204 22:15 58 81
10:30 199 213 22:30 53 53
10:45 212 820 206 807 1627 22:45 60 259 58 268 527
11:00 189 201 23:00 46 43
11:15 203 204 23:15 40 26
11:30 199 216 23:30 32 31
11:45 217 808 224 845 1653 23:45 28 146 20 120 266
Total Vol. 6286 5256 11542 9064 9551 18615
NB SB EB WB Combined
15350 14807 30157
Split % 54.5% 45.5% 38.3% 48.7% 51.3% 61.7%
Peak Hour 0:30 0:30 7:30 7:30 7:30 16:30 16:15 16:30
Volume 1498 1055 2553 1224 1198 2368
P.H.F. 0.92 0.93 0.93 0.95 0.96 0.96
Thursday, October 03, 2019
ADT227 SEVENTEENTH ST from HARBOR BL to CLINTON ST. Prepared by AimTD tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
K-1272
Attachment 8
2309
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : HARBOR BOULEVARD Site: SANTA ANA
Segment : HAZARD AVE TO WESTMINSTER AVE Date: 10/03/19
Client : CITY SANTA ANA
Interval NB SB Combined Day: Thursday
Begin AM PM AM PM AM PM
12:00 92 310 350 1,400 85 314 390 1,421 177 624 740 2,821 12:15 72 382 72 334 144 716
12:30 84 316 84 361 168 677
12:45 62 352 73 336 135 688
01:00 68 206 422 1,653 65 198 354 1,420 133 404 776 3,073 01:15 48 418 40 366 88 784
01:30 50 372 43 354 93 726
01:45 40 441 50 346 90 787
02:00 50 219 446 2,014 40 153 386 1,525 90 372 832 3,539 02:15 69 482 40 354 109 836
02:30 54 552 39 379 93 931
02:45 46 534 34 406 80 940
03:00 50 223 428 1,995 38 251 380 1,504 88 474 808 3,499 03:15 52 526 48 380 100 906
03:30 65 551 69 380 134 931
03:45 56 490 96 364 152 854
04:00 70 404 526 1,970 68 452 368 1,556 138 856 894 3,526 04:15 90 528 76 362 166 890
04:30 124 457 139 396 263 853
04:45 120 459 169 430 289 889
05:00 133 700 461 1,833 144 816 440 1,675 277 1,516 901 3,508 05:15 178 460 184 426 362 886
05:30 218 432 232 418 450 850
05:45 171 480 256 391 427 871
06:00 200 1,022 454 1,777 245 1,441 350 1,327 445 2,463 804 3,104 06:15 252 452 299 323 551 775
06:30 262 432 416 346 678 778
06:45 308 439 481 308 789 747
07:00 295 1,392 394 1,388 538 2,071 322 1,324 833 3,463 716 2,712 07:15 356 362 531 375 887 737
07:30 391 330 522 333 913 663
07:45 350 302 480 294 830 596
08:00 404 1,409 298 1,060 478 1,943 278 1,045 882 3,352 576 2,105 08:15 344 280 498 280 842 560
08:30 324 228 493 258 817 486
08:45 337 254 474 229 811 483
09:00 302 1,082 263 851 396 1,736 239 934 698 2,818 502 1,785 09:15 260 248 462 254 722 502
09:30 264 194 436 247 700 441
09:45 256 146 442 194 698 340
10:00 301 1,200 189 658 354 1,412 231 709 655 2,612 420 1,367 10:15 327 162 380 190 707 352
10:30 308 146 368 150 676 296
10:45 264 161 310 138 574 299
11:00 294 1,268 146 473 328 1,337 154 530 622 2,605 300 1,003 11:15 293 108 337 126 630 234
11:30 372 116 314 118 686 234
11:45 309 103 358 132 667 235
Totals 9,435 17,072 12,124 14,970 21,559 32,042
Split% 43.8 53.3 56.2 46.7
Day Totals 26,507 27,094 53,601
Day Splits 49.5 50.5
Peak Hour 07:15 03:30 06:45 04:45 07:15 02:30
Volume 1,501 2,095 2,072 1,714 3,512 3,585
Factor 0.93 0.95 0.96 0.97 0.96 0.95
* Data File : D1909140
K-1273
Attachment 8
2310
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : FIRST STREET Site: SANTA ANA
Segment : HARBOR BLVD TO FAIRVIEW ST Date: 09/11/19
Client : CITY SANTA ANA
Interval EB WB Combined Day: Wednesday
Begin AM PM AM PM AM PM
12:00 42 129 196 749 38 124 238 843 80 253 434 1,592
12:15 30 185 34 222 64 407
12:30 24 188 26 169 50 357
12:45 33 180 26 214 59 394
01:00 24 79 214 890 29 90 220 924 53 169 434 1,814
01:15 22 228 17 240 39 468
01:30 15 216 32 222 47 438
01:45 18 232 12 242 30 474
02:00 17 74 248 982 14 70 213 962 31 144 461 1,944
02:15 21 228 19 258 40 486
02:30 18 238 17 225 35 463
02:45 18 268 20 266 38 534
03:00 16 84 268 1,096 18 80 267 1,186 34 164 535 2,282
03:15 16 266 17 318 33 584
03:30 20 280 20 280 40 560
03:45 32 282 25 321 57 603
04:00 32 178 274 1,115 26 168 326 1,453 58 346 600 2,568 04:15 36 279 24 374 60 653
04:30 56 282 54 372 110 654
04:45 54 280 64 381 118 661
05:00 56 382 278 1,164 55 304 382 1,520 111 686 660 2,684 05:15 68 302 79 398 147 700
05:30 114 298 84 354 198 652
05:45 144 286 86 386 230 672
06:00 124 780 249 983 102 517 360 1,278 226 1,297 609 2,261 06:15 160 256 115 342 275 598
06:30 234 254 141 322 375 576
06:45 262 224 159 254 421 478
07:00 336 1,556 236 824 156 835 253 889 492 2,391 489 1,713 07:15 384 198 204 208 588 406
07:30 368 202 227 224 595 426
07:45 468 188 248 204 716 392
08:00 362 1,334 164 585 274 862 158 603 636 2,196 322 1,188 08:15 334 160 180 160 514 320
08:30 326 126 204 147 530 273
08:45 312 135 204 138 516 273
09:00 252 914 137 484 175 730 118 477 427 1,644 255 961 09:15 232 134 188 127 420 261
09:30 228 109 202 120 430 229
09:45 202 104 165 112 367 216
10:00 166 710 94 348 164 734 96 316 330 1,444 190 664
10:15 168 111 196 82 364 193
10:30 216 67 186 70 402 137
10:45 160 76 188 68 348 144
11:00 200 785 66 202 176 815 54 205 376 1,600 120 407
11:15 176 58 206 65 382 123
11:30 204 36 229 46 433 82
11:45 205 42 204 40 409 82
Totals 7,005 9,422 5,329 10,656 12,334 20,078
Split% 56.8 46.9 43.2 53.1
Day Totals 16,427 15,985 32,412
Day Splits 50.7 49.3
Peak Hour 07:15 05:00 07:15 04:30 07:15 05:00
Volume 1,582 1,164 953 1,533 2,535 2,684
Factor 0.85 0.96 0.87 0.96 0.89 0.96
Data File : D1909088
K-1274
Attachment 8
2311
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : EDINGER AVENUE Site: SANTA ANA
Segment : SANTA ANA RIVER TO FAIRVIEW ST Date: 09/17/19 Client : CITY SANTA ANA
Interval EB WB Combined Day: Tuesday
Begin AM PM AM PM AM PM
12:00 21 88 144 628 28 83 176 659 49 171 320 1,287
12:15 35 165 17 162 52 327
12:30 18 167 14 162 32 329
12:45 14 152 24 159 38 311
01:00 11 49 176 794 10 53 144 685 21 102 320 1,479
01:15 17 169 18 157 35 326
01:30 11 231 11 186 22 417
01:45 10 218 14 198 24 416
02:00 8 32 185 881 5 40 200 870 13 72 385 1,751
02:15 4 202 8 205 12 407
02:30 16 196 9 206 25 402
02:45 4 298 18 259 22 557
03:00 5 51 291 1,015 16 61 253 1,096 21 112 544 2,111
03:15 12 270 10 291 22 561
03:30 19 216 14 268 33 484
03:45 15 238 21 284 36 522
04:00 21 151 266 1,009 11 137 304 1,244 32 288 570 2,253 04:15 31 232 20 326 51 558
04:30 48 264 46 294 94 558
04:45 51 247 60 320 111 567
05:00 40 298 250 994 42 255 336 1,367 82 553 586 2,361
05:15 74 290 64 343 138 633
05:30 78 224 70 332 148 556
05:45 106 230 79 356 185 586
06:00 104 578 212 799 63 489 310 1,167 167 1,067 522 1,966 06:15 130 214 111 319 241 533
06:30 158 175 144 264 302 439
06:45 186 198 171 274 357 472
07:00 212 1,072 169 692 168 956 210 737 380 2,028 379 1,429 07:15 306 185 230 190 536 375
07:30 298 185 268 191 566 376
07:45 256 153 290 146 546 299
08:00 274 1,018 184 673 249 821 162 564 523 1,839 346 1,237 08:15 262 168 224 156 486 324
08:30 262 188 188 124 450 312
08:45 220 133 160 122 380 255
09:00 200 699 125 443 147 526 108 408 347 1,225 233 851 09:15 189 128 130 112 319 240
09:30 172 95 111 110 283 205
09:45 138 95 138 78 276 173
10:00 147 668 82 240 162 638 89 256 309 1,306 171 496
10:15 137 70 156 70 293 140
10:30 206 50 159 52 365 102
10:45 178 38 161 45 339 83
11:00 139 615 42 161 178 635 52 167 317 1,250 94 328
11:15 170 38 162 43 332 81
11:30 142 48 151 39 293 87
11:45 164 33 144 33 308 66
Totals 5,319 8,329 4,694 9,220 10,013 17,549
Split% 53.1 47.5 46.9 52.5
Day Totals 13,648 13,914 27,562
Day Splits 49.5 50.5
Peak Hour 07:15 02:45 07:15 05:00 07:15 05:00
Volume 1,134 1,075 1,037 1,367 2,171 2,361
Factor 0.93 0.90 0.89 0.96 0.96 0.93
* Data File : D1909049
K-1275
Attachment 8
2312
Location: Santa Ana PROJECT:

AM Period NB SB EB WB PM Period NB SB EB WB
0:30 37 21 12:00 194 204
0:15 26 23 12:15 180 201
0:30 24 20 12:30 211 176
0:45 32 119 17 81 200 12:45 201 786 152 733 1519
1:00 22 8 13:00 212 204
1:15 8 9 13:15 200 185
1:30 14 11 13:30 231 211
1:45 20 64 13 41 105 13:45 214 857 270 870 1727
2:00 15 9 14:00 259 308
2:15 13 11 14:15 265 324
2:30 14 8 14:30 290 386
2:45 14 56 14 42 98 14:45 257 1071 337 1355 2426
3:00 17 13 15:00 231 377
3:15 20 20 15:15 233 357
3:30 21 12 15:30 238 398
3:45 31 89 15 60 149 15:45 234 936 387 1519 2455
4:00 34 23 16:00 271 348
4:15 43 14 16:15 253 346
4:30 65 45 16:30 246 397
4:45 63 205 101 183 388 16:45 303 1073 365 1456 2529
5:00 99 69 17:00 237 391
5:15 123 91 17:15 216 418
5:30 148 114 17:30 242 447
5:45 240 610 126 400 1010 17:45 224 919 426 1682 2601
6:00 144 137 18:00 251 379
6:15 145 123 18:15 214 336
6:30 170 164 18:30 198 311
6:45 250 709 189 613 1322 18:45 201 864 220 1246 2110
7:00 304 176 19:00 181 212
7:15 400 223 19:15 157 156
7:30 387 242 19:30 153 161
7:45 375 1466 254 895 2361 19:45 144 635 154 683 1318
8:00 398 220 20:00 121 117
8:15 408 245 20:15 149 137
8:30 346 213 20:30 127 124
8:45 334 1486 225 903 2389 20:45 103 500 114 492 992
9:00 284 198 21:00 125 87
9:15 203 156 21:15 92 76
9:30 214 158 21:30 109 82
9:45 225 926 196 708 1634 21:45 116 442 54 299 741
10:00 200 185 22:00 76 56
10:15 189 168 22:15 64 46
10:30 192 157 22:30 53 38
10:45 168 749 156 666 1415 22:45 47 240 41 181 421
11:00 176 147 23:00 67 57
11:15 159 157 23:15 46 38
11:30 188 166 23:30 41 52
11:45 180 703 174 644 1347 23:45 34 188 37 184 372
Total Vol. 7182 5236 12418 8511 10700 19211
NB SB EB WB Combined
15693 15936 31629
Split % 57.8% 42.2% 39.3% 44.3% 55.7% 60.7%
Peak Hour 0:30 0:30 7:30 7:30 7:30 16:00 17:00 16:45
Volume 1568 961 2529 1073 1682 2619
P.H.F. 0.96 0.95 0.97 0.89 0.94 0.95
Daily Totals
AM PM
[email protected] Tell. 714 253 7888
Thursday, October 10, 2019
ADT259 WARNER AVE from SANTA ANA RIVER to FAIRVIEW ST. Prepared by AimTD tel. 714 253 7888 K-1276
Attachment 8
2313
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : HARBOR BOULEVARD Site: SANTA ANA
Segment : MACARTHUR TO SEGERSTROM Date: 10/03/19
Client : CITY SANTA ANA
Interval NB SB Combined Day: Thursday
Begin AM PM AM PM AM PM
12:00 67 199 312 1,356 41 122 402 1,498 108 321 714 2,854 12:15 54 340 24 373 78 713
12:30 34 350 34 373 68 723
12:45 44 354 23 350 67 704
01:00 34 116 314 1,472 20 82 361 1,358 54 198 675 2,830 01:15 28 361 19 331 47 692
01:30 26 382 28 356 54 738
01:45 28 415 15 310 43 725
02:00 25 100 385 1,670 16 78 314 1,316 41 178 699 2,986 02:15 26 440 13 330 39 770
02:30 27 463 26 350 53 813
02:45 22 382 23 322 45 704
03:00 17 92 475 1,874 24 137 302 1,218 41 229 777 3,092 03:15 20 445 26 338 46 783
03:30 26 498 41 289 67 787
03:45 29 456 46 289 75 745
04:00 20 134 515 1,899 56 408 308 1,239 76 542 823 3,138 04:15 22 473 70 282 92 755
04:30 28 472 116 339 144 811
04:45 64 439 166 310 230 749
05:00 63 336 430 1,763 115 782 298 1,203 178 1,118 728 2,966 05:15 75 447 152 298 227 745
05:30 90 432 221 316 311 748
05:45 108 454 294 291 402 745
06:00 116 561 488 1,876 236 1,432 280 1,016 352 1,993 768 2,892 06:15 121 458 310 260 431 718
06:30 150 454 400 242 550 696
06:45 174 476 486 234 660 710
07:00 174 870 444 1,525 536 2,323 216 816 710 3,193 660 2,341 07:15 216 383 606 204 822 587
07:30 204 388 599 210 803 598
07:45 276 310 582 186 858 496
08:00 282 1,104 239 905 575 2,323 192 666 857 3,427 431 1,571 08:15 291 218 574 177 865 395
08:30 275 210 568 167 843 377
08:45 256 238 606 130 862 368
09:00 232 892 193 815 487 1,885 140 510 719 2,777 333 1,325 09:15 226 227 516 142 742 369
09:30 228 203 455 122 683 325
09:45 206 192 427 106 633 298
10:00 250 930 226 667 362 1,490 103 339 612 2,420 329 1,006 10:15 226 193 376 104 602 297
10:30 222 124 338 70 560 194
10:45 232 124 414 62 646 186
11:00 264 1,142 100 463 376 1,415 56 241 640 2,557 156 704 11:15 304 103 320 69 624 172
11:30 278 114 353 56 631 170
11:45 296 146 366 60 662 206
Totals 6,476 16,285 12,477 11,420 18,953 27,705
Split% 34.2 58.8 65.8 41.2
Day Totals 22,761 23,897 46,658
Day Splits 48.8 51.2
Peak Hour 11:00 03:30 07:15 12:00 08:00 03:15
Volume 1,142 1,942 2,362 1,498 3,427 3,138
Factor 0.94 0.94 0.97 0.93 0.99 0.95
Data File : D1909133
K-1277
Attachment 8
2314
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : FAIRVIEW STREET Site: SANTA ANA
Segment : MCFADDEN AVE TO FIRST ST Date: 10/01/19
Client : CITY SANTA ANA
Interval NB SB Combined Day: Tuesday
Begin AM PM AM PM AM PM
12:00 65 195 223 970 48 148 202 829 113 343 425 1,799
12:15 63 244 41 240 104 484
12:30 37 235 29 202 66 437
12:45 30 268 30 185 60 453
01:00 26 105 264 1,148 23 100 192 853 49 205 456 2,001
01:15 28 287 31 205 59 492
01:30 25 280 19 226 44 506
01:45 26 317 27 230 53 547
02:00 25 102 366 1,576 21 84 238 987 46 186 604 2,563
02:15 29 376 25 196 54 572
02:30 18 405 16 272 34 677
02:45 30 429 22 281 52 710
03:00 27 121 394 1,672 25 159 277 1,011 52 280 671 2,683 03:15 26 425 30 256 56 681
03:30 42 414 50 256 92 670
03:45 26 439 54 222 80 661
04:00 54 306 434 1,769 50 396 260 1,180 104 702 694 2,949 04:15 56 446 68 316 124 762
04:30 94 431 110 308 204 739
04:45 102 458 168 296 270 754
05:00 98 568 439 1,784 152 865 360 1,463 250 1,433 799 3,247 05:15 150 475 189 350 339 825
05:30 156 448 232 370 388 818
05:45 164 422 292 383 456 805
06:00 150 856 470 1,737 245 1,230 368 1,298 395 2,086 838 3,035 06:15 184 451 228 330 412 781
06:30 246 434 349 335 595 769
06:45 276 382 408 265 684 647
07:00 314 1,491 372 1,346 444 1,797 286 982 758 3,288 658 2,328 07:15 391 352 458 260 849 612
07:30 424 318 476 202 900 520
07:45 362 304 419 234 781 538
08:00 346 1,155 266 976 423 1,562 207 710 769 2,717 473 1,686 08:15 299 258 454 180 753 438
08:30 272 242 360 163 632 405
08:45 238 210 325 160 563 370
09:00 210 902 194 753 298 1,168 154 579 508 2,070 348 1,332 09:15 238 194 271 158 509 352
09:30 210 195 334 118 544 313
09:45 244 170 265 149 509 319
10:00 238 922 157 536 288 1,021 122 414 526 1,943 279 950 10:15 202 162 260 117 462 279
10:30 235 116 244 82 479 198
10:45 247 101 229 93 476 194
11:00 222 930 104 346 246 815 82 266 468 1,745 186 612
11:15 232 84 206 78 438 162
11:30 244 92 177 59 421 151
11:45 232 66 186 47 418 113
Totals 7,653 14,613 9,345 10,572 16,998 25,185
Split% 45.0 58.0 55.0 42.0
Day Totals 22,266 19,917 42,183
Day Splits 52.8 47.2
Peak Hour 07:15 04:45 07:00 05:15 07:15 05:15
Volume 1,523 1,820 1,797 1,471 3,299 3,286
Factor 0.90 0.96 0.94 0.96 0.92 0.98
Data File : D1909072
K-1278
Attachment 8
2315
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : FIRST STREET Site: SANTA ANA
Segment : FAIRVIEW ST TO RAITT ST Date: 09/11/19
Client : CITY SANTA ANA
Interval WB EB Combined Day: Wednesday
Begin AM PM AM PM AM PM
12:00 50 149 268 1,002 50 161 230 914 100 310 498 1,916 12:15 41 266 50 217 91 483
12:30 27 222 29 233 56 455
12:45 31 246 32 234 63 480
01:00 26 96 266 1,099 31 90 250 1,006 57 186 516 2,105
01:15 28 270 20 266 48 536
01:30 30 289 21 232 51 521
01:45 12 274 18 258 30 532
02:00 25 85 292 1,206 15 74 276 1,054 40 159 568 2,260
02:15 20 316 17 248 37 564
02:30 23 292 24 258 47 550
02:45 17 306 18 272 35 578
03:00 18 96 326 1,396 15 88 300 1,173 33 184 626 2,569
03:15 15 364 9 307 24 671
03:30 30 350 26 294 56 644
03:45 33 356 38 272 71 628
04:00 26 176 372 1,563 30 205 296 1,192 56 381 668 2,755 04:15 43 376 40 300 83 676
04:30 52 404 67 304 119 708
04:45 55 411 68 292 123 703
05:00 68 348 385 1,506 82 433 288 1,274 150 781 673 2,780 05:15 88 371 86 340 174 711
05:30 92 360 115 318 207 678
05:45 100 390 150 328 250 718
06:00 106 582 334 1,328 155 842 284 1,101 261 1,424 618 2,429 06:15 128 364 185 276 313 640
06:30 160 326 232 263 392 589
06:45 188 304 270 278 458 582
07:00 211 1,049 256 933 340 1,568 254 885 551 2,617 510 1,818 07:15 266 234 430 228 696 462
07:30 274 237 398 215 672 452
07:45 298 206 400 188 698 394
08:00 250 899 195 695 410 1,426 172 652 660 2,325 367 1,347 08:15 210 182 357 178 567 360
08:30 227 160 335 155 562 315
08:45 212 158 324 147 536 305
09:00 218 873 168 599 285 1,040 128 482 503 1,913 296 1,081 09:15 215 160 262 132 477 292
09:30 232 153 249 124 481 277
09:45 208 118 244 98 452 216
10:00 211 872 118 357 206 822 104 334 417 1,694 222 691 10:15 231 96 188 82 419 178
10:30 232 65 244 80 476 145
10:45 198 78 184 68 382 146
11:00 214 968 72 217 214 877 70 230 428 1,845 142 447
11:15 256 55 205 66 461 121
11:30 262 42 216 54 478 96
11:45 236 48 242 40 478 88
Totals 6,193 11,901 7,626 10,297 13,819 22,198
Split% 44.8 53.6 55.2 46.4
Day Totals 18,094 17,923 36,017
Day Splits 50.2 49.8
Peak Hour 07:15 04:15 07:15 05:00 07:15 04:30
Volume 1,088 1,576 1,638 1,274 2,726 2,795
Factor 0.91 0.96 0.95 0.94 0.98 0.98
* Data File : D1909089
K-1279
Attachment 8
2316
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : BRISTOL STREET Site: SANTA ANA
Segment : SEVENTEENTH ST TO SANTA CLARA Date: 09/17/19
Client : CITY SANTA ANA
Interval SB NB Combined Day: Tuesday
Begin AM PM AM PM AM PM
12:00 64 227 298 1,112 56 165 289 1,182 120 392 587 2,294 12:15 70 248 52 274 122 522
12:30 39 288 23 321 62 609
12:45 54 278 34 298 88 576
01:00 58 179 274 1,147 22 111 312 1,288 80 290 586 2,435 01:15 48 288 27 316 75 604
01:30 34 285 34 318 68 603
01:45 39 300 28 342 67 642
02:00 34 126 258 1,153 31 104 316 1,023 65 230 574 2,176 02:15 22 301 26 237 48 538
02:30 36 292 24 214 60 506
02:45 34 302 23 256 57 558
03:00 28 102 340 1,457 28 173 257 1,238 56 275 597 2,695 03:15 22 363 34 231 56 594
03:30 26 368 51 366 77 734
03:45 26 386 60 384 86 770
04:00 34 264 433 1,692 74 513 394 1,532 108 777 827 3,224 04:15 58 398 113 372 171 770
04:30 74 422 158 400 232 822
04:45 98 439 168 366 266 805
05:00 82 514 412 1,684 179 919 440 1,645 261 1,433 852 3,329 05:15 113 454 226 406 339 860
05:30 153 416 280 411 433 827
05:45 166 402 234 388 400 790
06:00 218 1,213 361 1,392 226 1,104 346 1,477 444 2,317 707 2,869 06:15 237 352 246 385 483 737
06:30 356 358 332 386 688 744
06:45 402 321 300 360 702 681
07:00 388 1,469 296 1,065 288 1,307 354 1,254 676 2,776 650 2,319 07:15 344 284 290 322 634 606
07:30 366 258 358 276 724 534
07:45 371 227 371 302 742 529
08:00 482 1,851 218 875 354 1,301 258 1,026 836 3,152 476 1,901 08:15 471 232 332 260 803 492
08:30 455 238 302 238 757 476
08:45 443 187 313 270 756 457
09:00 324 1,360 225 866 278 1,036 264 949 602 2,396 489 1,815 09:15 328 224 260 252 588 476
09:30 354 217 248 215 602 432
09:45 354 200 250 218 604 418
10:00 318 1,082 174 605 239 982 212 561 557 2,064 386 1,166 10:15 274 174 248 157 522 331
10:30 244 133 250 102 494 235
10:45 246 124 245 90 491 214
11:00 268 1,061 142 472 242 1,122 84 244 510 2,183 226 716 11:15 261 128 262 66 523 194
11:30 258 96 306 58 564 154
11:45 274 106 312 36 586 142
Totals 9,448 13,520 8,837 13,419 18,285 26,939
Split% 51.7 50.2 48.3 49.8
Day Totals 22,968 22,256 45,224
Day Splits 50.8 49.2
Peak Hour 08:00 04:30 07:30 05:00 08:00 04:45
Volume 1,851 1,727 1,415 1,645 3,152 3,344
Factor 0.96 0.95 0.95 0.93 0.94 0.97
Data File : D1909020
K-1280
Attachment 8
2317
Location: Santa Ana PROJECT:

AM Period NB SB EB WB PM Period NB SB EB WB
0:30 10 34 12:00 278 256
0:15 12 27 12:15 290 245
0:30 9 20 12:30 286 251
0:45 11 42 17 98 140 12:45 301 1155 242 994 2149
1:00 13 23 13:00 303 267
1:15 10 15 13:15 298 242
1:30 8 16 13:30 285 246
1:45 7 38 13 67 105 13:45 274 1160 294 1049 2209
2:00 6 10 14:00 296 286
2:15 8 9 14:15 314 275
2:30 11 12 14:30 348 258
2:45 7 32 8 39 71 14:45 332 1290 301 1120 2410
3:00 10 12 15:00 320 304
3:15 12 14 15:15 325 321
3:30 13 9 15:30 336 313
3:45 17 52 11 46 98 15:45 342 1323 326 1264 2587
4:00 22 15 16:00 326 343
4:15 32 13 16:15 358 356
4:30 33 18 16:30 339 324
4:45 29 116 26 72 188 16:45 346 1369 375 1398 2767
5:00 56 17 17:00 314 359
5:15 102 24 17:15 380 356
5:30 98 51 17:30 419 364
5:45 105 361 54 146 507 17:45 439 1552 312 1391 2943
6:00 127 75 18:00 377 321
6:15 170 93 18:15 384 303
6:30 229 84 18:30 352 297
6:45 330 856 114 366 1222 18:45 313 1426 316 1237 2663
7:00 392 152 19:00 294 284
7:15 460 195 19:15 252 252
7:30 428 266 19:30 213 234
7:45 361 1641 278 891 2532 19:45 229 988 250 1020 2008
8:00 393 234 20:00 186 210
8:15 368 201 20:15 173 185
8:30 374 173 20:30 191 178
8:45 353 1488 194 802 2290 20:45 179 729 187 760 1489
9:00 344 203 21:00 190 201
9:15 360 183 21:15 203 194
9:30 332 198 21:30 173 165
9:45 318 1354 203 787 2141 21:45 145 711 134 694 1405
10:00 286 216 22:00 113 114
10:15 273 205 22:15 94 95
10:30 263 200 22:30 65 75
10:45 279 1101 231 852 1953 22:45 43 315 82 366 681
11:00 309 217 23:00 24 68
11:15 314 246 23:15 18 45
11:30 301 237 23:30 23 47
11:45 293 1217 228 928 2145 23:45 15 80 32 192 272
Total Vol. 8298 5094 13392 12098 11485 23583
NB SB EB WB Combined
20396 16579 36975
Split % 62.0% 38.0% 36.2% 51.3% 48.7% 63.8%
Peak Hour 0:30 0:30 7:15 11:45 7:15 17:30 16:45 17:15
Volume 1642 980 2615 1619 1454 2968
P.H.F. 0.89 0.96 0.94 0.92 0.97 0.95
Daily Totals
AM PM
[email protected] Tell. 714 753 7888
Thursday, October 10, 2019
ADT230 SEVENTEENTH ST from COLLEGE AVE to BRISTOL ST. Prepared by AimTD tel. 714 753 7888 K-1281
Attachment 8
2318
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : BRISTOL STREET Site: SANTA ANA
Segment : CIVIC CENTER DR TO SEVENTEENTH Date: 09/17/19 Client : CITY SANTA ANA
Interval NB SB Combined Day: Tuesday
Begin AM PM AM PM AM PM
12:00 71 177 288 1,161 56 212 288 1,028 127 389 576 2,189 12:15 48 274 64 254 112 528
12:30 26 297 42 242 68 539
12:45 32 302 50 244 82 546
01:00 38 118 270 1,194 44 146 256 1,124 82 264 526 2,318 01:15 26 308 42 280 68 588
01:30 27 300 26 308 53 608
01:45 27 316 34 280 61 596
02:00 36 113 318 1,221 30 115 262 1,084 66 228 580 2,305 02:15 34 315 24 230 58 545
02:30 18 322 30 256 48 578
02:45 25 266 31 336 56 602
03:00 30 179 314 1,333 28 103 286 1,138 58 282 600 2,471 03:15 40 308 23 278 63 586
03:30 45 353 28 274 73 627
03:45 64 358 24 300 88 658
04:00 64 432 356 1,479 32 233 340 1,221 96 665 696 2,700 04:15 88 373 52 277 140 650
04:30 126 374 71 266 197 640
04:45 154 376 78 338 232 714
05:00 168 772 359 1,535 75 451 294 1,211 243 1,223 653 2,746 05:15 190 418 88 332 278 750
05:30 214 366 150 290 364 656
05:45 200 392 138 295 338 687
06:00 190 1,082 364 1,510 177 946 298 1,021 367 2,028 662 2,531 06:15 270 408 191 204 461 612
06:30 292 372 266 264 558 636
06:45 330 366 312 255 642 621
07:00 302 1,451 346 1,228 342 1,366 226 926 644 2,817 572 2,154 07:15 376 302 356 252 732 554
07:30 398 282 342 228 740 510
07:45 375 298 326 220 701 518
08:00 356 1,262 225 904 336 1,343 200 863 692 2,605 425 1,767 08:15 334 233 314 219 648 452
08:30 310 220 356 210 666 430
08:45 262 226 337 234 599 460
09:00 264 1,064 204 762 287 1,164 240 933 551 2,228 444 1,695 09:15 272 194 288 222 560 416
09:30 276 178 292 258 568 436
09:45 252 186 297 213 549 399
10:00 283 1,016 136 445 309 1,056 206 629 592 2,072 342 1,074 10:15 245 118 275 179 520 297
10:30 236 99 234 128 470 227
10:45 252 92 238 116 490 208
11:00 210 1,121 84 275 252 1,033 133 409 462 2,154 217 684 11:15 278 87 260 112 538 199
11:30 341 48 233 80 574 128
11:45 292 56 288 84 580 140
Totals 8,787 13,047 8,168 11,587 16,955 24,634
Split% 51.8 53.0 48.2 47.0
Day Totals 21,834 19,755 41,589
Day Splits 52.5 47.5
Peak Hour 07:15 05:15 07:00 04:45 07:15 04:45
Volume 1,505 1,540 1,366 1,254 2,865 2,773
Factor 0.95 0.92 0.96 0.93 0.97 0.92
Data File : D1909019
K-1282
Attachment 8
2319
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : FAIRVIEW STREET Site: SANTA ANA
Segment : SEVENTEENTH ST TO TRASK AVE Date: 10/01/19
Client : CITY SANTA ANA
Interval NB SB Combined Day: Tuesday
Begin AM PM AM PM AM PM
12:00 46 143 238 970 59 202 228 919 105 345 466 1,889
12:15 46 246 55 232 101 478
12:30 23 238 48 204 71 442
12:45 28 248 40 255 68 503
01:00 24 109 225 1,056 38 131 214 968 62 240 439 2,024
01:15 29 258 36 234 65 492
01:30 26 276 22 226 48 502
01:45 30 297 35 294 65 591
02:00 18 81 324 1,416 30 88 268 1,189 48 169 592 2,605
02:15 19 322 26 311 45 633
02:30 21 380 13 276 34 656
02:45 23 390 19 334 42 724
03:00 30 178 379 1,461 20 107 342 1,267 50 285 721 2,728 03:15 38 334 19 298 57 632
03:30 68 374 42 310 110 684
03:45 42 374 26 317 68 691
04:00 78 443 390 1,560 39 261 315 1,248 117 704 705 2,808 04:15 74 380 46 297 120 677
04:30 144 394 78 304 222 698
04:45 147 396 98 332 245 728
05:00 167 819 420 1,635 102 634 338 1,280 269 1,453 758 2,915 05:15 202 404 132 336 334 740
05:30 246 419 186 318 432 737
05:45 204 392 214 288 418 680
06:00 234 1,037 385 1,489 215 1,070 302 1,144 449 2,107 687 2,633 06:15 223 390 220 290 443 680
06:30 286 388 287 288 573 676
06:45 294 326 348 264 642 590
07:00 296 1,230 362 1,197 359 1,401 225 908 655 2,631 587 2,105 07:15 302 304 322 264 624 568
07:30 322 279 358 202 680 481
07:45 310 252 362 217 672 469
08:00 357 1,108 238 805 390 1,327 208 728 747 2,435 446 1,533 08:15 285 189 363 201 648 390
08:30 256 186 306 146 562 332
08:45 210 192 268 173 478 365
09:00 184 851 188 728 274 1,156 188 636 458 2,007 376 1,364 09:15 245 200 280 145 525 345
09:30 197 189 288 150 485 339
09:45 225 151 314 153 539 304
10:00 236 917 128 413 252 907 147 489 488 1,824 275 902 10:15 218 104 249 140 467 244
10:30 226 95 204 94 430 189
10:45 237 86 202 108 439 194
11:00 197 908 84 261 213 863 94 294 410 1,771 178 555
11:15 213 60 189 65 402 125
11:30 228 69 216 72 444 141
11:45 270 48 245 63 515 111
Totals 7,824 12,991 8,147 11,070 15,971 24,061
Split% 49.0 54.0 51.0 46.0
Day Totals 20,815 19,217 40,032
Day Splits 52.0 48.0
Peak Hour 07:15 04:45 07:30 04:45 07:30 04:45
Volume 1,291 1,639 1,473 1,324 2,747 2,963
Factor 0.90 0.98 0.94 0.98 0.92 0.98
* Data File : D1909076
K-1283
Attachment 8
2320
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : BRISTOL STREET Site: SANTA ANA
Segment : MCFADDEN AVE TO FIRST ST Date: 09/17/19
Client : CITY SANTA ANA
Interval NB SB Combined Day: Tuesday
Begin AM PM AM PM AM PM
12:00 62 173 240 1,016 59 185 264 962 121 358 504 1,978 12:15 47 238 55 224 102 462
12:30 30 253 37 230 67 483
12:45 34 285 34 244 68 529
01:00 32 114 234 1,114 44 135 202 943 76 249 436 2,057
01:15 24 302 38 218 62 520
01:30 22 290 26 246 48 536
01:45 36 288 27 277 63 565
02:00 32 120 294 1,312 21 111 275 1,107 53 231 569 2,419 02:15 32 318 23 242 55 560
02:30 29 324 27 306 56 630
02:45 27 376 40 284 67 660
03:00 27 136 412 1,701 26 107 316 1,282 53 243 728 2,983 03:15 33 468 17 342 50 810
03:30 28 425 30 305 58 730
03:45 48 396 34 319 82 715
04:00 52 264 424 1,730 39 279 318 1,381 91 543 742 3,111 04:15 52 444 62 350 114 794
04:30 84 435 100 338 184 773
04:45 76 427 78 375 154 802
05:00 117 493 432 1,778 94 499 360 1,504 211 992 792 3,282 05:15 112 448 82 394 194 842
05:30 130 441 156 366 286 807
05:45 134 457 167 384 301 841
06:00 130 756 441 1,644 176 1,016 338 1,262 306 1,772 779 2,906 06:15 172 439 188 326 360 765
06:30 216 393 264 296 480 689
06:45 238 371 388 302 626 673
07:00 239 1,371 346 1,289 412 1,829 262 1,004 651 3,200 608 2,293 07:15 352 344 484 296 836 640
07:30 420 310 465 226 885 536
07:45 360 289 468 220 828 509
08:00 343 1,240 263 953 430 1,719 208 819 773 2,959 471 1,772 08:15 300 263 435 195 735 458
08:30 292 189 446 227 738 416
08:45 305 238 408 189 713 427
09:00 208 872 168 677 265 1,107 223 820 473 1,979 391 1,497 09:15 220 190 260 191 480 381
09:30 240 171 301 220 541 391
09:45 204 148 281 186 485 334
10:00 230 862 161 519 277 998 158 537 507 1,860 319 1,056 10:15 210 130 238 149 448 279
10:30 216 110 240 122 456 232
10:45 206 118 243 108 449 226
11:00 205 967 78 286 218 942 82 306 423 1,909 160 592
11:15 254 76 227 96 481 172
11:30 256 66 222 64 478 130
11:45 252 66 275 64 527 130
Totals 7,368 14,019 8,927 11,927 16,295 25,946
Split% 45.2 54.0 54.8 46.0
Day Totals 21,387 20,854 42,241
Day Splits 50.6 49.4
Peak Hour 07:15 05:15 07:15 05:00 07:15 05:00
Volume 1,475 1,787 1,847 1,504 3,322 3,282
Factor 0.88 0.98 0.95 0.95 0.94 0.97
Data File : D1909017
K-1284
Attachment 8
2321
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : CIVIC CENTER DRIVE Site: SANTA ANA
Segment : BRISTOL ST TO FLOWER ST Date: 09/18/19
Client : CITY SANTA ANA
Interval EB WB Combined Day: Wednesday
Begin AM PM AM PM AM PM
12:00 13 36 98 441 8 42 139 489 21 78 237 930
12:15 8 97 13 122 21 219
12:30 9 118 8 138 17 256
12:45 6 128 13 90 19 218
01:00 7 23 132 549 4 33 96 593 11 56 228 1,142
01:15 10 152 12 156 22 308
01:30 3 145 15 186 18 331
01:45 3 120 2 155 5 275
02:00 6 21 122 507 5 19 129 572 11 40 251 1,079
02:15 4 130 6 129 10 259
02:30 5 119 4 132 9 251
02:45 6 136 4 182 10 318
03:00 6 27 190 635 6 24 146 645 12 51 336 1,280
03:15 3 151 3 163 6 314
03:30 9 160 12 170 21 330
03:45 9 134 3 166 12 300
04:00 7 65 154 588 7 60 206 859 14 125 360 1,447
04:15 11 138 7 181 18 319
04:30 19 140 26 234 45 374
04:45 28 156 20 238 48 394
05:00 30 171 166 659 24 129 273 969 54 300 439 1,628
05:15 45 157 22 246 67 403
05:30 41 168 28 250 69 418
05:45 55 168 55 200 110 368
06:00 67 425 156 501 58 310 198 573 125 735 354 1,074
06:15 83 130 58 140 141 270
06:30 119 134 84 121 203 255
06:45 156 81 110 114 266 195
07:00 175 1,064 94 316 120 867 88 353 295 1,931 182 669 07:15 282 80 213 86 495 166
07:30 293 82 258 92 551 174
07:45 314 60 276 87 590 147
08:00 240 836 62 240 196 571 78 260 436 1,407 140 500
08:15 243 61 177 74 420 135
08:30 189 57 110 50 299 107
08:45 164 60 88 58 252 118
09:00 104 396 61 196 76 299 66 200 180 695 127 396
09:15 96 64 64 40 160 104
09:30 92 40 76 46 168 86
09:45 104 31 83 48 187 79
10:00 70 322 40 122 90 324 45 127 160 646 85 249
10:15 82 33 68 34 150 67
10:30 102 27 76 28 178 55
10:45 68 22 90 20 158 42
11:00 74 354 16 53 99 470 23 80 173 824 39 133
11:15 72 9 111 22 183 31
11:30 88 12 128 20 216 32
11:45 120 16 132 15 252 31
Totals 3,740 4,807 3,148 5,720 6,888 10,527
Split% 54.3 45.7 45.7 54.3
Day Totals 8,547 8,868 17,415
Day Splits 49.1 50.9
Peak Hour 07:15 05:00 07:15 04:45 07:15 04:45
Volume 1,129 659 943 1,007 2,072 1,654
Factor 0.90 0.98 0.85 0.92 0.88 0.94
Data File : D1909038
K-1285
Attachment 8
2322
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : FLOWER STREET Site: SANTA ANA
Segment : MCFADDEN AVE TO FIRST ST Date: 09/10/19
Client : CITY SANTA ANA
Interval NB SB Combined Day: Tuesday
Begin AM PM AM PM AM PM
12:00 22 58 65 330 24 82 69 305 46 140 134 635
12:15 13 88 15 76 28 164
12:30 12 92 18 82 30 174
12:45 11 85 25 78 36 163
01:00 6 29 76 370 12 44 78 332 18 73 154 702
01:15 16 83 8 70 24 153
01:30 5 101 10 93 15 194
01:45 2 110 14 91 16 201
02:00 5 17 100 575 11 37 100 438 16 54 200 1,013
02:15 5 150 9 110 14 260
02:30 1 169 9 98 10 267
02:45 6 156 8 130 14 286
03:00 8 34 174 682 6 38 158 531 14 72 332 1,213
03:15 5 178 7 120 12 298
03:30 8 164 14 121 22 285
03:45 13 166 11 132 24 298
04:00 15 86 172 729 9 76 136 536 24 162 308 1,265
04:15 20 187 11 124 31 311
04:30 29 190 24 140 53 330
04:45 22 180 32 136 54 316
05:00 44 230 175 788 28 205 142 543 72 435 317 1,331
05:15 54 220 46 132 100 352
05:30 62 186 70 130 132 316
05:45 70 207 61 139 131 346
06:00 70 365 209 754 54 332 134 490 124 697 343 1,244
06:15 81 197 92 106 173 303
06:30 96 190 96 132 192 322
06:45 118 158 90 118 208 276
07:00 122 627 122 404 112 498 96 383 234 1,125 218 787
07:15 196 105 128 96 324 201
07:30 182 96 126 96 308 192
07:45 127 81 132 95 259 176
08:00 156 519 90 309 137 548 80 297 293 1,067 170 606
08:15 124 83 133 82 257 165
08:30 133 64 142 74 275 138
08:45 106 72 136 61 242 133
09:00 76 293 60 217 82 306 82 276 158 599 142 493
09:15 75 61 64 62 139 123
09:30 68 49 74 68 142 117
09:45 74 47 86 64 160 111
10:00 68 283 35 144 62 293 60 195 130 576 95 339
10:15 62 42 78 49 140 91
10:30 77 39 72 51 149 90
10:45 76 28 81 35 157 63
11:00 53 283 25 84 76 322 52 150 129 605 77 234
11:15 73 27 89 43 162 70
11:30 77 19 77 25 154 44
11:45 80 13 80 30 160 43
Totals 2,824 5,386 2,781 4,476 5,605 9,862
Split% 50.4 54.6 49.6 45.4
Day Totals 8,210 7,257 15,467
Day Splits 53.1 46.9
Peak Hour 07:15 05:15 08:00 04:30 07:15 05:15
Volume 661 822 548 550 1,184 1,357
Factor 0.84 0.93 0.96 0.97 0.91 0.96
Data File : D1909104
K-1286
Attachment 8
2323
Location: Santa Ana PROJECT:

AM Period NB SB EB WB PM Period NB SB EB WB
0:00 58 42 12:00 227 212
0:15 53 30 12:15 236 221
0:30 54 41 12:30 224 230
0:45 36 201 35 148 349 12:45 239 926 219 882 1808
1:00 46 29 13:00 268 218
1:15 35 28 13:15 266 224
1:30 27 26 13:30 241 205
1:45 21 129 22 105 234 13:45 267 1042 197 844 1886
2:00 34 20 14:00 274 198
2:15 41 34 14:15 257 201
2:30 30 25 14:30 286 213
2:45 26 131 21 100 231 14:45 272 1089 219 831 1920
3:00 21 16 15:00 269 216
3:15 25 12 15:15 327 234
3:30 30 8 15:30 312 265
3:45 32 108 11 47 155 15:45 313 1221 255 970 2191
4:00 35 12 16:00 306 233
4:15 56 21 16:15 341 238
4:30 76 32 16:30 335 295
4:45 87 254 38 103 357 16:45 291 1273 248 1014 2287
5:00 101 40 17:00 286 254
5:15 99 62 17:15 295 266
5:30 137 64 17:30 321 267
5:45 144 481 98 264 745 17:45 309 1211 270 1057 2268
6:00 137 114 18:00 326 253
6:15 142 157 18:15 335 246
6:30 161 234 18:30 320 216
6:45 159 599 291 796 1395 18:45 284 1265 204 919 2184
7:00 187 318 19:00 260 180
7:15 214 278 19:15 256 160
7:30 204 258 19:30 240 139
7:45 267 872 269 1123 1995 19:45 222 978 109 588 1566
8:00 234 298 20:00 197 125
8:15 213 276 20:15 195 118
8:30 204 293 20:30 178 113
8:45 202 853 258 1125 1978 20:45 186 756 96 452 1208
9:00 215 242 21:00 195 99
9:15 186 223 21:15 175 90
9:30 170 210 21:30 155 124
9:45 182 753 201 876 1629 21:45 138 663 106 419 1082
10:00 195 197 22:00 116 87
10:15 177 185 22:15 124 76
10:30 171 175 22:30 99 64
10:45 185 728 204 761 1489 22:45 54 393 45 272 665
11:00 198 189 23:00 58 55
11:15 213 195 23:15 62 47
11:30 217 201 23:30 56 42
11:45 235 863 214 799 1662 23:45 70 246 53 197 443
Total Vol. 5972 6247 12219 11063 8445 19508
NB SB EB WB Combined
17035 14692 31727
Split % 48.9% 51.1% 38.5% 56.7% 43.3% 61.5%
Peak Hour 11:45 6:45 7:45 15:45 16:30 17:30
Volume 922 1145 2054 1295 1063 2327
P.H.F. 0.98 0.90 0.96 0.95 0.90 0.99
Thursday, October 03, 2019
ADT167 MAIN ST from SEVENTEENTH ST to SANTA CLARA AVE. Prepared by AimTD tel. 714 253 7888 Daily Totals
AMPM
[email protected] Tell. 714 253 7888
K-1287
Attachment 8
2324
Location: Santa Ana PROJECT:

AM Period NB SB EB WB PM Period NB SB EB WB
0:00 57 48 12:00 229 189
0:15 51 43 12:15 242 182
0:30 50 47 12:30 257 213
0:45 30 188 38 176 364 12:45 279 1007 209 793 1800
1:00 17 34 13:00 311 199
1:15 14 28 13:15 256 213
1:30 21 23 13:30 276 199
1:45 35 87 19 104 191 13:45 277 1120 208 819 1939
2:00 33 22 14:00 310 231
2:15 26 17 14:15 289 186
2:30 30 19 14:30 297 194
2:45 18 107 18 76 183 14:45 284 1180 213 824 2004
3:00 17 16 15:00 291 232
3:15 12 20 15:15 275 214
3:30 24 30 15:30 304 257
3:45 37 90 32 98 188 15:45 329 1199 217 920 2119
4:00 49 27 16:00 335 230
4:15 45 35 16:15 344 206
4:30 71 43 16:30 365 241
4:45 98 263 38 143 406 16:45 356 1400 274 951 2351
5:00 91 50 17:00 334 246
5:15 112 70 17:15 302 232
5:30 150 108 17:30 316 245
5:45 145 498 133 361 859 17:45 324 1276 234 957 2233
6:00 153 152 18:00 315 215
6:15 146 194 18:15 349 157
6:30 208 202 18:30 331 139
6:45 223 730 238 786 1516 18:45 297 1292 147 658 1950
7:00 242 250 19:00 279 162
7:15 257 303 19:15 259 158
7:30 268 300 19:30 219 148
7:45 276 1043 337 1190 2233 19:45 218 975 165 633 1608
8:00 271 314 20:00 233 145
8:15 238 286 20:15 197 150
8:30 203 320 20:30 216 153
8:45 194 906 297 1217 2123 20:45 198 844 134 582 1426
9:00 186 257 21:00 189 140
9:15 203 231 21:15 176 157
9:30 199 228 21:30 170 135
9:45 186 774 230 946 1720 21:45 154 689 125 557 1246
10:00 214 198 22:00 180 90
10:15 220 210 22:15 145 79
10:30 212 178 22:30 118 78
10:45 204 850 206 792 1642 22:45 106 549 85 332 881
11:00 201 193 23:00 85 92
11:15 226 177 23:15 75 86
11:30 217 189 23:30 56 44
11:45 215 859 210 769 1628 23:45 52 268 57 279 547
Total Vol. 6395 6658 13053 11799 8305 20104
NB SB EB WB Combined
18194 14963 33157
Split % 49.0% 51.0% 39.4% 58.7% 41.3% 60.6%
Peak Hour 7:15 7:45 7:15 16:00 16:45 16:15
Volume 1072 1257 2326 1400 997 2366
P.H.F. 0.97 0.93 0.95 0.97 0.91 0.94
Daily Totals
AMPM
[email protected] Tell. 714 753 7888
Wednesday, October 02, 2019
ADT165 MAIN ST from CIVIC CENTER DR to WASHINGTON AVE. Prepared by AimTD tel. 714 753 7888 K-1288
Attachment 8
2325
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : CIVIC CENTER DRIVE Site: SANTA ANA
Segment : FLOWER ST TO ROSS ST Date: 09/18/19
Client : CITY SANTA ANA
Interval WB EB Combined Day: Wednesday
Begin AM PM AM PM AM PM
12:00 10 48 122 473 17 53 148 517 27 101 270 990
12:15 17 114 10 131 27 245
12:30 15 122 12 116 27 238
12:45 6 115 14 122 20 237
01:00 9 27 128 640 12 37 137 580 21 64 265 1,220
01:15 5 166 7 146 12 312
01:30 10 170 12 178 22 348
01:45 3 176 6 119 9 295
02:00 4 10 142 510 1 22 149 622 5 32 291 1,132
02:15 4 116 3 138 7 254
02:30 0 122 15 144 15 266
02:45 2 130 3 191 5 321
03:00 5 18 120 524 7 19 215 712 12 37 335 1,236
03:15 3 132 0 169 3 301
03:30 4 140 4 174 8 314
03:45 6 132 8 154 14 286
04:00 6 48 172 710 6 46 172 827 12 94 344 1,537
04:15 4 144 11 182 15 326
04:30 13 202 12 231 25 433
04:45 25 192 17 242 42 434
05:00 24 113 276 929 21 131 248 760 45 244 524 1,689
05:15 16 241 28 172 44 413
05:30 23 240 40 162 63 402
05:45 50 172 42 178 92 350
06:00 52 255 174 490 53 366 163 568 105 621 337 1,058
06:15 54 124 68 154 122 278
06:30 56 98 114 138 170 236
06:45 93 94 131 113 224 207
07:00 112 755 69 285 140 807 92 302 252 1,562 161 587
07:15 172 73 196 78 368 151
07:30 224 78 214 80 438 158
07:45 247 65 257 52 504 117
08:00 238 750 66 220 218 682 66 233 456 1,432 132 453
08:15 218 64 176 50 394 114
08:30 153 42 140 50 293 92
08:45 141 48 148 67 289 115
09:00 100 376 39 178 102 440 47 158 202 816 86 336
09:15 94 46 121 52 215 98
09:30 100 47 116 35 216 82
09:45 82 46 101 24 183 70
10:00 87 335 32 101 94 402 26 101 181 737 58 202
10:15 84 23 104 36 188 59
10:30 74 28 103 21 177 49
10:45 90 18 101 18 191 36
11:00 102 397 17 64 106 555 14 58 208 952 31 122
11:15 91 17 143 18 234 35
11:30 88 15 150 14 238 29
11:45 116 15 156 12 272 27
Totals 3,132 5,124 3,560 5,438 6,692 10,562
Split% 46.8 48.5 53.2 51.5
Day Totals 8,256 8,998 17,254
Day Splits 47.8 52.2
Peak Hour 07:30 04:45 07:15 04:15 07:30 04:30
Volume 927 949 885 903 1,792 1,804
Factor 0.94 0.86 0.86 0.91 0.89 0.86
Data File : D1909039
K-1289
Attachment 8
2326
Location: Santa Ana PROJECT:

AM Period NB SB EB WB PM Period NB SB EB WB
0:30 7 9 12:00 98 97
0:15 8 11 12:15 86 89
0:30 7 9 12:30 94 104
0:45 2 24 13 42 66 12:45 106 384 108 398 782
1:00 1 10 13:00 89 123
1:15 1 7 13:15 86 132
1:30 0 6 13:30 95 105
1:45 3 5 8 31 36 13:45 79 349 101 461 810
2:00 2 11 14:00 108 96
2:15 0 7 14:15 89 95
2:30 2 4 14:30 87 103
2:45 3 7 2 24 31 14:45 97 381 123 417 798
3:00 6 5 15:00 102 127
3:15 4 1 15:15 113 145
3:30 2 0 15:30 103 153
3:45 3152 8 23 15:45 107 425 167 592 1017
4:00 6 4 16:00 123 159
4:15 10 5 16:15 156 153
4:30 13 3 16:30 178 163
4:45 11 40 8 20 60 16:45 168 625 175 650 1275
5:00 16 12 17:00 156 213
5:15 24 24 17:15 134 234
5:30 29 36 17:30 121 204
5:45 39 108 65 137 245 17:45 102 513 195 846 1359
6:00 54 64 18:00 97 172
6:15 75 75 18:15 87 142
6:30 86 78 18:30 103 104
6:45 103 318 95 312 630 18:45 76 363 123 541 904
7:00 123 121 19:00 86 96
7:15 189 158 19:15 78 86
7:30 254 175 19:30 64 74
7:45 304 870 145 599 1469 19:45 61 289 76 332 621
8:00 234 157 20:00 58 78
8:15 153 134 20:15 53 61
8:30 145 109 20:30 43 56
8:45 126 658 89 489 1147 20:45 37 191 64 259 450
9:00 103 76 21:00 45 64
9:15 100 89 21:15 35 43
9:30 87 75 21:30 32 63
9:45 95 385 78 318 703 21:45 40 152 53 223 375
10:00 76 100 22:00 28 47
10:15 68 89 22:15 17 41
10:30 79 96 22:30 23 36
10:45 81 304 78 363 667 22:45 24 92 27 151 243
11:00 74 86 23:00 14 32
11:15 89 75 23:15 8 18
11:30 94 95 23:30 12 20
11:45 90 347 99 355 702 23:45 11 45 16 86 131
Total Vol. 3081 2698 5779 3809 4956 8765
NB SB EB WB Combined
6890 7654 14544
Split % 53.3% 46.7% 39.7% 43.5% 56.5% 60.3%
Peak Hour 0:30 0:30 7:15 7:15 7:15 16:15 17:00 16:30
Volume 981 635 1616 658 846 1421
P.H.F. 0.81 0.91 0.90 0.92 0.90 0.96
Wednesday, October 02, 2019
ADT208 SANTA ANA BLVD from FLOWER ST to ROSS ST. Prepared by AimTD tel. 714 753 7888 Daily Totals
AM PM
[email protected] Tell. 714 753 7888
K-1290
Attachment 8
2327
K-1291
Attachment 8
2328
K-1292
Attachment 8
2329
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : FIRST STREET Site: SANTA ANA
Segment : MAIN ST TO STANDARD AVE Date: 09/11/19
Client : CITY SANTA ANA
Interval EB WB Combined Day: Wednesday
Begin AM PM AM PM AM PM
12:00 54 193 299 1,249 58 185 274 1,115 112 378 573 2,364 12:15 49 306 52 282 101 588
12:30 42 320 46 269 88 589
12:45 48 324 29 290 77 614
01:00 38 144 325 1,375 28 112 316 1,211 66 256 641 2,586 01:15 32 362 34 248 66 610
01:30 28 356 23 334 51 690
01:45 46 332 27 313 73 645
02:00 31 116 330 1,314 36 136 333 1,369 67 252 663 2,683 02:15 31 324 34 326 65 650
02:30 25 323 36 350 61 673
02:45 29 337 30 360 59 697
03:00 22 163 352 1,395 21 117 378 1,446 43 280 730 2,841 03:15 37 356 24 360 61 716
03:30 42 315 32 362 74 677
03:45 62 372 40 346 102 718
04:00 56 376 324 1,440 33 135 356 1,451 89 511 680 2,891 04:15 86 362 26 368 112 730
04:30 101 392 38 352 139 744
04:45 133 362 38 375 171 737
05:00 135 791 381 1,560 60 304 374 1,454 195 1,095 755 3,014 05:15 162 380 61 358 223 738
05:30 236 406 72 354 308 760
05:45 258 393 111 368 369 761
06:00 258 1,243 330 1,294 118 566 352 1,279 376 1,809 682 2,573 06:15 286 338 134 313 420 651
06:30 365 324 133 306 498 630
06:45 334 302 181 308 515 610
07:00 378 1,557 310 1,171 230 1,266 298 1,109 608 2,823 608 2,280 07:15 394 339 311 273 705 612
07:30 384 264 355 278 739 542
07:45 401 258 370 260 771 518
08:00 375 1,422 221 866 291 1,086 192 772 666 2,508 413 1,638 08:15 384 213 276 208 660 421
08:30 331 210 269 184 600 394
08:45 332 222 250 188 582 410
09:00 344 1,238 166 639 259 1,014 171 659 603 2,252 337 1,298 09:15 322 183 213 162 535 345
09:30 278 154 276 162 554 316
09:45 294 136 266 164 560 300
10:00 270 1,088 125 446 248 998 158 566 518 2,086 283 1,012 10:15 270 118 242 140 512 258
10:30 256 119 242 136 498 255
10:45 292 84 266 132 558 216
11:00 276 1,157 90 285 246 1,068 102 336 522 2,225 192 621 11:15 270 69 268 80 538 149
11:30 290 68 276 66 566 134
11:45 321 58 278 88 599 146
Totals 9,488 13,034 6,987 12,767 16,475 25,801
Split% 57.6 50.5 42.4 49.5
Day Totals 22,522 19,754 42,276
Day Splits 53.3 46.7
Peak Hour 07:00 05:00 07:15 04:15 07:15 05:00
Volume 1,557 1,560 1,327 1,469 2,881 3,014
Factor 0.97 0.96 0.90 0.98 0.93 0.99
Data File : D1909094
K-1293
Attachment 8
2330
Location: Santa Ana PROJECT:

AM Period NB SB EB WB PM Period NB SB EB WB
0:00 32 29 12:00 221 230
0:15 21 24 12:15 195 205
0:30 24 14 12:30 162 265
0:45 18 95 17 84 179 12:45 182 760 257 957 1717
1:00 23 23 13:00 156 244
1:15 14 16 13:15 186 214
1:30 18 18 13:30 207 225
1:45 16 71 21 78 149 13:45 174 723 251 934 1657
2:00 18 24 14:00 207 263
2:15 22 25 14:15 173 236
2:30 19 21 14:30 187 244
2:45 23 82 24 94 176 14:45 201 768 303 1046 1814
3:00 21 17 15:00 197 285
3:15 29 19 15:15 199 295
3:30 20 25 15:30 178 300
3:45 28 98 24 85 183 15:45 175 749 336 1216 1965
4:00 24 27 16:00 196 354
4:15 34 48 16:15 204 313
4:30 42 54 16:30 193 334
4:45 39 139 66 195 334 16:45 213 806 326 1327 2133
5:00 52 94 17:00 264 295
5:15 76 107 17:15 268 303
5:30 92 100 17:30 248 265
5:45 106 326 112 413 739 17:45 256 1036 314 1177 2213
6:00 148 122 18:00 224 317
6:15 203 120 18:15 220 336
6:30 261 126 18:30 189 309
6:45 250 862 142 510 1372 18:45 176 809 299 1261 2070
7:00 268 210 19:00 187 275
7:15 271 189 19:15 183 231
7:30 294 264 19:30 164 207
7:45 289 1122 252 915 2037 19:45 149 683 175 888 1571
8:00 285 231 20:00 139 154
8:15 270 207 20:15 123 167
8:30 316 197 20:30 110 125
8:45 234 1105 179 814 1919 20:45 114 486 103 549 1035
9:00 205 155 21:00 99 132
9:15 203 200 21:15 112 109
9:30 187 185 21:30 118 113
9:45 181 776 192 732 1508 21:45 96 425 94 448 873
10:00 175 200 22:00 75 104
10:15 164 209 22:15 88 92
10:30 160 184 22:30 78 108
10:45 170 669 213 806 1475 22:45 63 304 85 389 693
11:00 158 197 23:00 52 81
11:15 196 215 23:15 50 79
11:30 209 194 23:30 46 56
11:45 195 758 215 821 1579 23:45 34 182 38 254 436
Total Vol. 6103 5547 11650 7731 10446 18177
NB SB EB WB Combined
13834 15993 29827
Split % 52.4% 47.6% 39.1% 42.5% 57.5% 60.9%
Peak Hour 7:45 7:30 7:30 17:00 15:45 17:00
Volume 1160 954 2092 1036 1337 2213
P.H.F. 0.92 0.90 0.94 0.96 0.94 0.97
Thursday, October 10, 2019
ADT161 MAIN ST from McFADDEN AVE to CHESTNUT AVE. Prepared by AimTD tel. 714 753 7888 Daily Totals
AMPM
[email protected] Tell. 714 753 7888
K-1294
Attachment 8
2331
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : GRAND AVENUE Site: SANTA ANA
Segment : SANTA CLARA AVE TO FAIRHAVEN Date: 09/12/19
Client : CITY SANTA ANA
Interval NB SB Combined Day: Thursday
Begin AM PM AM PM AM PM
12:00 21 72 192 780 21 81 199 746 42 153 391 1,526
12:15 15 200 27 177 42 377
12:30 20 212 17 170 37 382
12:45 16 176 16 200 32 376
01:00 12 43 190 804 10 41 214 722 22 84 404 1,526
01:15 11 213 12 156 23 369
01:30 11 198 12 164 23 362
01:45 9 203 7 188 16 391
02:00 14 57 209 968 7 36 184 814 21 93 393 1,782
02:15 16 234 12 202 28 436
02:30 15 251 6 222 21 473
02:45 12 274 11 206 23 480
03:00 10 59 248 1,055 8 51 208 900 18 110 456 1,955
03:15 12 244 14 254 26 498
03:30 21 285 6 210 27 495
03:45 16 278 23 228 39 506
04:00 24 143 304 1,253 16 116 213 917 40 259 517 2,170
04:15 32 307 26 226 58 533
04:30 41 316 38 250 79 566
04:45 46 326 36 228 82 554
05:00 62 302 353 1,463 26 260 287 1,099 88 562 640 2,562 05:15 62 332 56 294 118 626
05:30 87 406 74 270 161 676
05:45 91 372 104 248 195 620
06:00 78 432 354 1,319 132 1,016 224 769 210 1,448 578 2,088 06:15 96 360 199 172 295 532
06:30 132 320 306 180 438 500
06:45 126 285 379 193 505 478
07:00 140 777 228 799 383 1,728 176 659 523 2,505 404 1,458 07:15 192 214 414 178 606 392
07:30 227 189 481 153 708 342
07:45 218 168 450 152 668 320
08:00 189 675 134 524 477 1,806 144 509 666 2,481 278 1,033 08:15 170 128 469 134 639 262
08:30 168 142 415 117 583 259
08:45 148 120 445 114 593 234
09:00 148 575 126 404 422 1,174 124 427 570 1,749 250 831 09:15 125 102 274 111 399 213
09:30 136 90 230 94 366 184
09:45 166 86 248 98 414 184
10:00 175 627 96 292 184 686 88 241 359 1,313 184 533
10:15 156 84 184 54 340 138
10:30 150 64 164 49 314 113
10:45 146 48 154 50 300 98
11:00 164 693 43 149 166 674 48 170 330 1,367 91 319
11:15 160 46 152 42 312 88
11:30 176 36 178 34 354 70
11:45 193 24 178 46 371 70
Totals 4,455 9,810 7,669 7,973 12,124 17,783
Split% 36.7 55.2 63.3 44.8
Day Totals 14,265 15,642 29,907
Day Splits 47.7 52.3
Peak Hour 07:15 05:30 07:30 05:00 07:30 05:00
Volume 826 1,492 1,877 1,099 2,681 2,562
Factor 0.91 0.92 0.98 0.93 0.95 0.95
Data File : D1909127
K-1295
Attachment 8
2332
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : GRAND AVENUE Site: SANTA ANA
Segment : FOURTH ST TO SANTA ANA BLVD Date: 09/12/19
Client : CITY SANTA ANA
Interval NB SB Combined Day: Thursday
Begin AM PM AM PM AM PM
12:00 44 105 252 1,022 25 101 257 918 69 206 509 1,940
12:15 26 266 33 227 59 493
12:30 15 250 24 237 39 487
12:45 20 254 19 197 39 451
01:00 27 103 292 1,179 23 84 242 842 50 187 534 2,021
01:15 20 270 21 187 41 457
01:30 31 293 27 192 58 485
01:45 25 324 13 221 38 545
02:00 19 80 360 1,415 18 61 183 866 37 141 543 2,281
02:15 26 331 13 229 39 560
02:30 22 336 10 204 32 540
02:45 13 388 20 250 33 638
03:00 14 103 386 1,579 13 85 224 872 27 188 610 2,451
03:15 27 379 14 218 41 597
03:30 30 423 26 206 56 629
03:45 32 391 32 224 64 615
04:00 48 245 370 1,627 33 279 242 886 81 524 612 2,513
04:15 55 409 58 218 113 627
04:30 62 398 80 212 142 610
04:45 80 450 108 214 188 664
05:00 95 492 442 1,780 85 614 224 947 180 1,106 666 2,727 05:15 110 462 134 271 244 733
05:30 164 444 175 229 339 673
05:45 123 432 220 223 343 655
06:00 138 692 480 1,766 184 1,045 221 763 322 1,737 701 2,529 06:15 158 460 205 181 363 641
06:30 206 410 260 175 466 585
06:45 190 416 396 186 586 602
07:00 225 1,055 350 1,080 384 1,448 176 605 609 2,503 526 1,685 07:15 260 270 382 148 642 418
07:30 288 270 348 143 636 413
07:45 282 190 334 138 616 328
08:00 230 886 206 722 460 1,892 134 507 690 2,778 340 1,229 08:15 228 178 487 111 715 289
08:30 224 180 499 142 723 322
08:45 204 158 446 120 650 278
09:00 210 912 141 564 257 1,028 123 448 467 1,940 264 1,012 09:15 226 144 316 115 542 259
09:30 234 149 227 118 461 267
09:45 242 130 228 92 470 222
10:00 242 896 118 395 212 788 104 271 454 1,684 222 666 10:15 190 112 186 65 376 177
10:30 225 85 194 46 419 131
10:45 239 80 196 56 435 136
11:00 264 1,003 63 219 182 877 44 168 446 1,880 107 387 11:15 245 62 237 48 482 110
11:30 256 60 198 35 454 95
11:45 238 34 260 41 498 75
Totals 6,572 13,348 8,302 8,093 14,874 21,441
Split% 44.2 62.3 55.8 37.7
Day Totals 19,920 16,395 36,315
Day Splits 54.9 45.1
Peak Hour 07:15 05:15 08:00 05:00 08:00 05:15
Volume 1,060 1,818 1,892 947 2,778 2,762
Factor 0.92 0.95 0.95 0.87 0.96 0.94
* Data File : D1909124
K-1296
Attachment 8
2333
CITY: Santa Ana PROJECT:

AM Period NB SB EB WB PM Period NB SB EB WB
0:00 4 4 12:00 72 69
0:15 8 3 12:15 77 73
0:30 5 5 12:30 82 67
0:45 3 20 3 15 35 12:45 69 300 87 296 596
1:00 6 5 13:00 82 66
1:15 4 2 13:15 64 97
1:30 2 3 13:30 88 85
1:45 3 15 3 13 28 13:45 71 305 95 343 648
2:00 3 8 14:00 83 76
2:15 0 0 14:15 95 81
2:30 0 6 14:30 127 84
2:45 2 5 0 14 19 14:45 108 413 88 329 742
3:00 4 2 15:00 93 99
3:15 6 4 15:15 103 94
3:30 3 6 15:30 110 97
3:45 4 17 4 16 33 15:45 106 412 107 397 809
4:00 8 4 16:00 118 98
4:15 6 4 16:15 110 115
4:30 10 4 16:30 83 117
4:45 16 40 11 23 63 16:45 115 426 113 443 869
5:00 11 16 17:00 117 136
5:15 14 12 17:15 110 124
5:30 28 26 17:30 144 136
5:45 24 77 17 71 148 17:45 98 469 128 524 993
6:00 22 20 18:00 116 148
6:15 42 34 18:15 92 98
6:30 61 52 18:30 82 116
6:45 49 174 58 164 338 18:45 77 367 87 449 816
7:00 70 61 19:00 52 79
7:15 121 78 19:15 72 83
7:30 119 108 19:30 68 53
7:45 120 430 112 359 789 19:45 42 234 49 264 498
8:00 107 85 20:00 40 47
8:15 92 67 20:15 55 25
8:30 67 70 20:30 47 45
8:45 77 343 68 290 633 20:45 35 177 39 156 333
9:00 81 57 21:00 48 34
9:15 69 76 21:15 38 41
9:30 72 54 21:30 28 27
9:45 70 292 61 248 540 21:45 41 155 23 125 280
10:00 58 51 22:00 25 19
10:15 80 61 22:15 25 19
10:30 72 64 22:30 15 19
10:45 65 275 62 238 513 22:45 19 84 19 76 160
11:00 61 51 23:00 15 18
11:15 56 60 23:15 13 6
11:30 82 68 23:30 8 6
11:45 72 271 69 248 519 23:45 7 43 5 35 78
Total Vol. 1959 1699 3658 3385 3437 6822
NB SB EB WB Combined
5344 5136 10480
Split % 53.6% 46.4% 34.9% 49.6% 50.4% 65.1%
Peak Hour 7:15 7:15 7:15 16:45 17:15 17:15
Volume 467 383 850 486 536 1004
P.H.F. 0.96 0.85 0.92 0.84 0.91 0.90
Daily Totals
AM PM
[email protected] Tell. 714 253 7888
Tuesday, September 24, 2019 SC
ADT218 SANTA CLARA AVE from GR to AVE to TUSTIN AVE. Prepared by AimTD tel. 714 253 7888 K-1297
Attachment 8
2334
CITY: Santa Ana PROJECT:

AM Period NB SB EB WB PM Period NB SB EB WB
0:00 19 25 12:00 196 232
0:15 17 18 12:15 257 239
0:30 21 24 12:30 219 251
0:45 21 78 16 83 161 12:45 262 934 279 1001 1935
1:00 21 24 13:00 231 256
1:15 9 14 13:15 246 221
1:30 9 11 13:30 259 248
1:45 9 48 4 53 101 13:45 272 1008 245 970 1978
2:00 11 12 14:00 263 229
2:15 11 11 14:15 280 248
2:30 8 12 14:30 270 220
2:45 8 38 10 45 83 14:45 286 1099 253 950 2049
3:00 8 8 15:00 277 267
3:15 2 8 15:15 279 300
3:30 6 16 15:30 294 259
3:45 20 36 16 48 84 15:45 318 1168 257 1083 2251
4:00 9 14 16:00 366 275
4:15 24 26 16:15 348 267
4:30 25 36 16:30 388 272
4:45 24 82 41 117 199 16:45 432 1534 271 1085 2619
5:00 36 49 17:00 516 335
5:15 50 58 17:15 437 307
5:30 57 60 17:30 445 325
5:45 69 212 110 277 489 17:45 429 1827 269 1236 3063
6:00 68 157 18:00 477 283
6:15 74 218 18:15 347 224
6:30 97 410 18:30 300 211
6:45 92 331 481 1266 1597 18:45 310 1434 206 924 2358
7:00 119 548 19:00 260 208
7:15 125 663 19:15 243 185
7:30 148 672 19:30 203 156
7:45 175 567 682 2565 3132 19:45 148 854 162 711 1565
8:00 166 671 20:00 205 162
8:15 161 665 20:15 145 142
8:30 156 647 20:30 117 125
8:45 164 647 572 2555 3202 20:45 134 601 130 559 1160
9:00 172 479 21:00 108 125
9:15 152 349 21:15 130 94
9:30 168 270 21:30 94 94
9:45 169 661 278 1376 2037 21:45 77 409 100 413 822
10:00 177 241 22:00 89 83
10:15 181 238 22:15 61 62
10:30 165 231 22:30 66 41
10:45 187 710 221 931 1641 22:45 50 266 65 251 517
11:00 211 203 23:00 69 49
11:15 188 240 23:15 40 32
11:30 189 201 23:30 34 33
11:45 233 821 234 878 1699 23:45 31 174 29 143 317
Total Vol. 4231 10194 14425 11308 9326 20634
NB SB EB WB Combined
15539 19520 35059
Split % 29.3% 70.7% 41.1% 54.8% 45.2% 58.9%
Peak Hour 11:45 7:30 7:30 16:45 16:45 16:45
Volume 905 2690 3340 1830 1238 3068
P.H.F. 0.88 0.99 0.97 0.88 0.92 0.90
Daily Totals
AMPM
[email protected] Tell. 714 253 7888
Wednesday, September 25, 2019 SC
ADT258 TUSTIN AVE from SANTA CLARA AVE to FAIRHAVEN AVE. Prepared by AimTD tel. 714 253 7888 K-1298
Attachment 8
2335
Location: Santa Ana PROJECT:

AM Period NB SB EB WB PM Period NB SB EB WB
0:30 12 34 12:00 256 258
0:15 15 23 12:15 262 290
0:30 9 17 12:30 304 306
0:45 8 44 19 93 137 12:45 256 1078 317 1171 2249
1:00 7 12 13:00 245 291
1:15 10 14 13:15 215 295
1:30 7 11 13:30 277 326
1:45 9 33 8 45 78 13:45 244 981 283 1195 2176
2:00 7 10 14:00 283 278
2:15 5 14 14:15 261 229
2:30 10 16 14:30 258 263
2:45 5 27 9 49 76 14:45 235 1037 293 1063 2100
3:00 7 8 15:00 252 276
3:15 5 13 15:15 245 287
3:30 9 15 15:30 250 263
3:45 9 30 8 44 74 15:45 248 995 319 1145 2140
4:00 12 7 16:00 273 316
4:15 15 13 16:15 319 276
4:30 25 21 16:30 302 311
4:45 41 93 27 68 161 16:45 313 1207 290 1193 2400
5:00 52 28 17:00 323 314
5:15 67 41 17:15 356 313
5:30 62 57 17:30 374 349
5:45 68 249 54 180 429 17:45 309 1362 353 1329 2691
6:00 86 58 18:00 303 316
6:15 104 70 18:15 256 332
6:30 176 97 18:30 289 283
6:45 197 563 134 359 922 18:45 259 1107 282 1213 2320
7:00 191 186 19:00 277 283
7:15 189 201 19:15 226 265
7:30 207 268 19:30 180 190
7:45 224 811 218 873 1684 19:45 175 858 214 952 1810
8:00 251 234 20:00 165 155
8:15 272 271 20:15 150 171
8:30 261 262 20:30 116 156
8:45 248 1032 256 1023 2055 20:45 118 549 127 609 1158
9:00 217 233 21:00 123 154
9:15 208 198 21:15 104 127
9:30 200 209 21:30 97 106
9:45 195 820 194 834 1654 21:45 105 429 72 459 888
10:00 188 226 22:00 71 80
10:15 213 228 22:15 79 86
10:30 232 244 22:30 78 54
10:45 217 850 194 892 1742 22:45 70 298 47 267 565
11:00 218 252 23:00 67 42
11:15 238 235 23:15 45 53
11:30 257 232 23:30 32 41
11:45 242 955 238 957 1912 23:45 26 170 35 171 341
Total Vol. 5507 5417 10924 10071 10767 20838
NB SB EB WB Combined
15578 16184 31762
Split % 50.4% 49.6% 34.4% 48.3% 51.7% 65.6%
Peak Hour 0:30 0:30 11:45 11:45 11:45 16:45 17:30 17:00 Volume 1064 1092 2156 1366 1350 2691
P.H.F. 0.88 0.89 0.88 0.91 0.96 0.93
Daily Totals
AM PM
[email protected] Tell. 714 253 7888
Thursday, October 10, 2019
ADT239 SEVENTEENTH ST from CABRILLO PARK DR to TUSTIN AVE. Prepared by AimTD tel. 714 253 7888 K-1299
Attachment 8
2336
CITY: Santa Ana PROJECT:

AM Period NB SB EB WB PM Period NB SB EB WB
0:00 12 11 12:00 197 198
0:15 12 15 12:15 182 177
0:30 12 12 12:30 192 195
0:45 8 44 9 47 91 12:45 153 724 197 767 1491
1:00 6 4 13:00 178 196
1:15 9 11 13:15 189 202
1:30 7 8 13:30 199 181
1:45 7 29 4 27 56 13:45 204 770 154 733 1503
2:00 5 7 14:00 185 162
2:15 7 5 14:15 183 167
2:30 3 7 14:30 192 153
2:45 6 21 4 23 44 14:45 259 819 145 627 1446
3:00 3 6 15:00 259 176
3:15 8 13 15:15 264 196
3:30 8 6 15:30 286 191
3:45 9 28 5 30 58 15:45 269 1078 187 750 1828
4:00 18 13 16:00 263 181
4:15 24 10 16:15 316 152
4:30 13 24 16:30 319 202
4:45 24 79 25 72 151 16:45 311 1209 206 741 1950
5:00 27 27 17:00 327 247
5:15 41 26 17:15 317 205
5:30 30 57 17:30 340 201
5:45 41 139 49 159 298 17:45 371 1355 166 819 2174
6:00 51 91 18:00 361 133
6:15 65 130 18:15 332 110
6:30 100 205 18:30 309 147
6:45 102 318 216 642 960 18:45 296 1298 113 503 1801
7:00 115 310 19:00 189 105
7:15 119 309 19:15 166 115
7:30 138 320 19:30 143 106
7:45 164 536 329 1268 1804 19:45 95 593 85 411 1004
8:00 245 354 20:00 96 74
8:15 235 333 20:15 97 73
8:30 199 337 20:30 91 84
8:45 239 918 334 1358 2276 20:45 73 357 62 293 650
9:00 183 266 21:00 60 74
9:15 187 240 21:15 77 51
9:30 153 197 21:30 82 61
9:45 197 720 195 898 1618 21:45 51 270 59 245 515
10:00 160 179 22:00 43 56
10:15 178 159 22:15 44 40
10:30 173 149 22:30 31 34
10:45 154 665 129 616 1281 22:45 32 150 27 157 307
11:00 161 170 23:00 30 27
11:15 177 158 23:15 20 35
11:30 173 198 23:30 24 29
11:45 172 683 210 736 1419 23:45 15 89 20 111 200
Total Vol. 4180 5876 10056 8712 6157 14869
NB SB EB WB Combined
12892 12033 24925
Split % 41.6% 58.4% 40.3% 58.6% 41.4% 59.7%
Peak Hour 8:00 8:00 8:00 17:30 16:30 17:00
Volume 918 1358 2276 1404 860 2174
P.H.F. 0.94 0.96 0.95 0.97 0.87 0.95
Daily Totals
AMPM
[email protected] Tell. 714 253 7888
Tuesday, September 24, 2019 SC
ADT255 TUSTIN AVE from FOURTH ST to FRUIT ST. Prepared by AimTD tel. 714 253 7888 K-1300
Attachment 8
2337
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : FIRST STREET Site: SANTA ANA
Segment : GRAND AVE TO LYON ST Date: 09/10/19
Client : CITY SANTA ANA
Interval EB WB Combined Day: Tuesday
Begin AM PM AM PM AM PM
12:00 24 74 158 612 58 186 220 963 82 260 378 1,575
12:15 15 153 49 260 64 413
12:30 14 158 43 225 57 383
12:45 21 143 36 258 57 401
01:00 15 48 162 668 30 139 243 976 45 187 405 1,644
01:15 12 172 34 236 46 408
01:30 5 174 42 241 47 415
01:45 16 160 33 256 49 416
02:00 8 43 180 870 24 101 246 1,084 32 144 426 1,954
02:15 10 192 24 248 34 440
02:30 14 260 25 300 39 560
02:45 11 238 28 290 39 528
03:00 6 65 202 800 15 101 289 1,137 21 166 491 1,937
03:15 14 209 28 271 42 480
03:30 16 177 18 321 34 498
03:45 29 212 40 256 69 468
04:00 25 180 206 859 31 157 307 1,301 56 337 513 2,160
04:15 37 218 38 300 75 518
04:30 50 229 39 326 89 555
04:45 68 206 49 368 117 574
05:00 70 375 186 505 70 335 344 1,360 140 710 530 1,865 05:15 78 62 70 342 148 404
05:30 91 91 83 354 174 445
05:45 136 166 112 320 248 486
06:00 126 581 196 749 130 637 288 1,026 256 1,218 484 1,775 06:15 144 188 129 268 273 456
06:30 148 187 164 240 312 427
06:45 163 178 214 230 377 408
07:00 170 608 147 497 240 1,222 222 852 410 1,830 369 1,349 07:15 172 140 305 210 477 350
07:30 132 106 324 222 456 328
07:45 134 104 353 198 487 302
08:00 140 602 98 379 294 1,041 180 635 434 1,643 278 1,014 08:15 146 110 272 163 418 273
08:30 150 101 234 150 384 251
08:45 166 70 241 142 407 212
09:00 162 620 78 283 236 938 130 581 398 1,558 208 864
09:15 150 86 266 162 416 248
09:30 160 53 208 140 368 193
09:45 148 66 228 149 376 215
10:00 164 613 68 202 211 880 124 450 375 1,493 192 652
10:15 158 48 216 132 374 180
10:30 138 42 220 104 358 146
10:45 153 44 233 90 386 134
11:00 144 630 40 138 240 948 94 303 384 1,578 134 441
11:15 148 36 234 64 382 100
11:30 170 32 232 69 402 101
11:45 168 30 242 76 410 106
Totals 4,439 6,562 6,685 10,668 11,124 17,230
Split% 39.9 38.1 60.1 61.9
Day Totals 11,001 17,353 28,354
Day Splits 38.8 61.2
Peak Hour 06:30 02:30 07:15 04:45 07:15 04:15
Volume 653 909 1,276 1,408 1,854 2,177
Factor 0.95 0.87 0.90 0.96 0.95 0.95
Data File : D1909096
K-1301
Attachment 8
2338
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : FIRST STREET Site: SANTA ANA
Segment : SANTA ANA FWY TO GOLDEN CIRCLE Date: 09/11/19 Client : CITY SANTA ANA
Interval WB EB Combined Day: Wednesday
Begin AM PM AM PM AM PM
12:00 22 85 132 605 21 78 212 691 43 163 344 1,296
12:15 31 148 24 162 55 310
12:30 17 168 17 165 34 333
12:45 15 157 16 152 31 309
01:00 24 72 180 669 16 66 161 705 40 138 341 1,374
01:15 14 168 14 168 28 336
01:30 17 158 19 186 36 344
01:45 17 163 17 190 34 353
02:00 18 54 172 664 20 56 164 732 38 110 336 1,396
02:15 17 164 12 166 29 330
02:30 14 184 11 203 25 387
02:45 5 144 13 199 18 343
03:00 12 57 192 725 12 76 196 826 24 133 388 1,551
03:15 15 170 21 199 36 369
03:30 14 169 19 203 33 372
03:45 16 194 24 228 40 422
04:00 14 80 222 795 21 135 188 871 35 215 410 1,666
04:15 14 177 29 232 43 409
04:30 32 188 45 229 77 417
04:45 20 208 40 222 60 430
05:00 41 199 222 817 58 247 250 978 99 446 472 1,795
05:15 46 222 58 240 104 462
05:30 54 186 44 228 98 414
05:45 58 187 87 260 145 447
06:00 62 354 194 654 90 448 251 860 152 802 445 1,514
06:15 69 170 90 224 159 394
06:30 91 160 116 210 207 370
06:45 132 130 152 175 284 305
07:00 155 811 144 503 120 484 138 482 275 1,295 282 985 07:15 176 138 115 130 291 268
07:30 240 119 136 122 376 241
07:45 240 102 113 92 353 194
08:00 192 787 94 342 172 742 102 400 364 1,529 196 742
08:15 216 94 186 92 402 186
08:30 191 82 166 119 357 201
08:45 188 72 218 87 406 159
09:00 164 612 82 277 192 659 77 281 356 1,271 159 558
09:15 150 67 146 60 296 127
09:30 160 62 157 78 317 140
09:45 138 66 164 66 302 132
10:00 140 497 66 218 130 533 56 205 270 1,030 122 423
10:15 127 57 143 61 270 118
10:30 126 61 134 46 260 107
10:45 104 34 126 42 230 76
11:00 160 563 38 138 162 602 37 129 322 1,165 75 267
11:15 134 35 130 36 264 71
11:30 123 27 162 26 285 53
11:45 146 38 148 30 294 68
Totals 4,171 6,407 4,126 7,160 8,297 13,567
Split% 50.3 47.2 49.7 52.8
Day Totals 10,578 11,286 21,864
Day Splits 48.4 51.6
Peak Hour 07:30 04:30 08:15 05:15 08:00 05:00
Volume 888 840 762 979 1,529 1,795
Factor 0.93 0.95 0.87 0.94 0.94 0.95
* Data File : D1909141
K-1302
Attachment 8
2339
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : FAIRVIEW STREET Site: SANTA ANA
Segment : HARVARD AVE TO EDINGER AVE Date: 09/25/19
Client : CITY SANTA ANA
Interval SB NB Combined Day: Wednesday
Begin AM PM AM PM AM PM
12:00 18 72 204 942 56 175 268 969 74 247 472 1,911
12:15 21 254 44 211 65 465
12:30 16 236 41 246 57 482
12:45 17 248 34 244 51 492
01:00 10 52 247 991 29 106 282 1,237 39 158 529 2,228
01:15 10 227 35 280 45 507
01:30 16 245 21 328 37 573
01:45 16 272 21 347 37 619
02:00 14 66 283 1,116 39 110 440 1,615 53 176 723 2,731 02:15 16 265 23 352 39 617
02:30 18 290 12 426 30 716
02:45 18 278 36 397 54 675
03:00 12 135 246 886 25 99 406 1,781 37 234 652 2,667
03:15 23 232 21 402 44 634
03:30 42 206 21 475 63 681
03:45 58 202 32 498 90 700
04:00 64 471 216 841 43 183 462 1,914 107 654 678 2,755 04:15 68 226 38 486 106 712
04:30 139 195 44 467 183 662
04:45 200 204 58 499 258 703
05:00 127 816 210 867 60 329 502 1,913 187 1,145 712 2,780 05:15 167 224 76 470 243 694
05:30 228 204 96 467 324 671
05:45 294 229 97 474 391 703
06:00 218 1,231 195 685 124 600 454 1,687 342 1,831 649 2,372 06:15 278 170 140 399 418 569
06:30 332 178 160 460 492 638
06:45 403 142 176 374 579 516
07:00 400 1,487 130 509 275 1,278 324 1,115 675 2,765 454 1,624 07:15 428 154 276 283 704 437
07:30 350 113 375 256 725 369
07:45 309 112 352 252 661 364
08:00 370 1,480 107 403 250 886 238 829 620 2,366 345 1,232 08:15 374 118 220 207 594 325
08:30 390 82 208 190 598 272
08:45 346 96 208 194 554 290
09:00 253 988 94 324 210 824 217 765 463 1,812 311 1,089 09:15 271 88 190 206 461 294
09:30 239 68 234 165 473 233
09:45 225 74 190 177 415 251
10:00 182 812 52 190 181 731 136 531 363 1,543 188 721
10:15 205 45 181 159 386 204
10:30 215 49 195 140 410 189
10:45 210 44 174 96 384 140
11:00 195 787 54 146 196 841 86 337 391 1,628 140 483
11:15 197 32 196 97 393 129
11:30 191 33 226 88 417 121
11:45 204 27 223 66 427 93
Totals 8,397 7,900 6,162 14,693 14,559 22,593
Split% 57.7 35.0 42.3 65.0
Day Totals 16,297 20,855 37,152
Day Splits 43.9 56.1
Peak Hour 06:45 02:00 07:00 04:15 07:00 04:15
Volume 1,581 1,116 1,278 1,954 2,765 2,789
Factor 0.92 0.96 0.85 0.97 0.95 0.98
* Data File : D1909070
K-1303
Attachment 8
2340
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : FAIRVIEW STREET Site: SANTA ANA
Segment : SEGERSTROM AVE TO WARNER AVE Date: 10/09/19
Client : CITY SANTA ANA
Interval NB SB Combined Day: Wednesday
Begin AM PM AM PM AM PM
12:00 51 162 218 888 22 96 239 996 73 258 457 1,884
12:15 40 222 30 222 70 444
12:30 38 222 25 265 63 487
12:45 33 226 19 270 52 496
01:00 25 90 292 1,227 11 47 262 1,092 36 137 554 2,319
01:15 28 280 11 246 39 526
01:30 19 310 14 284 33 594
01:45 18 345 11 300 29 645
02:00 17 87 394 1,627 22 81 292 1,070 39 168 686 2,697
02:15 15 380 14 251 29 631
02:30 19 394 16 279 35 673
02:45 36 459 29 248 65 707
03:00 21 77 418 1,738 24 176 277 1,111 45 253 695 2,849 03:15 17 424 22 289 39 713
03:30 17 428 56 277 73 705
03:45 22 468 74 268 96 736
04:00 26 152 518 1,919 58 435 267 1,071 84 587 785 2,990 04:15 25 483 98 234 123 717
04:30 46 474 128 276 174 750
04:45 55 444 151 294 206 738
05:00 60 292 470 1,933 116 856 270 1,071 176 1,148 740 3,004 05:15 48 501 188 274 236 775
05:30 96 486 269 267 365 753
05:45 88 476 283 260 371 736
06:00 86 482 434 1,618 264 1,511 243 879 350 1,993 677 2,497 06:15 132 406 312 208 444 614
06:30 132 434 420 228 552 662
06:45 132 344 515 200 647 544
07:00 192 983 302 1,032 490 2,095 232 743 682 3,078 534 1,775 07:15 213 290 556 182 769 472
07:30 293 228 555 179 848 407
07:45 285 212 494 150 779 362
08:00 219 829 190 726 549 2,197 138 558 768 3,026 328 1,284 08:15 218 196 558 142 776 338
08:30 196 160 557 152 753 312
08:45 196 180 533 126 729 306
09:00 214 782 156 616 374 1,270 94 405 588 2,052 250 1,021 09:15 184 162 334 128 518 290
09:30 198 154 284 109 482 263
09:45 186 144 278 74 464 218
10:00 192 720 156 522 192 900 74 243 384 1,620 230 765
10:15 174 144 234 52 408 196
10:30 176 128 234 50 410 178
10:45 178 94 240 67 418 161
11:00 167 778 76 276 213 875 38 149 380 1,653 114 425
11:15 205 72 198 33 403 105
11:30 209 66 220 41 429 107
11:45 197 62 244 37 441 99
Totals 5,434 14,122 10,539 9,388 15,973 23,510
Split% 34.0 60.1 66.0 39.9
Day Totals 19,556 19,927 39,483
Day Splits 49.5 50.5
Peak Hour 07:30 03:45 08:00 01:30 07:30 04:45
Volume 1,015 1,943 2,197 1,127 3,171 3,006
Factor 0.87 0.94 0.98 0.94 0.93 0.97
Data File : D1909068
K-1304
Attachment 8
2341
Location: Santa Ana PROJECT:

AM Period NB SB EB WB PM Period NB SB EB WB
0:30 16 15 12:00 217 153
0:15 6 15 12:15 221 175
0:30 9 14 12:30 213 145
0:45 6 37 4 48 85 12:45 192 843 200 673 1516
1:00 7 6 13:00 191 187
1:15 6 8 13:15 186 198
1:30 13 5 13:30 217 199
1:45 9 35 7 26 61 13:45 178 772 218 802 1574
2:00 6 4 14:00 210 215
2:15 6 4 14:15 163 218
2:30 11 0 14:30 259 210
2:45 9320 8 40 14:45 232 864 232 875 1739
3:00 18 6 15:00 220 315
3:15 9 5 15:15 202 278
3:30 21 6 15:30 232 290
3:45 31 79 8 25 104 15:45 177 831 374 1257 2088
4:00 35 21 16:00 236 362
4:15 25 10 16:15 235 385
4:30 23 41 16:30 258 383
4:45 42 125 64 136 261 16:45 234 963 386 1516 2479
5:00 35 32 17:00 313 414
5:15 32 36 17:15 249 358
5:30 62 62 17:30 262 341
5:45 60 189 83 213 402 17:45 205 1029 407 1520 2549
6:00 62 55 18:00 219 379
6:15 71 68 18:15 205 318
6:30 129 73 18:30 180 240
6:45 154 416 96 292 708 18:45 174 778 265 1202 1980
7:00 210 101 19:00 165 212
7:15 246 127 19:15 131 162
7:30 337 141 19:30 164 154
7:45 390 1183 191 560 1743 19:45 104 564 135 663 1227
8:00 257 174 20:00 105 123
8:15 336 132 20:15 127 81
8:30 298 148 20:30 98 56
8:45 291 1182 159 613 1795 20:45 96 426 86 346 772
9:00 219 144 21:00 106 85
9:15 186 141 21:15 80 52
9:30 169 142 21:30 74 51
9:45 145 719 144 571 1290 21:45 57 317 34 222 539
10:00 143 142 22:00 64 55
10:15 144 118 22:15 40 49
10:30 158 139 22:30 41 34
10:45 163 608 164 563 1171 22:45 33 178 29 167 345
11:00 180 117 23:00 40 25
11:15 171 136 23:15 25 34
11:30 165 152 23:30 19 26
11:45 209 725 171 576 1301 23:45 11 95 26 111 206
Total Vol. 5330 3631 8961 7660 9354 17014
NB SB EB WB Combined
12990 12985 25975
Split % 59.5% 40.5% 34.5% 45.0% 55.0% 65.5%
Peak Hour 0:30 0:30 7:30 11:30 7:30 16:45 16:15 16:15
Volume 1320 651 1958 1058 1568 2608
P.H.F. 0.85 0.93 0.84 0.85 0.95 0.90
Daily Totals
AM PM
[email protected] Tell. 714 253 7888
Wednesday, September 11, 2019
ADT147 MacARTHUR BL from SUSAN ST to FAIRVIEW ST. Prepared by AimTD tel. 714 253 7888 K-1305
Attachment 8
2342
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : EDINGER AVENUE Site: SANTA ANA
Segment : FAIRVIEW ST TO RAITT ST Date: 09/17/19
Client : CITY SANTA ANA
Interval EB WB Combined Day: Tuesday
Begin AM PM AM PM AM PM
12:00 35 112 166 666 34 104 172 665 69 216 338 1,331
12:15 32 158 22 160 54 318
12:30 30 186 21 175 51 361
12:45 15 156 27 158 42 314
01:00 17 79 193 791 14 57 162 750 31 136 355 1,541
01:15 18 182 18 168 36 350
01:30 30 202 12 194 42 396
01:45 14 214 13 226 27 440
02:00 8 45 194 961 8 55 202 865 16 100 396 1,826
02:15 8 229 14 204 22 433
02:30 15 276 15 207 30 483
02:45 14 262 18 252 32 514
03:00 5 48 300 1,073 14 78 264 1,093 19 126 564 2,166
03:15 8 272 12 280 20 552
03:30 16 231 20 273 36 504
03:45 19 270 32 276 51 546
04:00 24 163 298 1,053 22 199 284 1,197 46 362 582 2,250 04:15 31 234 33 308 64 542
04:30 56 269 66 294 122 563
04:45 52 252 78 311 130 563
05:00 49 337 280 1,103 62 379 317 1,213 111 716 597 2,316 05:15 64 282 84 288 148 570
05:30 104 276 116 287 220 563
05:45 120 265 117 321 237 586
06:00 105 624 251 951 100 558 296 1,112 205 1,182 547 2,063 06:15 146 224 134 292 280 516
06:30 176 252 152 242 328 494
06:45 197 224 172 282 369 506
07:00 244 1,080 204 856 198 905 240 797 442 1,985 444 1,653 07:15 308 218 216 202 524 420
07:30 273 238 239 196 512 434
07:45 255 196 252 159 507 355
08:00 222 900 236 796 218 727 166 645 440 1,627 402 1,441 08:15 238 197 169 188 407 385
08:30 220 195 176 149 396 344
08:45 220 168 164 142 384 310
09:00 164 669 155 561 150 580 126 464 314 1,249 281 1,025 09:15 188 144 156 147 344 291
09:30 172 120 138 109 310 229
09:45 145 142 136 82 281 224
10:00 150 620 105 328 153 644 99 311 303 1,264 204 639
10:15 146 94 174 81 320 175
10:30 167 70 145 71 312 141
10:45 157 59 172 60 329 119
11:00 148 635 58 200 170 614 50 164 318 1,249 108 364
11:15 158 59 162 44 320 103
11:30 151 42 148 39 299 81
11:45 178 41 134 31 312 72
Totals 5,312 9,339 4,900 9,276 10,212 18,615
Split% 52.0 50.2 48.0 49.8
Day Totals 14,651 14,176 28,827
Day Splits 50.8 49.2
Peak Hour 07:00 02:30 07:15 04:15 07:00 05:00
Volume 1,080 1,110 925 1,230 1,985 2,316
Factor 0.88 0.93 0.92 0.97 0.95 0.97
Data File : D1909050
K-1306
Attachment 8
2343
Location: Santa Ana PROJECT:

AM Period NB SB EB WB PM Period NB SB EB WB
0:30 21 35 12:00 103 104
0:15 29 24 12:15 113 123
0:30 23 20 12:30 98 113
0:45 19 92 13 92 184 12:45 110 424 130 470 894
1:00 16 9 13:00 140 109
1:15 10 11 13:15 158 121
1:30 11 13 13:30 148 132
1:45 14 51 12 45 96 13:45 156 602 126 488 1090
2:00 13 8 14:00 136 129
2:15 8 5 14:15 169 132
2:30 7 10 14:30 174 157
2:45 12 40 16 39 79 14:45 184 663 184 602 1265
3:00 13 11 15:00 221 183
3:15 19 13 15:15 193 203
3:30 12 14 15:30 176 191
3:45 15 59 17 55 114 15:45 187 777 205 782 1559
4:00 10 23 16:00 208 195
4:15 19 25 16:15 194 175
4:30 29 23 16:30 187 179
4:45 35 93 41 112 205 16:45 181 770 190 739 1509
5:00 39 53 17:00 195 204
5:15 58 62 17:15 204 195
5:30 73 78 17:30 213 222
5:45 87 257 86 279 536 17:45 217 829 216 837 1666
6:00 85 84 18:00 223 230
6:15 91 78 18:15 197 200
6:30 106 82 18:30 186 207
6:45 127 409 101 345 754 18:45 181 787 189 826 1613
7:00 140 123 19:00 198 186
7:15 178 164 19:15 179 175
7:30 219 189 19:30 187 156
7:45 229 766 196 672 1438 19:45 161 725 140 657 1382
8:00 218 187 20:00 124 117
8:15 186 159 20:15 115 103
8:30 174 122 20:30 134 111
8:45 157 735 103 571 1306 20:45 110 483 100 431 914
9:00 125 98 21:00 102 98
9:15 130 104 21:15 98 104
9:30 108 91 21:30 94 68
9:45 114 477 100 393 870 21:45 85 379 95 365 744
10:00 100 93 22:00 77 61
10:15 109 98 22:15 79 71
10:30 115 101 22:30 67 52
10:45 116 440 109 401 841 22:45 68 291 38 222 513
11:00 123 117 23:00 56 27
11:15 131 108 23:15 52 35
11:30 119 107 23:30 47 24
11:45 99 472 115 447 919 23:45 32 187 25 111 298
Total Vol. 3891 3451 7342 6917 6530 13447
NB SB EB WB Combined
10808 9981 20789
Split % 53.0% 47.0% 35.3% 51.4% 48.6% 64.7%
Peak Hour 0:30 0:30 7:30 7:15 7:30 17:15 17:30 17:15
Volume 852 736 1583 857 868 1720
P.H.F. 0.93 0.94 0.93 0.96 0.94 0.95
Daily Totals
AM PM
[email protected] Tell. 714 253 7888
Thursday, October 10, 2019
ADT174 McFADDEN AVE from FAIRVIEW ST to RAITT ST. Prepared by AimTD tel. 714 253 7888 K-1307
Attachment 8
2344
Location: Santa Ana PROJECT:

AM Period NB SB EB WB PM Period NB SB EB WB
0:30 13 17 12:00 199 185
0:15 15 15 12:15 186 197
0:30 12 13 12:30 170 183
0:45 11 51 16 61 112 12:45 173 728 194 759 1487
1:00 7 12 13:00 168 199
1:15 6 8 13:15 201 214
1:30 8 11 13:30 234 221
1:45 4 25 7 38 63 13:45 208 811 237 871 1682
2:00 4 5 14:00 206 264
2:15 2 10 14:15 229 242
2:30 8 11 14:30 312 278
2:45 14 28 9 35 63 14:45 304 1051 341 1125 2176
3:00 13 6 15:00 281 359
3:15 11 8 15:15 242 342
3:30 15 12 15:30 235 336
3:45 21 60 18 44 104 15:45 214 972 407 1444 2416
4:00 31 15 16:00 206 400
4:15 34 23 16:15 211 395
4:30 39 27 16:30 214 414
4:45 46 150 37 102 252 16:45 231 862 463 1672 2534
5:00 42 43 17:00 240 486
5:15 57 45 17:15 238 452
5:30 76 41 17:30 242 463
5:45 68 243 48 177 420 17:45 214 934 461 1862 2796
6:00 84 52 18:00 218 451
6:15 96 50 18:15 196 355
6:30 124 78 18:30 167 374
6:45 206 510 107 287 797 18:45 139 720 311 1491 2211
7:00 241 112 19:00 156 273
7:15 353 199 19:15 124 223
7:30 429 266 19:30 127 184
7:45 435 1458 343 920 2378 19:45 104 511 136 816 1327
8:00 407 257 20:00 118 104
8:15 320 168 20:15 105 112
8:30 356 152 20:30 94 85
8:45 322 1405 131 708 2113 20:45 103 420 96 397 817
9:00 252 127 21:00 95 86
9:15 153 132 21:15 100 75
9:30 142 121 21:30 96 72
9:45 145 692 136 516 1208 21:45 68 359 67 300 659
10:00 136 108 22:00 54 62
10:15 127 114 22:15 46 54
10:30 134 119 22:30 41 46
10:45 125 522 127 468 990 22:45 34 175 41 203 378
11:00 135 157 23:00 31 36
11:15 153 154 23:15 23 45
11:30 188 152 23:30 17 34
11:45 213 689 163 626 1315 23:45 12 83 28 143 226
Total Vol. 5833 3982 9815 7626 11083 18709
NB SB EB WB Combined
13459 15065 28524
Split % 59.4% 40.6% 34.4% 40.8% 59.2% 65.6%
Peak Hour 0:30 0:30 7:15 7:15 7:15 14:30 16:45 16:45
Volume 1624 1065 2689 1139 1864 2815
P.H.F. 0.93 0.78 0.86 0.91 0.96 0.97
Daily Totals
AM PM
[email protected] Tell. 714 253 7888
Thursday, October 03, 2019
ADT148 MacARTHUR BL from FAIRVIEW ST to RAITT ST. Prepared by AimTD tel. 714 253 7888 K-1308
Attachment 8
2345
Location: Santa Ana PROJECT:

AM Period NB SB EB WB PM Period NB SB EB WB
0:30 34 35 12:00 94 89
0:15 37 32 12:15 86 101
0:30 26 29 12:30 68 85
0:45 31 128 31 127 255 12:45 71 319 88 363 682
1:00 34 25 13:00 75 108
1:15 26 21 13:15 78 93
1:30 18 22 13:30 85 95
1:45 20 98 19 87 185 13:45 104 342 113 409 751
2:00 19 17 14:00 87 105
2:15 10 10 14:15 78 104
2:30 11 12 14:30 90 101
2:45 5 45 6 45 90 14:45 86 341 105 415 756
3:00 3 8 15:00 96 112
3:15 5 7 15:15 105 103
3:30 4 6 15:30 108 123
3:45 6 18 11 32 50 15:45 110 419 147 485 904
4:00 7 12 16:00 106 139
4:15 6 10 16:15 114 167
4:30 4 9 16:30 195 184
4:45 8 25 8 39 64 16:45 175 590 271 761 1351
5:00 6 6 17:00 189 242
5:15 11 7 17:15 173 196
5:30 16 8 17:30 191 207
5:45 15 48 12 33 81 17:45 178 731 242 887 1618
6:00 21 8 18:00 172 257
6:15 26 17 18:15 176 280
6:30 27 23 18:30 163 268
6:45 31 105 29 77 182 18:45 157 668 282 1087 1755
7:00 34 31 19:00 186 302
7:15 42 51 19:15 188 330
7:30 59 72 19:30 207 294
7:45 84 219 68 222 441 19:45 193 774 280 1206 1980
8:00 81 63 20:00 198 271
8:15 95 70 20:15 174 245
8:30 134 80 20:30 137 179
8:45 153 463 112 325 788 20:45 106 615 180 875 1490
9:00 156 135 21:00 96 156
9:15 231 185 21:15 78 132
9:30 276 249 21:30 86 83
9:45 257 920 297 866 1786 21:45 89 349 73 444 793
10:00 252 251 22:00 101 80
10:15 204 142 22:15 72 72
10:30 178 123 22:30 61 70
10:45 132 766 134 650 1416 22:45 52 286 64 286 572
11:00 104 108 23:00 56 54
11:15 112 100 23:15 45 43
11:30 101 96 23:30 37 42
11:45 91 408 84 388 796 23:45 35 173 37 176 349
Total Vol. 3243 2891 6134 5607 7394 13001
NB SB EB WB Combined
8850 10285 19135
Split % 52.9% 47.1% 32.1% 43.1% 56.9% 67.9%
Peak Hour 0:30 0:30 9:15 9:15 9:15 19:15 18:45 19:00
Volume 1016 982 1998 786 1208 1980
P.H.F. 0.92 0.83 0.90 0.95 0.92 0.96
Daily Totals
AM PM
[email protected] Tell. 714 753 7888
Wednesday, October 02, 2019
ADT222 SEGERSTROM AVE from FAIRVIEW ST to RAITT ST. Prepared by AimTD tel. 714 753 7888 K-1309
Attachment 8
2346
K-1310
Attachment 8
2347
K-1311
Attachment 8
2348
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : BRISTOL STREET Site: SANTA ANA
Segment : WARNER AVE TO EDINGER AVE Date: 09/17/19
Client : CITY SANTA ANA
Interval NB SB Combined Day: Tuesday
Begin AM PM AM PM AM PM
12:00 72 181 226 944 34 130 234 885 106 311 460 1,829
12:15 42 228 40 222 82 450
12:30 29 225 34 222 63 447
12:45 38 265 22 207 60 472
01:00 34 123 251 1,071 28 86 212 892 62 209 463 1,963
01:15 23 272 18 188 41 460
01:30 38 282 24 246 62 528
01:45 28 266 16 246 44 512
02:00 29 120 279 1,293 18 83 233 1,003 47 203 512 2,296 02:15 30 288 23 236 53 524
02:30 24 344 16 266 40 610
02:45 37 382 26 268 63 650
03:00 29 92 402 1,547 22 124 332 1,088 51 216 734 2,635 03:15 18 384 20 236 38 620
03:30 21 384 32 278 53 662
03:45 24 377 50 242 74 619
04:00 22 121 394 1,549 51 395 228 924 73 516 622 2,473
04:15 30 378 84 226 114 604
04:30 33 376 146 216 179 592
04:45 36 401 114 254 150 655
05:00 44 220 426 1,569 99 606 266 1,057 143 826 692 2,626 05:15 48 394 115 241 163 635
05:30 64 377 186 272 250 649
05:45 64 372 206 278 270 650
06:00 94 425 362 1,401 211 1,195 234 933 305 1,620 596 2,334 06:15 90 379 234 228 324 607
06:30 108 336 328 239 436 575
06:45 133 324 422 232 555 556
07:00 190 1,030 254 1,057 421 1,708 226 858 611 2,738 480 1,915 07:15 236 283 432 252 668 535
07:30 302 264 425 206 727 470
07:45 302 256 430 174 732 430
08:00 309 1,125 230 793 384 1,640 198 712 693 2,765 428 1,505 08:15 346 192 375 199 721 391
08:30 300 187 445 177 745 364
08:45 170 184 436 138 606 322
09:00 165 704 166 649 310 1,110 146 578 475 1,814 312 1,227 09:15 169 171 256 143 425 314
09:30 194 164 276 145 470 309
09:45 176 148 268 144 444 292
10:00 170 718 151 531 220 866 88 367 390 1,584 239 898
10:15 188 126 212 103 400 229
10:30 182 110 206 90 388 200
10:45 178 144 228 86 406 230
11:00 198 870 91 347 229 924 68 225 427 1,794 159 572
11:15 241 100 219 57 460 157
11:30 221 82 234 50 455 132
11:45 210 74 242 50 452 124
Totals 5,729 12,751 8,867 9,522 14,596 22,273
Split% 39.3 57.2 60.7 42.8
Day Totals 18,480 18,389 36,869
Day Splits 50.1 49.9
Peak Hour 07:30 04:45 07:00 02:45 07:45 02:45
Volume 1,259 1,598 1,708 1,114 2,891 2,666
Factor 0.91 0.94 0.99 0.84 0.97 0.91
Data File : D1909015
K-1312
Attachment 8
2349
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : BRISTOL STREET Site: SANTA ANA
Segment : SEGERSTROM AVE TO WARNER AVE Date: 09/17/19
Client : CITY SANTA ANA
Interval NB SB Combined Day: Tuesday
Begin AM PM AM PM AM PM
12:00 58 170 250 1,064 40 130 261 1,063 98 300 511 2,127 12:15 48 256 36 264 84 520
12:30 25 278 31 288 56 566
12:45 39 280 23 250 62 530
01:00 34 113 256 1,083 20 83 256 1,022 54 196 512 2,105 01:15 30 254 22 214 52 468
01:30 30 304 28 280 58 584
01:45 19 269 13 272 32 541
02:00 25 90 304 1,360 20 81 228 1,087 45 171 532 2,447
02:15 22 298 20 267 42 565
02:30 20 342 23 282 43 624
02:45 23 416 18 310 41 726
03:00 18 58 409 1,493 18 113 342 1,115 36 171 751 2,608 03:15 12 340 19 257 31 597
03:30 13 320 32 258 45 578
03:45 15 424 44 258 59 682
04:00 15 75 390 1,460 53 396 212 922 68 471 602 2,382
04:15 24 365 96 248 120 613
04:30 14 373 120 234 134 607
04:45 22 332 127 228 149 560
05:00 26 150 400 1,480 106 604 271 1,092 132 754 671 2,572 05:15 32 370 121 277 153 647
05:30 40 364 196 272 236 636
05:45 52 346 181 272 233 618
06:00 64 340 372 1,324 204 1,218 247 987 268 1,558 619 2,311 06:15 70 332 224 252 294 584
06:30 98 308 348 234 446 542
06:45 108 312 442 254 550 566
07:00 158 913 277 1,092 408 1,907 235 922 566 2,820 512 2,014 07:15 212 290 491 252 703 542
07:30 243 269 525 216 768 485
07:45 300 256 483 219 783 475
08:00 292 999 220 804 444 1,814 220 730 736 2,813 440 1,534 08:15 326 205 441 192 767 397
08:30 223 201 464 166 687 367
08:45 158 178 465 152 623 330
09:00 154 685 192 648 394 1,306 124 511 548 1,991 316 1,159 09:15 184 162 306 131 490 293
09:30 171 137 292 130 463 267
09:45 176 157 314 126 490 283
10:00 177 741 141 493 254 942 86 379 431 1,683 227 872
10:15 170 132 229 98 399 230
10:30 200 106 215 107 415 213
10:45 194 114 244 88 438 202
11:00 239 989 104 352 244 1,034 58 197 483 2,023 162 549 11:15 276 100 232 43 508 143
11:30 226 84 280 54 506 138
11:45 248 64 278 42 526 106
Totals 5,323 12,653 9,628 10,027 14,951 22,680
Split% 35.6 55.8 64.4 44.2
Day Totals 17,976 19,655 37,631
Day Splits 47.8 52.2
Peak Hour 07:30 03:45 07:15 02:15 07:30 02:30
Volume 1,161 1,552 1,943 1,201 3,054 2,698
Factor 0.89 0.92 0.93 0.88 0.98 0.90
* Data File : D1909014
K-1313
Attachment 8
2350
Location: Santa Ana PROJECT:

AM Period NB SB EB WB PM Period NB SB EB WB
0:30 32 32 12:00 182 187
0:15 33 25 12:15 187 186
0:30 25 29 12:30 177 222
0:45 31 121 16 102 223 12:45 205 751 204 799 1550
1:00 14 24 13:00 189 232
1:15 11 19 13:15 223 281
1:30 13 14 13:30 240 270
1:45 8 46 12 69 115 13:45 323 975 323 1106 2081
2:00 15 15 14:00 343 311
2:15 7 14 14:15 386 303
2:30 15 18 14:30 326 314
2:45 16 53 13 60 113 14:45 312 1367 341 1269 2636
3:00 22 11 15:00 353 351
3:15 23 13 15:15 321 376
3:30 21 15 15:30 329 364
3:45 34 100 18 57 157 15:45 319 1322 362 1453 2775
4:00 50 21 16:00 277 371
4:15 55 31 16:15 298 395
4:30 75 74 16:30 291 378
4:45 111 291 85 211 502 16:45 321 1187 395 1539 2726
5:00 104 78 17:00 318 420
5:15 130 96 17:15 348 421
5:30 185 114 17:30 308 384
5:45 204 623 127 415 1038 17:45 289 1263 397 1622 2885
6:00 195 121 18:00 296 393
6:15 184 128 18:15 260 356
6:30 231 139 18:30 275 324
6:45 302 912 195 583 1495 18:45 231 1062 285 1358 2420
7:00 313 228 19:00 186 256
7:15 363 324 19:15 165 241
7:30 395 423 19:30 143 224
7:45 408 1479 437 1412 2891 19:45 141 635 179 900 1535
8:00 274 313 20:00 134 165
8:15 276 245 20:15 125 158
8:30 241 213 20:30 114 132
8:45 213 1004 194 965 1969 20:45 124 497 128 583 1080
9:00 202 185 21:00 118 124
9:15 151 174 21:15 107 110
9:30 179 170 21:30 114 116
9:45 152 684 164 693 1377 21:45 96 435 98 448 883
10:00 153 169 22:00 86 94
10:15 193 187 22:15 66 84
10:30 175 168 22:30 71 100
10:45 162 683 167 691 1374 22:45 40 263 78 356 619
11:00 177 189 23:00 45 64
11:15 157 196 23:15 48 49
11:30 171 185 23:30 34 51
11:45 163 668 174 744 1412 23:45 29 156 37 201 357
Total Vol. 6664 6002 12666 9913 11634 21547
NB SB EB WB Combined
16577 17636 34213
Split % 52.6% 47.4% 37.0% 46.0% 54.0% 63.0%
Peak Hour 0:30 0:30 7:00 7:15 7:15 13:45 17:00 16:45
Volume 1479 1497 2937 1378 1622 2915
P.H.F. 0.91 0.86 0.87 0.89 0.96 0.95
Daily Totals
AM PM
[email protected] Tell. 714 253 7888
Wednesday, October 02, 2019
ADT261 WARNER AVE from RAITT ST to BRISTOL ST Prepared by AimTD tel. 714 253 7888 K-1314
Attachment 8
2351
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : BRISTOL STREET Site: SANTA ANA
Segment : SUNFLOWER AVE TO MACARTHUR BL Date: 09/17/19
Client : CITY SANTA ANA
Interval NB SB Combined Day: Tuesday
Begin AM PM AM PM AM PM
12:00 56 191 290 1,165 31 116 300 1,251 87 307 590 2,416 12:15 46 288 27 284 73 572
12:30 51 296 34 324 85 620
12:45 38 291 24 343 62 634
01:00 31 96 290 1,166 24 76 300 1,126 55 172 590 2,292
01:15 26 274 13 260 39 534
01:30 22 302 22 260 44 562
01:45 17 300 17 306 34 606
02:00 31 105 286 1,183 18 67 268 1,003 49 172 554 2,186 02:15 22 293 15 264 37 557
02:30 20 298 14 232 34 530
02:45 32 306 20 239 52 545
03:00 10 43 313 1,196 15 99 268 955 25 142 581 2,151
03:15 14 266 22 230 36 496
03:30 12 300 27 229 39 529
03:45 7 317 35 228 42 545
04:00 18 76 322 1,261 40 333 218 846 58 409 540 2,107
04:15 16 336 75 205 91 541
04:30 20 303 108 227 128 530
04:45 22 300 110 196 132 496
05:00 36 171 338 1,277 96 555 200 872 132 726 538 2,149 05:15 34 323 129 214 163 537
05:30 43 318 162 220 205 538
05:45 58 298 168 238 226 536
06:00 59 313 291 1,193 186 1,017 226 857 245 1,330 517 2,050 06:15 66 322 176 228 242 550
06:30 84 286 311 183 395 469
06:45 104 294 344 220 448 514
07:00 110 549 261 1,019 328 1,535 222 854 438 2,084 483 1,873 07:15 147 234 368 218 515 452
07:30 124 262 413 197 537 459
07:45 168 262 426 217 594 479
08:00 160 629 212 795 424 1,606 204 738 584 2,235 416 1,533 08:15 195 206 371 208 566 414
08:30 161 208 409 180 570 388
08:45 113 169 402 146 515 315
09:00 140 637 180 639 350 1,093 142 500 490 1,730 322 1,139 09:15 155 164 260 126 415 290
09:30 168 139 233 122 401 261
09:45 174 156 250 110 424 266
10:00 179 751 138 491 228 884 112 362 407 1,635 250 853 10:15 169 128 222 82 391 210
10:30 193 106 252 84 445 190
10:45 210 119 182 84 392 203
11:00 240 1,081 93 332 254 1,052 82 231 494 2,133 175 563 11:15 276 104 258 56 534 160
11:30 279 75 270 45 549 120
11:45 286 60 270 48 556 108
Totals 4,642 11,717 8,433 9,595 13,075 21,312
Split% 35.5 55.0 64.5 45.0
Day Totals 16,359 18,028 34,387
Day Splits 47.6 52.4
Peak Hour 11:00 04:45 07:30 12:00 07:45 12:00
Volume 1,081 1,279 1,634 1,251 2,314 2,416
Factor 0.94 0.95 0.96 0.91 0.97 0.95
Data File : D1909011
K-1315
Attachment 8
2352
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : FLOWER STREET Site: SANTA ANA
Segment : SEGERSTROM AVE TO WARNER AVE Date: 09/10/19
Client : CITY SANTA ANA
Interval SB NB Combined Day: Tuesday
Begin AM PM AM PM AM PM
12:00 15 46 70 306 14 59 76 282 29 105 146 588
12:15 10 80 13 65 23 145
12:30 10 78 19 65 29 143
12:45 11 78 13 76 24 154
01:00 3 15 80 295 11 29 96 361 14 44 176 656
01:15 2 60 9 78 11 138
01:30 3 79 6 94 9 173
01:45 7 76 3 93 10 169
02:00 6 23 95 524 3 23 124 627 9 46 219 1,151
02:15 2 99 3 116 5 215
02:30 5 140 8 172 13 312
02:45 10 190 9 215 19 405
03:00 3 34 109 425 8 23 275 935 11 57 384 1,360
03:15 7 113 0 217 7 330
03:30 7 89 6 208 13 297
03:45 17 114 9 235 26 349
04:00 9 118 126 448 5 31 224 1,009 14 149 350 1,457
04:15 10 112 3 290 13 402
04:30 44 105 9 236 53 341
04:45 55 105 14 259 69 364
05:00 30 260 120 506 10 90 320 1,217 40 350 440 1,723
05:15 61 124 20 321 81 445
05:30 89 132 36 288 125 420
05:45 80 130 24 288 104 418
06:00 72 424 106 372 38 185 242 718 110 609 348 1,090
06:15 80 92 29 200 109 292
06:30 122 92 48 156 170 248
06:45 150 82 70 120 220 202
07:00 171 727 92 331 84 538 118 418 255 1,265 210 749
07:15 186 79 127 102 313 181
07:30 194 84 161 106 355 190
07:45 176 76 166 92 342 168
08:00 145 638 80 245 118 308 81 316 263 946 161 561
08:15 160 58 76 92 236 150
08:30 164 61 62 79 226 140
08:45 169 46 52 64 221 110
09:00 115 346 41 146 57 186 47 204 172 532 88 350
09:15 78 38 40 53 118 91
09:30 80 33 48 52 128 85
09:45 73 34 41 52 114 86
10:00 70 245 37 134 55 207 52 174 125 452 89 308
10:15 59 39 58 42 117 81
10:30 56 30 42 42 98 72
10:45 60 28 52 38 112 66
11:00 59 262 11 54 48 253 45 109 107 515 56 163
11:15 62 15 78 28 140 43
11:30 77 15 57 21 134 36
11:45 64 13 70 15 134 28
Totals 3,138 3,786 1,932 6,370 5,070 10,156
Split% 61.9 37.3 38.1 62.7
Day Totals 6,924 8,302 15,226
Day Splits 45.5 54.5
Peak Hour 07:00 02:30 07:15 05:00 07:15 05:00
Volume 727 552 572 1,217 1,273 1,723
Factor 0.94 0.73 0.86 0.95 0.90 0.97
Data File : D1909101
K-1316
Attachment 8
2353
Transportation Studies, Inc.
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Location : EDINGER AVENUE Site: SANTA ANA
Segment : FLOWER ST TO BROADWAY Date: 09/24/19
Client : CITY SANTA ANA
Interval EB WB Combined Day: Tuesday
Begin AM PM AM PM AM PM
12:00 36 91 176 638 50 123 237 1,094 86 214 413 1,732
12:15 23 136 19 323 42 459
12:30 17 148 30 262 47 410
12:45 15 178 24 272 39 450
01:00 13 60 157 642 30 99 280 1,289 43 159 437 1,931
01:15 18 150 25 304 43 454
01:30 11 161 23 339 34 500
01:45 18 174 21 366 39 540
02:00 20 59 176 892 15 74 403 1,786 35 133 579 2,678
02:15 17 210 12 413 29 623
02:30 10 232 20 406 30 638
02:45 12 274 27 564 39 838
03:00 20 113 250 948 10 56 480 2,087 30 169 730 3,035
03:15 23 206 6 496 29 702
03:30 32 226 16 564 48 790
03:45 38 266 24 547 62 813
04:00 48 381 244 905 15 116 556 2,316 63 497 800 3,221
04:15 72 210 14 568 86 778
04:30 124 225 38 574 162 799
04:45 137 226 49 618 186 844
05:00 93 664 242 1,036 40 254 594 2,327 133 918 836 3,363 05:15 128 246 48 627 176 873
05:30 190 280 80 598 270 878
05:45 253 268 86 508 339 776
06:00 211 1,018 225 839 86 482 566 1,836 297 1,500 791 2,675 06:15 247 232 98 434 345 666
06:30 254 194 134 438 388 632
06:45 306 188 164 398 470 586
07:00 272 1,034 173 671 200 819 394 1,472 472 1,853 567 2,143 07:15 276 174 239 418 515 592
07:30 234 164 206 341 440 505
07:45 252 160 174 319 426 479
08:00 230 997 168 606 180 759 302 1,013 410 1,756 470 1,619 08:15 252 164 226 283 478 447
08:30 245 146 209 240 454 386
08:45 270 128 144 188 414 316
09:00 194 703 110 405 148 708 203 758 342 1,411 313 1,163 09:15 178 104 192 202 370 306
09:30 155 100 176 215 331 315
09:45 176 91 192 138 368 229
10:00 144 576 82 257 184 725 163 558 328 1,301 245 815
10:15 123 65 165 160 288 225
10:30 168 55 170 125 338 180
10:45 141 55 206 110 347 165
11:00 144 598 48 156 216 793 105 339 360 1,391 153 495
11:15 140 44 172 92 312 136
11:30 164 40 213 74 377 114
11:45 150 24 192 68 342 92
Totals 6,294 7,995 5,008 16,875 11,302 24,870
Split% 55.7 32.1 44.3 67.9
Day Totals 14,289 21,883 36,172
Day Splits 39.5 60.5
Peak Hour 06:30 05:00 07:00 04:45 06:45 04:45
Volume 1,108 1,036 819 2,437 1,897 3,431
Factor 0.91 0.93 0.86 0.97 0.92 0.98
Data File : D1909052
K-1317
Attachment 8
2354
Location: Santa Ana PROJECT:

Orange City CouncilMarch 10, 2026

Orange City Council
March 10, 2026