BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Park
Phillips
U-TURNS
Park Park Phillips Phillips
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 35
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: X X X 0 X 0 1 2 X X 2 0 0 0 0 0
7:25 AM 0 0 0 1 0 5 7 27 0 0 41 8 89 0 0 0 0 0 7:40 AM 0 0 0 10 0 21 10 64 0 0 76 13 194 0 0 0 0 0 7:55 AM 0 0 0 9 0 12 16 83 0 0 60 9 189 0 0 1 0 1 8:10 AM 0 0 0 4 0 5 0 49 0 0 27 3 88 0 0 0 0 0 VOLUMES 0 0 0 24 0 43 33 223 0 0 204 33 561 0 0 1 0 1 APPROACH % 0% 0% 0% 36% 0% 64% 13% 87% 0% 0% 86% 14%
APP/DEPART 0 / 66 67 / 0 257 / 247 237 / 248 0
BEGIN PEAK HR
VOLUMES 0 0 0 24 0 43 33 223 0 0 204 33 561 APPROACH % 0% 0% 0% 36% 0% 64% 13% 87% 0% 0% 86% 14%
PEAK HR FACTOR 0.000 0.540 0.643 0.666 0.723
APP/DEPART 0 / 66 67 / 0 257 / 247 237 / 248 0 01:10 PM 0 0 0 0 0 10 3 39 0 0 50 7 109 0 1 0 0 1 1:25 PM 0 0 0 18 0 16 13 75 0 0 56 9 187 0 0 0 0 0 1:40 PM 0 0 0 5 0 2 6 44 0 0 52 3 112 0 0 0 0 0 1:55 PM 0 0 0 5 0 1 2 56 0 0 40 1 105 0 0 0 3 3 VOLUMES 0 0 0 28 0 29 24 214 0 0 198 20 517 0 1 0 3 4 APPROACH % 0% 0% 0% 48% 0% 50% 10% 90% 0% 0% 90% 9%
APP/DEPART 0 / 45 58 / 0 238 / 245 221 / 227 0
BEGIN PEAK HR
VOLUMES 0 0 0 28 0 29 24 214 0 0 198 20 517 APPROACH % 0% 0% 0% 48% 0% 50% 10% 90% 0% 0% 90% 9%
PEAK HR FACTOR 0.000 0.426 0.676 0.850 0.691
APP/DEPART 0 / 45 58 / 0 238 / 245 221 / 227 0 Main
NORTH SIDE
Phillips WEST SIDE EAST SIDE Phillips
SOUTH SIDE
Main
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 5 0 0 3 8 0 0 0 1 1 1 0 0 1 2 4 0 0 1 5 7:40 AM 19 0 0 20 39 7 0 0 7 14 0 0 0 0 0 12 0 0 13 25 7:55 AM 23 0 0 36 59 9 0 0 20 29 0 0 0 0 0 14 0 0 16 30 8:10 AM 0 0 1 1 2 0 0 1 0 1 0 0 0 1 1 0 0 0 0 0 TOTAL 47 0 1 60 108 16 0 1 28 45 1 0 0 2 3 30 0 0 30 60 1:10 PM 4 0 0 6 10 4 0 0 6 10 0 0 0 0 0 0 0 0 0 0 1:25 PM 35 0 0 54 89 13 0 0 29 42 0 0 0 0 0 22 0 0 25 47 1:40 PM 1 0 0 3 4 0 0 0 2 2 0 0 0 0 0 1 0 0 1 2 1:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 40 0 0 63 103 17 0 0 37 54 0 0 0 0 0 23 0 0 26 49
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Main
Phillips
U-TURNS
Main Main Phillips Phillips
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 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 0 1 0 0 1 0 0 0 0 0
7:25 AM 4 42 12 5 50 15 5 8 2 7 15 5 170 0 0 0 0 0 7:40 AM 7 100 36 7 94 46 29 18 15 20 40 7 419 0 0 0 0 0 7:55 AM 11 102 33 2 55 24 20 18 7 7 18 11 308 0 0 0 0 0 8:10 AM 2 49 6 2 34 1 5 1 1 2 4 5 112 0 0 0 0 0 VOLUMES 24 293 87 16 233 86 59 45 25 36 77 28 1,009 0 0 0 0 0 APPROACH % 6% 73% 22% 5% 70% 26% 46% 35% 19% 26% 55% 20% APP/DEPART 404 / 380 335 / 294 129 / 148 141 / 187 0
BEGIN PEAK HR
VOLUMES 24 293 87 16 233 86 59 45 25 36 77 28 1,009 APPROACH % 6% 73% 22% 5% 70% 26% 46% 35% 19% 26% 55% 20% PEAK HR FACTOR 0.692 0.570 0.520 0.526 0.602
APP/DEPART 404 / 380 335 / 294 129 / 148 141 / 187 0 01:10 PM 1 50 4 3 32 3 4 8 2 7 7 7 128 0 0 0 0 0 1:25 PM 5 68 8 5 44 5 3 8 3 8 10 3 170 1 0 0 0 1 1:40 PM 3 78 7 2 62 1 3 8 3 8 11 4 190 0 0 0 0 0 1:55 PM 5 57 6 3 46 1 4 6 0 4 9 4 145 0 0 0 0 0 VOLUMES 14 253 25 13 184 10 14 30 8 27 37 18 633 1 0 0 0 1 APPROACH % 5% 87% 9% 6% 89% 5% 27% 58% 15% 33% 45% 22%
APP/DEPART 292 / 285 207 / 220 52 / 68 82 / 60 0
BEGIN PEAK HR
VOLUMES 14 253 25 13 184 10 14 30 8 27 37 18 633 APPROACH % 5% 87% 9% 6% 89% 5% 27% 58% 15% 33% 45% 22%
PEAK HR FACTOR 0.830 0.796 0.929 0.891 0.833
APP/DEPART 292 / 285 207 / 220 52 / 68 82 / 60 0 Park
NORTH SIDE
Franklin WEST SIDE EAST SIDE Franklin
SOUTH SIDE
Park
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 1 2 6 2 11 0 0 0 0 0 1 0 1 1 3 0 2 5 1 8 7:40 AM 14 5 6 2 27 1 0 0 0 1 4 0 2 1 7 9 5 4 1 19 7:55 AM 7 1 2 2 12 2 0 0 1 3 0 0 0 0 0 5 1 2 1 9 8:10 AM 0 0 4 2 6 0 0 4 2 6 0 0 0 0 0 0 0 0 0 0 TOTAL 22 8 18 8 56 3 0 4 3 10 5 0 3 2 10 14 8 11 3 36 1:10 PM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1:25 PM 0 10 1 0 11 0 4 0 0 4 0 0 1 0 1 0 6 0 0 6 1:40 PM 1 1 1 0 3 1 1 1 0 3 0 0 0 0 0 0 0 0 0 0 1:55 PM 1 1 0 1 3 0 0 0 0 0 0 0 0 0 0 1 1 0 1 3 TOTAL 2 13 2 1 18 1 6 1 0 8 0 0 1 0 1 1 7 0 1 9
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Park
Franklin
U-TURNS
Park Park Franklin Franklin
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 37
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: 0 X 0 X X X X 1 0 0 1 X 0 0 0 0
7:25 AM 3 0 1 0 0 0 0 21 6 2 25 0 58 0 0 1 0 1 7:40 AM 9 0 5 0 0 0 0 42 22 5 52 0 135 0 0 0 0 0 7:55 AM 8 0 8 0 0 0 0 26 21 6 49 0 118 0 0 1 0 1 8:10 AM 1 0 0 0 0 0 0 9 2 2 7 0 21 0 0 0 0 0 VOLUMES 21 0 14 0 0 0 0 98 51 15 133 0 334 0 0 2 0 2 APPROACH % 60% 0% 40% 0% 0% 0% 0% 65% 34% 10% 90% 0%
APP/DEPART 35 / 0 0 / 66 151 / 112 148 / 156 0
BEGIN PEAK HR
VOLUMES 21 0 14 0 0 0 0 98 51 15 133 0 334 APPROACH % 60% 0% 40% 0% 0% 0% 0% 65% 34% 10% 90% 0%
PEAK HR FACTOR 0.547 0.000 0.590 0.649 0.619
APP/DEPART 35 / 0 0 / 66 151 / 112 148 / 156 0 01:10 PM 0 0 1 0 0 0 0 11 0 0 11 0 23 0 0 0 0 0 1:25 PM 0 0 1 0 0 0 0 11 0 2 17 0 31 0 0 0 0 0 1:40 PM 0 0 1 0 0 0 0 9 0 2 9 0 21 0 0 1 2 3 1:55 PM 0 0 0 0 0 0 0 13 1 1 12 0 27 0 0 1 3 4 VOLUMES 0 0 3 0 0 0 0 44 1 5 49 0 109 0 0 2 5 7 APPROACH % 0% 0% 100% 0% 0% 0% 0% 94% 2% 8% 83% 0%
APP/DEPART 3 / 0 0 / 6 47 / 52 59 / 51 0
BEGIN PEAK HR
VOLUMES 0 0 3 0 0 0 0 44 1 5 49 0 109 APPROACH % 0% 0% 100% 0% 0% 0% 0% 94% 2% 8% 83% 0%
PEAK HR FACTOR 0.750 0.000 0.783 0.776 0.879
APP/DEPART 3 / 0 0 / 6 47 / 52 59 / 51 0 Bolivar
NORTH SIDE
Franklin WEST SIDE EAST SIDE Franklin
SOUTH SIDE
Bolivar
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 0 2 1 20 23 0 0 0 7 7 0 1 0 0 1 0 1 1 13 15 7:40 AM 0 10 4 55 69 0 3 2 17 22 0 1 0 0 1 0 6 2 38 46 7:55 AM 0 4 10 43 57 0 0 2 6 8 0 1 0 0 1 0 3 8 37 48 8:10 AM 0 2 2 3 7 0 0 1 0 1 0 0 0 0 0 0 2 1 3 6 TOTAL 0 18 17 121 156 0 3 5 30 38 0 3 0 0 3 0 12 12 91 115 1:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:25 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1:40 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1:55 PM 0 2 0 3 5 0 0 0 0 0 0 1 0 0 1 0 1 0 3 4 TOTAL 0 4 0 3 7 0 0 0 0 0 0 1 0 0 1 0 3 0 3 6
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Bolivar
Franklin
U-TURNS
Bolivar Bolivar Franklin Franklin
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 38
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 0 1 1 0 1 1 0 0 1 0 0 0 0 0
7:25 AM 20 24 3 3 34 12 3 19 5 6 21 2 152 0 0 0 0 0 7:40 AM 35 37 5 9 41 26 6 18 11 6 31 7 232 0 0 0 0 0 7:55 AM 32 42 17 2 24 27 11 24 5 2 28 4 218 0 0 0 0 0 8:10 AM 6 18 9 5 18 5 8 31 2 3 9 1 115 0 0 0 0 0 VOLUMES 93 121 34 19 117 70 28 92 23 17 89 14 717 0 0 0 0 0 APPROACH % 38% 49% 14% 9% 57% 34% 20% 64% 16% 14% 74% 12% APP/DEPART 248 / 163 206 / 157 143 / 145 120 / 252 0
BEGIN PEAK HR
VOLUMES 93 121 34 19 117 70 28 92 23 17 89 14 717 APPROACH % 38% 49% 14% 9% 57% 34% 20% 64% 16% 14% 74% 12% PEAK HR FACTOR 0.681 0.678 0.872 0.682 0.773
APP/DEPART 248 / 163 206 / 157 143 / 145 120 / 252 0 01:10 PM 12 22 1 10 24 22 4 16 2 8 30 5 156 0 0 0 0 0 1:25 PM 11 28 5 4 35 25 11 15 14 5 28 2 183 0 0 0 0 0 1:40 PM 4 45 6 10 32 11 15 15 8 1 14 4 165 0 0 0 0 0 1:55 PM 5 34 3 2 36 3 8 24 7 7 17 7 153 0 0 0 0 0 VOLUMES 32 129 15 26 127 61 38 70 31 21 89 18 657 0 0 0 0 0 APPROACH % 18% 73% 9% 12% 59% 29% 27% 50% 22% 16% 70% 14% APP/DEPART 176 / 185 214 / 179 139 / 111 128 / 182 0
BEGIN PEAK HR
VOLUMES 32 129 15 26 127 61 38 70 31 21 89 18 657 APPROACH % 18% 73% 9% 12% 59% 29% 27% 50% 22% 16% 70% 14% PEAK HR FACTOR 0.800 0.836 0.869 0.744 0.898
APP/DEPART 176 / 185 214 / 179 139 / 111 128 / 182 0 San Antonio
NORTH SIDE
9th WEST SIDE EAST SIDE 9th
SOUTH SIDE
San Antonio
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 4 0 1 8 13 3 0 0 2 5 0 0 1 1 2 1 0 0 5 6 7:40 AM 16 0 0 14 30 10 0 0 6 16 0 0 0 0 0 6 0 0 8 14 7:55 AM 28 1 3 11 43 17 1 3 5 26 0 0 0 0 0 11 0 0 6 17 8:10 AM 4 1 3 3 11 3 1 2 2 8 0 0 0 0 0 1 0 1 1 3 TOTAL 52 2 7 36 97 33 2 5 15 55 0 0 1 1 2 19 0 1 20 40 1:10 PM 12 0 0 5 17 5 0 0 4 9 1 0 0 0 1 6 0 0 1 7 1:25 PM 68 5 11 43 127 26 2 6 21 55 1 0 0 0 1 41 3 5 22 71 1:40 PM 4 1 3 3 11 1 1 0 2 4 1 0 0 1 2 2 0 3 0 5 1:55 PM 0 0 0 2 2 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 TOTAL 84 6 14 53 157 32 3 6 29 70 3 0 0 1 4 49 3 8 23 83
U-TURNS
San Antonio San Antonio 9th 9th
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
San Antonio
9th
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 39
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 0 1 0 1 1 0 0 0 0 0
7:25 AM 7 181 6 7 125 1 8 15 3 11 15 10 389 0 0 0 0 0 7:40 AM 5 198 14 7 152 5 2 27 6 25 33 22 496 0 0 0 0 0 7:55 AM 8 176 17 9 116 8 12 24 6 27 35 19 457 0 0 0 0 0 8:10 AM 4 126 4 14 103 5 1 15 4 7 12 9 304 0 0 0 0 0 VOLUMES 24 681 41 37 496 19 23 81 19 70 95 60 1,646 0 0 0 0 0 APPROACH % 3% 91% 5% 7% 90% 3% 19% 66% 15% 31% 42% 27%
APP/DEPART 746 / 764 552 / 585 123 / 159 225 / 138 0
BEGIN PEAK HR
VOLUMES 24 681 41 37 496 19 23 81 19 70 95 60 1,646 APPROACH % 3% 91% 5% 7% 90% 3% 19% 66% 15% 31% 42% 27%
PEAK HR FACTOR 0.859 0.841 0.732 0.694 0.830
APP/DEPART 746 / 764 552 / 585 123 / 159 225 / 138 0 01:10 PM 6 120 8 6 159 5 10 28 7 3 20 5 377 0 0 0 0 0 1:25 PM 6 168 14 3 129 11 4 17 3 33 57 15 460 0 0 0 0 0 1:40 PM 4 166 3 6 124 6 4 18 4 10 19 9 373 0 0 0 0 0 1:55 PM 5 130 7 7 136 2 3 19 5 7 19 10 350 0 0 0 0 0 VOLUMES 21 584 32 22 548 24 21 82 19 53 115 39 1,560 0 0 0 0 0 APPROACH % 3% 92% 5% 4% 92% 4% 17% 67% 16% 26% 56% 19%
APP/DEPART 637 / 644 594 / 620 122 / 136 207 / 160 0
BEGIN PEAK HR
VOLUMES 21 584 32 22 548 24 21 82 19 53 115 39 1,560 APPROACH % 3% 92% 5% 4% 92% 4% 17% 67% 16% 26% 56% 19%
PEAK HR FACTOR 0.847 0.874 0.678 0.493 0.848
APP/DEPART 637 / 644 594 / 620 122 / 136 207 / 160 0 Towne
NORTH SIDE
9th WEST SIDE EAST SIDE 9th
SOUTH SIDE
Towne
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 0 1 0 2 3 0 0 0 0 0 0 1 0 2 3 0 0 0 0 0 7:40 AM 4 6 0 1 11 1 2 0 0 3 1 1 0 1 3 2 3 0 0 5 7:55 AM 11 1 5 1 18 5 1 2 1 9 1 0 0 0 1 5 0 3 0 8 8:10 AM 5 0 0 2 7 2 0 0 0 2 0 0 0 0 0 3 0 0 2 5 TOTAL 20 8 5 6 39 8 3 2 1 14 2 2 0 3 7 10 3 3 2 18 1:10 PM 3 1 0 1 5 3 1 0 1 5 0 0 0 0 0 0 0 0 0 0 1:25 PM 19 6 2 3 30 10 1 2 2 15 3 1 0 0 4 6 4 0 1 11 1:40 PM 0 4 0 1 5 0 1 0 1 2 0 1 0 0 1 0 2 0 0 2 1:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 22 11 2 5 40 13 3 2 4 22 3 2 0 0 5 6 6 0 1 13
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Towne
9th
U-TURNS
Towne Towne 9th 9th
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 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: 0 2 0 0 2 0 0 1 0 X X X 0 0 0 0
7:25 AM 2 176 11 11 142 2 2 0 1 0 0 0 347 0 0 0 0 0 7:40 AM 1 203 18 31 193 4 1 0 7 0 0 0 458 0 0 0 0 0 7:55 AM 0 179 17 20 146 5 2 0 2 0 0 0 371 0 0 0 0 0 8:10 AM 2 113 3 3 100 1 4 0 5 0 0 0 231 0 0 0 0 0 VOLUMES 5 671 49 65 581 12 9 0 15 0 0 0 1,407 0 0 0 0 0 APPROACH % 1% 93% 7% 10% 88% 2% 38% 0% 63% 0% 0% 0%
APP/DEPART 725 / 680 658 / 596 24 / 114 0 / 17 0
BEGIN PEAK HR
VOLUMES 5 671 49 65 581 12 9 0 15 0 0 0 1,407 APPROACH % 1% 93% 7% 10% 88% 2% 38% 0% 63% 0% 0% 0%
PEAK HR FACTOR 0.816 0.721 0.667 0.000 0.768
APP/DEPART 725 / 680 658 / 596 24 / 114 0 / 17 0 01:10 PM 3 127 0 0 158 5 1 0 1 0 0 0 295 0 0 0 0 0 1:25 PM 1 196 8 16 166 10 1 0 6 0 0 0 404 0 0 0 0 0 1:40 PM 4 158 6 5 149 2 0 0 4 0 0 0 328 0 0 0 0 0 1:55 PM 2 126 4 4 120 0 2 0 0 0 0 0 258 0 0 0 0 0 VOLUMES 10 607 18 25 593 17 4 0 11 0 0 0 1,285 0 0 0 0 0 APPROACH % 2% 96% 3% 4% 93% 3% 27% 0% 73% 0% 0% 0%
APP/DEPART 635 / 611 635 / 604 15 / 43 0 / 27 0
BEGIN PEAK HR
VOLUMES 10 607 18 25 593 17 4 0 11 0 0 0 1,285 APPROACH % 2% 96% 3% 4% 93% 3% 27% 0% 73% 0% 0% 0%
PEAK HR FACTOR 0.774 0.827 0.536 0.000 0.795
APP/DEPART 635 / 611 635 / 604 15 / 43 0 / 27 0 Towne
NORTH SIDE
Alcott WEST SIDE EAST SIDE Alcott
SOUTH SIDE
Towne
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 0 17 17 7 41 0 6 5 1 12 0 0 0 1 1 0 11 12 5 28 7:40 AM 0 41 7 10 58 0 20 0 4 24 0 0 0 1 1 0 21 7 5 33 7:55 AM 0 51 9 24 84 0 29 1 13 43 0 0 0 0 0 0 22 8 11 41 8:10 AM 0 7 0 2 9 0 5 0 2 7 0 0 0 0 0 0 2 0 0 2 TOTAL 0 116 33 43 192 0 60 6 20 86 0 0 0 2 2 0 56 27 21 104 1:10 PM 1 22 0 7 30 1 22 0 7 30 0 0 0 0 0 0 0 0 0 0 1:25 PM 0 139 34 42 215 0 65 15 22 102 0 0 0 0 0 0 74 19 20 113 1:40 PM 0 7 12 3 22 0 3 5 1 9 0 0 0 0 0 0 4 7 2 13 1:55 PM 0 7 0 5 12 0 6 0 5 11 0 0 0 0 0 0 1 0 0 1 TOTAL 1 175 46 57 279 1 96 20 35 152 0 0 0 0 0 0 79 26 22 127
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Towne
Alcott
U-TURNS
Towne Towne Alcott Alcott
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 41
EAST & WEST: CONTROL: STOP S
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 0 X 0 0 1 X X 1 0 0 0 0 0
7:25 AM 0 0 0 2 0 8 2 48 0 0 52 5 117 0 0 0 1 1 7:40 AM 0 0 0 3 0 20 7 83 0 0 73 7 193 0 0 1 1 2 7:55 AM 0 0 0 0 0 5 8 42 0 0 36 2 93 0 0 0 0 0 8:10 AM 0 0 0 3 0 0 3 11 0 0 11 1 29 0 0 0 0 0 VOLUMES 0 0 0 8 0 33 20 184 0 0 172 15 435 0 0 1 2 3 APPROACH % 0% 0% 0% 20% 0% 80% 10% 90% 0% 0% 91% 8%
APP/DEPART 0 / 35 41 / 0 205 / 194 189 / 206 0
BEGIN PEAK HR
VOLUMES 0 0 0 8 0 33 20 184 0 0 172 15 435 APPROACH % 0% 0% 0% 20% 0% 80% 10% 90% 0% 0% 91% 8%
PEAK HR FACTOR 0.000 0.446 0.563 0.583 0.558
APP/DEPART 0 / 35 41 / 0 205 / 194 189 / 206 0 01:10 PM 0 0 0 0 0 6 1 18 0 0 15 2 42 0 0 1 0 1 1:25 PM 0 0 0 3 0 4 8 32 0 0 40 3 90 0 0 0 1 1 1:40 PM 0 0 0 2 0 3 5 15 0 0 26 1 52 0 0 0 0 0 1:55 PM 0 0 0 0 0 5 8 22 0 0 14 9 58 0 0 1 0 1 VOLUMES 0 0 0 5 0 18 22 87 0 0 95 15 245 0 0 2 1 3 APPROACH % 0% 0% 0% 22% 0% 78% 20% 78% 0% 0% 86% 14%
APP/DEPART 0 / 37 23 / 0 111 / 93 111 / 115 0
BEGIN PEAK HR
VOLUMES 0 0 0 5 0 18 22 87 0 0 95 15 245 APPROACH % 0% 0% 0% 22% 0% 78% 20% 78% 0% 0% 86% 14%
PEAK HR FACTOR 0.000 0.821 0.694 0.631 0.673
APP/DEPART 0 / 37 23 / 0 111 / 93 111 / 115 0 Mango
NORTH SIDE
Franklin WEST SIDE EAST SIDE Franklin
SOUTH SIDE
Mango
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 7 0 43 0 50 2 0 5 0 7 0 0 0 0 0 5 0 38 0 43 7:40 AM 3 0 67 0 70 2 0 9 0 11 1 0 0 0 1 0 0 58 0 58 7:55 AM 5 0 2 0 7 5 0 0 0 5 0 0 0 0 0 0 0 2 0 2 8:10 AM 1 0 1 0 2 0 0 0 0 0 1 0 1 0 2 0 0 0 0 0 TOTAL 16 0 113 0 129 9 0 14 0 23 2 0 1 0 3 5 0 98 0 103 1:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:40 PM 7 0 0 0 7 4 0 0 0 4 0 0 0 0 0 3 0 0 0 3 1:55 PM 3 0 0 0 3 3 0 0 0 3 0 0 0 0 0 0 0 0 0 0 TOTAL 10 0 0 0 10 7 0 0 0 7 0 0 0 0 0 3 0 0 0 3
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Mango
Franklin
U-TURNS
Mango Mango Franklin Franklin
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 42
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: 0 1 0 1 1 0 0 1 0 0 1 0 0 0 0 0
7:25 AM 14 39 6 6 35 22 25 11 15 7 21 3 204 0 0 0 0 0 7:40 AM 21 48 5 7 53 32 41 25 33 8 33 4 310 0 0 0 0 0 7:55 AM 5 33 10 11 33 18 19 16 6 5 18 7 181 0 0 0 0 0 8:10 AM 3 20 8 4 13 1 3 7 4 1 8 3 75 0 0 0 0 0 VOLUMES 43 140 29 28 134 73 88 59 58 21 80 17 770 0 0 0 0 0 APPROACH % 20% 66% 14% 12% 57% 31% 43% 29% 28% 18% 68% 14% APP/DEPART 212 / 245 235 / 213 205 / 116 118 / 196 0
BEGIN PEAK HR
VOLUMES 43 140 29 28 134 73 88 59 58 21 80 17 770 APPROACH % 20% 66% 14% 12% 57% 31% 43% 29% 28% 18% 68% 14% PEAK HR FACTOR 0.716 0.639 0.518 0.656 0.621
APP/DEPART 212 / 245 235 / 213 205 / 116 118 / 196 0 01:10 PM 5 25 4 4 20 3 1 16 4 4 9 2 97 0 0 0 0 0 1:25 PM 7 28 3 12 39 17 5 20 2 5 19 5 162 0 0 0 0 0 1:40 PM 9 33 14 8 17 7 9 6 3 1 12 5 124 0 0 0 0 0 1:55 PM 10 28 2 5 33 7 2 13 2 0 9 5 116 0 0 0 0 0 VOLUMES 31 114 23 29 109 34 17 55 11 10 49 17 499 0 0 0 0 0 APPROACH % 18% 68% 14% 17% 63% 20% 20% 66% 13% 13% 64% 22% APP/DEPART 168 / 148 172 / 130 83 / 107 76 / 114 0
BEGIN PEAK HR
VOLUMES 31 114 23 29 109 34 17 55 11 10 49 17 499 APPROACH % 18% 68% 14% 17% 63% 20% 20% 66% 13% 13% 64% 22% PEAK HR FACTOR 0.750 0.632 0.769 0.655 0.770
APP/DEPART 168 / 148 172 / 130 83 / 107 76 / 114 0 San Antonio
NORTH SIDE
Franklin WEST SIDE EAST SIDE Franklin
SOUTH SIDE
San Antonio
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 0 2 0 1 3 0 1 0 1 2 0 0 0 0 0 0 1 0 0 1 7:40 AM 6 3 1 2 12 4 0 0 0 4 0 0 1 2 3 2 3 0 0 5 7:55 AM 2 0 0 0 2 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 8:10 AM 0 0 1 1 2 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 TOTAL 8 5 2 4 19 6 1 1 2 10 0 0 1 2 3 2 4 0 0 6 1:10 PM 0 2 0 1 3 0 2 0 1 3 0 0 0 0 0 0 0 0 0 0 1:25 PM 1 0 0 4 5 1 0 0 3 4 0 0 0 1 1 0 0 0 0 0 1:40 PM 0 0 0 7 7 0 0 0 0 0 0 0 0 0 0 0 0 0 7 7 1:55 PM 1 0 2 4 7 0 0 2 1 3 0 0 0 0 0 1 0 0 3 4 TOTAL 2 2 2 16 22 1 2 2 5 10 0 0 0 1 1 1 0 0 10 11
U-TURNS
San Antonio San Antonio Franklin Franklin
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
San Antonio
Franklin
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 12, 22 NORTH & SOUTH: LOCATION #: 43
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 X X X X 1 X X 1 X 0 0 0 0
7:25 AM 0 0 0 0 0 0 0 47 0 0 136 0 183 0 0 0 0 0 7:40 AM 0 0 0 0 0 0 0 67 0 0 173 0 240 0 0 0 0 0 7:55 AM 0 0 0 0 0 0 0 80 0 0 132 0 212 0 0 0 0 0 8:10 AM 0 0 0 0 0 0 0 55 0 0 80 0 135 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 249 0 0 521 0 770 0 0 0 0 0 APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
APP/DEPART 0 / 0 0 / 0 249 / 249 521 / 521 0
BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 249 0 0 521 0 770 APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.000 0.778 0.753 0.802
APP/DEPART 0 / 0 0 / 0 249 / 249 521 / 521 0 01:10 PM 0 0 0 0 0 0 0 88 0 0 99 0 187 0 0 0 0 0 1:25 PM 0 0 0 0 0 0 0 109 0 0 157 0 266 0 0 0 0 0 1:40 PM 0 0 0 0 0 0 0 102 0 0 100 0 202 0 0 1 0 1 1:55 PM 0 0 0 0 0 0 0 77 0 0 98 0 175 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 376 0 0 454 0 831 0 0 1 0 1 APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
APP/DEPART 0 / 0 0 / 0 377 / 376 454 / 455 0
BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 376 0 0 454 0 831 APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.000 0.865 0.723 0.781
APP/DEPART 0 / 0 0 / 0 377 / 376 454 / 455 0 Philadelphia ES
NORTH SIDE
Philadelphia WEST SIDE EAST SIDE Philadelphia
SOUTH SIDE
Philadelphia ES
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 0 0 0 17 17 0 0 0 8 8 0 0 0 0 0 0 0 0 9 9 7:40 AM 0 0 0 20 20 0 0 0 9 9 0 0 0 0 0 0 0 0 11 11 7:55 AM 1 0 0 55 56 0 0 0 31 31 1 0 0 0 1 0 0 0 24 24 8:10 AM 0 0 0 2 2 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 TOTAL 1 0 0 94 95 0 0 0 49 49 1 0 0 0 1 0 0 0 45 45 1:10 PM 0 1 0 7 8 0 0 0 7 7 0 1 0 0 1 0 0 0 0 0 1:25 PM 0 0 0 74 74 0 0 0 37 37 0 0 0 0 0 0 0 0 37 37 1:40 PM 0 0 0 3 3 0 0 0 2 2 0 0 0 0 0 0 0 0 1 1 1:55 PM 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 TOTAL 1 1 0 84 86 0 0 0 46 46 1 1 0 0 2 0 0 0 38 38
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Philadelphia ES
Philadelphia
U-TURNS
Philadelphia ES Philadelphia ES Philadelphia Philadelphia Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 44
EAST & WEST: CONTROL: STOP E
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 1 X X 1 0 0 X 0 X X X 0 0 0 0
7:25 AM 0 26 0 0 15 2 2 0 0 0 0 0 45 0 0 0 0 0 7:40 AM 0 47 0 0 17 4 2 0 0 0 0 0 70 1 0 0 0 1 7:55 AM 1 39 0 0 14 4 3 0 0 0 0 0 61 0 0 0 0 0 8:10 AM 0 10 0 0 14 0 0 0 0 0 0 0 24 0 0 0 0 0 VOLUMES 1 122 0 0 60 10 7 0 0 0 0 0 201 1 0 0 0 1 APPROACH % 1% 98% 0% 0% 86% 14% 100% 0% 0% 0% 0% 0%
APP/DEPART 124 / 129 70 / 61 7 / 0 0 / 11 0
BEGIN PEAK HR
VOLUMES 1 122 0 0 60 10 7 0 0 0 0 0 201 APPROACH % 1% 98% 0% 0% 86% 14% 100% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.646 0.833 0.583 0.000 0.708
APP/DEPART 124 / 129 70 / 61 7 / 0 0 / 11 0 01:10 PM 6 18 0 0 11 4 2 0 0 0 0 0 41 0 1 0 0 1 1:25 PM 7 26 0 0 37 5 7 0 4 0 0 0 86 0 0 0 0 0 1:40 PM 0 16 0 0 17 1 4 0 0 0 0 0 38 0 0 0 0 0 1:55 PM 0 8 0 0 13 1 1 0 1 0 0 0 24 0 0 0 0 0 VOLUMES 13 68 0 0 78 11 14 0 5 0 0 0 190 0 1 0 0 1 APPROACH % 16% 84% 0% 0% 87% 12% 74% 0% 26% 0% 0% 0%
APP/DEPART 81 / 83 90 / 83 19 / 0 0 / 24 0
BEGIN PEAK HR
VOLUMES 13 68 0 0 78 11 14 0 5 0 0 0 190 APPROACH % 16% 84% 0% 0% 87% 12% 74% 0% 26% 0% 0% 0%
PEAK HR FACTOR 0.614 0.536 0.432 0.000 0.552
APP/DEPART 81 / 83 90 / 83 19 / 0 0 / 24 0 Palomares
NORTH SIDE
Cynthia WEST SIDE EAST SIDE Cynthia
SOUTH SIDE
Palomares
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 7:40 AM 10 0 0 2 12 3 0 0 1 4 0 0 0 0 0 7 0 0 1 8 7:55 AM 5 0 0 0 5 4 0 0 0 4 0 0 0 0 0 1 0 0 0 1 8:10 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 TOTAL 18 0 0 2 20 8 0 0 1 9 0 0 0 0 0 10 0 0 1 11 1:10 PM 7 0 3 1 11 7 0 2 0 9 0 0 1 1 2 0 0 0 0 0 1:25 PM 79 0 0 11 90 38 0 0 3 41 0 0 0 1 1 41 0 0 7 48 1:40 PM 7 0 0 1 8 3 0 0 0 3 1 0 0 0 1 3 0 0 1 4 1:55 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 TOTAL 94 0 3 13 110 49 0 2 3 54 1 0 1 2 4 44 0 0 8 52
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Palomares
Cynthia
U-TURNS
Palomares Palomares Cynthia Cynthia
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 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: 1 2 1 1 2 1 1 1 1 1 1 1 0 0 0 0
7:25 AM 37 159 20 11 186 30 9 20 26 31 32 22 583 0 0 0 0 0 7:40 AM 37 235 15 16 249 40 15 33 44 22 33 29 768 0 1 0 0 1 7:55 AM 41 156 14 17 229 54 17 28 35 20 45 27 683 0 0 0 0 0 8:10 AM 39 151 15 19 166 37 15 20 45 20 24 10 561 0 0 0 0 0 VOLUMES 154 701 64 63 830 161 56 101 150 93 134 88 2,595 0 1 0 0 1 APPROACH % 17% 76% 7% 6% 79% 15% 18% 33% 49% 30% 43% 28% APP/DEPART 919 / 846 1,054 / 1,073 307 / 227 315 / 449 0
BEGIN PEAK HR
VOLUMES 154 701 64 63 830 161 56 101 150 93 134 88 2,595 APPROACH % 17% 76% 7% 6% 79% 15% 18% 33% 49% 30% 43% 28% PEAK HR FACTOR 0.801 0.864 0.834 0.856 0.845
APP/DEPART 919 / 846 1,054 / 1,073 307 / 227 315 / 449 0 01:10 PM 44 152 22 17 219 27 24 38 44 28 39 25 679 1 0 0 0 1 1:25 PM 41 160 17 26 174 30 23 37 32 28 35 29 632 0 0 0 0 0 1:40 PM 44 180 17 24 179 30 19 40 35 26 35 11 640 0 3 0 0 3 1:55 PM 25 160 15 25 159 21 16 32 37 24 33 22 569 0 4 0 0 4 VOLUMES 154 652 71 92 731 108 82 147 148 106 142 87 2,520 1 7 0 0 8 APPROACH % 18% 74% 8% 10% 79% 12% 22% 39% 39% 32% 42% 26% APP/DEPART 877 / 828 931 / 986 377 / 303 335 / 403 0
BEGIN PEAK HR
VOLUMES 154 652 71 92 731 108 82 147 148 106 142 87 2,520 APPROACH % 18% 74% 8% 10% 79% 12% 22% 39% 39% 32% 42% 26% PEAK HR FACTOR 0.910 0.885 0.889 0.910 0.928
APP/DEPART 877 / 828 931 / 986 377 / 303 335 / 403 0 Towne
NORTH SIDE
Bonita WEST SIDE EAST SIDE Bonita
SOUTH SIDE
Towne
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 1 1 0 4 6 0 1 0 0 1 1 0 0 0 1 0 0 0 4 4 7:40 AM 2 1 1 1 5 0 0 1 0 1 2 1 0 1 4 0 0 0 0 0 7:55 AM 15 3 3 0 21 1 0 3 0 4 14 3 0 0 17 0 0 0 0 0 8:10 AM 5 0 1 0 6 1 0 1 0 2 4 0 0 0 4 0 0 0 0 0 TOTAL 23 5 5 5 38 2 1 5 0 8 21 4 0 1 26 0 0 0 4 4 1:10 PM 1 0 1 0 2 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0 1:25 PM 4 1 0 0 5 0 1 0 0 1 4 0 0 0 4 0 0 0 0 0 1:40 PM 0 5 0 0 5 0 2 0 0 2 0 3 0 0 3 0 0 0 0 0 1:55 PM 5 3 0 3 11 0 1 0 1 2 5 2 0 0 7 0 0 0 2 2 TOTAL 10 9 1 3 23 1 4 0 1 6 9 5 1 0 15 0 0 0 2 2
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Towne
Bonita
U-TURNS
Towne Towne Bonita Bonita
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 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 2 0 1 2 0 1 1 0 1 1 0 0 0 0 0
7:25 AM 16 153 22 28 186 7 16 7 26 22 2 26 511 2 11 0 0 13 7:40 AM 26 196 40 30 210 13 35 16 37 52 10 91 756 2 13 0 0 15 7:55 AM 26 168 22 14 226 7 9 12 17 61 11 72 645 2 3 0 0 5 8:10 AM 13 144 11 10 186 10 14 1 13 19 4 21 446 0 0 0 0 0 VOLUMES 81 661 95 82 808 37 74 36 93 154 27 210 2,358 6 27 0 0 33 APPROACH % 10% 79% 11% 9% 87% 4% 36% 18% 46% 39% 7% 54% APP/DEPART 837 / 972 927 / 1,061 203 / 186 391 / 139 0
BEGIN PEAK HR
VOLUMES 81 661 95 82 808 37 74 36 93 154 27 210 2,358 APPROACH % 10% 79% 11% 9% 87% 4% 36% 18% 46% 39% 7% 54% PEAK HR FACTOR 0.799 0.916 0.577 0.639 0.780
APP/DEPART 837 / 972 927 / 1,061 203 / 186 391 / 139 0 01:10 PM 22 153 8 15 214 13 12 8 14 40 17 35 551 2 0 0 0 2 1:25 PM 23 193 15 12 188 11 7 10 18 23 10 43 553 2 0 0 0 2 1:40 PM 31 172 5 7 205 3 6 5 18 7 5 6 470 0 2 0 0 2 1:55 PM 19 181 5 7 178 10 7 5 12 11 1 10 446 2 0 0 0 2 VOLUMES 95 699 33 41 785 37 32 28 62 81 33 94 2,020 6 2 0 0 8 APPROACH % 11% 85% 4% 5% 91% 4% 26% 23% 51% 39% 16% 45% APP/DEPART 827 / 827 863 / 934 122 / 100 208 / 159 0
BEGIN PEAK HR
VOLUMES 95 699 33 41 785 37 32 28 62 81 33 94 2,020 APPROACH % 11% 85% 4% 5% 91% 4% 26% 23% 51% 39% 16% 45% PEAK HR FACTOR 0.895 0.892 0.871 0.565 0.913
APP/DEPART 827 / 827 863 / 934 122 / 100 208 / 159 0 Towne
NORTH SIDE
Harrison WEST SIDE EAST SIDE Harrison
SOUTH SIDE
Towne
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 0 2 0 4 6 0 2 0 0 2 0 0 0 0 0 0 0 0 4 4 7:40 AM 1 2 1 1 5 0 0 0 0 0 0 2 0 1 3 1 0 1 0 2 7:55 AM 1 1 0 0 2 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 8:10 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 TOTAL 2 6 1 5 14 1 4 0 0 5 0 2 0 1 3 1 0 1 4 6 1:10 PM 2 0 3 0 5 1 0 1 0 2 0 0 1 0 1 1 0 1 0 2 1:25 PM 3 1 1 0 5 1 0 1 0 2 0 1 0 0 1 2 0 0 0 2 1:40 PM 1 0 1 0 2 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 1:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 6 1 5 0 12 2 0 3 0 5 1 1 1 0 3 3 0 1 0 4
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Towne
Harrison
U-TURNS
Towne Towne Harrison Harrison
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 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 1 0 1 1 0 0 0 0 0
7:25 AM 9 151 4 4 131 3 5 5 10 10 9 11 352 0 0 0 0 0 7:40 AM 8 206 5 3 137 3 8 16 17 7 13 14 437 0 0 0 0 0 7:55 AM 10 207 6 5 131 6 9 21 13 13 15 12 448 0 0 0 0 0 8:10 AM 10 118 4 2 95 5 6 4 7 4 9 9 273 0 0 0 0 0 VOLUMES 37 682 19 14 494 17 28 46 47 34 46 46 1,510 0 0 0 0 0 APPROACH % 5% 92% 3% 3% 94% 3% 23% 38% 39% 27% 37% 37%
APP/DEPART 738 / 756 525 / 575 121 / 79 126 / 100 0
BEGIN PEAK HR
VOLUMES 37 682 19 14 494 17 28 46 47 34 46 46 1,510 APPROACH % 5% 92% 3% 3% 94% 3% 23% 38% 39% 27% 37% 37%
PEAK HR FACTOR 0.827 0.918 0.703 0.788 0.843
APP/DEPART 738 / 756 525 / 575 121 / 79 126 / 100 0 01:10 PM 10 90 7 4 79 5 12 10 8 13 14 13 265 0 0 0 0 0 1:25 PM 15 147 7 11 111 13 15 13 8 4 10 11 365 0 0 0 0 0 1:40 PM 8 118 3 3 102 10 8 20 9 7 18 7 313 0 0 0 0 0 1:55 PM 5 108 3 6 99 13 7 23 7 3 18 3 295 0 0 0 0 0 VOLUMES 38 463 20 24 391 41 42 66 32 27 60 34 1,238 0 0 0 0 0 APPROACH % 7% 89% 4% 5% 86% 9% 30% 47% 23% 22% 50% 28%
APP/DEPART 521 / 539 456 / 450 140 / 110 121 / 139 0
BEGIN PEAK HR
VOLUMES 38 463 20 24 391 41 42 66 32 27 60 34 1,238 APPROACH % 7% 89% 4% 5% 86% 9% 30% 47% 23% 22% 50% 28%
PEAK HR FACTOR 0.771 0.844 0.946 0.756 0.848
APP/DEPART 521 / 539 456 / 450 140 / 110 121 / 139 0 White
NORTH SIDE
9th WEST SIDE EAST SIDE 9th
SOUTH SIDE
White
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 0 0 0 3 3 0 0 0 1 1 0 0 0 0 0 0 0 0 2 2 7:40 AM 5 1 3 3 12 2 0 1 1 4 0 0 0 0 0 3 1 2 2 8 7:55 AM 0 0 0 3 3 0 0 0 2 2 0 0 0 0 0 0 0 0 1 1 8:10 AM 0 0 2 0 2 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 TOTAL 5 1 5 9 20 2 0 3 4 9 0 0 0 0 0 3 1 2 5 11 1:10 PM 2 3 1 3 9 0 3 1 1 5 0 0 0 1 1 2 0 0 1 3 1:25 PM 4 1 1 3 9 3 1 1 2 7 0 0 0 0 0 1 0 0 1 2 1:40 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 6 4 2 7 19 3 4 2 3 12 0 0 0 1 1 3 0 0 3 6
U-TURNS
White White 9th 9th
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
White
9th
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 48
EAST & WEST: CONTROL: STOP S
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 0 X 0 1 1 X X 1 0 0 0 0 0
7:25 AM 0 0 0 4 0 0 0 73 0 0 59 4 140 0 0 0 0 0 7:40 AM 0 0 0 3 0 1 1 114 0 0 69 7 195 0 0 0 2 2 7:55 AM 0 0 0 8 0 1 0 109 0 0 70 4 192 0 0 0 3 3 8:10 AM 0 0 0 0 0 0 1 61 0 0 44 2 108 0 0 0 0 0 VOLUMES 0 0 0 15 0 2 2 357 0 0 242 17 640 0 0 0 5 5 APPROACH % 0% 0% 0% 88% 0% 12% 1% 99% 0% 0% 92% 6%
APP/DEPART 0 / 19 17 / 0 359 / 377 264 / 244 0
BEGIN PEAK HR
VOLUMES 0 0 0 15 0 2 2 357 0 0 242 17 640 APPROACH % 0% 0% 0% 88% 0% 12% 1% 99% 0% 0% 92% 6%
PEAK HR FACTOR 0.000 0.472 0.780 0.846 0.812
APP/DEPART 0 / 19 17 / 0 359 / 377 264 / 244 0 01:10 PM 0 0 0 0 0 2 4 60 0 0 54 7 127 0 0 1 0 1 1:25 PM 0 0 0 9 0 9 1 111 0 0 68 8 206 0 0 0 1 1 1:40 PM 0 0 0 1 0 0 0 77 0 0 46 3 127 0 0 0 0 0 1:55 PM 0 0 0 1 0 0 1 59 0 0 34 2 97 0 0 0 0 0 VOLUMES 0 0 0 11 0 11 6 307 0 0 202 20 559 0 0 1 1 2 APPROACH % 0% 0% 0% 50% 0% 50% 2% 98% 0% 0% 91% 9%
APP/DEPART 0 / 26 22 / 0 314 / 319 223 / 214 0
BEGIN PEAK HR
VOLUMES 0 0 0 11 0 11 6 307 0 0 202 20 559 APPROACH % 0% 0% 0% 50% 0% 50% 2% 98% 0% 0% 91% 9%
PEAK HR FACTOR 0.000 0.306 0.701 0.724 0.675
APP/DEPART 0 / 26 22 / 0 314 / 319 223 / 214 0 Sharon
NORTH SIDE
La Verne WEST SIDE EAST SIDE La Verne
SOUTH SIDE
Sharon
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 1 0 8 0 9 1 0 3 0 4 0 0 0 0 0 0 0 5 0 5 7:40 AM 0 0 4 0 4 0 0 3 0 3 0 0 0 0 0 0 0 1 0 1 7:55 AM 1 0 24 0 25 0 0 9 0 9 0 0 0 0 0 1 0 15 0 16 8:10 AM 2 0 0 0 2 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 TOTAL 4 0 36 0 40 2 0 15 0 17 0 0 0 0 0 2 0 21 0 23 1:10 PM 3 0 17 0 20 3 0 14 0 17 0 0 0 0 0 0 0 3 0 3 1:25 PM 17 0 82 0 99 9 0 41 0 50 0 0 0 0 0 8 0 41 0 49 1:40 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1:55 PM 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 TOTAL 21 0 100 0 121 12 0 56 0 68 1 0 0 0 1 8 0 44 0 52
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Sharon
La Verne
U-TURNS
Sharon Sharon La Verne La Verne
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 49
EAST & WEST: CONTROL: STOP N
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 X 0 X X X X 1 0 0 1 X 0 0 0 0
7:25 AM 3 0 1 0 0 0 0 57 8 2 69 0 140 1 0 0 0 1 7:40 AM 6 0 4 0 0 0 0 92 17 4 96 0 219 0 0 0 0 0 7:55 AM 9 0 2 0 0 0 0 75 14 6 90 0 196 0 0 0 0 0 8:10 AM 4 0 0 0 0 0 0 52 2 1 59 0 118 0 0 0 0 0 VOLUMES 22 0 7 0 0 0 0 276 41 13 314 0 673 1 0 0 0 1 APPROACH % 76% 0% 24% 0% 0% 0% 0% 87% 13% 4% 96% 0%
APP/DEPART 29 / 0 0 / 55 317 / 283 327 / 335 0
BEGIN PEAK HR
VOLUMES 22 0 7 0 0 0 0 276 41 13 314 0 673 APPROACH % 76% 0% 24% 0% 0% 0% 0% 87% 13% 4% 96% 0%
PEAK HR FACTOR 0.659 0.000 0.727 0.818 0.768
APP/DEPART 29 / 0 0 / 55 317 / 283 327 / 335 0 01:10 PM 3 0 1 0 0 0 0 59 7 2 70 0 142 0 0 0 0 0 1:25 PM 10 0 6 0 0 0 0 65 16 4 77 0 178 0 0 0 0 0 1:40 PM 4 0 1 0 0 0 0 87 4 2 60 0 158 0 0 0 0 0 1:55 PM 1 0 1 0 0 0 0 80 5 3 64 0 154 0 0 0 0 0 VOLUMES 18 0 9 0 0 0 0 291 32 11 271 0 632 0 0 0 0 0 APPROACH % 67% 0% 33% 0% 0% 0% 0% 90% 10% 4% 96% 0%
APP/DEPART 27 / 0 0 / 43 323 / 300 282 / 289 0
BEGIN PEAK HR
VOLUMES 18 0 9 0 0 0 0 291 32 11 271 0 632 APPROACH % 67% 0% 33% 0% 0% 0% 0% 90% 10% 4% 96% 0%
PEAK HR FACTOR 0.422 0.000 0.887 0.870 0.888
APP/DEPART 27 / 0 0 / 43 323 / 300 282 / 289 0 La Luna
NORTH SIDE
La Verne WEST SIDE EAST SIDE La Verne
SOUTH SIDE
La Luna
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:40 AM 0 0 0 2 2 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 7:55 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 8:10 AM 0 0 0 2 2 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 TOTAL 0 1 0 4 5 0 1 0 3 4 0 0 0 0 0 0 0 0 1 1 1:10 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1:25 PM 0 0 0 2 2 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 1:40 PM 0 1 0 2 3 0 1 0 0 1 0 0 0 0 0 0 0 0 2 2 1:55 PM 0 3 0 0 3 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 TOTAL 0 4 0 5 9 0 4 0 2 6 0 0 0 0 0 0 0 0 3 3
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
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La Luna
La Verne
U-TURNS
La Luna La Luna La Verne La Verne
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T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 50
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: X X X 0 X 0 0 1 X X 1 0 0 0 0 0
7:25 AM 0 0 0 4 0 4 5 10 0 0 18 13 54 0 0 0 0 0 7:40 AM 0 0 0 7 0 12 16 20 0 0 34 19 108 0 0 0 0 0 7:55 AM 0 0 0 6 0 6 8 18 0 0 34 20 92 0 0 0 0 0 8:10 AM 0 0 0 4 0 10 2 6 0 0 18 7 47 0 0 0 0 0 VOLUMES 0 0 0 21 0 32 31 54 0 0 104 59 301 0 0 0 0 0 APPROACH % 0% 0% 0% 40% 0% 60% 36% 64% 0% 0% 64% 36%
APP/DEPART 0 / 90 53 / 0 85 / 75 163 / 136 0
BEGIN PEAK HR
VOLUMES 0 0 0 21 0 32 31 54 0 0 104 59 301 APPROACH % 0% 0% 0% 40% 0% 60% 36% 64% 0% 0% 64% 36%
PEAK HR FACTOR 0.000 0.697 0.590 0.755 0.697
APP/DEPART 0 / 90 53 / 0 85 / 75 163 / 136 0 01:10 PM 0 0 0 5 0 3 6 14 0 0 16 11 55 0 0 0 0 0 1:25 PM 0 0 0 19 0 23 7 16 0 0 31 17 113 0 0 0 0 0 1:40 PM 0 0 0 5 0 12 3 14 0 0 16 6 56 0 0 0 0 0 1:55 PM 0 0 0 4 0 8 3 11 0 0 22 0 48 0 0 0 0 0 VOLUMES 0 0 0 33 0 46 19 55 0 0 85 34 272 0 0 0 0 0 APPROACH % 0% 0% 0% 42% 0% 58% 26% 74% 0% 0% 71% 29%
APP/DEPART 0 / 53 79 / 0 74 / 88 119 / 131 0
BEGIN PEAK HR
VOLUMES 0 0 0 33 0 46 19 55 0 0 85 34 272 APPROACH % 0% 0% 0% 42% 0% 58% 26% 74% 0% 0% 71% 29%
PEAK HR FACTOR 0.000 0.470 0.804 0.620 0.602
APP/DEPART 0 / 53 79 / 0 74 / 88 119 / 131 0 Palomares
NORTH SIDE
Olive WEST SIDE EAST SIDE Olive
SOUTH SIDE
Palomares
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 0 0 6 0 6 0 0 2 0 2 0 0 0 0 0 0 0 4 0 4 7:40 AM 1 0 12 0 13 1 0 5 0 6 0 0 0 0 0 0 0 7 0 7 7:55 AM 3 0 3 0 6 3 0 3 0 6 0 0 0 0 0 0 0 0 0 0 8:10 AM 0 0 3 0 3 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 TOTAL 4 0 24 0 28 4 0 13 0 17 0 0 0 0 0 0 0 11 0 11 1:10 PM 3 1 3 0 7 0 0 3 0 3 3 1 0 0 4 0 0 0 0 0 1:25 PM 2 0 11 0 13 2 0 4 0 6 0 0 0 0 0 0 0 7 0 7 1:40 PM 6 0 7 0 13 0 0 2 0 2 1 0 0 0 1 5 0 5 0 10 1:55 PM 1 2 0 0 3 1 0 0 0 1 0 2 0 0 2 0 0 0 0 0 TOTAL 12 3 21 0 36 3 0 9 0 12 4 3 0 0 7 5 0 12 0 17
BICYCLE CROSSINGS SCHOOL AGE PED
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7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
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Palomares
Olive
U-TURNS
Palomares Palomares Olive Olive
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T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 51
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: 0 1 1 1 1 0 0 1 0 1 0 1 0 0 0 0
7:25 AM 0 42 4 2 29 0 0 0 0 13 0 8 98 0 0 0 0 0 7:40 AM 0 65 1 21 67 0 0 0 0 9 0 17 180 0 0 0 0 0 7:55 AM 0 57 3 16 91 0 0 0 0 5 0 10 182 0 4 0 0 4 8:10 AM 0 17 3 3 27 0 0 0 0 2 0 0 52 0 0 0 0 0 VOLUMES 0 181 11 42 214 0 0 0 0 29 0 35 512 0 4 0 0 4 APPROACH % 0% 94% 6% 16% 84% 0% 0% 0% 0% 45% 0% 55%
APP/DEPART 192 / 220 256 / 243 0 / 49 64 / 0 0
BEGIN PEAK HR
VOLUMES 0 181 11 42 214 0 0 0 0 29 0 35 512 APPROACH % 0% 94% 6% 16% 84% 0% 0% 0% 0% 45% 0% 55%
PEAK HR FACTOR 0.727 0.598 0.000 0.615 0.703
APP/DEPART 192 / 220 256 / 243 0 / 49 64 / 0 0 01:10 PM 0 35 8 4 15 0 0 0 0 8 0 12 82 0 0 0 2 2 1:25 PM 2 46 2 16 87 0 0 0 0 9 0 8 170 0 0 0 1 1 1:40 PM 0 19 5 5 38 0 0 0 1 6 0 3 77 0 0 0 1 1 1:55 PM 1 21 4 4 14 0 0 0 0 9 0 3 56 0 0 0 0 0 VOLUMES 3 121 19 29 154 0 0 0 1 32 0 26 385 0 0 0 4 4 APPROACH % 2% 85% 13% 16% 84% 0% 0% 0% 100% 55% 0% 45%
APP/DEPART 143 / 147 183 / 183 1 / 52 58 / 3 0
BEGIN PEAK HR
VOLUMES 3 121 19 29 154 0 0 0 1 32 0 26 385 APPROACH % 2% 85% 13% 16% 84% 0% 0% 0% 100% 55% 0% 45%
PEAK HR FACTOR 0.715 0.444 0.250 0.725 0.566
APP/DEPART 143 / 147 183 / 183 1 / 52 58 / 3 0 Village Loop
NORTH SIDE
Old Pomona WEST SIDE EAST SIDE Old Pomona
SOUTH SIDE
Village Loop
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 0 0 1 2 3 0 0 1 2 3 0 0 0 0 0 0 0 0 0 0 7:40 AM 0 10 2 5 17 0 5 2 4 11 0 0 0 0 0 0 5 0 1 6 7:55 AM 4 13 0 17 34 3 7 0 10 20 0 0 0 0 0 1 6 0 7 14 8:10 AM 3 3 2 4 12 3 2 2 2 9 0 0 0 1 1 0 1 0 1 2 TOTAL 7 26 5 28 66 6 14 5 18 43 0 0 0 1 1 1 12 0 9 22 1:10 PM 4 4 0 3 11 2 4 0 3 9 0 0 0 0 0 2 0 0 0 2 1:25 PM 9 21 0 12 42 5 13 0 7 25 0 0 0 0 0 4 8 0 5 17 1:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:55 PM 0 3 2 4 9 0 2 2 3 7 0 0 0 0 0 0 1 0 1 2 TOTAL 13 28 2 19 62 7 19 2 13 41 0 0 0 0 0 6 9 0 6 21
BICYCLE CROSSINGS SCHOOL AGE PED
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7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
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Village Loop
Old Pomona
U-TURNS
Village Loop Village Loop Old Pomona Old Pomona
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T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 52
EAST & WEST: CONTROL: STOP N
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 X 0 X X X X 1 0 0 1 X 0 0 0 0
7:25 AM 2 0 1 0 0 0 0 14 0 0 12 0 29 0 0 2 0 2 7:40 AM 16 0 0 0 0 0 0 21 1 1 29 0 68 0 0 0 0 0 7:55 AM 14 0 0 0 0 0 0 20 3 0 24 0 61 0 0 0 0 0 8:10 AM 3 0 1 0 0 0 0 8 1 0 6 0 19 0 0 0 0 0 VOLUMES 35 0 2 0 0 0 0 63 5 1 71 0 179 0 0 2 0 2 APPROACH % 95% 0% 5% 0% 0% 0% 0% 90% 7% 1% 99% 0%
APP/DEPART 37 / 0 0 / 6 70 / 65 72 / 108 0
BEGIN PEAK HR
VOLUMES 35 0 2 0 0 0 0 63 5 1 71 0 179 APPROACH % 95% 0% 5% 0% 0% 0% 0% 90% 7% 1% 99% 0%
PEAK HR FACTOR 0.578 0.000 0.761 0.600 0.658
APP/DEPART 37 / 0 0 / 6 70 / 65 72 / 108 0 01:10 PM 3 0 1 0 0 0 0 15 3 0 3 0 25 0 0 0 0 0 1:25 PM 11 0 1 0 0 0 0 29 9 1 41 0 92 0 0 0 0 0 1:40 PM 1 0 1 0 0 0 0 6 0 0 5 0 13 0 0 0 0 0 1:55 PM 0 0 1 0 0 0 0 1 0 0 7 0 9 0 0 0 0 0 VOLUMES 15 0 4 0 0 0 0 51 12 1 56 0 139 0 0 0 0 0 APPROACH % 79% 0% 21% 0% 0% 0% 0% 81% 19% 2% 98% 0%
APP/DEPART 19 / 0 0 / 13 63 / 55 57 / 71 0
BEGIN PEAK HR
VOLUMES 15 0 4 0 0 0 0 51 12 1 56 0 139 APPROACH % 79% 0% 21% 0% 0% 0% 0% 81% 19% 2% 98% 0%
PEAK HR FACTOR 0.396 0.000 0.414 0.339 0.378
APP/DEPART 19 / 0 0 / 13 63 / 55 57 / 71 0 Leslie
NORTH SIDE
Russell WEST SIDE EAST SIDE Russell
SOUTH SIDE
Leslie
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 0 0 5 0 5 0 0 1 0 1 0 0 0 0 0 0 0 4 0 4 7:40 AM 1 9 20 1 31 1 7 11 1 20 0 0 0 0 0 0 2 9 0 11 7:55 AM 1 11 26 3 41 1 10 18 3 32 0 0 0 0 0 0 1 8 0 9 8:10 AM 0 3 2 0 5 0 2 1 0 3 0 0 0 0 0 0 1 1 0 2 TOTAL 2 23 53 4 82 2 19 31 4 56 0 0 0 0 0 0 4 22 0 26 1:10 PM 0 1 6 0 7 0 0 5 0 5 0 0 0 0 0 0 1 1 0 2 1:25 PM 2 18 50 2 72 2 7 19 2 30 0 0 0 0 0 0 11 31 0 42 1:40 PM 1 0 3 0 4 1 0 1 0 2 0 0 0 0 0 0 0 2 0 2 1:55 PM 2 0 1 0 3 1 0 0 0 1 0 0 0 0 0 1 0 1 0 2 TOTAL 5 19 60 2 86 4 7 25 2 38 0 0 0 0 0 1 12 35 0 48
BICYCLE CROSSINGS SCHOOL AGE PED
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7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
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Leslie
Russell
U-TURNS
Leslie Leslie Russell Russell
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T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 53
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: 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0
7:25 AM 0 11 4 9 5 5 11 26 2 0 16 11 100 0 0 0 0 0 7:40 AM 2 6 8 10 2 8 22 20 1 5 28 8 120 0 0 0 0 0 7:55 AM 3 5 4 9 5 9 13 24 4 5 16 7 104 0 0 0 0 0 8:10 AM 1 2 0 4 2 3 6 9 1 1 14 1 44 0 0 0 0 0 VOLUMES 6 24 16 32 14 25 52 79 8 11 74 27 368 0 0 0 0 0 APPROACH % 13% 52% 35% 45% 20% 35% 37% 57% 6% 10% 66% 24% APP/DEPART 46 / 103 71 / 33 139 / 127 112 / 105 0
BEGIN PEAK HR
VOLUMES 6 24 16 32 14 25 52 79 8 11 74 27 368 APPROACH % 13% 52% 35% 45% 20% 35% 37% 57% 6% 10% 66% 24% PEAK HR FACTOR 0.719 0.772 0.808 0.683 0.767
APP/DEPART 46 / 103 71 / 33 139 / 127 112 / 105 0 01:10 PM 2 1 8 1 1 3 0 29 1 4 19 1 70 0 0 0 0 0 1:25 PM 2 3 3 2 0 3 3 21 1 4 27 4 73 0 0 0 1 1 1:40 PM 3 3 3 4 2 2 5 20 1 2 21 1 67 0 0 0 0 0 1:55 PM 2 6 6 5 3 3 9 25 3 4 16 3 85 0 0 0 0 0 VOLUMES 9 13 20 12 6 11 17 95 6 14 83 9 295 0 0 0 1 1 APPROACH % 21% 31% 48% 41% 21% 38% 14% 81% 5% 13% 78% 8% APP/DEPART 42 / 39 29 / 25 118 / 128 106 / 103 0
BEGIN PEAK HR
VOLUMES 9 13 20 12 6 11 17 95 6 14 83 9 295 APPROACH % 21% 31% 48% 41% 21% 38% 14% 81% 5% 13% 78% 8% PEAK HR FACTOR 0.750 0.659 0.797 0.757 0.868
APP/DEPART 42 / 39 29 / 25 118 / 128 106 / 103 0 Gordon
NORTH SIDE
Alvarado WEST SIDE EAST SIDE Alvarado
SOUTH SIDE
Gordon
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 0 4 14 0 18 0 1 10 0 11 0 1 0 0 1 0 2 4 0 6 7:40 AM 3 0 9 0 12 1 0 7 0 8 0 0 0 0 0 2 0 2 0 4 7:55 AM 0 2 13 1 16 0 1 8 1 10 0 1 0 0 1 0 0 5 0 5 8:10 AM 5 0 0 1 6 3 0 0 0 3 1 0 0 0 1 1 0 0 1 2 TOTAL 8 6 36 2 52 4 2 25 1 32 1 2 0 0 3 3 2 11 1 17 1:10 PM 0 0 4 1 5 0 0 4 1 5 0 0 0 0 0 0 0 0 0 0 1:25 PM 2 0 3 1 6 0 0 3 0 3 2 0 0 1 3 0 0 0 0 0 1:40 PM 1 2 3 0 6 1 2 2 0 5 0 0 0 0 0 0 0 1 0 1 1:55 PM 1 2 2 0 5 1 2 1 0 4 0 0 1 0 1 0 0 0 0 0 TOTAL 4 4 12 2 22 2 4 10 1 17 2 0 1 1 4 0 0 1 0 1
BICYCLE CROSSINGS SCHOOL AGE PED
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7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
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Gordon
Alvarado
U-TURNS
Gordon Gordon Alvarado Alvarado
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T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 54
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: X 1 0 0 1 X X X X 0 X 0 0 0 0 0
7:25 AM 0 1 0 0 1 0 0 0 0 0 0 1 3 0 0 0 0 0 7:40 AM 0 3 0 0 2 0 0 0 0 1 0 0 6 0 0 0 0 0 7:55 AM 0 0 0 0 0 0 0 0 0 2 0 1 3 0 0 0 0 0 8:10 AM 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0 VOLUMES 0 5 0 0 4 0 0 0 0 3 0 2 14 0 0 0 0 0 APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 60% 0% 40%
APP/DEPART 5 / 7 4 / 7 0 / 0 5 / 0 0
BEGIN PEAK HR
VOLUMES 0 5 0 0 4 0 0 0 0 3 0 2 14 APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 60% 0% 40%
PEAK HR FACTOR 0.417 0.500 0.000 0.417 0.583
APP/DEPART 5 / 7 4 / 7 0 / 0 5 / 0 0
01:10 PM 0 2 0 0 0 0 0 0 0 1 0 1 4 0 0 0 0 0 1:25 PM 0 3 0 1 1 0 0 0 0 0 0 0 5 0 0 0 0 0 1:40 PM 0 5 0 0 2 0 0 0 0 1 0 0 8 0 0 0 0 0 1:55 PM 0 2 1 0 2 0 0 0 0 0 0 2 7 0 0 0 0 0 VOLUMES 0 12 1 1 5 0 0 0 0 2 0 3 24 0 0 0 0 0 APPROACH % 0% 92% 8% 17% 83% 0% 0% 0% 0% 40% 0% 60%
APP/DEPART 13 / 15 6 / 7 0 / 2 5 / 0 0
BEGIN PEAK HR
VOLUMES 0 12 1 1 5 0 0 0 0 2 0 3 24 APPROACH % 0% 92% 8% 17% 83% 0% 0% 0% 0% 40% 0% 60%
PEAK HR FACTOR 0.650 0.750 0.000 0.625 0.750
APP/DEPART 13 / 15 6 / 7 0 / 2 5 / 0 0
Butterfield
NORTH SIDE
Smith WEST SIDE EAST SIDE Smith
SOUTH SIDE
Butterfield
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 3 0 2 0 5 0 0 0 0 0 0 0 0 0 0 3 0 2 0 5 7:40 AM 5 0 0 1 6 2 0 0 0 2 1 0 0 1 2 2 0 0 0 2 7:55 AM 3 0 0 1 4 2 0 0 0 2 0 0 0 1 1 1 0 0 0 1 8:10 AM 1 0 0 1 2 1 0 0 0 1 0 0 0 1 1 0 0 0 0 0 TOTAL 12 0 2 3 17 5 0 0 0 5 1 0 0 3 4 6 0 2 0 8 1:10 PM 1 0 1 1 3 1 0 1 0 2 0 0 0 1 1 0 0 0 0 0 1:25 PM 5 0 0 0 5 3 0 0 0 3 0 0 0 0 0 2 0 0 0 2 1:40 PM 2 0 2 0 4 1 0 1 0 2 0 0 0 0 0 1 0 1 0 2 1:55 PM 10 0 8 0 18 7 0 6 0 13 0 0 0 0 0 3 0 2 0 5 TOTAL 18 0 11 1 30 12 0 8 0 20 0 0 0 1 1 6 0 3 0 9
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Butterfield
Smith
U-TURNS
Butterfield Butterfield Smith Smith
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CITY OF POMONA | CROSSING GUARD STUDY APPENDIX
APPENDIX B
ADULT CROSSING GUARD
WARRANT SPREADSHEET
JC11105 City of Pomona Adult Crossing Guard Analysis
Traffic & Pedestrian Data by Intersection
ID Intersection
Intersection
Control Type
Crosswalk
Location
Crosswalk
Leg
Conflicting
Vehicle
Volumes
School Age
Pedestrian
Volumes
Conflicting
Vehicle
Volumes
School Age
Pedestrian
Volumes
Peak Hour
Volumes
Conflicting
Vehicle
Volumes
School Age
Pedestrian
Volumes
Meets
Pedestrian
Requirement²
Meets MUTCD
Guidelines³
(Option1,2,&3)
1 Saed & Arroyo Uncontrolled Arroyo East Leg 395 41 165 8 414 560 49 Yes No Saed South Leg 75 13 41 4 0 116 17 No No
2 Fairplex & Arroyo Signalized Fairplex North Leg 71 11 23 3 1,396 94 14 No No Arroyo West Leg 0 12 0 0 0 01 2 N o N o
3 Glen & Arroyo Stop-controlled Glen North Leg 279 67 201 64 532 480 131 Yes No Glen South Leg 331 12 204 17 0 535 29 No No
Arroyo East Leg 347 42 223 55 0 570 97 Yes No
Arroyo West Leg 412 34 230 35 0 642 69 Yes No
4 Dudley & Arroyo Uncontrolled Dudley North Leg 787 15 721 8 890 1508 23 No Yes Dudley South Leg 778 6 726 7 0 1504 13 No Yes
Arroyo East Leg 200 11 163 18 0 363 29 No No
Arroyo West Leg 314 8 224 10 0 538 18 No No
5 Dudley & Elwood Signalized Dudley North Leg 71 2 36 2 1,120 107 4 No No Dudley South Leg 43 13 46 43 0 89 56 Yes No
Elwood West Leg 130 11 81 25 0 211 36 No No
Elwood East Leg 228 1 96 5 0 324 6 No No
6 Goldenrod & 9th Stop-controlled Goldenrod North Leg 112 0 88 3 274 200 3 No No 9th St East Leg 271 9 176 13 0 447 22 No No
7 Storrs & Grier Uncontrolled Storrs North Leg 145 17 106 23 161 251 40 Yes No Grier East Leg 19 26 33 43 0 52 69 Yes No
8 Storrs & 9th Stop-controlled 9th St West Leg 175 0 126 4 196 301 4 No No 9 Trabuco & Santa Clara¹ Signalized Santa Clara West Leg 122 4 83 1 1,450 205 5 No No Santa Clara East Leg 101 0 61 0 0 162 0 No No
Trabuco South Leg 0202 0 0 4 No No
10 Village Loop & Viewpoint Stop-controlled Village Loop North Leg 423 98 305 61 492 728 159 Yes No Viewpoint East Leg 137 9 110 10 0 247 19 No No
11 Sumner & Harrison Stop-controlled Sumner North Leg 53 18 54 33 282 107 51 Yes No Sumner South Leg 79 3 81 2 0 160 5 No No
Harrison West Leg 259 6 229 9 0 488 15 No No
12 Vamana & Harrison Stop-controlled Vamana North Leg 102 17 95 13 258 197 30 No No Harrison East Leg 232 3 229 9 0 461 12 No No
13 Orange Grove & Deborah Uncontrolled Orange Grove North Leg 569 17 423 1 575 992 18 No No Deborah East Leg 29 3 23 0 0 52 3 No No
14 Omar & Valley Signalized Valley West Leg 7 0 7 0 788 14 0 No No 15 Medina & Santez Uncontrolled Santez East Leg 282 0 215 1 301 497 1 No No Medina North Leg 285 2 227 4 0 512 6 No No
16 Park & Lexington ¹ Signalized Park North Leg 0 27 0 5 1,253 0 32 No No Park South Leg 0000 0 0 0 No No
Lexington West Leg 0 20 0 4 0 02 4 N o N o
Lexington East Leg 0 23 0 38 0 06 1 Yes No
17 Huntington & Texas Stop-controlled Texas South Leg 305 8 202 29 332 507 37 No No 18 Cadillac & San Felipe Uncontrolled San Felipe East Leg 155 4 103 12 174 258 16 No No Cadillac South Leg 163 11 89 6 0 252 17 No No
19 Cadillac & San Rafael Stop-controlled Cadillac North Leg 227 16 152 58 248 379 74 Yes No San Rafael East Leg 133 11 117 16 0 250 27 No No
AM PM TOTAL
J:\2021\JC11105 Pomona LRSP\Analysis\XingGuard\JC11105 PomonaXingGuardAssessment_v3.xlsx - All Locations v3 Appendix JC11105 City of Pomona Adult Crossing Guard Analysis
Traffic & Pedestrian Data by Intersection
ID Intersection
Intersection
Control Type
Crosswalk
Location
Crosswalk
Leg
Conflicting
Vehicle
Volumes
School Age
Pedestrian
Volumes
Conflicting
Vehicle
Volumes
School Age
Pedestrian
Volumes
Peak Hour
Volumes
Conflicting
Vehicle
Volumes
School Age
Pedestrian
Volumes
Meets
Pedestrian
Requirement²
Meets MUTCD
Guidelines³
(Option1,2,&3)
AM PM TOTAL
20 San Antonio & Barfield ES Uncontrolled San Antonio North/South 699 20 711 30 711 1410 50 Yes No 21 Washington & San Bernardino Uncontrolled San Bernardino West Leg 782 0 756 0 802 1538 0 No No Washington South Leg 109 1 99 0 0 208 1 No No
22 Palmgrove & Russell Stop-controlled Palmgrove North Leg 118 4 107 12 250 225 16 No No Palmgrove South Leg 208 0 159 1 0 367 1 No No
Russell East Leg 206 0 167 1 0 373 1 No No
Russell West Leg 151 2 129 7 0 280 9 No No
23 Montvue ES & San Bernardino Signalized San Bernardino East/West 0 24 0 46 791 0 70 Yes No 24 Washington & Lincoln Stop-controlled Washington North Leg 249 5 174 7 534 423 12 No No Washington South Leg 290 27 196 29 0 486 56 Yes No
Lincoln East Leg 392 34 319 48 0 711 82 Yes No
Lincoln West Leg 384 4 294 6 0 678 10 No No
25 San Antonio & Kingsley Signalized San Antonio North Leg 120 44 88 25 1,447 208 69 Yes No San Antonio South Leg 117 10 80 18 0 197 28 No No
Kingsley West Leg 19 29 19 37 0 38 66 Yes No
Kingsley East Leg 162 12 129 6 0 291 18 No No
26 Madeleine & Kingsley Uncontrolled Madeleine North Leg 160 10 158 22 470 318 32 No No 27 Caswell & Lincoln Stop-controlled Caswell South Leg 182 25 48 0 442 230 25 No No Lincoln West Leg 425 46 135 0 0 560 46 Yes No
28 Towne & Lincoln Signalized Towne North Leg 72 12 54 0 1,747 126 12 No No Lincoln West Leg 0200002 N o N o
29 Garey & Jefferson Signalized Garey North Leg 16 2 15 0 1,574 31 2 No No Jefferson West Leg 42 0 26 0 0 68 0 No No
Jefferson East Leg 15 0 19 0 0 34 0 No No
30 Gordon & Lincoln ES Signalized Gordon North/South 0 5 0 16 204 0 21 No No 31 Hamilton & 8th Uncontrolled 8th East Leg 253 0 221 3 641 474 3 No No 8th West Leg 205 2 227 10 0 432 12 No No
32 White & Grand Signalized White North Leg 181 11 126 12 1,677 307 23 No No White South Leg 78 27 82 60 0 160 87 Yes No
Grand West Leg 70 17 63 16 0 133 33 No No
Grand East Leg 54 27 61 59 0 115 86 Yes No
33 Huntington & Grand Stop-controlled Grand West Leg 297 14 232 34 309 529 48 Yes Yes 34 Park & Phillips Signalized Park North Leg 123 13 61 23 1,125 184 36 No No Park South Leg 65 7 63 4 0 128 11 No No
Phillips West Leg 69 12 47 10 0 116 22 No No
Phillips East Leg 95 14 56 5 0 151 19 No No
35 Main & Phillips Uncontrolled Phillips West Leg 536 30 485 26 561 1021 56 Yes Yes Main North Leg 133 30 101 23 0 234 53 Yes No
36 Park & Franklin Signalized Park North Leg 61 14 35 1 1,009 96 15 No No Park South Leg 87 8 32 7 0 119 15 No No
Franklin West Leg 110 11 24 0 0 134 11 No No
Franklin East Leg 103 3 38 1 0 141 4 No No
37 Bolivar & Franklin Stop-controlled Bolivar South Leg 101 12 9 3 334 110 15 No No Franklin East Leg 311 12 102 0 0 413 12 No No
Franklin West Leg 318 91 99 3 0 417 94 Yes No
J:\2021\JC11105 Pomona LRSP\Analysis\XingGuard\JC11105 PomonaXingGuardAssessment_v3.xlsx - All Locations v3 Appendix JC11105 City of Pomona Adult Crossing Guard Analysis
Traffic & Pedestrian Data by Intersection
ID Intersection
Intersection
Control Type
Crosswalk
Location
Crosswalk
Leg
Conflicting
Vehicle
Volumes
School Age
Pedestrian
Volumes
Conflicting
Vehicle
Volumes
School Age
Pedestrian
Volumes
Peak Hour
Volumes
Conflicting
Vehicle
Volumes
School Age
Pedestrian
Volumes
Meets
Pedestrian
Requirement²
Meets MUTCD
Guidelines³
(Option1,2,&3)
AM PM TOTAL
38 San Antonio & 9th Stop-controlled San Antonio North Leg 496 19 446 49 717 942 68 Yes No San Antonio South Leg 494 0 442 3 0 936 3 No No
9th St East Leg 316 1 308 8 0 624 9 No No
9th St West Leg 426 20 360 23 0 786 43 Yes No
39 Towne & 9th Signalized Towne North Leg 89 10 72 6 1,646 161 16 No No Towne South Leg 83 3 60 6 0 143 9 No No
9th St West Leg 43 3 45 0 0 88 3 No No
9th St East Leg 78 2 54 1 0 132 3 No No
40 Towne & Alcott Signalized Towne North/South 24 56 15 79 1,407 39 135 Yes No 41 Mango & Franklin Uncontrolled Franklin East Leg 399 98 224 0 435 623 98 Yes Yes 42 San Antonio & Franklin Stop-controlled San Antonio North Leg 552 2 374 1 770 926 3 No No San Antonio South Leg 526 56 361 79 0 887 135 Yes No
Franklin East Leg 380 0 211 0 0 591 0 No No
Franklin West Leg 439 0 224 10 0 663 10 No No
43 Philadelphia ES & Philadelphia Signalized Philadelphia East/West 0 45 0 38 831 0 83 Yes No 44 Palomares & Cynthia Uncontrolled Palomares North Leg 200 10 184 44 201 384 54 Yes No Cynthia West Leg 18 3 43 8 0 61 11 No No
45 Towne & Bonita Signalized Towne North Leg 243 0 254 0 2,595 497 0 No No Towne East Leg 127 4 163 2 0 290 6 No No
Bonita West Leg 315 0 262 0 0 577 0 No Yes
Bonita East Leg 127 4 163 2 0 290 6 No No
46 Towne & Harrison Signalized Towne North Leg 247 0 143 0 2,358 390 0 No No Towne South Leg 284 0 126 0 0 410 0 No No
Harrison West Leg 118 1 132 1 0 250 2 No No
Harrison East Leg 177 4 74 0 0 251 4 No No
47 White & 9th Signalized White North Leg 81 3 59 3 1,510 140 6 No No White South Leg 74 1 76 0 0 150 1 No No
9th St West Leg 54 2 79 0 0 133 2 No No
9th St East Leg 33 5 44 3 0 77 8 No No
48 Sharon & La Verne Uncontrolled La Verne East Leg 633 21 546 44 640 1179 65 Yes No Sharon North Leg 36 2 48 8 0 84 10 No No
49 La Luna & La Verne Uncontrolled La Verne West Leg 666 1 623 3 673 1289 4 No No 50 Palomares & Olive Stop-controlled Palomares North Leg 143 0 132 5 301 275 5 No No Olive East Leg 269 11 226 12 0 495 23 No No
51 Village Loop & Old Pomona Stop-controlled Village Loop North Leg 483 1 352 6 512 835 7 No No Village Loop South Leg 477 12 359 9 0 836 21 No No
Old Pomona East Leg 117 9 107 6 0 224 15 No No
52 Leslie & Russell Uncontrolled Russell East Leg 142 22 124 35 179 266 57 Yes No 53 Gordon & Alvarado Stop-controlled Gordon South Leg 136 5 91 0 368 227 5 No No Alvarado East Leg 299 12 256 1 0 555 13 No No
54 Butterfield & Smith Stop-controlled Butterfield North Leg 11 6 22 6 24 33 12 No No Smith East Leg 5 2 7 3 0 12 5 No No
Notes:
1 - Intersection has a protected left turn signal, therefore the left turning movement was not deemed a conflict on this crosswalk. The left turn traffic volumes were removed from the analysis. 2 - Based on the criteria for adult crossing guards, where at least 40 school pedestrians for each of any two hours daily use of the crossing while going to or from school. 3 - Based on the criteria for adult crossing guards, where three options may be used to assess whether the guidelines are met: 1) At uncontrolled crossings; 2) At stop-controlled crossing; and 3) At traffic signal-controlled crossing.
J:\2021\JC11105 Pomona LRSP\Analysis\XingGuard\JC11105 PomonaXingGuardAssessment_v3.xlsx - All Locations v3 Appendix
CITY OF POMONA | LRSP APPENDICES
APPENDIX E – POMONA COLLISIONS BY SCHOOL CHARTS
Alcott Elementary
School
Allison Elementary
School
Arroyo Elementary
School
23 38
87 13
12 11
9 5
7 1
1 147
42 19
1 49
64 14
61 4
8 7
1 125
53 14
4 6
6 Collision Severity
Complaint of Pain
Property Damage Only
Severe Injury
Visible Injury
Type of Collision
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/Pedestrian
Bicycle
Fixed Object
Non-Collision
Not Stated
Other Motor Vehicle
Parked Motor Vehicle
Pedestrian
100
19 18
42 34
34 9
9 2
2 3
45 32
15 15
4 4
9 2
8 1
1 64
56 10
3 2
1 138
39 25
6 48
58 16
12 21
51 1
80 28
37 16
18 4
6 8
3 3
1 112
54 19
15 6
1 1
Lights
Other Improper Driving
Other Than Driver (or Pedestrian)
Unsafe Lane Change
Unsafe Starting/Backing
Automobile ROW
Primary Collision Factor
Automobile ROW
DUI
Following Too Closely
Improper Passing
Improper Turning
Not Stated
Pedestrian ROW
Pedestrian Violation
Traffic Signals/Signs
Unknown
Unsafe Speed
Other Hazardous Movement
Wrong Side of Road
Automobile ROW
Motor Vehicle Involve..
Animal
Bicycle
Barfield Elementary
School
Cortez Elementary
School
Decker Elementary
School
180
28 41
63 74
16 61
18 6
7 103
36 52
16 13
13 7
163
47 20
8 5
Type of Collision
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/Pedestrian
Animal
Bicycle
Fixed Object
Non-Collision
Not Stated
Other Motor Vehicle
Other Object
Parked Motor Vehicle
Pedestrian
74 19
3 3
35 23
18 9
5 7
24 38
4 4
9 5
3 7
44 35
8 3
7 Primary Collision Factor
Automobile ROW
DUI
Improper Passing
Improper Turning
Not Stated
Pedestrian ROW
Pedestrian Violation
Traffic Signals/Signs
Unknown
Wrong Side of Road
Other Than Driver (or Pedestrian)
33 6
7 24
4 9
6 15
15 3
7 27
12 5
Motor Vehicle Involved With
Motor Vehicle on Other Roadway
Bicycle
Unsafe Speed
Unsafe Starting/Backing
Other Hazardous Movement
Automobile ROW
Collision Severity
Complaint of Pain
Property Damage Only
Severe Injury
Visible Injury
Harrison Elementary
School
Kellogg Polytechnic
Elementary School
Kingsley Elementary
School
78 14
15 2
44 27
21 5
3 7
48 22
9 6
2 3
2 8
2 3
1 56
27 8
2 5
5 5
1 33
9 9
12 18
11 4
1 1
1 1
23 11
4 6
2 2
1 1
1 32
13 2
1 1
1 1
Collision Severity
Complaint of Pain
Property Damage Only
Severe Injury
Visible Injury
Bicycle
Fixed Object
Motor Vehicle on Other Roadway
Non-Collision
Other Motor Vehicle
Other Object
Parked Motor Vehicle
Pedestrian
92 12
7 42
29 16
10 5
8 24
55 9
6 2
2 3
2 3
1 63
30 9
5 2
1 Type of Collision
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/Pedestrian
Primary Collision Factor
Automobile ROW
DUI
Improper Passing
Improper Turning
Not Stated
Pedestrian ROW
Pedestrian Violation
Traffic Signals/Signs
Other Improper Driving
Unknown
Unsafe Speed
Motor Vehicle Involved With
Not Stated
Bicycle
Other Hazardous Movement
Other Than Driver (or Pedestrian)
Unsafe Starting/Backing
Wrong Side of Road
Automobile ROW
Lexington Elementary
School
Lincoln Elementary
School
Lopez Elementary
School
248
80 31
2 116
113
64 29
20 12
148
43 42
48 28
14 10
11 273
24 22
12 12
8 375
116
50 6
1 189
153
115
43 18
17 11
248
54 39
53 72
19 13
18 400
60 20
30 23
10 Type of Collision
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/Pedestrian
260
40 67
3 1
124
98 80
15 31
11 9
149
54 36
30 32
19 13
18 239
20 73
13 17
Collision Severity
Complaint of Pain
Fatal
Property Damage Only
Severe Injury
Visible Injury
Motor Vehicle Involved With
Animal
Bicycle
Fixed Object
Motor Vehicle on Other Roadway
Non-Collision
Not Stated
Other Motor Vehicle
Other Object
Parked Motor Vehicle
Pedestrian
Train
Primary Collision Factor
Automobile ROW
DUI
Following Too Closely
Improper Passing
Improper Turning
Not Stated
Other Hazardous Movement
Other Than Driver (or Pedestrian)
Pedestrian ROW
Pedestrian Violation
Traffic Signals/Signs
Other Improper Driving
Unknown
Unsafe Speed
Unsafe Starting/Backing
Wrong Side of Road
Automobile ROW
Hazardous Parking
Other Hazardous Violation
Automobile ROW
M adison Elementary
School
M endoza Center
Elementary School
M ontuve Elementary
School
190
62 37
3 64
74 93
20 12
17 110
29 36
37 16
31 182
59 16
12 6
9 Motor Vehicle Involved With
Animal
Bicycle
Fixed Object
Motor Vehicle on Other Roadway
Non-Collision
Not Stated
Other Motor Vehicle
Other Object
Parked Motor Vehicle
Pedestrian
189
46 30
2 1
63 20
77 12
81 6
106
26 50
22 10
18 15
173
58 19
8 7
Collision Severity
Complaint of Pain
Fatal
Property Damage Only
Severe Injury
Visible Injury
Type of Collision
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/Pedestrian
Primary Collision Factor
Automobile ROW
DUI
Following Too Closely
Hazardous Parking
Improper Passing
Improper Turning
Not Stated
Other Hazardous Movement
Other Than Driver (or Pedestrian)
Pedestrian ROW
Pedestrian Violation
162
42 15
4 64
40 24
67 11
7 24
93 27
37 12
135
56 19
8 Other Improper Driving
Unknown
Unsafe Speed
Unsafe Starting/Backing
Wrong Side of Road
Hazardous Parking
Traffic Signals/Signs
Unsafe Lane Change
Automobile ROW
DUI
Philadelphia Elementary
School
Ranch Hills Elementary
School
Roosevelt Elementary
School
166
29 58
4 84
56 36
53 10
11 26
92 47
22 35
11 174
41 15
9 8
Motor Vehicle Involved With
Motor Vehicle on Other Roadway
Bicycle
Animal
Bicycle
Fixed Object
Non-Collision
Not Stated
Other Motor Vehicle
Other Object
Parked Motor Vehicle
Pedestrian
278
44 68
2 104
107
115
13 10
21 17
148
74 20
23 53
27 10
15 11
250
89 22
13 9
Type of Collision
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/Pedestrian
Primary Collision Factor
Automobile ROW
DUI
Following Too Closely
Improper Turning
Not Stated
Other Hazardous Movement
Other Than Driver (or Pedestrian)
Pedestrian ROW
Pedestrian Violation
Traffic Signals/Signs
Unknown
22 4
8 4
9 3
8 5
5 14
4 4
6 5
18 8
7 Collision Severity
Complaint of Pain
Property Damage Only
Severe Injury
Visible Injury
Improper Passing
Unsafe Speed
Unsafe Starting/Backing
Wrong Side of Road
Automobile ROW
San Antonio
Elementary School
San Jose Elementary
School
Vejar Elementary
School
258
37 61
2 1
100
112
29 78
14 14
150
26 47
39 37
13 10
17 216
86 14
15 17
Collision Severity
Complaint of Pain
Fatal
Property Damage Only
Severe Injury
Visible Injury
168
56 37
3 68
22 88
51 17
5 101
42 33
31 11
11 182
44 23
6 3
130
25 28
1 55
50 51
5 24
29 85
11 9
105
59 6
5 Pedestrian ROW
Traffic Signals/Signs
Unknown
Unsafe Speed
Unsafe Starting/Backing
Wrong Side of Road
Automobile ROW
Type of Collision
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/Pedestrian
Primary Collision Factor
Automobile ROW
DUI
Following Too Closely
Improper Passing
Improper Turning
Not Stated
Other Hazardous Movement
Other Hazardous Violation
Other Improper Driving
Other Than Driver (or Pedestrian)
Pedestrian Violation
Animal
Bicycle
Fixed Object
Motor Vehicle on Other Roadway
Non-Collision
Not Stated
Other Motor Vehicle
Parked Motor Vehicle
Pedestrian
Motor Vehicle Involved With
Other Object
Animal
W ashington Elementary
School
W estmont Elementary
School
Emerson M iddle
School
284
86 51
4 159
93 32
97 12
18 167
30 38
20 57
19 61
271
89 27
14 13
87 10
17 2
46 24
20 10
2 Type of Collision
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/Pedestrian
26 50
21 8
75 21
12 2
2 169
36 50
1 1
59 85
73 10
18 5
99 36
39 25
20 11
175
52 15
6 3
Collision Severity
Complaint of Pain
Fatal
Property Damage Only
Severe Injury
Visible Injury
Primary Collision Factor
Automobile ROW
DUI
Following Too Closely
Improper Passing
Improper Turning
Not Stated
Other Hazardous Movement
Other Than Driver (or Pedestrian)
Pedestrian ROW
Pedestrian Violation
Traffic Signals/Signs
Unknown
Unsafe Speed
Unsafe Starting/Backing
Wrong Side of Road
Unsafe Lane Change
Motor Vehicle Involved With
Train
Bicycle
Bicycle
Fixed Object
Motor Vehicle on Other Roadway
Non-Collision
Not Stated
Other Motor Vehicle
Other Object
Parked Motor Vehicle
Pedestrian
John M arshall M iddle
School
Simons M iddle
School
Diamond Ranch
High School
184
35 55
5 59
29 74
22 72
18 115
39 36
33 27
10 Unknown
Other Than Driver (or Pedestrian)
Unsafe Speed
Unsafe Starting/Backing
Automobile ROW
174
20 30
37 6
126
42 14
1 36
53 53
17 11
5 33
75 19
12 12
108
42 19
4 7
24 2
8 7
Collision Severity
Complaint of Pain
Property Damage Only
Severe Injury
Visible Injury
10 13
11 3
18 6
5 7
28 4
5 2
Type of Collision
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/Pedestrian
Primary Collision Factor
Automobile ROW
DUI
Following Too Closely
Improper Passing
Improper Turning
Not Stated
Other Hazardous Movement
Pedestrian ROW
Pedestrian Violation
Traffic Signals/Signs
Wrong Side of Road
Animal
Bicycle
Fixed Object
Non-Collision
Not Stated
Other Motor Vehicle
Other Object
Parked Motor Vehicle
Pedestrian
Motor Vehicle Involved With
Motor Vehicle on Other Roadway
Bicycle
Ganesha High
School
Garey High
School
Pomona High
School
94 20
25 1
43 28
27 19
13 4
22 57
16 17
23 82
19 4
5 230
42 86
5 107
127
53 30
18 17
Type of Collision
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/Pedestrian
131
44 49
35 15
10 51
Primary Collision Factor
Automobile ROW
DUI
Following Too Closely
Hazardous Parking
Improper Turning
Not Stated
Other Improper Driving
Other Than Driver (or Pedestrian)
Pedestrian ROW
Pedestrian Violation
Wrong Side of Road
255
22 16
31 18
Motor Vehicle Involved With
Animal
Bicycle
Fixed Object
Motor Vehicle on Other Roadway
Non-Collision
Not Stated
Other Motor Vehicle
Other Object
Parked Motor Vehicle
Pedestrian
215
38 55
68 93
23 88
10 15
120
44 46
33 14
21 10
218
42 12
18 7
Collision Severity
Complaint of Pain
Property Damage Only
Severe Injury
Visible Injury
Improper Passing
Other Hazardous Movement
Traffic Signals/Signs
Unknown
Unsafe Speed
Unsafe Starting/Backing
Village Academy
High School
Fremont Academy of
Engineering and Design
Palomares Academy
of Health Science
251
82 41
1 1
Collision Severity
Complaint of Pain
Fatal
Property Damage Only
Severe Injury
Visible Injury
111
28 97
78 14
19 142
64 47
36 33
19 17
256
56 31
17 6
166
30 55
3 47
82 76
10 12
17 Type of Collision
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/Pedestrian
36 22
32 97
27 14
164
45 10
15 8
Motor Vehicle Involved With
Animal
Bicycle
Fixed Object
Motor Vehicle on Other Roadway
Non-Collision
Not Stated
Other Motor Vehicle
Other Object
Parked Motor Vehicle
Pedestrian
117
26 37
2 1
59 32
16 15
51 4
25 25
79 19
12 118
35 14
5 5
Hazardous Parking
Traffic Signals/Signs
Unknown
Unsafe Speed
Unsafe Starting/Backing
Wrong Side of Road
Automobile ROW
Primary Collision Factor
Automobile ROW
DUI
Following Too Closely
Improper Passing
Improper Turning
Not Stated
Other Hazardous Movement
Other Improper Driving
Other Than Driver (or Pedestrian)
Pedestrian ROW
Pedestrian Violation
Pomona Community
Day
Pomona Alternative
403
75 51
4 Collision Severity
Complaint of Pain
Property Damage Only
Severe Injury
Visible Injury
144
129
155
43 23
22 12
227
46 86
28 73
16 13
13 Improper Passing
Pedestrian ROW
Unsafe Speed
Unsafe Starting/Backing
Wrong Side of Road
342
98 26
28 25
127
23 9
2 42
42 42
10 13
3 Type of Collision
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/Pedestrian
58 41
15 18
47 87
16 4
3 Primary Collision Factor
Automobile ROW
DUI
Following Too Closely
Hazardous Parking
Improper Turning
Not Stated
Other Hazardous Movement
Other Than Driver (or Pedestrian)
Pedestrian Violation
Traffic Signals/Signs
Unknown
Motor Vehicle Involved With
Animal
Bicycle
Fixed Object
Motor Vehicle on Other Roadway
Non-Collision
Not Stated
Other Motor Vehicle
Other Object
Parked Motor Vehicle
Pedestrian
CITY OF POMONA | LRSP APPENDICES
APPENDIX F – PROJECT OUTREACH – POSTCARDS
¿Tiene algún problema de seguridad
vial en Pomona?
CIUDAD DE POMONA
PLAN LOCAL DE SEGURIDAD VIAL
Estamos buscando su
opinión para mejorar
Pomona. Sus comentarios
son valiosos para
nosotros.
Para más información.
https://bit.ly/PomonaLRSPEspanol
Do you have any roadway safety
concerns in Pomona?
CITY OF POMONA
LOCAL ROADWAY SAFETY PLAN
We are seeking your
input to enhance
Pomona. Your comments
are valuable to us.
Learn more.
https://bit.ly/PomonaLRSP
CITY OF POMONA | LRSP APPENDICES
APPENDIX G – PROJECT OUTREACH – PUBLIC SURVEYS
CITY OF POMONA | LRSP APPENDICES
APPENDIX H – WORKING GROUP SUMMARIES
1 City of Pomona
Local Roadway Safety Plan
Stakeholder Meeting #1
Wednesday, April 13, 2022
Meeting: 3:30PM – 5:00PM
Virtual Meeting through Microsoft Teams
MEETING MINUTES
PARTICIPANTS:
City of Pomona: Ronald Chan
Public stakeholders: Robert Scheppmann, Alfredo Camacho, and Tony Castro KOA Corporation: Ivy Hang, Brian Marchetti, and Marisol Gonzalez
ACTION ITEMS:
TASK RESPONSIBLE PARTY DEADLINE
Distribute surveys to other Pomona
members of the public, and promote
project website for comments
Stakeholders 5/31/2022
DISCUSSION ITEMS:
1. Collision Data Analysis (2015-2019)
2. General Areas of Concern
The downtown area has a lot of students from the School of Arts that walk from campus to campus. This area is dangerous for pedestrians to walk. Grand Ave is a street that has a higher speed limit, making it dangerous for pedestrians to cross at un-signalized crossings such as Grand Ave and Main St. Some areas may not have bicycle and pedestrian collisions. That might just mean that those areas are dangerous so people avoid walking or biking there.
3. Intersections of Concern
Monterey Ave and Garey Ave
Garey Ave and 2nd St
Grand Ave and Main St
Mission Blvd and Hamilton Blvd
Mission Blvd and Dudley St
Mission Blvd and Reservoir St
White Ave and Alvarado St
Garey Ave and Pearl St
2 4. Roadway Segments of Concern
Most roadways identified in the collision analysis are areas of concern (e.g. Garey Ave, Holt Ave, and Mission Blvd).
5. Areas with Bicycle and Pedestrian issues:
Fairplex Dr is a street that not safe for pedestrians and cyclists. There is no connection from Fairplex Dr to the new bike lane on Valley Blvd.
Fairplex Dr has narrow sidewalks
Park Ave and Palomares St are potential areas for bicycle improvements Holt Ave is frequently used for walking and biking
1st St is dangerous for bicyclists with the railroad tracks near there Hamilton Park does not have a crosswalk or stop sign, north and south of Hamilton Blvd.
6. Existing Non-Engineering Programs
The Pomona Police Department currently has an OTS Traffic Safety grant that focuses solely on education, bike rodeos, and pop-ups.
7. Recommended Non-Engineering Programs
Educational programs for adults to teach them the rules of the road and how to be more visible at night.
Consider encouragement programs for walking and biking Education on nighttime biking, consider a program like “operation firefly”. Operation firefly is a program that distributes materials such as lights, helmets, and other safety materials for bicyclists.
8. Outreach
Alfredo (from DayOne), can help distribute surveys to the public.
9. Next Steps
KOA will identify citywide countermeasures
1 City of Pomona
Local Roadway Safety Plan
Stakeholder Meeting #2
Wednesday, April 20, 2022
Meeting: 12:00PM – 1:30PM
Virtual Meeting through Microsoft Teams
MEETING MINUTES
PARTICIPANTS:
City of Pomona: Ronald Chan
School stakeholders: Rebecca Norwood, Danny Wu, Luis Rodriguez, Dolores Lobaina, Alicia McMullin, Veronica Godinez, Rebecca La Mascus, Cindy Green, Madelene Brooks, and Maria (Kathy) Franco-Madrigal KOA: Brian Marchetti and Marisol Gonzalez
ACTION ITEMS:
TASK RESPONSIBLE PARTY DEADLINE
Distribute surveys and promote project
website for comments All 5/31/2022
DISCUSSION ITEMS:
1. Collision Data Analysis Summary (2015-2019)
2. Discussion on Areas of Concern Near Schools
La Verne Science and Technology Charter School
i. Driver’s speed along Garey Avenue near the school
ii. Consider speed bumps and a “no U-turn” sign along La Verne Avenue Cortez Magnet School
i. Dudley Street is dangerous for students to cross on, near the 10 fwy on/off ramp. ii. Concern for overnight truck and RV parking. Overnight truck parking is not permitted around the school area.
Washington Elementary School
i. There is no crossing guard on 9th Street and Caswell Street for children to cross safely.
2 Allison Elementary School
i. Speeding is common along Russell Place next to the school; consider adding speed bumps to reduce speed. Ron Chan noted that City Hall has suspended speed bump installation for the moment, but the program may resume at a later time.
Lincoln Elementary School
i. Parents double park along Gordon Street
ii. Multiple close calls to accidents due to parents making illegal U-turns iii. Wednesdays are the worst days of traffic; consider policing school during that time
IPoly High School/Cal Poly Pomona
i. A large amount of students rely on the bus to and from school ii. South Campus Drive has no sidewalks
iii. Temple Avenue is used to cross from the University Village where there is a busy intersection
Madison Elementary School
i. Phillips Boulevard and 1st Street have major pot holes ii. Consider lights on the stop signs and on crosswalks all around schools. Crosswalk lights can be actuated/solar type.
3. Existing Traffic Safety Programs
Some schools had traffic safety assemblies for kinder and 1st graders. (Note: these are not common at schools)
Decker Elementary School had the Pomona Police Department do an assembly for kinder and 1st graders
Consider making a safety video for proper parking and other traffic safety etiquette that could be shared to parents in the school district. This can be shared at PTA meetings, open houses, or other school events.
i. The Village Academy school offered helping with the development of the video with some of their students. This will show case the reality of the need for safety if students participate in the video.
4. Outreach
Schools in the Pomona Unified School District were encouraged to distribute surveys and the project website to parents to submit comments.
5. Next Steps
KOA will identify citywide countermeasures and will utilize public comment to develop countermeasures.