Agenda packet — Rancho Cordova City Council, April 18, 2022 (part 4 of 11)

National Data & Surveying ServicesIntersection Turning Movement Count Location: Zinfandel Dr & International Dr
City: Rancho Cordova Project ID:

Control: Signalized Date:

NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1
7:15 AM 0 0 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 0 0
7:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 1 0 0 0 0 0 0 1 0 0 0 0 1 1 0 4
APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 0.00% 50.00% 50.00% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2
PEAK HR FACTOR : 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 0 0 0 0 0 2 0 0 0 0 0 0 0 1 0 0 3
4:15 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
4:30 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 2
4:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
5:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1
5:15 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 3
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 2 0 0 0 4 0 0 0 1 1 0 0 3 0 0 11
APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 50.00% 50.00% 0.00% 0.00% 100.00% 0.00% 0.00% PEAK HR : 04:30 PM 291 0 0 TOTAL
PEAK HR VOL : 0 2 0 0 0 1 0 0 0 1 1 0 0 2 0 0 7
PEAK HR FACTOR : 0.000 0.500 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.250 0.250 0.000 0.000 0.500 0.000 0.000 21-070099-001
7/1/2021
04:30 PM - 05:30 PM

0.583 0.500 0.250 0.500 0.500
07:30 AM - 08:30 AM

0.250
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.250 0.250
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Bikes
Zinfandel Dr Zinfandel Dr International Dr International Dr ITEM 11.3. ATTACHMENT 4

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National Data & Surveying ServicesIntersection Turning
Movement Count
Location: Zinfandel Dr & International Dr Project ID:

City: Rancho Cordova Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:00 AM 1 0 0 0 0 2 0 0 3
7:15 AM 0 0 0 0 0 0 0 1 1
7:30 AM 0 0 0 0 0 0 0 0 0
7:45 AM 0 1 0 0 0 0 1 3 5
8:00 AM 1 0 0 0 0 0 0 0 1
8:15 AM 0 1 0 0 0 0 0 0 1
8:30 AM 0 0 0 0 2 0 0 0 2
8:45 AM 0 0 0 0 0 0 0 1 1

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 2 2 0 0 2 2 1 5 14
APPROACH %'s : 50.00% 50.00% 50.00% 50.00% 16.67% 83.33% PEAK HR : 07:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 1 2 0 0 0 0 1 3 7
PEAK HR FACTOR : 0.250 0.500 0.250 0.250
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
4:00 PM 0 0 0 0 0 0 0 0 0
4:15 PM 0 1 0 0 0 0 0 0 1
4:30 PM 0 0 0 0 0 0 0 0 0
4:45 PM 1 0 0 0 0 0 0 0 1
5:00 PM 0 0 0 0 0 0 0 0 0
5:15 PM 1 0 0 0 1 0 0 0 2
5:30 PM 0 0 0 0 0 2 0 0 2
5:45 PM 1 0 1 1 0 0 0 0 3

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 3 1 1 1 1 2 0 0 9
APPROACH %'s : 75.00% 25.00% 50.00% 50.00% 33.33% 66.67% PEAK HR : 04:30 PM 288 -3 -3 TOTAL
PEAK HR VOL : 2 0 0 0 1 0 0 0 3
PEAK HR FACTOR : 0.500 0.250
21-070099-001
7/1/2021

0.375 0.500 0.250
04:30 PM - 05:30 PM

0.350 0.750

PM NORTH LEG SOUTH LEG EAST LEG WEST LEG

0.250
07:30 AM - 08:30 AM

AM NORTH LEG SOUTH LEG EAST LEG WEST LEG
Data - Pedestrians (Crosswalks)
Zinfandel Dr Zinfandel Dr International Dr International Dr ITEM 11.3. ATTACHMENT 4

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Prepared by National Data & Surveying Services
ID: 21-070099-002 Day:

City: Rancho Cordova Date:

AM 62 332 3 0 AM
NOON 0 0 0 0 NOON
PM 127 772 21 5 PM

AM NOON PM PM NOON AM
0 0 0 0
0 16 0 17
0 1 0 1
0 0 0 0 0 4 0 4
112 0 111 0 TEV 1224 0 1648 0 0 0 0
1 0 3 0 PHF 0.89 0.96
20 0 25 0
0 0 0 0

AM NOON PM PM NOON AM
PM 4 13 538 8 PM
NOON 0 0 0 0 NOON
AM 3 29 640 0 AM
0 NONE
05:00 PM - 06:00 PM 670
Zinfandel Dr & Bear Hollow Dr/Frogs Leap Dr
Peak Hour Turning Movement Count
Zinfandel Dr Thursday
SOUTHBOUND 7/1/2021

PEAK HOURS
4:00 PM - 06:00 PM
07:30 AM - 08:30 AM 769 7:00 AM - 09:00 AM

COUNT PERIODS
NONE
32 0 4
Cars (AM) 805 HT (AM)
Bear Hollow Dr/Frogs Leap Dr

EASTBOUND

WESTBOUND
Bear Hollow Dr/Frogs Leap Dr
92 0 141

CONTROL
Signalized
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 359

NORTHBOUND
Zinfandel Dr
Cars (NOON) HT (NOON)

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON

PMNOONAMAMNOONPM

PMNOONAMAMNOONPM
0 0
0 0
0 0
00 000
0 1
0 6
0 0
7 00 220 0
0 0
0 0
0 1
091
0120
0 0
0 0
0 0
000
000
0 0
0 0
0 1
170
050
16 1
25 4
3 110
12776320
135268
0 0
0 0
0 0
000
000
17 1
20 4
1 111
613253
296350
3464-02
ITEM 11.3. ATTACHMENT 4

Page 508 of 1542 ends

National Data & Surveying ServicesIntersection Turning Movement Count Location: Zinfandel Dr & Bear Hollow Dr/Frogs Leap Dr
City: Rancho Cordova Project ID:

Control: Signalized Date:

NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 2 120 0 0 1 56 6 1 16 0 1 0 1 0 6 0 210
7:15 AM 6 123 0 1 1 75 8 0 19 0 4 0 1 1 4 0 243
7:30 AM 9 166 0 0 0 66 16 0 22 0 3 0 2 0 4 0 288
7:45 AM 7 180 0 1 1 90 15 0 37 0 7 0 0 1 5 0 344
8:00 AM 5 145 0 1 1 88 16 0 31 1 7 0 0 0 6 0 301
8:15 AM 8 149 0 1 1 88 15 0 22 0 3 0 2 0 2 0 291
8:30 AM 7 126 0 0 1 66 10 0 24 0 5 0 0 0 8 0 247
8:45 AM 6 128 1 1 5 87 13 0 28 0 5 0 0 0 3 0 277

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 50 1137 1 5 11 616 99 1 199 1 35 0 6 2 38 0 2201 APPROACH %'s : 4.19% 95.31% 0.08% 0.42% 1.51% 84.73% 13.62% 0.14% 84.68% 0.43% 14.89% 0.00% 13.04% 4.35% 82.61% 0.00% PEAK HR : 07:30 AM 39 TOTAL
PEAK HR VOL : 29 640 0 3 3 332 62 0 112 1 20 0 4 1 17 0 1224 PEAK HR FACTOR : 0.806 0.889 0.000 0.750 0.750 0.922 0.969 0.000 0.757 0.250 0.714 0.000 0.500 0.250 0.708 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 4 124 2 1 3 160 22 3 19 0 5 0 1 0 5 0 349
4:15 PM 9 132 1 0 6 199 28 0 23 0 9 0 2 0 2 0 411
4:30 PM 7 125 0 1 8 197 32 2 31 0 7 0 0 0 6 0 416
4:45 PM 8 117 2 0 8 159 31 3 23 0 11 0 2 0 4 0 368
5:00 PM 3 135 1 1 3 207 37 2 29 0 7 0 0 0 3 0 428
5:15 PM 3 130 4 1 3 193 34 2 30 1 6 0 0 1 5 0 413
5:30 PM 6 127 0 1 7 194 31 0 22 2 10 0 3 0 2 0 405
5:45 PM 1 146 3 1 8 178 25 1 30 0 2 0 1 0 6 0 402

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 41 1036 13 6 46 1487 240 13 207 3 57 0 9 1 33 0 3192 APPROACH %'s : 3.74% 94.53% 1.19% 0.55% 2.58% 83.26% 13.44% 0.73% 77.53% 1.12% 21.35% 0.00% 20.93% 2.33% 76.74% 0.00% PEAK HR : 05:00 PM 12:00 AM TOTAL
PEAK HR VOL : 13 538 8 4 21 772 127 5 111 3 25 0 4 1 16 0 1648 PEAK HR FACTOR : 0.542 0.921 0.500 1.000 0.656 0.932 0.858 0.625 0.925 0.375 0.625 0.000 0.333 0.250 0.667 0.000 21-070099-002
7/1/2021
Data - Total
Zinfandel Dr Zinfandel Dr Bear Hollow Dr/Frogs Leap Dr Bear Hollow Dr/Frogs Leap Dr AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
07:30 AM - 08:30 AM

0.890 0.894 0.936 0.756 0.917
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
05:00 PM - 06:00 PM

0.963 0.932 0.929 0.939 0.750
ITEM 11.3. ATTACHMENT 4

Page 509 of 1542 ends

National Data & Surveying ServicesIntersection Turning Movement Count Location: Zinfandel Dr & Bear Hollow Dr/Frogs Leap Dr
City: Rancho Cordova Project ID:

Control: Signalized Date:

NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 2 117 0 0 1 54 6 1 16 0 1 0 1 0 6 0 205
7:15 AM 6 119 0 1 1 72 8 0 19 0 4 0 1 1 4 0 236
7:30 AM 9 165 0 0 0 61 15 0 22 0 3 0 2 0 4 0 281
7:45 AM 7 179 0 1 1 89 15 0 36 0 7 0 0 1 5 0 341
8:00 AM 5 144 0 1 1 88 16 0 31 1 7 0 0 0 6 0 300
8:15 AM 8 147 0 1 1 87 15 0 22 0 3 0 2 0 2 0 288
8:30 AM 7 124 0 0 1 65 10 0 24 0 4 0 0 0 8 0 243
8:45 AM 6 125 1 1 5 83 12 0 28 0 5 0 0 0 3 0 269

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 50 1120 1 5 11 599 97 1 198 1 34 0 6 2 38 0 2163 APPROACH %'s : 4.25% 95.24% 0.09% 0.43% 1.55% 84.60% 13.70% 0.14% 84.98% 0.43% 14.59% 0.00% 13.04% 4.35% 82.61% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 29 635 0 3 3 325 61 0 111 1 20 0 4 1 17 0 1210 PEAK HR FACTOR : 0.806 0.887 0.000 0.750 0.750 0.913 0.953 0.000 0.771 0.250 0.714 0.000 0.500 0.250 0.708 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 4 124 2 1 3 156 22 3 19 0 5 0 1 0 5 0 345
4:15 PM 9 131 1 0 6 198 28 0 23 0 9 0 2 0 2 0 409
4:30 PM 7 125 0 1 8 193 32 2 31 0 7 0 0 0 6 0 412
4:45 PM 8 115 2 0 8 157 31 3 23 0 11 0 2 0 4 0 364
5:00 PM 3 131 1 1 3 205 37 2 29 0 7 0 0 0 3 0 422
5:15 PM 3 128 4 1 3 191 34 2 30 1 6 0 0 1 5 0 409
5:30 PM 6 124 0 1 7 193 31 0 21 2 10 0 3 0 2 0 400
5:45 PM 1 143 3 1 7 174 25 1 30 0 2 0 1 0 6 0 394

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 41 1021 13 6 45 1467 240 13 206 3 57 0 9 1 33 0 3155 APPROACH %'s : 3.79% 94.45% 1.20% 0.56% 2.55% 83.12% 13.60% 0.74% 77.44% 1.13% 21.43% 0.00% 20.93% 2.33% 76.74% 0.00% PEAK HR : 05:00 PM 293 0 0 TOTAL
PEAK HR VOL : 13 526 8 4 20 763 127 5 110 3 25 0 4 1 16 0 1625 PEAK HR FACTOR : 0.542 0.920 0.500 1.000 0.714 0.930 0.858 0.625 0.917 0.375 0.625 0.000 0.333 0.250 0.667 0.000 21-070099-002
7/1/2021
05:00 PM - 06:00 PM

0.963 0.931 0.926 0.932 0.750
07:30 AM - 08:30 AM

0.887
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.892 0.926 0.767 0.917
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Cars
Zinfandel Dr Zinfandel Dr Bear Hollow Dr/Frogs Leap Dr Bear Hollow Dr/Frogs Leap Dr ITEM 11.3. ATTACHMENT 4

Page 510 of 1542 ends

National Data & Surveying ServicesIntersection Turning Movement Count Location: Zinfandel Dr & Bear Hollow Dr/Frogs Leap Dr
City: Rancho Cordova Project ID:

Control: Signalized Date:

NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 3 0 0 0 2 0 0 0 0 0 0 0 0 0 0 5
7:15 AM 0 4 0 0 0 3 0 0 0 0 0 0 0 0 0 0 7
7:30 AM 0 1 0 0 0 5 1 0 0 0 0 0 0 0 0 0 7
7:45 AM 0 1 0 0 0 1 0 0 1 0 0 0 0 0 0 0 3
8:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
8:15 AM 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3
8:30 AM 0 2 0 0 0 1 0 0 0 0 1 0 0 0 0 0 4
8:45 AM 0 3 0 0 0 4 1 0 0 0 0 0 0 0 0 0 8

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 17 0 0 0 17 2 0 1 0 1 0 0 0 0 0 38
APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 89.47% 10.53% 0.00% 50.00% 0.00% 50.00% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 0 5 0 0 0 7 1 0 1 0 0 0 0 0 0 0 14
PEAK HR FACTOR : 0.000 0.625 0.000 0.000 0.000 0.350 0.250 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 4
4:15 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2
4:30 PM 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 4
4:45 PM 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 4
5:00 PM 0 4 0 0 0 2 0 0 0 0 0 0 0 0 0 0 6
5:15 PM 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 4
5:30 PM 0 3 0 0 0 1 0 0 1 0 0 0 0 0 0 0 5
5:45 PM 0 3 0 0 1 4 0 0 0 0 0 0 0 0 0 0 8

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 15 0 0 1 20 0 0 1 0 0 0 0 0 0 0 37
APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 4.76% 95.24% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% PEAK HR : 05:00 PM 293 0 0 TOTAL
PEAK HR VOL : 0 12 0 0 1 9 0 0 1 0 0 0 0 0 0 0 23
PEAK HR FACTOR : 0.000 0.750 0.000 0.000 0.250 0.563 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21-070099-002
7/1/2021
05:00 PM - 06:00 PM

0.719 0.750 0.500 0.250
07:30 AM - 08:30 AM

0.500
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.625 0.333 0.250
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - HT
Zinfandel Dr Zinfandel Dr Bear Hollow Dr/Frogs Leap Dr Bear Hollow Dr/Frogs Leap Dr ITEM 11.3. ATTACHMENT 4

Page 511 of 1542 ends

National Data & Surveying ServicesIntersection Turning Movement Count Location: Zinfandel Dr & Bear Hollow Dr/Frogs Leap Dr
City: Rancho Cordova Project ID:

Control: Signalized Date:

NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 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 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
APPROACH %'s : 0.00% 100.00% 0.00% 0.00%
PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
PEAK HR FACTOR : 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 3
4:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
4:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
4:45 PM 0 1 0 0 0 0 0 0 0 1 0 0 0 0 1 0 3
5:00 PM 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2
5:15 PM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2
5:30 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
5:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 8 0 0 0 4 0 0 1 1 0 0 0 0 1 0 15
APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 50.00% 50.00% 0.00% 0.00% 0.00% 0.00% 100.00% 0.00% PEAK HR : 05:00 PM 293 0 0 TOTAL
PEAK HR VOL : 0 4 0 0 0 2 0 0 1 0 0 0 0 0 0 0 7
PEAK HR FACTOR : 0.000 0.500 0.000 0.000 0.000 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21-070099-002
7/1/2021
05:00 PM - 06:00 PM

0.875 0.500 0.250 0.250
07:30 AM - 08:30 AM

0.250
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.250
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Bikes
Zinfandel Dr Zinfandel Dr Bear Hollow Dr/Frogs Leap Dr Bear Hollow Dr/Frogs Leap Dr ITEM 11.3. ATTACHMENT 4

Page 512 of 1542 ends

National Data & Surveying ServicesIntersection Turning
Movement Count
Location: Zinfandel Dr & Bear Hollow Dr/Frogs Leap Dr Project ID:

City: Rancho Cordova Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 1 0 0 0 1
7:30 AM 2 0 0 0 2 0 0 0 4
7:45 AM 0 0 0 0 2 3 0 0 5
8:00 AM 0 0 0 0 2 0 0 0 2
8:15 AM 0 2 0 0 0 4 0 0 6
8:30 AM 0 0 0 0 2 0 0 0 2
8:45 AM 0 0 0 0 3 0 0 0 3

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 2 2 0 0 12 7 0 0 23
APPROACH %'s : 50.00% 50.00% 63.16% 36.84%
PEAK HR : 07:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 2 2 0 0 6 7 0 0 17
PEAK HR FACTOR : 0.250 0.250 0.750 0.438
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
4:00 PM 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 1 0 0 0 1
5:15 PM 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 0 0 0 0 1 0 0 0 1
APPROACH %'s : 100.00% 0.00%
PEAK HR : 05:00 PM 290 -3 -3 TOTAL
PEAK HR VOL : 0 0 0 0 1 0 0 0 1
PEAK HR FACTOR : 0.250
21-070099-002
7/1/2021

0.250 0.250
05:00 PM - 06:00 PM

0.708 0.500

PM NORTH LEG SOUTH LEG EAST LEG WEST LEG

0.650
07:30 AM - 08:30 AM

AM NORTH LEG SOUTH LEG EAST LEG WEST LEG
Data - Pedestrians (Crosswalks)
Zinfandel Dr Zinfandel Dr Bear Hollow Dr/Frogs Leap
Dr
Bear Hollow Dr/Frogs Leap
Dr
ITEM 11.3. ATTACHMENT 4

Page 513 of 1542 ends

Prepared by National Data & Surveying Services
ID: 21-070099-003 Day:

City: Rancho Cordova Date:

AM 20 256 15 8 AM
NOON 0 0 0 0 NOON
PM 8 641 18 13 PM

AM NOON PM PM NOON AM
0 0 0 0
0 19 0 18
0 5 0 13
0 0 0 0 0 61 0 18
0 0 13 0 TEV 923 0 1253 0 0 0 0
0 0 13 0 PHF 0.86 0.94
6 0 10 0
0 0 0 0

AM NOON PM PM NOON AM
PM 1 4 419 28 PM
NOON 0 0 0 0 NOON
AM 4 10 530 25 AM
0 NONE
04:45 PM - 05:45 PM 464
Zinfandel Dr & Baroque Dr Loop South/N Mather Blvd
Peak Hour Turning Movement Count
Zinfandel Dr Thursday
SOUTHBOUND 7/1/2021

PEAK HOURS
4:00 PM - 06:00 PM
07:30 AM - 08:30 AM 556 7:00 AM - 09:00 AM

COUNT PERIODS
NONE
59 0 40
Cars (AM) 713 HT (AM)
Baroque Dr Loop South/N Mather Blvd

EASTBOUND

WESTBOUND
Baroque Dr Loop South/N Mather Blvd
43 0 17

CONTROL
Signalized
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 284

NORTHBOUND
Zinfandel Dr
Cars (NOON) HT (NOON)

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON

PMNOONAMAMNOONPM

PMNOONAMAMNOONPM
0 0
0 0
0 0
00 000
0 0
0 0
0 0
0 00 000 0
0 0
0 1
0 1
140
180
0 0
0 0
0 0
000
000
0 0
1 0
0 0
041
010
19 5
10 60
13 12
763718
341128
0 0
0 0
0 0
000
000
18 13
5 18
0 0
2025214
1052925
3464-02
ITEM 11.3. ATTACHMENT 4

Page 514 of 1542 ends

National Data & Surveying ServicesIntersection Turning Movement Count Location: Zinfandel Dr & Baroque Dr Loop South/N Mather Blvd City: Rancho Cordova Project ID:

Control: Signalized Date:

NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 100 5 0 3 54 0 0 1 2 1 0 5 0 1 0 172
7:15 AM 3 106 5 0 0 56 4 1 0 0 0 0 3 3 2 0 183
7:30 AM 2 146 8 1 3 54 5 1 0 0 2 0 4 4 6 0 236
7:45 AM 4 157 11 1 3 68 8 1 0 0 3 0 7 1 4 0 268
8:00 AM 3 110 5 1 7 72 1 2 0 0 0 0 5 4 3 0 213
8:15 AM 1 117 1 1 2 62 6 4 0 0 1 0 2 4 5 0 206
8:30 AM 2 103 9 0 3 58 4 2 0 0 0 0 3 0 0 0 184
8:45 AM 2 95 4 0 2 75 2 3 1 0 1 0 2 1 6 0 194

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 17 934 48 4 23 499 30 14 2 2 8 0 31 17 27 0 1656 APPROACH %'s : 1.69% 93.12% 4.79% 0.40% 4.06% 88.16% 5.30% 2.47% 16.67% 16.67% 66.67% 0.00% 41.33% 22.67% 36.00% 0.00% PEAK HR : 07:30 AM 39 TOTAL
PEAK HR VOL : 10 530 25 4 15 256 20 8 0 0 6 0 18 13 18 0 923 PEAK HR FACTOR : 0.625 0.844 0.568 1.000 0.536 0.889 0.625 0.500 0.000 0.000 0.500 0.000 0.643 0.813 0.750 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 1 90 6 0 4 120 0 3 3 4 3 0 14 1 2 0 251
4:15 PM 5 111 10 0 7 160 1 2 2 3 0 0 9 1 3 0 314
4:30 PM 0 96 10 0 2 163 2 1 6 1 4 0 10 1 8 0 304
4:45 PM 1 105 4 1 4 150 2 1 1 2 1 0 14 3 5 0 294
5:00 PM 0 97 8 0 4 172 2 6 8 6 6 0 18 0 8 0 335
5:15 PM 2 106 9 0 6 144 2 4 3 1 3 0 20 1 3 0 304
5:30 PM 1 111 7 0 4 175 2 2 1 4 0 0 9 1 3 0 320
5:45 PM 1 125 6 0 4 143 0 0 0 2 0 0 8 0 2 0 291

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 11 841 60 1 35 1227 11 19 24 23 17 0 102 8 34 0 2413 APPROACH %'s : 1.20% 92.11% 6.57% 0.11% 2.71% 94.97% 0.85% 1.47% 37.50% 35.94% 26.56% 0.00% 70.83% 5.56% 23.61% 0.00% PEAK HR : 04:45 PM 12:00 AM TOTAL
PEAK HR VOL : 4 419 28 1 18 641 8 13 13 13 10 0 61 5 19 0 1253 PEAK HR FACTOR : 0.500 0.944 0.778 0.250 0.750 0.916 1.000 0.542 0.406 0.542 0.417 0.000 0.763 0.417 0.594 0.000 21-070099-003
7/1/2021
Data - Total
Zinfandel Dr Zinfandel Dr Baroque Dr Loop South/N Mather Blvd Baroque Dr Loop South/N Mather Blvd AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
07:30 AM - 08:30 AM

0.861 0.822 0.912 0.500 0.875
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
04:45 PM - 05:45 PM

0.935 0.950 0.924 0.450 0.817
ITEM 11.3. ATTACHMENT 4

Page 515 of 1542 ends

National Data & Surveying ServicesIntersection Turning Movement Count Location: Zinfandel Dr & Baroque Dr Loop South/N Mather Blvd City: Rancho Cordova Project ID:

Control: Signalized Date:

NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 98 5 0 3 51 0 0 1 2 1 0 5 0 1 0 167
7:15 AM 3 103 5 0 0 54 4 1 0 0 0 0 3 3 2 0 178
7:30 AM 2 146 8 1 2 51 5 1 0 0 2 0 4 4 6 0 232
7:45 AM 4 157 11 1 3 68 8 1 0 0 2 0 7 1 4 0 267
8:00 AM 3 110 5 1 7 72 1 2 0 0 0 0 5 4 3 0 213
8:15 AM 1 116 1 1 2 61 6 4 0 0 1 0 2 4 5 0 204
8:30 AM 2 102 9 0 3 56 4 2 0 0 0 0 3 0 0 0 181
8:45 AM 2 94 4 0 2 71 1 3 1 0 1 0 1 1 6 0 187

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 17 926 48 4 22 484 29 14 2 2 7 0 30 17 27 0 1629 APPROACH %'s : 1.71% 93.07% 4.82% 0.40% 4.01% 88.16% 5.28% 2.55% 18.18% 18.18% 63.64% 0.00% 40.54% 22.97% 36.49% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 10 529 25 4 14 252 20 8 0 0 5 0 18 13 18 0 916 PEAK HR FACTOR : 0.625 0.842 0.568 1.000 0.500 0.875 0.625 0.500 0.000 0.000 0.625 0.000 0.643 0.813 0.750 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 1 90 6 0 4 118 0 3 3 4 3 0 14 1 2 0 249
4:15 PM 2 111 10 0 7 160 1 2 2 3 0 0 9 1 3 0 311
4:30 PM 0 96 10 0 2 161 2 1 6 1 3 0 10 1 8 0 301
4:45 PM 1 103 4 1 4 149 1 1 1 2 1 0 14 3 5 0 290
5:00 PM 0 94 8 0 4 171 2 6 7 6 6 0 18 0 8 0 330
5:15 PM 1 105 9 0 6 143 2 4 3 1 3 0 19 1 3 0 300
5:30 PM 1 109 7 0 4 174 2 2 1 4 0 0 9 1 3 0 317
5:45 PM 1 122 6 0 4 141 0 0 0 2 0 0 8 0 2 0 286

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 7 830 60 1 35 1217 10 19 23 23 16 0 101 8 34 0 2384 APPROACH %'s : 0.78% 92.43% 6.68% 0.11% 2.73% 95.00% 0.78% 1.48% 37.10% 37.10% 25.81% 0.00% 70.63% 5.59% 23.78% 0.00% PEAK HR : 04:45 PM 292 0 0 TOTAL
PEAK HR VOL : 3 411 28 1 18 637 7 13 12 13 10 0 60 5 19 0 1237 PEAK HR FACTOR : 0.750 0.943 0.778 0.250 0.750 0.915 0.875 0.542 0.429 0.542 0.417 0.000 0.789 0.417 0.594 0.000 21-070099-003
7/1/2021
04:45 PM - 05:45 PM

0.937 0.947 0.922 0.461 0.808
07:30 AM - 08:30 AM

0.858
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.821 0.896 0.625 0.875
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Cars
Zinfandel Dr Zinfandel Dr Baroque Dr Loop South/N Mather Blvd Baroque Dr Loop South/N Mather Blvd ITEM 11.3. ATTACHMENT 4

Page 516 of 1542 ends

National Data & Surveying ServicesIntersection Turning Movement Count Location: Zinfandel Dr & Baroque Dr Loop South/N Mather Blvd City: Rancho Cordova Project ID:

Control: Signalized Date:

NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 2 0 0 0 3 0 0 0 0 0 0 0 0 0 0 5
7:15 AM 0 3 0 0 0 2 0 0 0 0 0 0 0 0 0 0 5
7:30 AM 0 0 0 0 1 3 0 0 0 0 0 0 0 0 0 0 4
7:45 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2
8:30 AM 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 3
8:45 AM 0 1 0 0 0 4 1 0 0 0 0 0 1 0 0 0 7

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 8 0 0 1 15 1 0 0 0 1 0 1 0 0 0 27
APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 5.88% 88.24% 5.88% 0.00% 0.00% 0.00% 100.00% 0.00% 100.00% 0.00% 0.00% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 0 1 0 0 1 4 0 0 0 0 1 0 0 0 0 0 7
PEAK HR FACTOR : 0.000 0.250 0.000 0.000 0.250 0.333 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2
4:15 PM 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
4:30 PM 0 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 3
4:45 PM 0 2 0 0 0 1 1 0 0 0 0 0 0 0 0 0 4
5:00 PM 0 3 0 0 0 1 0 0 1 0 0 0 0 0 0 0 5
5:15 PM 1 1 0 0 0 1 0 0 0 0 0 0 1 0 0 0 4
5:30 PM 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3
5:45 PM 0 3 0 0 0 2 0 0 0 0 0 0 0 0 0 0 5

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 4 11 0 0 0 10 1 0 1 0 1 0 1 0 0 0 29
APPROACH %'s : 26.67% 73.33% 0.00% 0.00% 0.00% 90.91% 9.09% 0.00% 50.00% 0.00% 50.00% 0.00% 100.00% 0.00% 0.00% 0.00% PEAK HR : 04:45 PM 292 0 0 TOTAL
PEAK HR VOL : 1 8 0 0 0 4 1 0 1 0 0 0 1 0 0 0 16
PEAK HR FACTOR : 0.250 0.667 0.000 0.000 0.000 1.000 0.250 0.000 0.250 0.000 0.000 0.000 0.250 0.000 0.000 0.000 21-070099-003
7/1/2021
04:45 PM - 05:45 PM

0.800 0.750 0.625 0.250 0.250
07:30 AM - 08:30 AM

0.438
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.250 0.313 0.250
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - HT
Zinfandel Dr Zinfandel Dr Baroque Dr Loop South/N Mather Blvd Baroque Dr Loop South/N Mather Blvd ITEM 11.3. ATTACHMENT 4

Page 517 of 1542 ends

National Data & Surveying ServicesIntersection Turning Movement Count Location: Zinfandel Dr & Baroque Dr Loop South/N Mather Blvd City: Rancho Cordova Project ID:

Control: Signalized Date:

NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 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 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 3
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 0 0 0 1 0 1 0 0 1 0 0 0 0 1 0 4
APPROACH %'s : 50.00% 0.00% 50.00% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 0.00% 100.00% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 3
PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 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 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH %'s :

PEAK HR : 04:45 PM 292 0 0 TOTAL
PEAK HR VOL : 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21-070099-003
7/1/2021
04:45 PM - 05:45 PM
07:30 AM - 08:30 AM

0.250
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.250 0.250 0.250
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Bikes
Zinfandel Dr Zinfandel Dr Baroque Dr Loop South/N Mather Blvd Baroque Dr Loop South/N Mather Blvd ITEM 11.3. ATTACHMENT 4

Page 518 of 1542 ends

National Data & Surveying ServicesIntersection Turning
Movement Count
Location: Zinfandel Dr & Baroque Dr Loop South/N Mather Blvd Project ID:

City: Rancho Cordova Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:00 AM 0 0 0 1 0 0 0 0 1
7:15 AM 1 0 0 0 1 0 0 0 2
7:30 AM 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 1 0 0 1 1 0 0 0 3
APPROACH %'s : 100.00% 0.00% 0.00% 100.00% 100.00% 0.00% PEAK HR : 07:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 0 0 0 0 0 0 0 0 0
PEAK HR FACTOR :

Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
4:00 PM 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 0 0 0 0 0 0 0 0 0
APPROACH %'s :

PEAK HR : 04:45 PM 289 -3 -3 TOTAL
PEAK HR VOL : 0 0 0 0 0 0 0 0 0
PEAK HR FACTOR :
21-070099-003
7/1/2021
04:45 PM - 05:45 PM

PM NORTH LEG SOUTH LEG EAST LEG WEST LEG
07:30 AM - 08:30 AM

AM NORTH LEG SOUTH LEG EAST LEG WEST LEG
Data - Pedestrians (Crosswalks)
Zinfandel Dr Zinfandel Dr Baroque Dr Loop South/N
Mather Blvd
Baroque Dr Loop South/N
Mather Blvd
ITEM 11.3. ATTACHMENT 4

Page 519 of 1542 ends

Prepared by National Data & Surveying Services
ID: 21-070099-004 Day:

City: Rancho Cordova Date:

AM 39 299 0 2 AM
NOON 0 0 0 0 NOON
PM 46 710 0 0 PM

AM NOON PM PM NOON AM
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0 0 0 0 0
35 0 46 0 TEV 973 0 1312 0 0 0 0
0 0 0 0 PHF 0.88 0.94
1 0 10 0
0 0 0 0

AM NOON PM PM NOON AM
PM 2 6 492 0 PM
NOON 0 0 0 0 NOON
AM 0 5 592 0 AM
0 NONE
05:00 PM - 06:00 PM 538
Zinfandel Dr & Spoto Dr
Peak Hour Turning Movement Count
Zinfandel Dr Thursday
SOUTHBOUND 7/1/2021

PEAK HOURS
4:00 PM - 06:00 PM
07:30 AM - 08:30 AM 629 7:00 AM - 09:00 AM

COUNT PERIODS
NONE
0 0 0
Cars (AM) 722 HT (AM)
Spoto Dr

EASTBOUND

WESTBOUND
Spoto Dr
44 0 52

CONTROL
Signalized
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 300

NORTHBOUND
Zinfandel Dr
Cars (NOON) HT (NOON)

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON

PMNOONAMAMNOONPM

PMNOONAMAMNOONPM
0 0
0 0
0 0
00 110
0 0
0 0
0 0
0 00 000 0
0 0
0 0
0 2
050
0100
0 0
0 0
0 0
000
000
0 0
0 0
0 0
160
010
0 0
10 0
0 44
467050
64820
0 0
0 0
0 0
000
000
0 0
1 0
0 35
382930
55910
3464-02
ITEM 11.3. ATTACHMENT 4

Page 520 of 1542 ends

National Data & Surveying ServicesIntersection Turning Movement Count Location: Zinfandel Dr & Spoto Dr
City: Rancho Cordova Project ID:

Control: Signalized Date:

NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 2 108 0 0 0 52 9 0 4 0 1 0 0 0 0 0 176
7:15 AM 1 121 0 0 0 61 9 0 5 0 0 0 0 0 0 0 197
7:30 AM 1 156 0 0 0 65 12 0 8 0 0 0 0 0 0 0 242
7:45 AM 2 174 0 0 0 78 13 0 10 0 0 0 0 0 0 0 277
8:00 AM 1 126 0 0 0 80 8 0 8 0 0 0 0 0 0 0 223
8:15 AM 1 136 0 0 0 76 6 2 9 0 1 0 0 0 0 0 231
8:30 AM 1 115 0 0 0 62 3 0 15 0 2 0 0 0 0 0 198
8:45 AM 1 114 0 0 0 82 7 0 9 0 1 0 0 0 0 0 214

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 10 1050 0 0 0 556 67 2 68 0 5 0 0 0 0 0 1758 APPROACH %'s : 0.94% 99.06% 0.00% 0.00% 0.00% 88.96% 10.72% 0.32% 93.15% 0.00% 6.85% 0.00% PEAK HR : 07:30 AM 39 TOTAL
PEAK HR VOL : 5 592 0 0 0 299 39 2 35 0 1 0 0 0 0 0 973 PEAK HR FACTOR : 0.625 0.851 0.000 0.000 0.000 0.934 0.750 0.250 0.875 0.000 0.250 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 1 100 0 0 0 143 15 0 17 0 2 0 0 0 0 0 278
4:15 PM 1 125 0 1 0 175 12 1 14 0 4 0 0 0 0 0 333
4:30 PM 1 110 0 0 0 188 18 0 10 0 0 0 0 0 0 0 327
4:45 PM 2 106 0 0 0 149 6 0 14 0 1 0 0 0 0 0 278
5:00 PM 1 117 0 0 0 197 14 0 17 0 4 0 0 0 0 0 350
5:15 PM 3 121 0 1 0 162 12 0 14 0 2 0 0 0 0 0 315
5:30 PM 1 120 0 1 0 198 11 0 7 0 3 0 0 0 0 0 341
5:45 PM 1 134 0 0 0 153 9 0 8 0 1 0 0 0 0 0 306

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 11 933 0 3 0 1365 97 1 101 0 17 0 0 0 0 0 2528 APPROACH %'s : 1.16% 98.52% 0.00% 0.32% 0.00% 93.30% 6.63% 0.07% 85.59% 0.00% 14.41% 0.00% PEAK HR : 05:00 PM 12:00 AM TOTAL
PEAK HR VOL : 6 492 0 2 0 710 46 0 46 0 10 0 0 0 0 0 1312 PEAK HR FACTOR : 0.500 0.918 0.000 0.500 0.000 0.896 0.821 0.000 0.676 0.000 0.625 0.000 0.000 0.000 0.000 0.000 21-070099-004
7/1/2021
Data - Total
Zinfandel Dr Zinfandel Dr Spoto Dr Spoto Dr
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
07:30 AM - 08:30 AM

0.878 0.848 0.934 0.900
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
05:00 PM - 06:00 PM

0.937 0.926 0.896 0.667
ITEM 11.3. ATTACHMENT 4

Page 521 of 1542 ends

National Data & Surveying ServicesIntersection Turning Movement Count Location: Zinfandel Dr & Spoto Dr
City: Rancho Cordova Project ID:

Control: Signalized Date:

NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 2 106 0 0 0 50 8 0 4 0 1 0 0 0 0 0 171
7:15 AM 1 118 0 0 0 59 8 0 5 0 0 0 0 0 0 0 191
7:30 AM 1 156 0 0 0 61 11 0 8 0 0 0 0 0 0 0 237
7:45 AM 2 174 0 0 0 77 13 0 10 0 0 0 0 0 0 0 276
8:00 AM 1 126 0 0 0 80 8 0 8 0 0 0 0 0 0 0 223
8:15 AM 1 135 0 0 0 75 6 2 9 0 1 0 0 0 0 0 229
8:30 AM 1 114 0 0 0 60 3 0 15 0 1 0 0 0 0 0 194
8:45 AM 1 113 0 0 0 78 7 0 8 0 1 0 0 0 0 0 208

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 10 1042 0 0 0 540 64 2 67 0 4 0 0 0 0 0 1729 APPROACH %'s : 0.95% 99.05% 0.00% 0.00% 0.00% 89.11% 10.56% 0.33% 94.37% 0.00% 5.63% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 5 591 0 0 0 293 38 2 35 0 1 0 0 0 0 0 965 PEAK HR FACTOR : 0.625 0.849 0.000 0.000 0.000 0.916 0.731 0.250 0.875 0.000 0.250 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 1 100 0 0 0 141 15 0 17 0 2 0 0 0 0 0 276
4:15 PM 1 125 0 1 0 175 12 1 13 0 4 0 0 0 0 0 332
4:30 PM 1 110 0 0 0 185 18 0 10 0 0 0 0 0 0 0 324
4:45 PM 2 104 0 0 0 148 6 0 14 0 1 0 0 0 0 0 275
5:00 PM 1 113 0 0 0 196 14 0 17 0 4 0 0 0 0 0 345
5:15 PM 3 120 0 1 0 161 12 0 13 0 2 0 0 0 0 0 312
5:30 PM 1 118 0 1 0 197 11 0 6 0 3 0 0 0 0 0 337
5:45 PM 1 131 0 0 0 151 9 0 8 0 1 0 0 0 0 0 301

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 11 921 0 3 0 1354 97 1 98 0 17 0 0 0 0 0 2502 APPROACH %'s : 1.18% 98.50% 0.00% 0.32% 0.00% 93.25% 6.68% 0.07% 85.22% 0.00% 14.78% 0.00% PEAK HR : 05:00 PM 293 0 0 TOTAL
PEAK HR VOL : 6 482 0 2 0 705 46 0 44 0 10 0 0 0 0 0 1295 PEAK HR FACTOR : 0.500 0.920 0.000 0.500 0.000 0.895 0.821 0.000 0.647 0.000 0.625 0.000 0.000 0.000 0.000 0.000 21-070099-004
7/1/2021
05:00 PM - 06:00 PM

0.938 0.928 0.894 0.643
07:30 AM - 08:30 AM

0.874
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.847 0.925 0.900
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Cars
Zinfandel Dr Zinfandel Dr Spoto Dr Spoto Dr
ITEM 11.3. ATTACHMENT 4

Page 522 of 1542 ends

National Data & Surveying ServicesIntersection Turning Movement Count Location: Zinfandel Dr & Spoto Dr
City: Rancho Cordova Project ID:

Control: Signalized Date:

NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 2 0 0 0 2 1 0 0 0 0 0 0 0 0 0 5
7:15 AM 0 3 0 0 0 2 1 0 0 0 0 0 0 0 0 0 6
7:30 AM 0 0 0 0 0 4 1 0 0 0 0 0 0 0 0 0 5
7:45 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2
8:30 AM 0 1 0 0 0 2 0 0 0 0 1 0 0 0 0 0 4
8:45 AM 0 1 0 0 0 4 0 0 1 0 0 0 0 0 0 0 6

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 8 0 0 0 16 3 0 1 0 1 0 0 0 0 0 29
APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 84.21% 15.79% 0.00% 50.00% 0.00% 50.00% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 0 1 0 0 0 6 1 0 0 0 0 0 0 0 0 0 8
PEAK HR FACTOR : 0.000 0.250 0.000 0.000 0.000 0.375 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2
4:15 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1
4:30 PM 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 3
4:45 PM 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3
5:00 PM 0 4 0 0 0 1 0 0 0 0 0 0 0 0 0 0 5
5:15 PM 0 1 0 0 0 1 0 0 1 0 0 0 0 0 0 0 3
5:30 PM 0 2 0 0 0 1 0 0 1 0 0 0 0 0 0 0 4
5:45 PM 0 3 0 0 0 2 0 0 0 0 0 0 0 0 0 0 5

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 12 0 0 0 11 0 0 3 0 0 0 0 0 0 0 26
APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% PEAK HR : 05:00 PM 293 0 0 TOTAL
PEAK HR VOL : 0 10 0 0 0 5 0 0 2 0 0 0 0 0 0 0 17
PEAK HR FACTOR : 0.000 0.625 0.000 0.000 0.000 0.625 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21-070099-004
7/1/2021
05:00 PM - 06:00 PM

0.850 0.625 0.625 0.500
07:30 AM - 08:30 AM

0.400
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.250 0.350
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - HT
Zinfandel Dr Zinfandel Dr Spoto Dr Spoto Dr
ITEM 11.3. ATTACHMENT 4

Page 523 of 1542 ends

National Data & Surveying ServicesIntersection Turning Movement Count Location: Zinfandel Dr & Spoto Dr
City: Rancho Cordova Project ID:

Control: Signalized Date:

NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
7:30 AM 0 0 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 2 0 0 0 0 0 2
8:00 AM 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 2
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 1 1 0 0 0 0 0 0 1 0 3 0 0 0 0 0 6
APPROACH %'s : 50.00% 50.00% 0.00% 0.00% 25.00% 0.00% 75.00% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 0 1 0 0 0 0 0 0 0 0 3 0 0 0 0 0 4
PEAK HR FACTOR : 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.375 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2
4:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
4:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
4:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
5:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
5:15 PM 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 4
5:30 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 8 0 0 0 2 2 0 0 0 0 0 0 0 0 0 12
APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 50.00% 50.00% 0.00% PEAK HR : 05:00 PM 293 0 0 TOTAL
PEAK HR VOL : 0 5 0 0 0 0 2 0 0 0 0 0 0 0 0 0 7
PEAK HR FACTOR : 0.000 0.625 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21-070099-004
7/1/2021
05:00 PM - 06:00 PM

0.438 0.625 0.250
07:30 AM - 08:30 AM

0.500
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.250 0.375
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Bikes
Zinfandel Dr Zinfandel Dr Spoto Dr Spoto Dr
ITEM 11.3. ATTACHMENT 4

Page 524 of 1542 ends

National Data & Surveying ServicesIntersection Turning
Movement Count
Location: Zinfandel Dr & Spoto Dr Project ID:

City: Rancho Cordova Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 1 0 0 0 0 0 1
7:45 AM 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 1 0 0 0 0 1
8:30 AM 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 1 0 0 0 0 1

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 0 0 1 2 0 0 0 0 3
APPROACH %'s : 33.33% 66.67%
PEAK HR : 07:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 0 0 1 1 0 0 0 0 2
PEAK HR FACTOR : 0.250 0.250
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
4:00 PM 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 1 0 0 0 0 1 2
5:00 PM 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 0 0 1 0 0 0 0 1 2
APPROACH %'s : 100.00% 0.00% 0.00% 100.00%
PEAK HR : 05:00 PM 290 -3 -3 TOTAL
PEAK HR VOL : 0 0 0 0 0 0 0 0 0
PEAK HR FACTOR :
21-070099-004
7/1/2021
05:00 PM - 06:00 PM

0.500

PM NORTH LEG SOUTH LEG EAST LEG WEST LEG

0.500
07:30 AM - 08:30 AM

AM NORTH LEG SOUTH LEG EAST LEG WEST LEG
Data - Pedestrians (Crosswalks)
Zinfandel Dr Zinfandel Dr Spoto Dr Spoto Dr
ITEM 11.3. ATTACHMENT 4

Page 525 of 1542 ends

Prepared by National Data & Surveying Services
ID: 21-070099-005 Day:

City: Rancho Cordova Date:

AM 0 337 23 0 AM
NOON 0 0 0 0 NOON
PM 0 759 45 0 PM

AM NOON PM PM NOON AM
0 0 0 0
0 34 0 47
0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 TEV 1037 0 1378 0 0 0 0
0 0 0 0 PHF 0.91 0.96
0 0 0 0
0 0 0 0

AM NOON PM PM NOON AM
PM 2 0 530 8 PM
NOON 0 0 0 0 NOON
AM 0 0 624 6 AM
0 NONE
05:00 PM - 06:00 PM 564
Zinfandel Dr & Baroque Dr Loop North
Peak Hour Turning Movement Count
Zinfandel Dr Thursday
SOUTHBOUND 7/1/2021

PEAK HOURS
4:00 PM - 06:00 PM
07:30 AM - 08:30 AM 671 7:00 AM - 09:00 AM

COUNT PERIODS
NONE
53 0 29
Cars (AM) 761 HT (AM)
Baroque Dr Loop NorthEASTBOUND
0 0 0

WESTBOUND
Baroque Dr Loop North

CONTROL
1-Way Stop(WB)
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 337

NORTHBOUND
Zinfandel Dr
Cars (NOON) HT (NOON)

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON

PMNOONAMAMNOONPM

PMNOONAMAMNOONPM
0 0
0 0
0 0
00 000
0 1
0 1
0 0
6 00 000 0
0 0
0 0
0 0
054
0120
0 0
0 0
0 0
000
000
4 0
0 0
0 0
070
010
34 0
0 0
0 0
075441
05188
0 0
0 0
0 0
000
000
43 0
0 0
0 0
033023
06236
3464-02
ITEM 11.3. ATTACHMENT 4

Page 526 of 1542 ends

National Data & Surveying ServicesIntersection Turning Movement Count Location: Zinfandel Dr & Baroque Dr Loop North
City: Rancho Cordova Project ID:

Control: 1-Way Stop(WB) Date:

NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 111 1 0 1 57 0 0 0 0 0 0 0 0 10 0 180
7:15 AM 0 122 0 0 5 72 0 0 0 0 0 0 0 0 7 0 206
7:30 AM 0 165 1 0 2 74 0 0 0 0 0 0 0 0 10 0 252
7:45 AM 0 174 3 0 5 91 0 0 0 0 0 0 0 0 13 0 286
8:00 AM 0 139 1 0 8 90 0 0 0 0 0 0 0 0 13 0 251
8:15 AM 0 146 1 0 8 82 0 0 0 0 0 0 0 0 11 0 248
8:30 AM 0 121 2 0 5 70 0 0 0 0 0 0 0 0 13 0 211
8:45 AM 0 126 3 0 6 86 0 0 0 0 0 0 0 0 9 0 230

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 1104 12 0 40 622 0 0 0 0 0 0 0 0 86 0 1864 APPROACH %'s : 0.00% 98.92% 1.08% 0.00% 6.04% 93.96% 0.00% 0.00% 0.00% 0.00% 100.00% 0.00% PEAK HR : 07:30 AM 39 TOTAL
PEAK HR VOL : 0 624 6 0 23 337 0 0 0 0 0 0 0 0 47 0 1037 PEAK HR FACTOR : 0.000 0.897 0.500 0.000 0.719 0.926 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.904 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 0 113 1 0 13 156 0 0 0 0 0 0 0 0 11 0 294
4:15 PM 0 142 1 0 11 192 0 0 0 0 0 0 0 0 3 0 349
4:30 PM 0 114 2 0 10 202 0 0 0 0 0 0 0 0 16 0 344
4:45 PM 0 120 2 0 10 158 0 1 0 0 0 0 0 0 7 0 298
5:00 PM 0 126 3 0 9 208 0 0 0 0 0 0 0 0 13 0 359
5:15 PM 0 138 3 1 16 182 0 0 0 0 0 0 0 0 5 0 345
5:30 PM 0 124 1 0 8 202 0 0 0 0 0 0 0 0 7 0 342
5:45 PM 0 142 1 1 12 167 0 0 0 0 0 0 0 0 9 0 332

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 1019 14 2 89 1467 0 1 0 0 0 0 0 0 71 0 2663 APPROACH %'s : 0.00% 98.45% 1.35% 0.19% 5.72% 94.22% 0.00% 0.06% 0.00% 0.00% 100.00% 0.00% PEAK HR : 05:00 PM 12:00 AM TOTAL
PEAK HR VOL : 0 530 8 2 45 759 0 0 0 0 0 0 0 0 34 0 1378 PEAK HR FACTOR : 0.000 0.933 0.667 0.500 0.703 0.912 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.654 0.000 21-070099-005
7/1/2021
Data - Total
Zinfandel Dr Zinfandel Dr Baroque Dr Loop North Baroque Dr Loop North AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
07:30 AM - 08:30 AM

0.906 0.890 0.918 0.904
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
05:00 PM - 06:00 PM

0.960 0.938 0.926 0.654
ITEM 11.3. ATTACHMENT 4

Page 527 of 1542 ends

National Data & Surveying ServicesIntersection Turning Movement Count Location: Zinfandel Dr & Baroque Dr Loop North
City: Rancho Cordova Project ID:

Control: 1-Way Stop(WB) Date:

NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 109 1 0 1 55 0 0 0 0 0 0 0 0 9 0 175
7:15 AM 0 119 0 0 5 69 0 0 0 0 0 0 0 0 6 0 199
7:30 AM 0 165 1 0 2 69 0 0 0 0 0 0 0 0 9 0 246
7:45 AM 0 174 3 0 5 90 0 0 0 0 0 0 0 0 12 0 284
8:00 AM 0 139 1 0 8 90 0 0 0 0 0 0 0 0 12 0 250
8:15 AM 0 145 1 0 8 81 0 0 0 0 0 0 0 0 10 0 245
8:30 AM 0 120 2 0 5 68 0 0 0 0 0 0 0 0 12 0 207
8:45 AM 0 124 3 0 6 82 0 0 0 0 0 0 0 0 8 0 223

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 1095 12 0 40 604 0 0 0 0 0 0 0 0 78 0 1829 APPROACH %'s : 0.00% 98.92% 1.08% 0.00% 6.21% 93.79% 0.00% 0.00% 0.00% 0.00% 100.00% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 0 623 6 0 23 330 0 0 0 0 0 0 0 0 43 0 1025 PEAK HR FACTOR : 0.000 0.895 0.500 0.000 0.719 0.917 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.896 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 0 113 1 0 11 154 0 0 0 0 0 0 0 0 11 0 290
4:15 PM 0 141 1 0 10 192 0 0 0 0 0 0 0 0 3 0 347
4:30 PM 0 114 2 0 9 199 0 0 0 0 0 0 0 0 16 0 340
4:45 PM 0 118 2 0 9 157 0 1 0 0 0 0 0 0 7 0 294
5:00 PM 0 122 3 0 9 207 0 0 0 0 0 0 0 0 13 0 354
5:15 PM 0 136 3 1 14 181 0 0 0 0 0 0 0 0 5 0 340
5:30 PM 0 121 1 0 8 201 0 0 0 0 0 0 0 0 7 0 338
5:45 PM 0 139 1 1 10 165 0 0 0 0 0 0 0 0 9 0 325

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 1004 14 2 80 1456 0 1 0 0 0 0 0 0 71 0 2628 APPROACH %'s : 0.00% 98.43% 1.37% 0.20% 5.20% 94.73% 0.00% 0.07% 0.00% 0.00% 100.00% 0.00% PEAK HR : 05:00 PM 293 0 0 TOTAL
PEAK HR VOL : 0 518 8 2 41 754 0 0 0 0 0 0 0 0 34 0 1357 PEAK HR FACTOR : 0.000 0.932 0.667 0.500 0.732 0.911 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.654 0.000 21-070099-005
7/1/2021
05:00 PM - 06:00 PM

0.958 0.936 0.920 0.654
07:30 AM - 08:30 AM

0.902
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.888 0.901 0.896
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Cars
Zinfandel Dr Zinfandel Dr Baroque Dr Loop North Baroque Dr Loop North ITEM 11.3. ATTACHMENT 4

Page 528 of 1542 ends

National Data & Surveying ServicesIntersection Turning Movement Count Location: Zinfandel Dr & Baroque Dr Loop North
City: Rancho Cordova Project ID:

Control: 1-Way Stop(WB) Date:

NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 2 0 0 0 2 0 0 0 0 0 0 0 0 1 0 5
7:15 AM 0 3 0 0 0 3 0 0 0 0 0 0 0 0 1 0 7
7:30 AM 0 0 0 0 0 5 0 0 0 0 0 0 0 0 1 0 6
7:45 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 2
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
8:15 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 1 0 3
8:30 AM 0 1 0 0 0 2 0 0 0 0 0 0 0 0 1 0 4
8:45 AM 0 2 0 0 0 4 0 0 0 0 0 0 0 0 1 0 7

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 9 0 0 0 18 0 0 0 0 0 0 0 0 8 0 35
APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 0.00% 100.00% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 0 1 0 0 0 7 0 0 0 0 0 0 0 0 4 0 12
PEAK HR FACTOR : 0.000 0.250 0.000 0.000 0.000 0.350 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 4
4:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2
4:30 PM 0 0 0 0 1 3 0 0 0 0 0 0 0 0 0 0 4
4:45 PM 0 2 0 0 1 1 0 0 0 0 0 0 0 0 0 0 4
5:00 PM 0 4 0 0 0 1 0 0 0 0 0 0 0 0 0 0 5
5:15 PM 0 2 0 0 2 1 0 0 0 0 0 0 0 0 0 0 5
5:30 PM 0 3 0 0 0 1 0 0 0 0 0 0 0 0 0 0 4
5:45 PM 0 3 0 0 2 2 0 0 0 0 0 0 0 0 0 0 7

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 15 0 0 9 11 0 0 0 0 0 0 0 0 0 0 35
APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 45.00% 55.00% 0.00% 0.00% PEAK HR : 05:00 PM 293 0 0 TOTAL
PEAK HR VOL : 0 12 0 0 4 5 0 0 0 0 0 0 0 0 0 0 21
PEAK HR FACTOR : 0.000 0.750 0.000 0.000 0.500 0.625 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21-070099-005
7/1/2021
05:00 PM - 06:00 PM

0.750 0.750 0.563
07:30 AM - 08:30 AM

0.500
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.250 0.350 1.000
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - HT
Zinfandel Dr Zinfandel Dr Baroque Dr Loop North Baroque Dr Loop North ITEM 11.3. ATTACHMENT 4

Page 529 of 1542 ends

National Data & Surveying ServicesIntersection Turning Movement Count Location: Zinfandel Dr & Baroque Dr Loop North
City: Rancho Cordova Project ID:

Control: 1-Way Stop(WB) Date:

NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2
4:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
4:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
4:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
5:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
5:15 PM 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 3
5:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 6 0 0 0 4 0 0 0 0 0 0 0 0 1 0 11
APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 0.00% 100.00% 0.00% PEAK HR : 05:00 PM 293 0 0 TOTAL
PEAK HR VOL : 0 3 0 0 0 2 0 0 0 0 0 0 0 0 1 0 6
PEAK HR FACTOR : 0.000 0.750 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 21-070099-005
7/1/2021
05:00 PM - 06:00 PM

0.500 0.750 0.250 0.250
07:30 AM - 08:30 AM

0.250
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.250
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Bikes
Zinfandel Dr Zinfandel Dr Baroque Dr Loop North Baroque Dr Loop North ITEM 11.3. ATTACHMENT 4

Page 530 of 1542 ends

National Data & Surveying ServicesIntersection Turning
Movement Count
Location: Zinfandel Dr & Baroque Dr Loop North Project ID:

City: Rancho Cordova Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 1 0 0 0 1
7:45 AM 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 2 0 0 2
8:15 AM 0 0 0 0 0 4 0 0 4
8:30 AM 0 0 0 0 1 0 0 0 1
8:45 AM 0 0 0 0 2 0 0 0 2

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 0 0 0 0 4 6 0 0 10
APPROACH %'s : 40.00% 60.00%
PEAK HR : 07:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 0 0 0 0 1 6 0 0 7
PEAK HR FACTOR : 0.250 0.375
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 0 0 0 0 1 0 0 0 1
APPROACH %'s : 100.00% 0.00%
PEAK HR : 05:00 PM 290 -3 -3 TOTAL
PEAK HR VOL : 0 0 0 0 1 0 0 0 1
PEAK HR FACTOR : 0.250
21-070099-005
7/1/2021

0.250 0.250
05:00 PM - 06:00 PM

0.438

PM NORTH LEG SOUTH LEG EAST LEG WEST LEG

0.438
07:30 AM - 08:30 AM

AM NORTH LEG SOUTH LEG EAST LEG WEST LEG
Data - Pedestrians (Crosswalks)
Zinfandel Dr Zinfandel Dr Baroque Dr Loop North Baroque Dr Loop North ITEM 11.3. ATTACHMENT 4

Page 531 of 1542 ends

Location: Stone Creek Community Bike Trail (NS) & Zinfandel Dr Crosswalk (EW) Day: Thursday City: Rancho Cordova Date: 7/1/2021
Signal Activation
(When Peds Press
The button)
Signal
Actuation
(EOY)
Classification Movement
Directions
Volume
(Peds & Bikes)

TIMESTAMP
(Pedistrian started
Crossng the Crosswalk)
Signal Green
(BOG) Notes
6:05:55 6:06:02 Peds NB 2 6:06:09 6:07:25
6:15:38 6:15:44 Bikes SB 1 6:15:42 6:16:18 Bikes Cross the crosswalk in Yellow light 6:15:44 Bikes SB 2 6:15:57 6:16:18
Peds SB 1 6:20:00 Peds Cross the Crosswalk in Green light Peds NB 1 6:25:48 Peds Cross the Crosswalk in Green light 6:33:08 6:33:14 Peds SB 1 6:33:32 6:37:47
Bikes NB 2 6:33:25 6:37:47
Peds SB 1 6:42:34 Peds Cross the Crosswalk in Green light Bikes SB 1 6:52:36 Bikes Cross the Crosswalk in Green light 6:55:36 6:56:50 Peds NB 2 6:56:54 6:57:27
7:00:16 7:00:21 Bikes NB 1 7:00:27 7:00:55
7:01:25 7:01:31 Peds SB 1 7:01:32 7:02:03
Peds NB 1 7:13:07 Peds Cross the Crosswalk in Green light Bikes NB 1 7:21:22 Bikes Cross the Crosswalk in Green light Bikes SB 1 7:32:49 Bikes Cross the Crosswalk in Green light 7:36:28 7:36:42 Bikes SB 2 7:36:48 7:37:15
Peds SB 1 8:04:38 Peds Cross the Crosswalk in Green light Bikes NB 1 8:24:02 Bikes Cross the Crosswalk in Green light 8:27:39 8:27:56 Bikes SB 1 8:28:00 8:29:11
Bikes SB 1 8:38:59 Bikes Cross the Crosswalk in Green light 8:41:12 8:41:26 Bikes NB 1 8:41:29 8:41:59
8:42:50 8:42:58 Peds NB 1 8:43:01 8:44:02
8:54:11 8:54:18 Bikes NB 1 8:54:27 8:54:51
Bikes NB 1 9:02:33 Bikes Cross the Crosswalk in Green light Bikes SB 1 9:27:47 Bikes Cross the Crosswalk in Green light Peds NB 1 9:24:07 Peds Cross the Crosswalk in Green light Peds SB 1 9:25:30 Peds Cross the Crosswalk in Green light 9:29:56 9:30:20 Bikes NB 1 9:30:25 9:30:58
Bikes SB 2 9:30:27 9:30:58
9:35:14 9:35:20 Peds NB 1 9:35:25 9:35:58
9:48:49 9:49:04 Peds SB 1 9:49:09 9:49:36
10:05:34 10:05:53 Peds NB 1 10:05:47 Peds Cross the crosswalk in Yellow light 10:14:44 10:14:53 Bikes SB 1 10:14:58 10:15:26
10:37:00 10:37:06 Peds NB 2 10:37:09 10:37:38
10:40:57 10:41:08 Bikes SB 3 10:41:15 10:41:47
11:05:59 11:06:04 Bikes NB 1 11:06:11 11:06:37
11:33:25 11:33:38 Bikes SB 1 11:33:43 11:34:51
12:13:40 12:13:48 Peds NB 1 12:13:50 12:14:20
12:54:54 12:55:00 Peds NB 1 12:55:04 12:55:33
Bikes SB 1 12:55:56 Bikes Cross the Crosswalk in Green light 12:58:02 12:58:10 Peds SB 1 12:58:17 12:58:44
13:02:02 13:02:17 Peds NB 1 13:02:15 13:02:51 Peds Cross the crosswalk in Yellow light 13:49:20 13:49:27 Bikes NB 2 13:49:32 13:49:59
14:26:48 14:27:02 Peds SB 1 14:27:04 14:27:35
Bikes NB 1 14:27:32 14:27:35
Bikes SB 1 14:46:59 Bikes Cross the Crosswalk in Green light 16:33:42 16:33:49 Bikes SB 1 16:33:53 16:34:23
16:43:35 16:44:05 Bikes SB 1 16:44:11 16:44:39
16:48:52 Bikes Cross the Crosswalk in Green light
17:35:29 17:35:34 Bikes NB 1 17:35:40 17:36:09
17:41:27 Bikes Cross the Crosswalk in Green light
18:41:49 Bikes Cross the Crosswalk in Green light
19:50:26 19:50:32 Peds NB 2 19:50:36 19:51:06
19:53:23 19:53:29 Peds NB 1 19:53:32 19:54:08

DURATION
AM
(6AM-10AM)
MID
(10AM-2PM)
PM
(2PM-8PM)
# of Signal Activation 14 11 6
PEDS (VOL) 16 7 4
BIKES (VOL) 21 9 5
Prepared by National Data & Surveying Services
Signal Activation & Actuation Study
3464-02
ITEM 11.3. ATTACHMENT 4

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ITEM 11.3. ATTACHMENT 4

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Location: Stone Creek Community Bike Trail (NS) & Zinfandel Dr Crosswalk (EW) Day: Saturday City: Rancho Cordova Date: 7/3/2021
Signal Activation
(When Peds Press The
button)
Signal
Actuation
(EOY)
Classification Movement
Directions
Volume
(Peds & Bikes)

TIMESTAMP
(Pedistrian started
Crossng the Crosswalk)
Signal Green
(BOG) Notes
Bikes SB 1 6:05:33 Bikes Cross the Crosswalk in Green light 6:18:15 6:18:21 Peds SB 1 6:18:27 6:19:29
6:21:42 6:21:48 Peds NB 1 6:21:53 6:22:45
6:23:58 6:24:04 Peds SB 2 6:24:07 6:24:36
6:27:47 6:27:55 Peds SB 1 6:28:01 6:28:27
6:29:22 6:29:33 Peds NB 2 6:29:30 6:30:25 Peds Cross the crosswalk in Yellow light 6:46:47 6:46:53 Peds NB 1 6:46:53 6:47:26
Peds NB 2 7:03:37 Peds Cross the Crosswalk in Green light Bikes NB 1 7:11:38 Bikes Cross the Crosswalk in Green light Bikes NB 1 7:27:40 Bikes Cross the Crosswalk in Green light 7:40:28 7:40:37 Bikes SB 2 7:40:42 7:41:10
7:40:28 7:40:37 Peds SB 2 7:40:52 7:41:10
Bikes NB 1 7:41:29 Bikes Cross the Crosswalk in Green light Bikes SB 1 7:45:30 Bikes Cross the Crosswalk in Green light 7:49:17 7:49:25 Bikes NB 1 7:49:31 7:50:34
Bikes SB 1 8:08:05 Bikes Cross the Crosswalk in Green light Bikes NB 1 8:15:06 Bikes Cross the Crosswalk in Green light Bikes SB 2 8:15:30 Bikes Cross the Crosswalk in Green light Bikes SB 2 8:17:29 Bikes Cross the Crosswalk in Green light 8:18:50 8:18:59 Peds SB 2 8:19:03 8:19:41
8:24:13 8:24:20 Peds SB 2 8:24:25 8:24:52
Peds SB 1 8:46:15 Peds Cross the Crosswalk in Green light Bikes SB 1 8:49:46 Bikes Cross the Crosswalk in Green light Bikes NB 2 8:50:00 Bikes Cross the Crosswalk in Green light Peds SB 1 8:54:36 Peds Cross the Crosswalk in Green light Bikes NB 1 8:56:15 Bikes Cross the Crosswalk in Green light Bikes SB 1 9:04:32 Bikes Cross the Crosswalk in Green light Peds NB 1 9:04:59 Peds Cross the Crosswalk in Green light 9:10:59 9:11:13 Bikes NB 2 9:11:20 9:11:45
9:29:10 9:29:14 Peds NB 1 9:29:17 9:30:00
Peds NB 1 9:36:09 Peds Cross the Crosswalk in Green light 9:44:12 9:44:21 Bikes SB 1 9:44:23 9:44:53
9:44:12 9:44:21 Peds SB 1 9:44:25 9:44:53
9:56:21 9:56:34 Bikes SB 2 9:56:42 9:57:22
10:08:35 10:08:48 Peds NB 1 10:08:51 10:09:23
10:08:35 10:08:48 Bikes NB 3 10:08:54 10:09:23
10:11:42 10:11:49 Bikes SB 2 10:11:54 10:12:21
10:27:00 10:27:17 Peds NB 2 10:27:19 10:28:14
10:28:32 10:28:41 Bikes SB 1 10:28:51 10:29:14
Peds SB 2 10:31:42 Peds Cross the Crosswalk in Green light 10:39:51 10:40:00 Peds NB 1 10:40:08 10:40:34
Bikes SB 1 10:49:16 Bikes Cross the Crosswalk in Green light 10:56:41 10:56:58 Peds SB 1 10:57:01 10:58:31
Bikes SB 1 11:49:43 Bikes Cross the Crosswalk in Green light Bikes SB 1 12:03:08 Bikes Cross the Crosswalk in Green light 12:26:39 12:26:45 Peds NB 1 12:26:49 12:27:18
Bikes SB 1 12:48:31 Bikes Cross the Crosswalk in Green light Bikes SB 1 12:49:59 Bikes Cross the Crosswalk in Green light Bikes SB 1 13:34:05 Bikes Cross the Crosswalk in Green light 14:36:48 14:36:54 Bikes SB 1 14:36:59 14:37:26
Bikes NB 1 14:51:08 Bikes Cross the Crosswalk in Green light Bikes NB 1 15:10:26 Bikes Cross the Crosswalk in Green light Bikes NB 1 15:18:14 Bikes Cross the Crosswalk in Green light 15:53:12 15:53:18 Peds NB 1 15:53:23 15:53:51
Peds NB 1 16:04:33 Peds Cross the Crosswalk in Green light Bikes SB 1 16:22:37 Bikes Cross the Crosswalk in Green light 16:26:59 16:27:05 Bikes NB 1 16:27:09 16:27:37
17:45:44 17:45:50 Bikes NB 1 17:45:55 17:46:22
Bikes SB 2 19:06:04 Bikes Cross the Crosswalk in Green light 19:10:08 19:10:17 Bikes SB 1 19:10:21 19:10:49
Peds SB 1 19:59:22 Peds Cross the Crosswalk in Green light

DURATION
AM
(6AM-10AM)
MID
(10AM-2PM)
PM
(2PM-8PM)
# of Signal Activation 16 8 5
PEDS (VOL) 22 8 3
BIKES (VOL) 24 12 10
Prepared by National Data & Surveying Services
Signal Activation & Actuation Study
ITEM 11.3. ATTACHMENT 4

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ITEM 11.3. ATTACHMENT 4

Page 535 of 1542 ends

kda 9 2021 AM PEAK

ZINFANDEL ADJUSTS COVID

NB LEFT NB THRU NB RIGHT SB LEFT SB THRU SB RIGHT EB LEFT EB THRU EB RIGHT WB LEFT WB THRU WB RIGHT NO IN SO OUT SO IN NO OUT YEAR
INTERNATIONAL 2016 280 820 110 542 333 198 92 368 75 111 402 61 1210 519 1073 973 2021 116 643 53 81 292 149 71 202 64 35 147 51 812 391 522 765

1.49 1.33
BEAR HOLLOW 2021 32 640 0 3 332 62 113 1 20 4 1 17 672 356 397 770 ADJUSMENT 1.49 1.49 1.49 1.33 1.33 1.33 1.49 1.49 1.33 1.33 1.49 1.49 48 954 0 4 442 82 168 1 27 5 1 25
ADJ 2021 50 955 0 5 445 85 170 1 30 5 5 25
BAROQUE NO 2021 0 624 9 23 337 0 0 0 0 0 0 47 633 337 360 671 ADJUSTMENT 1.49 1.49 1.49 1.33 1.33 1.33 1.49 1.49 1.33 1.33 1.49 1.49 0 930 13 31 448 0 0 0 0 0 0 70
ADJ 2021 0 930 15 30 450 0 0 0 0 0 0 70
SPOTO 2021 5 592 0 0 299 39 35 0 1 0 0 0 597 300 338 627 ADJUSTMENT 1.49 1.49 1.49 1.33 1.33 1.33 1.49 1.49 1.33 1.33 1.49 1.49 7 882 0 0 398 52 52 0 1 0 0 0
ADJ 2021 10 885 0 5 400 55 55 0 5 0 0 0
MATHER 2021 14 530 25 21 256 20 0 0 6 18 13 18 569 280 297 548 ADJUSTMENT 1.49 1.49 1.49 1.33 1.33 1.33 50 1.49 1.33 1.33 1.49 1.49 21 790 37 28 340 27 0 0 8 24 19 27
ADJ 2021 20 790 40 30 340 30 50 0 10 25 20 30
ITEM 11.3. ATTACHMENT 4

Page 536 of 1542 ends

kda 9 2021 pm peak

ZINFANDEL ADJUSTS COVID

NB LEFT NB THRU NB RIGHT SB LEFT SB THRU SB RIGHT EB LEFT EB THRU EB RIGHT WB LEFT WB THRU WB RIGHT NO IN SO OUT YEAR
INTERNATIONAL 2016 127 473 80 153 769 180 286 512 227 176 452 123 680 1172 2021 110 581 36 128 673 84 210 265 162 79 285 141 727 914

0.94 1.28
BEAR HOLLOW 2021 17 538 8 26 772 127 111 3 25 4 1 16 563 801 925 ADJUSMENT 1 1 1 1.29 1.29 1.29 1 1 1.29 1.29 1 1
17 538 8 34 996 164 111 3 32 5 1 16
ADJ 2021 20 540 10 40 1000 165 130 5 35 5 5 20
BAROQUE NO 2021 0 530 8 45 759 0 0 0 0 0 0 34 538 759 804 ADJUSTMENT 1 1 1 1.29 1.29 1.29 1 1 1.29 1.29 1 1
0 530 8 58 979 0 0 0 0 0 0 34
ADJ 2021 0 530 10 60 980 0 0 0 0 0 0 35
SPOTO 2021 8 492 0 0 710 46 46 0 10 0 0 0 500 720 756
ADJUSTMENT 1 1 1 1.29 1.29 1.29 1 1 1 1.29 1 1
8 492 0 0 916 59 46 0 10 0 0 0
ADJ 2021 10 495 0 0 920 60 50 0 10 0 0 0
MATHER 2021 5 419 28 31 641 8 13 13 10 61 5 19 452 712 680 ADJUSTMENT 1 1 1 1.29 1.29 1.29 1 1 1.29 1.29 1 1
5 419 28 40 827 10 13 13 13 79 5 19
ADJ 2021 10 420 30 45 825 15 15 15 15 80 5 20
ITEM 11.3. ATTACHMENT 4

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ITEM 11.3. ATTACHMENT 4

Page 538 of 1542 ends

HCM 6th Signalized Intersection Summary AM EXISTING
1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR 09/22/2021 STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 2
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Volume (veh/h) 5 445 85 50 955 0 170 1 30 5 5 25 Future Volume (veh/h) 5 445 85 50 955 0 170 1 30 5 5 25 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 5 484 92 54 1038 0 185 1 33 5 5 27 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 7 790 147 190 1483 0 237 318 270 7 10 57
Arrive On Green 0.00 0.18 0.18 0.11 0.29 0.00 0.13 0.17 0.17 0.00 0.04 0.04 Sat Flow, veh/h 1781 4326 804 1781 5274 0 1781 1870 1585 1781 254 1370 Grp Volume(v), veh/h 5 379 197 54 1038 0 185 1 33 5 0 32 Grp Sat Flow(s),veh/h/ln 1781 1702 1726 1781 1702 0 1781 1870 1585 1781 0 1624 Q Serve(g_s), s 0.1 4.0 4.1 1.1 7.0 0.0 3.9 0.0 0.4 0.1 0.0 0.7 Cycle Q Clear(g_c), s 0.1 4.0 4.1 1.1 7.0 0.0 3.9 0.0 0.4 0.1 0.0 0.7 Prop In Lane 1.00 0.47 1.00 0.00 1.00 1.00 1.00 0.84
Lane Grp Cap(c), veh/h 7 622 315 190 1483 0 237 318 270 7 0 67 V/C Ratio(X) 0.69 0.61 0.63 0.28 0.70 0.00 0.78 0.00 0.12 0.69 0.00 0.48 Avail Cap(c_a), veh/h 1148 6144 3115 1148 9216 0 1148 1929 1635 1148 0 1884 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 19.3 14.6 14.6 16.0 12.3 0.0 16.3 13.4 4.1 19.3 0.0 18.2 Incr Delay (d2), s/veh 35.6 0.4 0.8 0.3 0.2 0.0 2.1 0.0 0.1 35.6 0.0 1.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 1.0 1.1 0.3 1.6 0.0 1.5 0.0 0.2 0.1 0.0 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 54.9 14.9 15.4 16.3 12.5 0.0 18.4 13.4 4.2 54.9 0.0 20.1 LnGrp LOS D BBBBABBADAC
Approach Vol, veh/h 581 1092 219 37
Approach Delay, s/veh 15.4 12.7 16.2 24.8
Approach LOS B B B C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.1 12.1 10.7 6.9 5.0 16.3 5.7 11.9 Change Period (Y+Rc), s 5.0 * 5 5.5 * 5.3 * 4.8 5.0 5.5 * 5.3 Max Green Setting (Gmax), s 25.0 * 70 25.0 * 45 * 25 70.0 25.0 * 40 Max Q Clear Time (g_c+I1), s 3.1 6.1 5.9 2.7 2.1 9.0 2.1 2.4 Green Ext Time (p_c), s 0.0 1.0 0.1 0.1 0.0 2.2 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 14.1
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 539 of 1542 ends

HCM 6th Signalized Intersection Summary AM EXISTING
3: SPOTO DR & ZINFANDEL DR 09/22/2021
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 4
Movement SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (veh/h) 400 55 10 885 55 5
Future Volume (veh/h) 400 55 10 885 55 5
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 435 60 11 962 60 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 222222
Cap, veh/h 776 106 16 2355 80 71
Arrive On Green 0.25 0.25 0.01 0.46 0.04 0.04
Sat Flow, veh/h 3233 431 1781 5274 1781 1585
Grp Volume(v), veh/h 245 250 11 962 60 5
Grp Sat Flow(s),veh/h/ln 1777 1793 1781 1702 1781 1585
Q Serve(g_s), s 2.6 2.6 0.1 2.7 0.7 0.1
Cycle Q Clear(g_c), s 2.6 2.6 0.1 2.7 0.7 0.1
Prop In Lane 0.24 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 439 443 16 2355 80 71
V/C Ratio(X) 0.56 0.56 0.70 0.41 0.75 0.07
Avail Cap(c_a), veh/h 5796 5848 2075 16656 3320 2955
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 7.1 7.1 10.6 3.8 10.1 9.8
Incr Delay (d2), s/veh 0.4 0.4 18.4 0.0 5.2 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.2 0.2 0.1 0.0 0.3 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 7.5 7.5 29.0 3.9 15.3 10.0
LnGrp LOS A A C A B A
Approach Vol, veh/h 495 973 65
Approach Delay, s/veh 7.5 4.2 14.9
Approach LOS A A B
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 4.6 10.4 15.0 6.5
Change Period (Y+Rc), s * 4.4 * 5.1 * 5.1 5.5
Max Green Setting (Gmax), s * 25 * 70 * 70 40.0
Max Q Clear Time (g_c+I1), s 2.1 4.6 4.7 2.7
Green Ext Time (p_c), s 0.0 0.7 2.1 0.0
Intersection Summary
HCM 6th Ctrl Delay 5.7
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 540 of 1542 ends

HCM 6th Signalized Intersection Summary AM EXISTING
7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR 09/22/2021 STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 30 340 30 20 790 40 50 0 10 25 20 30 Future Volume (veh/h) 30 340 30 20 790 40 50 0 10 25 20 30 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 34 386 34 23 898 45 57 0 11 28 23 34 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 222222222222
Cap, veh/h 43 1097 96 30 1129 57 78 0 69 35 29 43
Arrive On Green 0.02 0.33 0.33 0.02 0.33 0.33 0.04 0.00 0.04 0.06 0.06 0.06 Sat Flow, veh/h 1781 3305 290 1781 3444 173 1781 0 1585 566 465 687 Grp Volume(v), veh/h 34 207 213 23 463 480 57 0 11 85 0 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1818 1781 1777 1839 1781 0 1585 1718 0 0 Q Serve(g_s), s 0.7 3.3 3.3 0.5 8.9 8.9 1.2 0.0 0.3 1.8 0.0 0.0 Cycle Q Clear(g_c), s 0.7 3.3 3.3 0.5 8.9 8.9 1.2 0.0 0.3 1.8 0.0 0.0 Prop In Lane 1.00 0.16 1.00 0.09 1.00 1.00 0.33 0.40
Lane Grp Cap(c), veh/h 43 590 604 30 583 603 78 0 69 107 0 0 V/C Ratio(X) 0.80 0.35 0.35 0.76 0.80 0.80 0.73 0.00 0.16 0.79 0.00 0.00 Avail Cap(c_a), veh/h 1189 3322 3399 1189 3322 3439 1903 0 1693 1836 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 18.2 9.5 9.5 18.3 11.4 11.4 17.7 0.0 17.2 17.3 0.0 0.0 Incr Delay (d2), s/veh 11.9 0.1 0.1 13.2 1.0 0.9 4.9 0.0 0.4 4.9 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.7 0.7 0.3 2.0 2.1 0.5 0.0 0.1 0.7 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.1 9.6 9.6 31.5 12.4 12.4 22.6 0.0 17.6 22.2 0.0 0.0 LnGrp LOS C A A C B B C A B C A A
Approach Vol, veh/h 454 966 68 85
Approach Delay, s/veh 11.1 12.8 21.8 22.2
Approach LOS B B C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.9 17.5 7.8 5.1 17.4 7.1
Change Period (Y+Rc), s * 4.3 * 5.1 5.5 * 4.2 5.1 5.5
Max Green Setting (Gmax), s * 25 * 70 40.0 * 25 70.0 40.0 Max Q Clear Time (g_c+I1), s 2.5 5.3 3.8 2.7 10.9 3.2
Green Ext Time (p_c), s 0.0 0.6 0.2 0.0 1.4 0.0
Intersection Summary
HCM 6th Ctrl Delay 13.2
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 541 of 1542 ends

HCM 6th TWSC AM EXISTING
9: ZINFANDEL DR & PROJ DWY 1 09/22/2021
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 7
Intersection
Int Delay, s/veh 0
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 375 850 0 0 0
Future Vol, veh/h 0 375 850 0 0 0
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 2 22222
Mvmt Flow 0 426 966 0 0 0
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 483
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - ---- 6.94
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - ---- 3.32
Pot Cap-1 Maneuver 0 - - - 0 530
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 530
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 0

HCM LOS A
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) ----
HCM Lane V/C Ratio ----
HCM Control Delay (s) - - - 0
HCM Lane LOS - - - A
HCM 95th %tile Q(veh) ----
ITEM 11.3. ATTACHMENT 4

Page 542 of 1542 ends

HCM 6th TWSC AM EXISTING
10: ZINFANDEL DR & PROJ DWY 2 09/22/2021
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 8
Intersection
Int Delay, s/veh 0
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 375 850 0 0 0
Future Vol, veh/h 0 375 850 0 0 0
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 2 22222
Mvmt Flow 0 426 966 0 0 0
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 483
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - ---- 6.94
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - ---- 3.32
Pot Cap-1 Maneuver 0 - - - 0 530
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 530
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 0

HCM LOS A
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) ----
HCM Lane V/C Ratio ----
HCM Control Delay (s) - - - 0
HCM Lane LOS - - - A
HCM 95th %tile Q(veh) ----
ITEM 11.3. ATTACHMENT 4

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Arterial Level of Service AM EXISTING
09/22/2021
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 1
Arterial Level of Service: SB ZINFANDEL DR
Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS INTERNATIONAL DR I 55 55.0 23.7 78.7 0.84 38.4 B
BEAR HOLLOW DR I 55 25.0 21.4 46.4 0.26 20.0 E
SPOTO DR I 55 29.5 4.5 34.0 0.32 34.0 C
MATHER BLVD I 55 31.8 16.0 47.8 0.36 27.5 C
PROJ DWY 3 I 55 23.8 3.2 27.0 0.25 32.7 C
Douglas Rd I 55 53.6 15.3 68.9 0.82 42.7 A
Total I 218.7 84.1 302.8 2.85 33.9 C
Arterial Level of Service: WB ZINFANDEL DR
Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS Douglas Rd I 55 38.5 32.2 70.7 0.59 30.0 C
PROJ DWY 3 I 55 53.6 3.8 57.4 0.82 51.3 A
BAROQUE DR (SOUTH) I 55 23.8 21.5 45.3 0.25 19.5 E
SPOTO DR I 55 31.8 2.9 34.7 0.36 37.9 B
FROGS LEAP DR I 55 29.5 17.3 46.8 0.32 24.7 D
INTERNATIONAL DR I 55 25.0 27.7 52.7 0.26 17.6 E
Total I 202.2 105.4 307.6 2.60 30.4 C
ITEM 11.3. ATTACHMENT 4

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SimTraffic Performance Report AM EXISTING
Baseline 10/06/2021
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 1
1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Performance by movement Movement SEL SET SER NWL NWT NEL NET SWL SWT SWR All
Denied Del/Veh (s) 0.3 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 Total Del/Veh (s) 15.0 9.2 6.3 11.1 5.0 13.5 0.1 15.3 12.3 4.4 6.4 3: SPOTO DR & ZINFANDEL DR Performance by movement
Movement SET SER NWL NWT NEL NET All
Denied Del/Veh (s) 0.0 0.0 0.2 0.0 0.0 0.0 0.0
Total Del/Veh (s) 3.1 1.1 8.3 4.5 10.2 0.2 4.1
7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBT SBR All Denied Del/Veh (s) 0.2 0.0 0.0 0.0 0.0 0.0 4.0 0.2 0.0 0.0 0.0 0.2 Total Del/Veh (s) 12.7 8.2 4.1 13.8 8.6 5.4 14.7 4.3 12.6 15.3 5.8 8.8 8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY Performance by movement Movement EBR NBL NBT SBT All
Denied Del/Veh (s) 0.1 0.0 0.0 0.1 0.1
Total Del/Veh (s) 2.5 2.4 0.7 0.1 0.9
9: ZINFANDEL DR & PROJ DWY 1 Performance by movement
Movement EBT WBT All
Denied Del/Veh (s) 0.0 0.0 0.0
Total Del/Veh (s) 2.7 1.8 2.1
10: ZINFANDEL DR & PROJ DWY 2 Performance by movement
Movement EBT WBT All
Denied Del/Veh (s) 0.0 0.0 0.0
Total Del/Veh (s) 1.0 0.9 1.0
11: ZINFANDEL DR & PROJ DWY 3 Performance by movement
Movement EBT WBT All
Denied Del/Veh (s) 0.0 0.0 0.0
Total Del/Veh (s) 1.7 1.3 1.5
Total Zone Performance
Denied Del/Veh (s) 0.5
Total Del/Veh (s) 186.2
ITEM 11.3. ATTACHMENT 4

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Queuing and Blocking Report AM EXISTING
Baseline 10/06/2021
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 2
Intersection: 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Movement SE SE SE SE NW NW NW NW NE SW SW
Directions Served L T T TR L T T TR L L TR
Maximum Queue (ft) 28 67 81 119 53 147 110 87 64 31 44
Average Queue (ft) 3 13 21 34 20 46 22 16 28 4 20
95th Queue (ft) 16 40 59 82 42 112 69 54 55 21 45
Link Distance (ft) 1255 1255 1255 328 328 328 328 344 344 Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 180 170
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: SPOTO DR & ZINFANDEL DR
Movement SE SE NW NW NW NW NE
Directions Served T TR L T T T L
Maximum Queue (ft) 46 83 29 4 63 109 65
Average Queue (ft) 9 23 5 0 12 37 29
95th Queue (ft) 34 60 21 4 42 85 57
Link Distance (ft) 777 777 762 762 762 322
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 185
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Movement EB EB EB WB WB WB NB NB SB
Directions Served L T TR L T TR L TR LTR
Maximum Queue (ft) 58 85 135 34 150 186 64 23 69
Average Queue (ft) 21 11 58 6 40 82 26 6 23
95th Queue (ft) 48 49 113 20 102 149 56 21 51
Link Distance (ft) 1021 1021 267 267 1248 741
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 170 185 150
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
ITEM 11.3. ATTACHMENT 4

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Queuing and Blocking Report AM EXISTING
Baseline 10/06/2021
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 3
Intersection: 8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY Movement EB NB
Directions Served LTR LTR
Maximum Queue (ft) 31 14
Average Queue (ft) 15 1
95th Queue (ft) 39 8
Link Distance (ft) 728 741
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 9: ZINFANDEL DR & PROJ DWY 1
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: ZINFANDEL DR & PROJ DWY 2
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
ITEM 11.3. ATTACHMENT 4

Page 547 of 1542 ends

Queuing and Blocking Report AM EXISTING
Baseline 10/06/2021
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 4
Intersection: 11: ZINFANDEL DR & PROJ DWY 3
Movement EB WB WB
Directions Served T T TR
Maximum Queue (ft) 85 66 95
Average Queue (ft) 8 6 9
95th Queue (ft) 42 35 51
Link Distance (ft) 380 205 205
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 0
ITEM 11.3. ATTACHMENT 4

Page 548 of 1542 ends

Arterial Level of Service PM EXISTING
07/23/2021
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 1
Arterial Level of Service: SB ZINFANDEL DR
Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS INTERNATIONAL DR I 55 55.0 30.6 85.6 0.84 35.3 B
BEAR HOLLOW DR I 55 25.0 18.7 43.7 0.26 21.2 D
SPOTO DR I 55 29.5 6.5 36.0 0.32 32.1 C
ZINFANDEL DR I 55 15.3 0.0 15.3 0.16 37.1 B
MATHER BLVD I 55 20.1 19.1 39.2 0.21 19.0 E
PROJ DWY 3 I 55 23.8 3.9 27.7 0.25 31.9 C
Douglas Rd I 55 53.6 20.2 73.8 0.82 39.9 B
Total I 222.3 99.0 321.3 2.85 31.9 C
Arterial Level of Service: WB ZINFANDEL DR
Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS Douglas Rd I 55 38.5 27.6 66.1 0.59 32.0 C
PROJ DWY 3 I 55 53.6 3.2 56.8 0.82 51.8 A
BAROQUE DR (SOUTH) I 55 23.8 21.3 45.1 0.25 19.6 E
I 55 20.1 0.0 20.1 0.21 37.1 B
SPOTO DR I 55 15.3 3.4 18.7 0.16 30.3 C
FROGS LEAP DR I 55 29.5 18.0 47.5 0.32 24.3 D
INTERNATIONAL DR I 55 25.0 32.4 57.4 0.26 16.2 E
Total I 205.8 105.9 311.7 2.60 30.0 C
ITEM 11.3. ATTACHMENT 4

Page 549 of 1542 ends

HCM 6th Signalized Intersection Summary PM EXISTING
7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR 07/23/2021 STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 45 825 15 10 420 30 15 15 15 80 5 20 Future Volume (veh/h) 45 825 15 10 420 30 15 15 15 80 5 20 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 49 897 16 11 457 33 16 16 16 87 5 22 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 58 1140 20 15 1002 72 56 27 27 114 7 29
Arrive On Green 0.03 0.32 0.32 0.01 0.30 0.30 0.03 0.03 0.03 0.09 0.09 0.09 Sat Flow, veh/h 1781 3572 64 1781 3362 242 1781 858 858 1330 76 336 Grp Volume(v), veh/h 49 446 467 11 241 249 16 0 32 114 0 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1859 1781 1777 1827 1781 0 1716 1743 0 0 Q Serve(g_s), s 1.0 8.4 8.4 0.2 4.0 4.1 0.3 0.0 0.7 2.4 0.0 0.0 Cycle Q Clear(g_c), s 1.0 8.4 8.4 0.2 4.0 4.1 0.3 0.0 0.7 2.4 0.0 0.0 Prop In Lane 1.00 0.03 1.00 0.13 1.00 0.50 0.76 0.19
Lane Grp Cap(c), veh/h 58 567 593 15 530 545 56 0 54 149 0 0 V/C Ratio(X) 0.85 0.79 0.79 0.71 0.45 0.46 0.28 0.00 0.59 0.77 0.00 0.00 Avail Cap(c_a), veh/h 1212 3385 3541 1212 3385 3480 1939 0 1868 1898 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 17.7 11.4 11.4 18.2 10.5 10.5 17.4 0.0 17.6 16.4 0.0 0.0 Incr Delay (d2), s/veh 12.1 0.9 0.9 20.0 0.2 0.2 1.0 0.0 3.7 3.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 1.9 2.0 0.2 0.9 0.9 0.1 0.0 0.3 0.9 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 29.8 12.3 12.3 38.2 10.7 10.7 18.4 0.0 21.3 19.5 0.0 0.0 LnGrp LOS C B B D BBBACBAA
Approach Vol, veh/h 962 501 48 114
Approach Delay, s/veh 13.2 11.3 20.3 19.5
Approach LOS B B C B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.6 16.8 8.6 5.4 16.1 6.7
Change Period (Y+Rc), s * 4.3 * 5.1 5.5 * 4.2 5.1 5.5
Max Green Setting (Gmax), s * 25 * 70 40.0 * 25 70.0 40.0 Max Q Clear Time (g_c+I1), s 2.2 10.4 4.4 3.0 6.1 2.7
Green Ext Time (p_c), s 0.0 1.3 0.2 0.0 0.7 0.1
Intersection Summary
HCM 6th Ctrl Delay 13.3
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 550 of 1542 ends

HCM 6th TWSC PM EXISTING
8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY 07/23/2021 STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 3
Intersection
Int Delay, s/veh 2.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 30 0 0 0 30 40 0 0 75 0
Future Vol, veh/h 0 0 30 0 0 0 30 40 0 0 75 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 0 33 0 0 0 33 43 0 0 82 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 191 191 82 208 191 43 82 0 0 43 0 0 Stage 1 82 82 - 109 109 -------
Stage 2 109 109 - 99 82 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 769 704 978 749 704 1027 1515 - - 1566 - - Stage 1 926 827 - 896 805 -------
Stage 2 896 805 - 907 827 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 756 689 978 712 689 1027 1515 - - 1566 - - Mov Cap-2 Maneuver 756 689 - 712 689 -------
Stage 1 906 827 - 876 787 -------
Stage 2 876 787 - 877 827 -------
Approach EB WB NB SB
HCM Control Delay, s 8.8 0 3.2 0

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1515 - - 978 - 1566 - -
HCM Lane V/C Ratio 0.022 - - 0.033 ----
HCM Control Delay (s) 7.4 0 - 8.8 0 0 - -
HCM Lane LOS A A - A A A - -
HCM 95th %tile Q(veh) 0.1 - - 0.1 - 0 - -
ITEM 11.3. ATTACHMENT 4

Page 551 of 1542 ends

HCM 6th TWSC PM EXISTING
9: ZINFANDEL DR & PROJ DWY 1 07/23/2021
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 4
Intersection
Int Delay, s/veh 0
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 925 460 0 0 0
Future Vol, veh/h 0 925 460 0 0 0
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 0 1005 500 0 0 0
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 250
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - ---- 6.94
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - ---- 3.32
Pot Cap-1 Maneuver 0 - - - 0 750
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 750
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 0

HCM LOS A
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) ----
HCM Lane V/C Ratio ----
HCM Control Delay (s) - - - 0
HCM Lane LOS - - - A
HCM 95th %tile Q(veh) ----
ITEM 11.3. ATTACHMENT 4

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HCM 6th TWSC PM EXISTING
10: ZINFANDEL DR & PROJ DWY 2 07/23/2021
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 5
Intersection
Int Delay, s/veh 0
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 925 460 0 0 0
Future Vol, veh/h 0 925 460 0 0 0
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 0 1005 500 0 0 0
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 250
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - ---- 6.94
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - ---- 3.32
Pot Cap-1 Maneuver 0 - - - 0 750
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 750
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 0

HCM LOS A
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) ----
HCM Lane V/C Ratio ----
HCM Control Delay (s) - - - 0
HCM Lane LOS - - - A
HCM 95th %tile Q(veh) ----
ITEM 11.3. ATTACHMENT 4

Page 553 of 1542 ends

HCM 6th Signalized Intersection Summary PM EXISTING
11: ZINFANDEL DR & PROJ DWY 3 07/23/2021
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 0 925 460 0 0 0
Future Volume (veh/h) 0 925 460 0 0 0
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 0 1005 500 0 0 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 222222
Cap, veh/h 13 2371 2371 0 13 12
Arrive On Green 0.00 0.67 0.67 0.00 0.00 0.00
Sat Flow, veh/h 1781 3647 3741 0 1781 1585
Grp Volume(v), veh/h 0 1005 500 0 0 0
Grp Sat Flow(s),veh/h/ln 1781 1777 1777 0 1781 1585
Q Serve(g_s), s 0.0 1.8 0.7 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.0 1.8 0.7 0.0 0.0 0.0
Prop In Lane 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 13 2371 2371 0 13 12
V/C Ratio(X) 0.00 0.42 0.21 0.00 0.00 0.00
Avail Cap(c_a), veh/h 659 4732 4732 0 2372 2111
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.00 1.00 1.00 0.00 0.00 0.00
Uniform Delay (d), s/veh 0.0 1.0 0.9 0.0 0.0 0.0
Incr Delay (d2), s/veh 0.0 0.1 0.0 0.0 0.0 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.0 0.0 0.0 0.0 0.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 1.2 0.9 0.0 0.0 0.0
LnGrp LOS AAAAAA
Approach Vol, veh/h 1005 500 0
Approach Delay, s/veh 1.2 0.9 0.0
Approach LOS A A
Timer - Assigned Phs 4 6 7 8
Phs Duration (G+Y+Rc), s 13.5 0.0 0.0 13.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 18.0 18.0 5.0 18.0
Max Q Clear Time (g_c+I1), s 3.8 0.0 0.0 2.7
Green Ext Time (p_c), s 5.3 0.0 0.0 2.5
Intersection Summary
HCM 6th Ctrl Delay 1.1
HCM 6th LOS A
ITEM 11.3. ATTACHMENT 4

Page 554 of 1542 ends

ITEM 11.3. ATTACHMENT 4

Page 555 of 1542 ends

SimTraffic Performance Report PM EXISTING
Baseline 10/06/2021
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 1
1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Performance by movement Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Denied Del/Veh (s) 1.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 Total Del/Veh (s) 17.4 12.4 9.1 18.3 6.0 2.5 15.5 7.8 5.3 17.3 18.9 5.0 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Performance by movement Movement All
Denied Del/Veh (s) 0.1
Total Del/Veh (s) 10.5
3: SPOTO DR & ZINFANDEL DR Performance by movement
Movement SET SER NWL NWT NEL NER All
Denied Del/Veh (s) 0.0 0.0 0.6 0.0 0.0 0.1 0.0
Total Del/Veh (s) 5.7 3.3 8.6 4.5 9.9 4.5 5.4
7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 4.1 0.1 0.1 0.0 0.0 0.0 Total Del/Veh (s) 13.9 12.7 9.6 14.0 7.7 3.9 14.6 17.7 7.9 13.4 13.8 5.2 7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Performance by movement Movement All
Denied Del/Veh (s) 0.0
Total Del/Veh (s) 11.2
8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY Performance by movement Movement EBR NBL NBT SBT All
Denied Del/Veh (s) 0.1 0.0 0.0 0.1 0.1
Total Del/Veh (s) 2.8 2.8 1.1 0.2 1.2
9: ZINFANDEL DR & PROJ DWY 1 Performance by movement
Movement EBT WBT All
Denied Del/Veh (s) 0.0 0.0 0.0
Total Del/Veh (s) 4.3 1.2 3.3
10: ZINFANDEL DR & PROJ DWY 2 Performance by movement
Movement EBT WBT All
Denied Del/Veh (s) 0.0 0.0 0.0
Total Del/Veh (s) 2.8 0.7 2.1
ITEM 11.3. ATTACHMENT 4

Page 556 of 1542 ends

SimTraffic Performance Report PM EXISTING
Baseline 10/06/2021
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 2
11: ZINFANDEL DR & PROJ DWY 3 Performance by movement
Movement EBT WBT All
Denied Del/Veh (s) 0.0 0.0 0.0
Total Del/Veh (s) 3.4 1.1 2.7
Total Zone Performance
Denied Del/Veh (s) 0.4
Total Del/Veh (s) 526.3
ITEM 11.3. ATTACHMENT 4

Page 557 of 1542 ends

Queuing and Blocking Report PM EXISTING
Baseline 10/06/2021
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 3
Intersection: 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Movement SE SE SE SE NW NW NW NW NE NE NE SW
Directions Served L T T TR L T T TR L T R L
Maximum Queue (ft) 61 110 151 182 40 85 78 77 136 27 60 28 Average Queue (ft) 18 21 60 79 10 25 24 19 59 3 20 5
95th Queue (ft) 46 70 123 154 31 61 58 50 107 17 51 22
Link Distance (ft) 1255 1255 1255 328 328 328 328 479 344 Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 180 170 165
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
Intersection: 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Movement SW
Directions Served TR
Maximum Queue (ft) 44
Average Queue (ft) 17
95th Queue (ft) 43
Link Distance (ft) 344
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: SPOTO DR & ZINFANDEL DR
Movement SE SE NW NW NW NE NE
Directions Served T TR L T T L R
Maximum Queue (ft) 99 133 29 40 94 72 29
Average Queue (ft) 24 46 6 3 28 28 8
95th Queue (ft) 68 101 25 19 70 56 28
Link Distance (ft) 777 777 762 762 322
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 185 156
Storage Blk Time (%)
Queuing Penalty (veh)
ITEM 11.3. ATTACHMENT 4

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Queuing and Blocking Report PM EXISTING
Baseline 10/06/2021
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 4
Intersection: 7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Movement EB EB EB WB WB WB NB NB SB
Directions Served L T TR L T TR L TR LTR
Maximum Queue (ft) 60 207 258 17 81 134 34 47 76
Average Queue (ft) 26 51 114 2 21 59 10 16 30
95th Queue (ft) 54 141 205 10 57 113 31 40 60
Link Distance (ft) 1021 1021 267 267 1248 741
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 170 185 150
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
Intersection: 8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY Movement EB NB
Directions Served LTR LTR
Maximum Queue (ft) 58 18
Average Queue (ft) 19 2
95th Queue (ft) 46 13
Link Distance (ft) 728 741
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 9: ZINFANDEL DR & PROJ DWY 1
Movement EB
Directions Served T
Maximum Queue (ft) 7
Average Queue (ft) 0
95th Queue (ft) 6
Link Distance (ft) 267
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
ITEM 11.3. ATTACHMENT 4

Page 559 of 1542 ends

Queuing and Blocking Report PM EXISTING
Baseline 10/06/2021
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 5
Intersection: 10: ZINFANDEL DR & PROJ DWY 2
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 11: ZINFANDEL DR & PROJ DWY 3
Movement EB WB WB
Directions Served T T TR
Maximum Queue (ft) 236 40 80
Average Queue (ft) 26 3 7
95th Queue (ft) 123 19 41
Link Distance (ft) 380 205 205
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 0
ITEM 11.3. ATTACHMENT 4

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Arterial Level of Service AM EX PL PROJECT

AS APPROVED
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 1
Arterial Level of Service: SB ZINFANDEL DR
Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS INTERNATIONAL DR I 55 55.0 28.8 83.8 0.84 36.1 B
BEAR HOLLOW DR I 55 25.0 22.6 47.6 0.26 19.5 E
SPOTO DR I 55 29.5 5.0 34.5 0.32 33.5 C
MATHER BLVD I 55 31.8 12.5 44.3 0.36 29.7 C
PROJ DWY 3 I 55 23.8 3.2 27.0 0.25 32.7 C
Douglas Rd I 55 53.6 15.3 68.9 0.82 42.7 A
Total I 218.7 87.4 306.1 2.85 33.5 C
Arterial Level of Service: WB ZINFANDEL DR
Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS Douglas Rd I 55 38.5 32.2 70.7 0.59 30.0 C
PROJ DWY 3 I 55 53.6 3.9 57.5 0.82 51.2 A
BAROQUE DR (SOUTH) I 55 23.8 42.0 65.8 0.25 13.4 F
SPOTO DR I 55 31.8 2.9 34.7 0.36 37.9 B
FROGS LEAP DR I 55 29.5 16.5 46.0 0.32 25.1 D
INTERNATIONAL DR I 55 25.0 29.1 54.1 0.26 17.2 E
Total I 202.2 126.6 328.8 2.60 28.4 C
ITEM 11.3. ATTACHMENT 4

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HCM 6th Signalized Intersection Summary AM EX PL PROJECT 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR AS APPROVED STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 2
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Volume (veh/h) 5 706 85 50 989 0 170 1 30 5 5 25 Future Volume (veh/h) 5 706 85 50 989 0 170 1 30 5 5 25 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 5 767 92 54 1075 0 185 1 33 5 5 27 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 7 1117 133 98 1520 0 237 318 269 7 10 56
Arrive On Green 0.00 0.24 0.24 0.06 0.30 0.00 0.13 0.17 0.17 0.00 0.04 0.04 Sat Flow, veh/h 1781 4624 551 1781 5274 0 1781 1870 1585 1781 254 1370 Grp Volume(v), veh/h 5 563 296 54 1075 0 185 1 33 5 0 32 Grp Sat Flow(s),veh/h/ln 1781 1702 1771 1781 1702 0 1781 1870 1585 1781 0 1624 Q Serve(g_s), s 0.1 5.9 6.0 1.2 7.4 0.0 3.9 0.0 0.4 0.1 0.0 0.8 Cycle Q Clear(g_c), s 0.1 5.9 6.0 1.2 7.4 0.0 3.9 0.0 0.4 0.1 0.0 0.8 Prop In Lane 1.00 0.31 1.00 0.00 1.00 1.00 1.00 0.84
Lane Grp Cap(c), veh/h 7 822 428 98 1520 0 237 318 269 7 0 67 V/C Ratio(X) 0.69 0.69 0.69 0.55 0.71 0.00 0.78 0.00 0.12 0.69 0.00 0.48 Avail Cap(c_a), veh/h 1133 6063 3155 1133 9094 0 1133 1904 1613 1133 0 1859 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 19.5 13.5 13.6 18.1 12.3 0.0 16.5 13.5 5.3 19.5 0.0 18.4 Incr Delay (d2), s/veh 35.7 0.4 0.7 1.8 0.2 0.0 2.1 0.0 0.1 35.7 0.0 2.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 1.5 1.6 0.4 1.7 0.0 1.5 0.0 0.2 0.1 0.0 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 55.2 13.9 14.3 19.9 12.5 0.0 18.6 13.5 5.4 55.2 0.0 20.4 LnGrp LOS EBBBBABBAEAC
Approach Vol, veh/h 864 1129 219 37
Approach Delay, s/veh 14.3 12.9 16.6 25.1
Approach LOS B B B C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 7.2 14.5 10.7 6.9 5.0 16.7 5.7 12.0 Change Period (Y+Rc), s 5.0 * 5 5.5 * 5.3 * 4.8 5.0 5.5 * 5.3 Max Green Setting (Gmax), s 25.0 * 70 25.0 * 45 * 25 70.0 25.0 * 40 Max Q Clear Time (g_c+I1), s 3.2 8.0 5.9 2.8 2.1 9.4 2.1 2.4 Green Ext Time (p_c), s 0.0 1.5 0.1 0.1 0.0 2.3 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 14.0
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

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HCM 6th Signalized Intersection Summary AM EX PL PROJECT 3: SPOTO DR & ZINFANDEL DR AS APPROVED
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 4
Movement SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (veh/h) 661 55 10 919 55 5
Future Volume (veh/h) 661 55 10 919 55 5
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 718 60 11 999 60 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 222222
Cap, veh/h 1059 88 16 2615 78 70
Arrive On Green 0.32 0.32 0.01 0.51 0.04 0.04
Sat Flow, veh/h 3414 277 1781 5274 1781 1585
Grp Volume(v), veh/h 384 394 11 999 60 5
Grp Sat Flow(s),veh/h/ln 1777 1820 1781 1702 1781 1585
Q Serve(g_s), s 4.5 4.5 0.1 2.8 0.8 0.1
Cycle Q Clear(g_c), s 4.5 4.5 0.1 2.8 0.8 0.1
Prop In Lane 0.15 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 567 581 16 2615 78 70
V/C Ratio(X) 0.68 0.68 0.70 0.38 0.77 0.07
Avail Cap(c_a), veh/h 5209 5337 1865 14969 2984 2655
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 7.1 7.1 11.8 3.5 11.3 10.9
Incr Delay (d2), s/veh 0.5 0.5 18.6 0.0 5.7 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.3 0.3 0.1 0.0 0.3 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 7.6 7.6 30.4 3.6 17.0 11.1
LnGrp LOS A A C A B B
Approach Vol, veh/h 778 1010 65
Approach Delay, s/veh 7.6 3.9 16.5
Approach LOS A A B
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 4.6 12.7 17.3 6.6
Change Period (Y+Rc), s * 4.4 * 5.1 * 5.1 5.5
Max Green Setting (Gmax), s * 25 * 70 * 70 40.0
Max Q Clear Time (g_c+I1), s 2.1 6.5 4.8 2.8
Green Ext Time (p_c), s 0.0 1.1 2.1 0.0
Intersection Summary
HCM 6th Ctrl Delay 5.9
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

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HCM 6th Signalized Intersection Summary AM EX PL PROJECT 7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR AS APPROVED STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 291 340 30 25 815 51 50 56 10 32 22 38 Future Volume (veh/h) 291 340 30 25 815 51 50 56 10 32 22 38 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1826 1870 1870 1870 1870 1826 1870 1826 1870 1826 1826 1826 Adj Flow Rate, veh/h 331 386 34 28 926 58 57 64 11 36 25 43 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 522225252555
Cap, veh/h 377 1685 148 33 1063 67 120 102 18 46 32 55
Arrive On Green 0.22 0.51 0.51 0.02 0.31 0.31 0.07 0.07 0.07 0.08 0.08 0.08 Sat Flow, veh/h 1739 3305 290 1781 3396 213 1781 1518 261 579 402 692 Grp Volume(v), veh/h 331 207 213 28 484 500 57 0 75 104 0 0 Grp Sat Flow(s),veh/h/ln 1739 1777 1818 1781 1777 1832 1781 0 1779 1672 0 0 Q Serve(g_s), s 11.6 4.1 4.1 1.0 16.2 16.2 1.9 0.0 2.6 3.8 0.0 0.0 Cycle Q Clear(g_c), s 11.6 4.1 4.1 1.0 16.2 16.2 1.9 0.0 2.6 3.8 0.0 0.0 Prop In Lane 1.00 0.16 1.00 0.12 1.00 0.15 0.35 0.41
Lane Grp Cap(c), veh/h 377 906 927 33 556 573 120 0 119 133 0 0 V/C Ratio(X) 0.88 0.23 0.23 0.85 0.87 0.87 0.48 0.00 0.63 0.78 0.00 0.00 Avail Cap(c_a), veh/h 1656 3599 3683 275 2176 2243 496 0 496 573 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 23.8 8.5 8.5 30.7 20.4 20.4 28.2 0.0 28.5 28.4 0.0 0.0 Incr Delay (d2), s/veh 2.6 0.0 0.0 19.4 1.7 1.7 1.1 0.0 2.0 3.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.2 1.1 1.1 0.6 5.6 5.7 0.8 0.0 1.1 1.6 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.4 8.6 8.6 50.2 22.1 22.0 29.3 0.0 30.5 32.0 0.0 0.0 LnGrp LOS C A A DCCCACCAA
Approach Vol, veh/h 751 1012 132 104
Approach Delay, s/veh 16.4 22.8 30.0 32.0
Approach LOS B C C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.5 37.1 10.5 17.8 24.8 9.7
Change Period (Y+Rc), s * 4.3 * 5.1 5.5 * 4.2 5.1 5.5
Max Green Setting (Gmax), s * 9.7 * 1.3E2 21.5 * 60 76.9 17.5 Max Q Clear Time (g_c+I1), s 3.0 6.1 5.8 13.6 18.2 4.6
Green Ext Time (p_c), s 0.0 0.6 0.1 0.1 1.5 0.1
Intersection Summary
HCM 6th Ctrl Delay 21.4
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

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HCM 6th TWSC AM EX PL PROJECT
9: ZINFANDEL DR & PROJ DWY 1 AS APPROVED
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 7
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 382 886 3 0 6
Future Vol, veh/h 0 382 886 3 0 6
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 2 22525
Mvmt Flow 0 434 1007 3 0 7
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 505
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - - - - -7
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - ---- 3.35
Pot Cap-1 Maneuver 0 - - - 0 504
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 504
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 12.2

HCM LOS B
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) - - - 504
HCM Lane V/C Ratio - - - 0.014
HCM Control Delay (s) - - - 12.2
HCM Lane LOS - - - B
HCM 95th %tile Q(veh) - - - 0
ITEM 11.3. ATTACHMENT 4

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HCM 6th TWSC AM EX PL PROJECT
10: ZINFANDEL DR & PROJ DWY 2 AS APPROVED
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 8
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 382 864 42 0 24
Future Vol, veh/h 0 382 864 42 0 24
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 2 22525
Mvmt Flow 0 434 982 48 0 27
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 515
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - - - - -7
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - ---- 3.35
Pot Cap-1 Maneuver 0 - - - 0 497
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 497
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 12.7

HCM LOS B
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) - - - 497
HCM Lane V/C Ratio - - - 0.055
HCM Control Delay (s) - - - 12.7
HCM Lane LOS - - - B
HCM 95th %tile Q(veh) - - - 0.2
ITEM 11.3. ATTACHMENT 4

Page 566 of 1542 ends

HCM 6th Signalized Intersection Summary AM EX PL PROJECT 11: ZINFANDEL DR & PROJ DWY 3 AS APPROVED
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 10
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 0 382 906 0 0 0
Future Volume (veh/h) 0 382 906 0 0 0
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 0 434 1030 0 0 0
Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88
Percent Heavy Veh, % 222222
Cap, veh/h 13 2387 2387 0 13 12
Arrive On Green 0.00 0.67 0.67 0.00 0.00 0.00
Sat Flow, veh/h 1781 3647 3741 0 1781 1585
Grp Volume(v), veh/h 0 434 1030 0 0 0
Grp Sat Flow(s),veh/h/ln 1781 1777 1777 0 1781 1585
Q Serve(g_s), s 0.0 0.6 1.8 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.0 0.6 1.8 0.0 0.0 0.0
Prop In Lane 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 13 2387 2387 0 13 12
V/C Ratio(X) 0.00 0.18 0.43 0.00 0.00 0.00
Avail Cap(c_a), veh/h 650 4665 4665 0 2338 2081
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.00 1.00 1.00 0.00 0.00 0.00
Uniform Delay (d), s/veh 0.0 0.8 1.0 0.0 0.0 0.0
Incr Delay (d2), s/veh 0.0 0.0 0.1 0.0 0.0 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.0 0.0 0.0 0.0 0.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.9 1.2 0.0 0.0 0.0
LnGrp LOS AAAAAA
Approach Vol, veh/h 434 1030 0
Approach Delay, s/veh 0.9 1.2 0.0
Approach LOS A A
Timer - Assigned Phs 4 6 7 8
Phs Duration (G+Y+Rc), s 13.7 0.0 0.0 13.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 18.0 18.0 5.0 18.0
Max Q Clear Time (g_c+I1), s 2.6 0.0 0.0 3.8
Green Ext Time (p_c), s 2.1 0.0 0.0 5.4
Intersection Summary
HCM 6th Ctrl Delay 1.1
HCM 6th LOS A
ITEM 11.3. ATTACHMENT 4

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ITEM 11.3. ATTACHMENT 4

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SimTraffic Performance Report AM EX PL PROJ
Baseline APPROVED
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 1
1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Performance by movement Movement SEL SET SER NWL NWT NEL NET SWL SWT SWR All
Denied Del/Veh (s) 0.2 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 Total Del/Veh (s) 13.5 10.8 7.1 11.4 4.7 13.6 0.1 17.6 15.4 5.2 7.3 3: SPOTO DR & ZINFANDEL DR Performance by movement
Movement SET SER NWL NWT NEL NET All
Denied Del/Veh (s) 0.0 0.0 0.2 0.0 0.0 0.0 0.0
Total Del/Veh (s) 3.7 1.4 10.2 5.3 10.5 0.2 4.6
7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.0 0.0 3.9 0.3 0.2 0.0 0.0 0.0 Total Del/Veh (s) 25.1 10.2 5.9 31.7 20.9 17.7 28.0 24.9 8.6 26.6 21.9 9.7 7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Performance by movement Movement All
Denied Del/Veh (s) 0.1
Total Del/Veh (s) 19.3
8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY Performance by movement Movement EBR WBL NBL NBT NBR SBT All
Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.0 0.1 0.0
Total Del/Veh (s) 2.6 5.3 4.5 4.2 3.2 0.2 3.1
9: ZINFANDEL DR & PROJ DWY 1 Performance by movement
Movement EBT WBT SBR All
Denied Del/Veh (s) 0.0 0.0 0.1 0.0
Total Del/Veh (s) 2.8 3.0 7.6 2.9
10: ZINFANDEL DR & PROJ DWY 2 Performance by movement
Movement EBT WBT WBR SBR All
Denied Del/Veh (s) 0.0 0.0 0.0 0.1 0.0
Total Del/Veh (s) 1.2 2.4 0.9 5.0 2.0
11: ZINFANDEL DR & PROJ DWY 3 Performance by movement
Movement EBT WBT All
Denied Del/Veh (s) 0.0 0.1 0.1
Total Del/Veh (s) 1.9 2.3 2.1
ITEM 11.3. ATTACHMENT 4

Page 569 of 1542 ends

SimTraffic Performance Report AM EX PL PROJ
Baseline APPROVED
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 2
Total Zone Performance
Denied Del/Veh (s) 0.4
Total Del/Veh (s) 342.4
ITEM 11.3. ATTACHMENT 4

Page 570 of 1542 ends

Queuing and Blocking Report AM EX PL PROJ
Baseline APPROVED
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 3
Intersection: 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Movement SE SE SE SE NW NW NW NW NE SW SW
Directions Served L T T TR L T T TR L L TR
Maximum Queue (ft) 25 91 143 135 62 145 99 67 71 34 48
Average Queue (ft) 3 17 41 42 21 43 19 12 30 6 20
95th Queue (ft) 15 56 99 101 46 100 61 41 59 26 46
Link Distance (ft) 1255 1255 1255 328 328 328 328 344 344 Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 180 170
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: SPOTO DR & ZINFANDEL DR
Movement SE SE NW NW NW NW NE
Directions Served T TR L T T T L
Maximum Queue (ft) 76 74 30 8 70 118 70
Average Queue (ft) 19 26 4 0 14 41 31
95th Queue (ft) 56 62 21 4 49 93 58
Link Distance (ft) 777 777 762 762 762 322
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 185
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Movement EB EB EB WB WB WB NB NB SB
Directions Served L T TR L T TR L TR LTR
Maximum Queue (ft) 194 258 176 79 234 284 92 98 93
Average Queue (ft) 127 36 73 12 103 161 32 38 33
95th Queue (ft) 197 149 140 44 194 258 70 78 71
Link Distance (ft) 1021 1021 267 267 1248 741
Upstream Blk Time (%) 0 1
Queuing Penalty (veh) 0 4
Storage Bay Dist (ft) 170 185 150
Storage Blk Time (%) 4 0 1
Queuing Penalty (veh) 7 0 0
ITEM 11.3. ATTACHMENT 4

Page 571 of 1542 ends

Queuing and Blocking Report AM EX PL PROJ
Baseline APPROVED
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 4
Intersection: 8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY Movement EB WB NB
Directions Served LTR LTR LTR
Maximum Queue (ft) 36 34 37
Average Queue (ft) 13 14 1
95th Queue (ft) 37 40 15
Link Distance (ft) 728 583 741
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 9: ZINFANDEL DR & PROJ DWY 1
Movement WB WB SB
Directions Served T TR R
Maximum Queue (ft) 12 72 30
Average Queue (ft) 0 5 6
95th Queue (ft) 11 33 25
Link Distance (ft) 438 438 227
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: ZINFANDEL DR & PROJ DWY 2
Movement WB SB
Directions Served TR R
Maximum Queue (ft) 4 48
Average Queue (ft) 0 19
95th Queue (ft) 3 46
Link Distance (ft) 380 325
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
ITEM 11.3. ATTACHMENT 4

Page 572 of 1542 ends

Queuing and Blocking Report AM EX PL PROJ
Baseline APPROVED
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 5
Intersection: 11: ZINFANDEL DR & PROJ DWY 3
Movement EB EB WB WB
Directions Served T T T TR
Maximum Queue (ft) 126 6 95 106
Average Queue (ft) 12 0 17 20
95th Queue (ft) 66 5 61 70
Link Distance (ft) 380 380 201 201
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 12
ITEM 11.3. ATTACHMENT 4

Page 573 of 1542 ends

Arterial Level of Service PM EX PL PROJ

AS APPROVED
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 1
Arterial Level of Service: SB ZINFANDEL DR
Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS INTERNATIONAL DR I 55 55.0 30.6 85.6 0.84 35.3 B
BEAR HOLLOW DR I 55 25.0 18.6 43.6 0.26 21.3 D
SPOTO DR I 55 29.5 6.6 36.1 0.32 32.0 C
MATHER BLVD I 55 31.8 28.9 60.7 0.36 21.6 D
PROJ DWY 3 I 55 23.8 4.1 27.9 0.25 31.7 C
Douglas Rd I 55 53.2 19.9 73.1 0.81 40.0 B
Total I 218.3 108.7 327.0 2.84 31.3 C
Arterial Level of Service: WB ZINFANDEL DR
Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS Douglas Rd I 55 38.5 29.6 68.1 0.59 31.1 C
PROJ DWY 3 I 55 53.2 3.2 56.4 0.81 51.9 A
BAROQUE DR (SOUTH) I 55 23.8 28.0 51.8 0.25 17.1 E
SPOTO DR I 55 31.8 3.5 35.3 0.36 37.2 B
FROGS LEAP DR I 55 29.5 18.8 48.3 0.32 23.9 D
INTERNATIONAL DR I 55 25.0 32.4 57.4 0.26 16.2 E
Total I 201.8 115.5 317.3 2.59 29.4 C
ITEM 11.3. ATTACHMENT 4

Page 574 of 1542 ends

HCM 6th Signalized Intersection Summary PM EX PL PROJ
1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR AS APPROVED STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 2
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Volume (veh/h) 40 1034 165 20 772 10 130 5 35 5 5 20 Future Volume (veh/h) 40 1034 165 20 772 10 130 5 35 5 5 20 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 43 1124 179 22 839 11 141 5 38 5 5 22 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 50 1490 237 29 1705 22 181 261 221 7 13 56
Arrive On Green 0.03 0.34 0.34 0.02 0.33 0.33 0.10 0.14 0.14 0.00 0.04 0.04 Sat Flow, veh/h 1781 4440 707 1781 5194 68 1781 1870 1585 1781 302 1329 Grp Volume(v), veh/h 43 861 442 22 550 300 141 5 38 5 0 27 Grp Sat Flow(s),veh/h/ln 1781 1702 1743 1781 1702 1858 1781 1870 1585 1781 0 1631 Q Serve(g_s), s 1.0 9.3 9.3 0.5 5.3 5.3 3.2 0.1 0.6 0.1 0.0 0.7 Cycle Q Clear(g_c), s 1.0 9.3 9.3 0.5 5.3 5.3 3.2 0.1 0.6 0.1 0.0 0.7 Prop In Lane 1.00 0.41 1.00 0.04 1.00 1.00 1.00 0.81
Lane Grp Cap(c), veh/h 50 1142 585 29 1117 610 181 261 221 7 0 68 V/C Ratio(X) 0.85 0.75 0.76 0.76 0.49 0.49 0.78 0.02 0.17 0.69 0.00 0.39 Avail Cap(c_a), veh/h 1080 5781 2960 1080 5781 3156 1080 1815 1538 1080 0 1781 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 19.9 12.2 12.2 20.2 11.1 11.1 18.1 15.3 7.5 20.5 0.0 19.2 Incr Delay (d2), s/veh 13.7 0.4 0.8 14.1 0.1 0.2 2.7 0.0 0.1 35.8 0.0 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 2.1 2.2 0.3 1.2 1.3 1.3 0.0 0.3 0.1 0.0 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 33.7 12.6 12.9 34.3 11.2 11.3 20.8 15.3 7.6 56.3 0.0 20.6 LnGrp LOS C B B C B B C BAEAC
Approach Vol, veh/h 1346 872 184 32
Approach Delay, s/veh 13.4 11.8 17.9 26.2
Approach LOS B B B C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 5.7 18.8 9.7 7.0 6.0 18.5 5.7 11.1 Change Period (Y+Rc), s 5.0 * 5 5.5 * 5.3 * 4.8 5.0 5.5 * 5.3 Max Green Setting (Gmax), s 25.0 * 70 25.0 * 45 * 25 70.0 25.0 * 40 Max Q Clear Time (g_c+I1), s 2.5 11.3 5.2 2.7 3.0 7.3 2.1 2.6 Green Ext Time (p_c), s 0.0 2.5 0.1 0.0 0.0 1.5 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 13.3
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 575 of 1542 ends

HCM 6th Signalized Intersection Summary PM EX PL PROJ
3: SPOTO DR & ZINFANDEL DR AS APPROVED
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 4
Movement SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (veh/h) 954 60 10 727 50 10
Future Volume (veh/h) 954 60 10 727 50 10
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 1037 65 11 790 54 11
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 222222
Cap, veh/h 1357 85 16 2907 76 68
Arrive On Green 0.40 0.40 0.01 0.57 0.04 0.04
Sat Flow, veh/h 3490 213 1781 5274 1781 1585
Grp Volume(v), veh/h 542 560 11 790 54 11
Grp Sat Flow(s),veh/h/ln 1777 1832 1781 1702 1781 1585
Q Serve(g_s), s 7.2 7.2 0.2 2.2 0.8 0.2
Cycle Q Clear(g_c), s 7.2 7.2 0.2 2.2 0.8 0.2
Prop In Lane 0.12 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 710 732 16 2907 76 68
V/C Ratio(X) 0.76 0.76 0.70 0.27 0.71 0.16
Avail Cap(c_a), veh/h 4551 4692 1629 13078 2607 2320
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 7.1 7.1 13.5 3.0 12.9 12.6
Incr Delay (d2), s/veh 0.7 0.6 19.0 0.0 4.5 0.4
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.6 0.6 0.1 0.0 0.3 0.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 7.7 7.7 32.5 3.0 17.4 13.0
LnGrp LOS A A C A B B
Approach Vol, veh/h 1102 801 65
Approach Delay, s/veh 7.7 3.4 16.6
Approach LOS A A B
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 4.6 16.0 20.7 6.7
Change Period (Y+Rc), s * 4.4 * 5.1 * 5.1 5.5
Max Green Setting (Gmax), s * 25 * 70 * 70 40.0
Max Q Clear Time (g_c+I1), s 2.2 9.2 4.2 2.8
Green Ext Time (p_c), s 0.0 1.7 1.6 0.0
Intersection Summary
HCM 6th Ctrl Delay 6.3
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 576 of 1542 ends

HCM 6th Signalized Intersection Summary PM EX PL PROJ
7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR AS APPROVED STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 79 825 15 47 594 31 15 22 15 130 17 78 Future Volume (veh/h) 79 825 15 47 594 31 15 22 15 130 17 78 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1826 1870 1870 1870 1870 1826 1870 1826 1870 1826 1826 1826 Adj Flow Rate, veh/h 86 897 16 51 646 34 16 24 16 141 18 85 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 522225252555
Cap, veh/h 108 1089 19 62 961 51 62 36 24 179 23 108
Arrive On Green 0.06 0.30 0.30 0.03 0.28 0.28 0.03 0.03 0.03 0.19 0.19 0.19 Sat Flow, veh/h 1739 3572 64 1781 3434 181 1781 1022 681 967 123 583 Grp Volume(v), veh/h 86 446 467 51 334 346 16 0 40 244 0 0 Grp Sat Flow(s),veh/h/ln 1739 1777 1859 1781 1777 1838 1781 0 1703 1673 0 0 Q Serve(g_s), s 2.3 10.8 10.8 1.3 7.7 7.7 0.4 0.0 1.1 6.4 0.0 0.0 Cycle Q Clear(g_c), s 2.3 10.8 10.8 1.3 7.7 7.7 0.4 0.0 1.1 6.4 0.0 0.0 Prop In Lane 1.00 0.03 1.00 0.10 1.00 0.40 0.58 0.35
Lane Grp Cap(c), veh/h 108 542 567 62 497 514 62 0 59 310 0 0 V/C Ratio(X) 0.80 0.82 0.82 0.83 0.67 0.67 0.26 0.00 0.67 0.79 0.00 0.00 Avail Cap(c_a), veh/h 939 2686 2810 962 2686 2778 1539 0 1471 1445 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 21.4 14.9 14.9 22.2 14.8 14.8 21.8 0.0 22.1 18.0 0.0 0.0 Incr Delay (d2), s/veh 5.0 1.2 1.2 10.0 0.6 0.6 0.8 0.0 4.9 1.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 3.1 3.2 0.6 2.2 2.3 0.2 0.0 0.5 2.3 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.5 16.2 16.1 32.2 15.4 15.4 22.6 0.0 26.9 19.7 0.0 0.0 LnGrp LOS C B B C B B C A C B A A
Approach Vol, veh/h 999 731 56 244
Approach Delay, s/veh 17.0 16.5 25.7 19.7
Approach LOS B B C B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.9 19.2 14.1 7.1 18.1 7.1
Change Period (Y+Rc), s * 4.3 * 5.1 5.5 * 4.2 5.1 5.5
Max Green Setting (Gmax), s * 25 * 70 40.0 * 25 70.0 40.0 Max Q Clear Time (g_c+I1), s 3.3 12.8 8.4 4.3 9.7 3.1
Green Ext Time (p_c), s 0.0 1.3 0.5 0.0 1.0 0.1
Intersection Summary
HCM 6th Ctrl Delay 17.4
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 577 of 1542 ends

HCM 6th TWSC PM EX PL PROJ
8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY AS APPROVED STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 7
Intersection
Int Delay, s/veh 5.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 30 120 0 0 30 40 42 0 75 0
Future Vol, veh/h 0 0 30 120 0 0 30 40 42 0 75 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 0 33 130 0 0 33 43 46 0 82 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 214 237 82 231 214 66 82 0 0 89 0 0 Stage 1 82 82 - 132 132 -------
Stage 2 132 155 - 99 82 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 743 664 978 724 684 998 1515 - - 1506 - - Stage 1 926 827 - 871 787 -------
Stage 2 871 769 - 907 827 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 730 649 978 688 668 998 1515 - - 1506 - - Mov Cap-2 Maneuver 730 649 - 688 668 -------
Stage 1 905 827 - 851 769 -------
Stage 2 851 751 - 877 827 -------
Approach EB WB NB SB
HCM Control Delay, s 8.8 11.5 2 0

HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1515 - - 978 688 1506 - -
HCM Lane V/C Ratio 0.022 - - 0.033 0.19 - - -
HCM Control Delay (s) 7.4 0 - 8.8 11.5 0 - -
HCM Lane LOS A A - A B A - -
HCM 95th %tile Q(veh) 0.1 - - 0.1 0.7 0 - -
ITEM 11.3. ATTACHMENT 4

Page 578 of 1542 ends

HCM 6th TWSC PM EX PL PROJ
9: ZINFANDEL DR & PROJ DWY 1 AS APPROVED
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 8
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 975 630 0 0 42
Future Vol, veh/h 0 975 630 0 0 42
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22525
Mvmt Flow 0 1060 685 0 0 46
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 343
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - - - - -7
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - ---- 3.35
Pot Cap-1 Maneuver 0 - - - 0 644
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 644
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 11

HCM LOS B
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) - - - 644
HCM Lane V/C Ratio - - - 0.071
HCM Control Delay (s) - - - 11
HCM Lane LOS - - - B
HCM 95th %tile Q(veh) - - - 0.2
ITEM 11.3. ATTACHMENT 4

Page 579 of 1542 ends

HCM 6th TWSC PM EX PL PROJ
10: ZINFANDEL DR & PROJ DWY 2 AS APPROVED
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 9
Intersection
Int Delay, s/veh 1.2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 975 462 5 0 169
Future Vol, veh/h 0 975 462 5 0 169
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22525
Mvmt Flow 0 1060 502 5 0 184
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 254
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - - - - -7
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - ---- 3.35
Pot Cap-1 Maneuver 0 - - - 0 736
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 736
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 11.5

HCM LOS B
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) - - - 736
HCM Lane V/C Ratio - - - 0.25
HCM Control Delay (s) - - - 11.5
HCM Lane LOS - - - B
HCM 95th %tile Q(veh) - - - 1
ITEM 11.3. ATTACHMENT 4

Page 580 of 1542 ends

HCM 6th Signalized Intersection Summary PM EX PL PROJ
11: ZINFANDEL DR & PROJ DWY 3 AS APPROVED
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 11
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 0 975 467 0 0 0
Future Volume (veh/h) 0 975 467 0 0 0
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1826 1870 1826
Adj Flow Rate, veh/h 0 1060 508 0 0 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 222525
Cap, veh/h 13 2408 2408 0 13 11
Arrive On Green 0.00 0.68 0.68 0.00 0.00 0.00
Sat Flow, veh/h 1781 3647 3741 0 1781 1547
Grp Volume(v), veh/h 0 1060 508 0 0 0
Grp Sat Flow(s),veh/h/ln 1781 1777 1777 0 1781 1547
Q Serve(g_s), s 0.0 1.9 0.8 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.0 1.9 0.8 0.0 0.0 0.0
Prop In Lane 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 13 2408 2408 0 13 11
V/C Ratio(X) 0.00 0.44 0.21 0.00 0.00 0.00
Avail Cap(c_a), veh/h 638 4581 4581 0 2296 1995
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.00 1.00 1.00 0.00 0.00 0.00
Uniform Delay (d), s/veh 0.0 1.0 0.8 0.0 0.0 0.0
Incr Delay (d2), s/veh 0.0 0.1 0.0 0.0 0.0 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.0 0.0 0.0 0.0 0.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 1.2 0.9 0.0 0.0 0.0
LnGrp LOS AAAAAA
Approach Vol, veh/h 1060 508 0
Approach Delay, s/veh 1.2 0.9 0.0
Approach LOS A A
Timer - Assigned Phs 4 6 7 8
Phs Duration (G+Y+Rc), s 14.0 0.0 0.0 14.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 18.0 18.0 5.0 18.0
Max Q Clear Time (g_c+I1), s 3.9 0.0 0.0 2.8
Green Ext Time (p_c), s 5.6 0.0 0.0 2.5
Intersection Summary
HCM 6th Ctrl Delay 1.1
HCM 6th LOS A
ITEM 11.3. ATTACHMENT 4

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ITEM 11.3. ATTACHMENT 4

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SimTraffic Performance Report PM EX PL PROJ
Baseline APPROVED
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 1
1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Performance by movement Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Denied Del/Veh (s) 0.9 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 Total Del/Veh (s) 17.2 12.2 9.3 18.1 6.8 2.1 14.7 9.8 5.5 16.5 17.5 5.4 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Performance by movement Movement All
Denied Del/Veh (s) 0.1
Total Del/Veh (s) 10.1
3: SPOTO DR & ZINFANDEL DR Performance by movement
Movement SET SER NWL NWT NEL NER All
Denied Del/Veh (s) 0.0 0.0 0.4 0.0 0.0 0.1 0.0
Total Del/Veh (s) 5.5 3.0 8.1 4.6 10.7 6.1 5.2
7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 4.2 0.2 0.1 0.0 0.0 0.0 Total Del/Veh (s) 21.7 17.6 14.1 21.8 12.8 9.1 22.5 23.5 11.4 18.7 14.3 10.8 7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Performance by movement Movement All
Denied Del/Veh (s) 0.0
Total Del/Veh (s) 16.0
8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY Performance by movement Movement EBR WBL NBL NBT NBR SBT All
Denied Del/Veh (s) 0.1 0.2 0.0 0.0 0.0 0.1 0.1
Total Del/Veh (s) 3.2 5.6 3.2 1.6 1.3 0.3 2.9
9: ZINFANDEL DR & PROJ DWY 1 Performance by movement
Movement EBT WBT SBR All
Denied Del/Veh (s) 0.0 0.0 0.1 0.0
Total Del/Veh (s) 5.2 1.9 6.3 3.9
10: ZINFANDEL DR & PROJ DWY 2 Performance by movement
Movement EBT WBT WBR SBR All
Denied Del/Veh (s) 0.0 0.0 0.0 0.2 0.0
Total Del/Veh (s) 3.9 1.2 0.1 5.7 3.3
ITEM 11.3. ATTACHMENT 4

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SimTraffic Performance Report PM EX PL PROJ
Baseline APPROVED
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 2
11: ZINFANDEL DR & PROJ DWY 3 Performance by movement
Movement EBT WBT All
Denied Del/Veh (s) 0.0 0.0 0.0
Total Del/Veh (s) 4.1 1.0 3.1
Total Zone Performance
Denied Del/Veh (s) 0.3
Total Del/Veh (s) 603.0
ITEM 11.3. ATTACHMENT 4

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Queuing and Blocking Report PM EX PL PROJ
Baseline APPROVED
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 3
Intersection: 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Movement SE SE SE SE NW NW NW NW NE NE NE SW
Directions Served L T T TR L T T TR L T R L
Maximum Queue (ft) 53 132 164 189 42 124 99 85 118 30 60 29 Average Queue (ft) 17 21 60 75 11 46 31 28 53 5 21 4
95th Queue (ft) 41 80 130 154 31 94 73 65 92 23 51 20
Link Distance (ft) 1255 1255 1255 328 328 328 328 479 344 Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 180 170 165
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
Intersection: 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Movement SW
Directions Served TR
Maximum Queue (ft) 52
Average Queue (ft) 19
95th Queue (ft) 46
Link Distance (ft) 344
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: SPOTO DR & ZINFANDEL DR
Movement SE SE NW NW NW NE NE
Directions Served T TR L T T L R
Maximum Queue (ft) 103 145 31 48 100 64 40
Average Queue (ft) 27 46 8 8 34 28 8
95th Queue (ft) 75 104 27 33 80 56 30
Link Distance (ft) 777 777 762 762 322
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 185 156
Storage Blk Time (%)
Queuing Penalty (veh)
ITEM 11.3. ATTACHMENT 4

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Queuing and Blocking Report PM EX PL PROJ
Baseline APPROVED
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 4
Intersection: 7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Movement EB EB EB WB WB WB NB NB SB
Directions Served L T TR L T TR L TR LTR
Maximum Queue (ft) 102 222 290 62 168 212 40 61 158
Average Queue (ft) 43 91 153 18 54 101 9 21 68
95th Queue (ft) 82 195 251 46 124 177 30 48 129
Link Distance (ft) 1021 1021 267 267 1248 741
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 170 185 150
Storage Blk Time (%) 0 0
Queuing Penalty (veh) 0 0
Intersection: 8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY Movement EB WB NB
Directions Served LTR LTR LTR
Maximum Queue (ft) 48 75 39
Average Queue (ft) 19 36 2
95th Queue (ft) 46 57 17
Link Distance (ft) 728 583 741
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 9: ZINFANDEL DR & PROJ DWY 1
Movement EB SB
Directions Served T R
Maximum Queue (ft) 17 69
Average Queue (ft) 1 26
95th Queue (ft) 12 54
Link Distance (ft) 267 227
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
ITEM 11.3. ATTACHMENT 4

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Queuing and Blocking Report PM EX PL PROJ
Baseline APPROVED
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 5
Intersection: 10: ZINFANDEL DR & PROJ DWY 2
Movement EB SB
Directions Served T R
Maximum Queue (ft) 30 113
Average Queue (ft) 1 53
95th Queue (ft) 11 88
Link Distance (ft) 438 325
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 11: ZINFANDEL DR & PROJ DWY 3
Movement EB WB WB
Directions Served T T TR
Maximum Queue (ft) 298 50 62
Average Queue (ft) 29 3 4
95th Queue (ft) 144 22 28
Link Distance (ft) 380 201 201
Upstream Blk Time (%) 0
Queuing Penalty (veh) 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 0
ITEM 11.3. ATTACHMENT 4

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ITEM 11.3. ATTACHMENT 4

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HCM 6th Signalized Intersection Summary AM EX PL PROJECT 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR W NEW SIGNAL STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 1
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Volume (veh/h) 5 706 85 50 989 0 170 1 30 5 5 25 Future Volume (veh/h) 5 706 85 50 989 0 170 1 30 5 5 25 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 5 767 92 54 1075 0 185 1 33 5 5 27 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 7 1117 133 98 1520 0 237 318 269 7 10 56
Arrive On Green 0.00 0.24 0.24 0.06 0.30 0.00 0.13 0.17 0.17 0.00 0.04 0.04 Sat Flow, veh/h 1781 4624 551 1781 5274 0 1781 1870 1585 1781 254 1370 Grp Volume(v), veh/h 5 563 296 54 1075 0 185 1 33 5 0 32 Grp Sat Flow(s),veh/h/ln 1781 1702 1771 1781 1702 0 1781 1870 1585 1781 0 1624 Q Serve(g_s), s 0.1 5.9 6.0 1.2 7.4 0.0 3.9 0.0 0.4 0.1 0.0 0.8 Cycle Q Clear(g_c), s 0.1 5.9 6.0 1.2 7.4 0.0 3.9 0.0 0.4 0.1 0.0 0.8 Prop In Lane 1.00 0.31 1.00 0.00 1.00 1.00 1.00 0.84
Lane Grp Cap(c), veh/h 7 822 428 98 1520 0 237 318 269 7 0 67 V/C Ratio(X) 0.69 0.69 0.69 0.55 0.71 0.00 0.78 0.00 0.12 0.69 0.00 0.48 Avail Cap(c_a), veh/h 1133 6063 3155 1133 9094 0 1133 1904 1613 1133 0 1859 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 19.5 13.5 13.6 18.1 12.3 0.0 16.5 13.5 5.3 19.5 0.0 18.4 Incr Delay (d2), s/veh 35.7 0.4 0.7 1.8 0.2 0.0 2.1 0.0 0.1 35.7 0.0 2.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 1.5 1.6 0.4 1.7 0.0 1.5 0.0 0.2 0.1 0.0 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 55.2 13.9 14.3 19.9 12.5 0.0 18.6 13.5 5.4 55.2 0.0 20.4 LnGrp LOS EBBBBABBAEAC
Approach Vol, veh/h 864 1129 219 37
Approach Delay, s/veh 14.3 12.9 16.6 25.1
Approach LOS B B B C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 7.2 14.5 10.7 6.9 5.0 16.7 5.7 12.0 Change Period (Y+Rc), s 5.0 * 5 5.5 * 5.3 * 4.8 5.0 5.5 * 5.3 Max Green Setting (Gmax), s 25.0 * 70 25.0 * 45 * 25 70.0 25.0 * 40 Max Q Clear Time (g_c+I1), s 3.2 8.0 5.9 2.8 2.1 9.4 2.1 2.4 Green Ext Time (p_c), s 0.0 1.5 0.1 0.1 0.0 2.3 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 14.0
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 589 of 1542 ends

HCM 6th Signalized Intersection Summary AM EX PL PROJECT 3: SPOTO DR & ZINFANDEL DR W NEW SIGNAL
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 2
Movement SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (veh/h) 661 55 10 919 55 5
Future Volume (veh/h) 661 55 10 919 55 5
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 718 60 11 999 60 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 2 22222
Cap, veh/h 1059 88 16 2615 78 70
Arrive On Green 0.32 0.32 0.01 0.51 0.04 0.04
Sat Flow, veh/h 3414 277 1781 5274 1781 1585
Grp Volume(v), veh/h 384 394 11 999 60 5
Grp Sat Flow(s),veh/h/ln1777 1820 1781 1702 1781 1585
Q Serve(g_s), s 4.5 4.5 0.1 2.8 0.8 0.1
Cycle Q Clear(g_c), s 4.5 4.5 0.1 2.8 0.8 0.1
Prop In Lane 0.15 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 567 581 16 2615 78 70
V/C Ratio(X) 0.68 0.68 0.70 0.38 0.77 0.07
Avail Cap(c_a), veh/h 5209 5337 1865 14969 2984 2655
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 7.1 7.1 11.8 3.5 11.3 10.9
Incr Delay (d2), s/veh 0.5 0.5 18.6 0.0 5.7 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln0.3 0.3 0.1 0.0 0.3 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 7.6 7.6 30.4 3.6 17.0 11.1
LnGrp LOS A A C A B B
Approach Vol, veh/h 778 1010 65
Approach Delay, s/veh 7.6 3.9 16.5
Approach LOS A A B
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s4.6 12.7 17.3 6.6
Change Period (Y+Rc), s* 4.4 * 5.1 * 5.1 5.5
Max Green Setting (Gmax), s* 25 * 70 * 70 40.0
Max Q Clear Time (g_c+I1), s2.1 6.5 4.8 2.8
Green Ext Time (p_c), s 0.0 1.1 2.1 0.0
Intersection Summary
HCM 6th Ctrl Delay 5.9
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 590 of 1542 ends

HCM 6th Signalized Intersection Summary AM EX PL PROJECT 7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR W NEW SIGNAL STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 30 601 30 27 824 40 50 0 66 25 20 30 Future Volume (veh/h) 30 601 30 27 824 40 50 0 66 25 20 30 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 34 683 34 31 936 45 57 0 75 28 23 34 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 42 1147 57 39 1152 55 137 0 122 36 29 43
Arrive On Green 0.02 0.33 0.33 0.02 0.33 0.33 0.08 0.00 0.08 0.06 0.06 0.06 Sat Flow, veh/h 1781 3445 171 1781 3451 166 1781 0 1585 566 465 687 Grp Volume(v), veh/h 34 352 365 31 482 499 57 0 75 85 0 0 Grp Sat Flow(s),veh/h/ln1781 1777 1840 1781 1777 1840 1781 0 1585 1718 0 0 Q Serve(g_s), s 0.8 6.7 6.7 0.7 10.0 10.0 1.2 0.0 1.9 2.0 0.0 0.0 Cycle Q Clear(g_c), s 0.8 6.7 6.7 0.7 10.0 10.0 1.2 0.0 1.9 2.0 0.0 0.0 Prop In Lane 1.00 0.09 1.00 0.09 1.00 1.00 0.33 0.40
Lane Grp Cap(c), veh/h 42 592 613 39 593 614 137 0 122 108 0 0 V/C Ratio(X) 0.81 0.59 0.60 0.80 0.81 0.81 0.42 0.00 0.62 0.79 0.00 0.00 Avail Cap(c_a), veh/h 1103 3082 3191 1103 3082 3192 1766 0 1571 1703 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 19.6 11.2 11.2 19.6 12.3 12.3 17.8 0.0 18.1 18.6 0.0 0.0 Incr Delay (d2), s/veh 12.7 0.4 0.3 12.8 1.0 1.0 0.7 0.0 1.9 4.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.4 1.6 1.6 0.4 2.4 2.5 0.5 0.0 0.6 0.8 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.4 11.5 11.5 32.4 13.3 13.3 18.5 0.0 19.9 23.4 0.0 0.0 LnGrp LOS C B B C BBBABCAA
Approach Vol, veh/h 751 1012 132 85
Approach Delay, s/veh 12.5 13.9 19.3 23.4
Approach LOS B B B C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s5.2 18.5 8.0 5.2 18.6 8.6
Change Period (Y+Rc), s* 4.3 * 5.1 5.5 * 4.2 5.1 5.5
Max Green Setting (Gmax), s* 25 * 70 40.0 * 25 70.0 40.0 Max Q Clear Time (g_c+I1), s2.7 8.7 4.0 2.8 12.0 3.9
Green Ext Time (p_c), s 0.0 1.0 0.2 0.0 1.5 0.2
Intersection Summary
HCM 6th Ctrl Delay 14.1
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 591 of 1542 ends

HCM 6th TWSC AM EX PL PROJECT
9: ZINFANDEL DR & PROJ DWY 1 W NEW SIGNAL
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 4
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 692 881 8 0 10
Future Vol, veh/h 0 692 881 8 0 10
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 2 22525
Mvmt Flow 0 786 1001 9 0 11
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 505
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - - - - -7
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - ---- 3.35
Pot Cap-1 Maneuver 0 - - - 0 504
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 504
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 12.3

HCM LOS B
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) - - - 504
HCM Lane V/C Ratio - - - 0.023
HCM Control Delay (s) - - - 12.3
HCM Lane LOS - - - B
HCM 95th %tile Q(veh) - - - 0.1
ITEM 11.3. ATTACHMENT 4

Page 592 of 1542 ends

HCM 6th TWSC AM EX PL PROJECT
10: ZINFANDEL DR & PROJ DWY 2 W NEW SIGNAL
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 5
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 692 873 31 0 17
Future Vol, veh/h 0 692 873 31 0 17
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 2 22525
Mvmt Flow 0 786 992 35 0 19
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 514
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - - - - -7
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - ---- 3.35
Pot Cap-1 Maneuver 0 - - - 0 498
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 498
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 12.5

HCM LOS B
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) - - - 498
HCM Lane V/C Ratio - - - 0.039
HCM Control Delay (s) - - - 12.5
HCM Lane LOS - - - B
HCM 95th %tile Q(veh) - - - 0.1
ITEM 11.3. ATTACHMENT 4

Page 593 of 1542 ends

HCM 6th Signalized Intersection Summary AM EX PL PROJECT 11: ZINFANDEL DR & PROJ DWY 3 W NEW SIGNAL
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 317 375 0 0 889 17 0 0 0 7 0 14
Future Volume (veh/h) 317 375 0 0 889 17 0 0 0 7 0 14
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1826 1870 0 0 1870 1826 0 1870 0 1826 0 1826 Adj Flow Rate, veh/h 360 426 0 0 1010 19 0 0 0 8 0 16
Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 520025020505
Cap, veh/h 430 2501 0 0 1258 24 0 5 0 11 0 0
Arrive On Green 0.25 0.70 0.00 0.00 0.35 0.35 0.00 0.00 0.00 0.01 0.00 0.00 Sat Flow, veh/h 1739 3647 0 0 3662 67 0 -84166 0 1739 8 Grp Volume(v), veh/h 360 426 0 0 503 526 0008 45.3
Grp Sat Flow(s),veh/h/ln 1739 1777 0 0 1777 1858 0 1870 0 1739 D Q Serve(g_s), s 7.2 1.5 0.0 0.0 9.4 9.4 0.0 0.0 0.0 0.2 Cycle Q Clear(g_c), s 7.2 1.5 0.0 0.0 9.4 9.4 0.0 0.0 0.0 0.2 Prop In Lane 1.00 0.00 0.00 0.04 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 430 2501 0 0 626 655 0 5 0 11
V/C Ratio(X) 0.84 0.17 0.00 0.00 0.80 0.80 0.00 0.00 0.00 0.72 Avail Cap(c_a), veh/h 1008 6304 0 0 3152 3297 0 1815 0 1640 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 13.1 1.8 0.0 0.0 10.7 10.7 0.0 0.0 0.0 18.1 Incr Delay (d2), s/veh 1.7 0.0 0.0 0.0 0.9 0.9 0.0 0.0 0.0 27.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 0.0 0.0 0.0 1.9 2.0 0.0 0.0 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 14.7 1.8 0.0 0.0 11.6 11.6 0.0 0.0 0.0 45.3 LnGrp LOS BAAABBAAAD
Approach Vol, veh/h 786 1029 0
Approach Delay, s/veh 7.7 11.6 0.0
Approach LOS A B
Timer - Assigned Phs 2 5678
Phs Duration (G+Y+Rc), s 30.9 12.9 18.0 5.7 0.0
Change Period (Y+Rc), s 5.1 * 3.8 5.1 5.5 4.5
Max Green Setting (Gmax), s 64.9 * 21 64.9 34.5 35.5
Max Q Clear Time (g_c+I1), s 3.5 9.2 11.4 2.2 0.0
Green Ext Time (p_c), s 0.8 0.1 1.5 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 10.1
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 594 of 1542 ends

ITEM 11.3. ATTACHMENT 4

Page 595 of 1542 ends

Arterial Level of Service AM EX PL PROJECT

W NEW SIGNAL
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 1
Arterial Level of Service: SB ZINFANDEL DR
Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS INTERNATIONAL DR I 55 55.0 28.8 83.8 0.84 36.1 B
BEAR HOLLOW DR I 55 25.0 22.6 47.6 0.26 19.5 E
SPOTO DR I 55 29.5 5.0 34.5 0.32 33.5 C
MATHER BLVD I 55 32.0 20.1 52.1 0.37 25.4 D
CROSSWALK I 55 23.8 4.1 27.9 0.25 31.7 C
Douglas Rd I 55 53.1 15.3 68.4 0.81 42.7 A
Total I 218.4 95.9 314.3 2.84 32.6 C
Arterial Level of Service: WB ZINFANDEL DR
Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS Douglas Rd I 55 38.5 32.2 70.7 0.59 30.0 C
PROJ DWY 3 I 55 53.1 25.1 78.2 0.81 37.3 B
BAROQUE DR (SOUTH) I 55 23.8 24.1 47.9 0.25 18.4 E
SPOTO DR I 55 32.0 2.9 34.9 0.37 37.9 B
FROGS LEAP DR I 55 29.5 16.5 46.0 0.32 25.1 D
INTERNATIONAL DR I 55 25.0 29.1 54.1 0.26 17.2 E
Total I 201.9 129.9 331.8 2.59 28.1 C
ITEM 11.3. ATTACHMENT 4

Page 596 of 1542 ends

SimTraffic Performance Report AM EX PLUS PROJ
Baseline 10/17/2021
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 1
1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Performance by movement Movement SEL SET SER NWL NWT NEL NET NER SWL SWT SWR All Denied Del/Veh (s) 0.1 0.0 0.0 0.1 0.1 0.7 0.4 0.1 0.1 0.1 0.1 Total Del/Veh (s) 20.8 13.4 9.3 15.3 7.1 14.2 4.3 16.3 21.7 5.8 10.1 3: SPOTO DR & ZINFANDEL DR Performance by movement
Movement SET SER NWL NWT NEL NER All
Denied Del/Veh (s) 0.0 0.0 0.2 0.0 0.0 0.0 0.0
Total Del/Veh (s) 3.2 1.0 7.8 4.9 11.2 3.9 4.3
7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBT SBR All Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 3.9 0.2 0.0 0.0 0.0 0.1 Total Del/Veh (s) 16.0 10.3 2.1 15.1 9.6 6.0 14.9 5.0 16.4 19.8 6.4 9.9 9: ZINFANDEL DR & PROJ DWY 1 Performance by movement
Movement EBT WBT WBR SBR All
Denied Del/Veh (s) 0.0 0.0 0.0 0.1 0.0
Total Del/Veh (s) 3.3 2.6 0.4 6.7 2.9
10: ZINFANDEL DR & PROJ DWY 2 Performance by movement
Movement EBT WBT WBR SBR All
Denied Del/Veh (s) 0.0 0.0 0.0 0.1 0.0
Total Del/Veh (s) 1.5 4.7 3.0 5.2 3.3
11: ZINFANDEL DR & PROJ DWY 3 Performance by movement
Movement EBL EBT WBT WBR SBL SBR All
Denied Del/Veh (s) 0.1 0.0 0.0 0.0 0.1 0.1 0.0
Total Del/Veh (s) 12.2 2.9 13.9 8.7 24.4 6.3 10.9
Total Zone Performance
Denied Del/Veh (s) 0.6
Total Del/Veh (s) 1101.3
ITEM 11.3. ATTACHMENT 4

Page 597 of 1542 ends

Queuing and Blocking Report AM EX PLUS PROJ
Baseline 10/17/2021
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 2
Intersection: 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Movement SE SE SE SE NW NW NW NW NE NE NE SW
Directions Served L T T TR L T T TR L T R L
Maximum Queue (ft) 30 94 130 154 62 166 117 73 129 8 50 32 Average Queue (ft) 4 22 51 60 23 72 35 23 62 0 18 3
95th Queue (ft) 17 63 105 122 49 138 84 58 101 5 45 18
Link Distance (ft) 1255 1255 1255 328 328 328 328 479 344 Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 180 170 165
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Movement SW
Directions Served TR
Maximum Queue (ft) 52
Average Queue (ft) 21
95th Queue (ft) 47
Link Distance (ft) 344
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: SPOTO DR & ZINFANDEL DR
Movement SE SE NW NW NW NW NE NE
Directions Served T TR L T T T L R
Maximum Queue (ft) 84 74 34 16 69 111 73 29
Average Queue (ft) 25 21 8 1 17 41 28 5
95th Queue (ft) 65 59 27 9 51 91 55 22
Link Distance (ft) 404 404 770 770 770 322
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 185 156
Storage Blk Time (%)
Queuing Penalty (veh)
ITEM 11.3. ATTACHMENT 4

Page 598 of 1542 ends

Queuing and Blocking Report AM EX PLUS PROJ
Baseline 10/17/2021
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 3
Intersection: 7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Movement EB EB EB WB WB WB NB NB SB
Directions Served L T TR L T TR L TR LTR
Maximum Queue (ft) 98 216 103 44 190 222 53 56 54
Average Queue (ft) 11 78 24 9 55 99 17 11 18
95th Queue (ft) 50 162 64 27 136 186 40 34 45
Link Distance (ft) 1016 1016 267 267 1225 739
Upstream Blk Time (%) 0 0
Queuing Penalty (veh) 0 0
Storage Bay Dist (ft) 170 185 150
Storage Blk Time (%) 1 0
Queuing Penalty (veh) 0 0
Intersection: 9: ZINFANDEL DR & PROJ DWY 1
Movement WB WB SB
Directions Served T TR R
Maximum Queue (ft) 9 9 47
Average Queue (ft) 0 0 10
95th Queue (ft) 4 8 36
Link Distance (ft) 438 438 226
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: ZINFANDEL DR & PROJ DWY 2
Movement SB
Directions Served R
Maximum Queue (ft) 54
Average Queue (ft) 14
95th Queue (ft) 42
Link Distance (ft) 319
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
ITEM 11.3. ATTACHMENT 4

Page 599 of 1542 ends

Queuing and Blocking Report AM EX PLUS PROJ
Baseline 10/17/2021
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 4
Intersection: 11: ZINFANDEL DR & PROJ DWY 3
Movement EB EB EB WB WB SB SB
Directions Served L T T T TR L R
Maximum Queue (ft) 234 125 81 219 266 32 54
Average Queue (ft) 92 18 4 77 112 7 14
95th Queue (ft) 179 76 36 168 212 28 44
Link Distance (ft) 378 378 923 923 387 387
Upstream Blk Time (%) 0
Queuing Penalty (veh) 0
Storage Bay Dist (ft) 300
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
Zone Summary
Zone wide Queuing Penalty: 1
ITEM 11.3. ATTACHMENT 4

Page 600 of 1542 ends

Arterial Level of Service PM EX PL PROJ

NEW SIGNAL
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 1
Arterial Level of Service: SB ZINFANDEL DR
Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS INTERNATIONAL DR I 55 55.0 30.6 85.6 0.84 35.3 B
BEAR HOLLOW DR I 55 25.0 18.6 43.6 0.26 21.3 D
SPOTO DR I 55 29.5 6.6 36.1 0.32 32.0 C
MATHER BLVD I 55 31.8 26.3 58.1 0.36 22.6 D
CROSSWALK I 55 22.0 11.4 33.4 0.23 24.4 D
Douglas Rd I 55 54.5 19.9 74.4 0.83 40.3 B
Total I 217.8 113.4 331.2 2.84 30.9 C
Arterial Level of Service: WB ZINFANDEL DR
Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS Douglas Rd I 55 38.5 29.6 68.1 0.59 31.1 C
PROJ DWY 3 I 55 54.5 15.8 70.3 0.83 42.6 A
BAROQUE DR (SOUTH) I 55 22.0 22.3 44.3 0.23 18.4 E
SPOTO DR I 55 31.8 3.5 35.3 0.36 37.2 B
FROGS LEAP DR I 55 29.5 18.8 48.3 0.32 23.9 D
INTERNATIONAL DR I 55 25.0 32.4 57.4 0.26 16.2 E
Total I 201.3 122.4 323.7 2.59 28.8 C
ITEM 11.3. ATTACHMENT 4

Page 601 of 1542 ends

HCM 6th Signalized Intersection Summary PM EX PL PROJ
1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR NEW SIGNAL STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 1
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Volume (veh/h) 40 1034 165 20 772 10 130 5 35 5 5 20 Future Volume (veh/h) 40 1034 165 20 772 10 130 5 35 5 5 20 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 43 1124 179 22 839 11 141 5 38 5 5 22 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 50 1490 237 29 1705 22 181 261 221 7 13 56
Arrive On Green 0.03 0.34 0.34 0.02 0.33 0.33 0.10 0.14 0.14 0.00 0.04 0.04 Sat Flow, veh/h 1781 4440 707 1781 5194 68 1781 1870 1585 1781 302 1329 Grp Volume(v), veh/h 43 861 442 22 550 300 141 5 38 5 0 27 Grp Sat Flow(s),veh/h/ln 1781 1702 1743 1781 1702 1858 1781 1870 1585 1781 0 1631 Q Serve(g_s), s 1.0 9.3 9.3 0.5 5.3 5.3 3.2 0.1 0.6 0.1 0.0 0.7 Cycle Q Clear(g_c), s 1.0 9.3 9.3 0.5 5.3 5.3 3.2 0.1 0.6 0.1 0.0 0.7 Prop In Lane 1.00 0.41 1.00 0.04 1.00 1.00 1.00 0.81
Lane Grp Cap(c), veh/h 50 1142 585 29 1117 610 181 261 221 7 0 68 V/C Ratio(X) 0.85 0.75 0.76 0.76 0.49 0.49 0.78 0.02 0.17 0.69 0.00 0.39 Avail Cap(c_a), veh/h 1080 5781 2960 1080 5781 3156 1080 1815 1538 1080 0 1781 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 19.9 12.2 12.2 20.2 11.1 11.1 18.1 15.3 7.5 20.5 0.0 19.2 Incr Delay (d2), s/veh 13.7 0.4 0.8 14.1 0.1 0.2 2.7 0.0 0.1 35.8 0.0 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 2.1 2.2 0.3 1.2 1.3 1.3 0.0 0.3 0.1 0.0 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 33.7 12.6 12.9 34.3 11.2 11.3 20.8 15.3 7.6 56.3 0.0 20.6 LnGrp LOS C B B C B B C BAEAC
Approach Vol, veh/h 1346 872 184 32
Approach Delay, s/veh 13.4 11.8 17.9 26.2
Approach LOS B B B C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 5.7 18.8 9.7 7.0 6.0 18.5 5.7 11.1 Change Period (Y+Rc), s 5.0 * 5 5.5 * 5.3 * 4.8 5.0 5.5 * 5.3 Max Green Setting (Gmax), s 25.0 * 70 25.0 * 45 * 25 70.0 25.0 * 40 Max Q Clear Time (g_c+I1), s 2.5 11.3 5.2 2.7 3.0 7.3 2.1 2.6 Green Ext Time (p_c), s 0.0 2.5 0.1 0.0 0.0 1.5 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 13.3
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 602 of 1542 ends

HCM 6th Signalized Intersection Summary PM EX PL PROJ
3: SPOTO DR & ZINFANDEL DR NEW SIGNAL
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 2
Movement SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (veh/h) 954 60 10 727 50 10
Future Volume (veh/h) 954 60 10 727 50 10
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 1037 65 11 790 54 11
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 2 22222
Cap, veh/h 1357 85 16 2907 76 68
Arrive On Green 0.40 0.40 0.01 0.57 0.04 0.04
Sat Flow, veh/h 3490 213 1781 5274 1781 1585
Grp Volume(v), veh/h 542 560 11 790 54 11
Grp Sat Flow(s),veh/h/ln1777 1832 1781 1702 1781 1585
Q Serve(g_s), s 7.2 7.2 0.2 2.2 0.8 0.2
Cycle Q Clear(g_c), s 7.2 7.2 0.2 2.2 0.8 0.2
Prop In Lane 0.12 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 710 732 16 2907 76 68
V/C Ratio(X) 0.76 0.76 0.70 0.27 0.71 0.16
Avail Cap(c_a), veh/h 4551 4692 1629 13078 2607 2320
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 7.1 7.1 13.5 3.0 12.9 12.6
Incr Delay (d2), s/veh 0.7 0.6 19.0 0.0 4.5 0.4
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln0.6 0.6 0.1 0.0 0.3 0.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 7.7 7.7 32.5 3.0 17.4 13.0
LnGrp LOS A A C A B B
Approach Vol, veh/h 1102 801 65
Approach Delay, s/veh 7.7 3.4 16.6
Approach LOS A A B
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s4.6 16.0 20.7 6.7
Change Period (Y+Rc), s* 4.4 * 5.1 * 5.1 5.5
Max Green Setting (Gmax), s* 25 * 70 * 70 40.0
Max Q Clear Time (g_c+I1), s2.2 9.2 4.2 2.8
Green Ext Time (p_c), s 0.0 1.7 1.6 0.0
Intersection Summary
HCM 6th Ctrl Delay 6.3
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 603 of 1542 ends

HCM 6th Signalized Intersection Summary PM EX PL PROJ
7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR NEW SIGNAL STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 45 859 15 60 652 30 15 15 20 80 5 20 Future Volume (veh/h) 45 859 15 60 652 30 15 15 20 80 5 20 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1826 1870 1870 1870 1870 1826 1870 1826 1870 1826 1826 1826 Adj Flow Rate, veh/h 49 934 16 65 709 33 16 16 22 87 5 22 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 5 22225252555
Cap, veh/h 57 1159 20 79 1169 54 60 24 32 113 6 29
Arrive On Green 0.03 0.32 0.32 0.04 0.34 0.34 0.03 0.03 0.03 0.09 0.09 0.09 Sat Flow, veh/h 1739 3575 61 1781 3457 161 1781 696 957 1299 75 328 Grp Volume(v), veh/h 49 464 486 65 364 378 16 0 38 114 0 0 Grp Sat Flow(s),veh/h/ln1739 1777 1859 1781 1777 1841 1781 0 1654 1702 0 0 Q Serve(g_s), s 1.1 9.5 9.5 1.4 6.8 6.8 0.3 0.0 0.9 2.6 0.0 0.0 Cycle Q Clear(g_c), s 1.1 9.5 9.5 1.4 6.8 6.8 0.3 0.0 0.9 2.6 0.0 0.0 Prop In Lane 1.00 0.03 1.00 0.09 1.00 0.58 0.76 0.19
Lane Grp Cap(c), veh/h 57 576 603 79 601 623 60 0 56 148 0 0 V/C Ratio(X) 0.86 0.81 0.81 0.82 0.61 0.61 0.27 0.00 0.68 0.77 0.00 0.00 Avail Cap(c_a), veh/h 1088 3113 3258 1115 3113 3227 1784 0 1656 1704 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 19.2 12.4 12.4 18.9 11.0 11.0 18.8 0.0 19.1 17.8 0.0 0.0 Incr Delay (d2), s/veh 12.6 1.0 1.0 7.5 0.4 0.4 0.9 0.0 5.2 3.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.5 2.4 2.5 0.6 1.6 1.6 0.1 0.0 0.4 1.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.9 13.4 13.3 26.5 11.4 11.4 19.7 0.0 24.3 21.0 0.0 0.0 LnGrp LOS C B B C BBBACCAA
Approach Vol, veh/h 999 807 54 114
Approach Delay, s/veh 14.3 12.6 23.0 21.0
Approach LOS B B C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s6.1 18.0 9.0 5.5 18.6 6.9
Change Period (Y+Rc), s* 4.3 * 5.1 5.5 * 4.2 5.1 5.5
Max Green Setting (Gmax), s* 25 * 70 40.0 * 25 70.0 40.0 Max Q Clear Time (g_c+I1), s3.4 11.5 4.6 3.1 8.8 2.9
Green Ext Time (p_c), s 0.0 1.4 0.2 0.0 1.1 0.1
Intersection Summary
HCM 6th Ctrl Delay 14.2
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 604 of 1542 ends

HCM 6th TWSC PM EX PL PROJ
8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY NEW SIGNAL STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 4
Intersection
Int Delay, s/veh 2.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 30 0 0 0 30 40 0 0 75 0
Future Vol, veh/h 0 0 30 0 0 0 30 40 0 0 75 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 0 33 0 0 0 33 43 0 0 82 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 191 191 82 208 191 43 82 0 0 43 0 0 Stage 1 82 82 - 109 109 -------
Stage 2 109 109 - 99 82 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 769 704 978 749 704 1027 1515 - - 1566 - - Stage 1 926 827 - 896 805 -------
Stage 2 896 805 - 907 827 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 756 689 978 712 689 1027 1515 - - 1566 - - Mov Cap-2 Maneuver 756 689 - 712 689 -------
Stage 1 906 827 - 876 787 -------
Stage 2 876 787 - 877 827 -------
Approach EB WB NB SB
HCM Control Delay, s 8.8 0 3.2 0

Page 605 of 1542 ends

HCM 6th TWSC PM EX PL PROJ
9: ZINFANDEL DR & PROJ DWY 1 NEW SIGNAL
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 5
Intersection
Int Delay, s/veh 0.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 966 674 1 0 67
Future Vol, veh/h 0 966 674 1 0 67
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22525
Mvmt Flow 0 1050 733 1 0 73
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 367
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - - - - -7
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - ---- 3.35
Pot Cap-1 Maneuver 0 - - - 0 621
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 621
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 11.6

HCM LOS B
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) - - - 621
HCM Lane V/C Ratio - - - 0.117
HCM Control Delay (s) - - - 11.6
HCM Lane LOS - - - B
HCM 95th %tile Q(veh) - - - 0.4
ITEM 11.3. ATTACHMENT 4

Page 606 of 1542 ends

HCM 6th TWSC PM EX PL PROJ
10: ZINFANDEL DR & PROJ DWY 2 NEW SIGNAL
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 6
Intersection
Int Delay, s/veh 0.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 966 559 4 0 117
Future Vol, veh/h 0 966 559 4 0 117
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22525
Mvmt Flow 0 1050 608 4 0 127
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 306
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - - - - -7
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - ---- 3.35
Pot Cap-1 Maneuver 0 - - - 0 681
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 681
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 11.5

HCM LOS B
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) - - - 681
HCM Lane V/C Ratio - - - 0.187
HCM Control Delay (s) - - - 11.5
HCM Lane LOS - - - B
HCM 95th %tile Q(veh) - - - 0.7
ITEM 11.3. ATTACHMENT 4

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HCM 6th Signalized Intersection Summary PM EX PL PROJ
11: ZINFANDEL DR & PROJ DWY 3 NEW SIGNAL
STONECREEK INDUSTRIAL Synchro 11 Report
KD ANDERSON & ASSOC Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 41 925 0 0 465 2 0 0 0 50 0 98
Future Volume (veh/h) 41 925 0 0 465 2 0 0 0 50 0 98
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1826 1870 0 0 1870 1826 0 1870 0 1826 0 1826 Adj Flow Rate, veh/h 45 1005 0 0 505 2 0 0 0 54 0 107
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 520025020505
Cap, veh/h 57 1637 0 0 901 4 0 9 0 67 0 0
Arrive On Green 0.03 0.46 0.00 0.00 0.25 0.25 0.00 0.00 0.00 0.04 0.00 0.00 Sat Flow, veh/h 1739 3647 0 0 3724 14 0 -84166 0 1739 54 Grp Volume(v), veh/h 45 1005 0 0 247 260 0 0 0 54 18.2
Grp Sat Flow(s),veh/h/ln 1739 1777 0 0 1777 1868 0 1870 0 1739 B Q Serve(g_s), s 0.5 4.5 0.0 0.0 2.6 2.6 0.0 0.0 0.0 0.7 Cycle Q Clear(g_c), s 0.5 4.5 0.0 0.0 2.6 2.6 0.0 0.0 0.0 0.7 Prop In Lane 1.00 0.00 0.00 0.01 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 57 1637 0 0 441 464 0 9 0 67
V/C Ratio(X) 0.79 0.61 0.00 0.00 0.56 0.56 0.00 0.00 0.00 0.81 Avail Cap(c_a), veh/h 1742 10896 0 0 5448 5727 0 3137 0 2834 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 10.2 4.3 0.0 0.0 6.9 6.9 0.0 0.0 0.0 10.1 Incr Delay (d2), s/veh 8.5 0.1 0.0 0.0 0.4 0.4 0.0 0.0 0.0 8.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 18.6 4.4 0.0 0.0 7.4 7.3 0.0 0.0 0.0 18.2 LnGrp LOS BAAAAAAAAB
Approach Vol, veh/h 1050 507 0
Approach Delay, s/veh 5.0 7.4 0.0
Approach LOS A A
Timer - Assigned Phs 2 5678
Phs Duration (G+Y+Rc), s 14.8 4.5 10.4 6.3 0.0
Change Period (Y+Rc), s 5.1 * 3.8 5.1 5.5 4.5
Max Green Setting (Gmax), s 64.9 * 21 64.9 34.5 35.5
Max Q Clear Time (g_c+I1), s 6.5 2.5 4.6 2.7 0.0
Green Ext Time (p_c), s 2.1 0.0 0.7 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 6.2
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

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ITEM 11.3. ATTACHMENT 4

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SimTraffic Performance Report PM EX PLUS PROJ
Baseline 10/17/2021
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 1
1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Performance by movement Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Denied Del/Veh (s) 0.9 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.1 Total Del/Veh (s) 18.4 13.2 9.5 19.8 7.1 1.9 15.9 9.7 5.4 21.5 18.5 5.3 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Performance by movement Movement All
Denied Del/Veh (s) 0.1
Total Del/Veh (s) 10.9
3: SPOTO DR & ZINFANDEL DR Performance by movement
Movement SET SER NWL NWT NEL NER All
Denied Del/Veh (s) 0.0 0.0 0.2 0.0 0.0 0.0 0.0
Total Del/Veh (s) 5.6 2.5 7.7 4.8 10.6 4.7 5.3
7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 4.1 0.2 0.1 0.0 0.0 0.0 Total Del/Veh (s) 20.8 14.4 3.3 15.3 8.1 4.8 18.7 20.9 6.3 16.8 10.2 8.2 7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Performance by movement Movement All
Denied Del/Veh (s) 0.0
Total Del/Veh (s) 12.2
8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY Performance by movement Movement EBR NBL NBT SBT All
Denied Del/Veh (s) 0.1 0.0 0.0 0.1 0.1
Total Del/Veh (s) 2.7 2.9 1.1 0.2 1.3
9: ZINFANDEL DR & PROJ DWY 1 Performance by movement
Movement EBT WBT WBR SBR All
Denied Del/Veh (s) 0.0 0.0 0.0 0.1 0.0
Total Del/Veh (s) 4.7 1.8 0.1 6.0 3.6
10: ZINFANDEL DR & PROJ DWY 2 Performance by movement
Movement EBT WBT WBR SBR All
Denied Del/Veh (s) 0.0 0.0 0.0 0.2 0.0
Total Del/Veh (s) 5.1 2.2 0.9 5.1 4.1
ITEM 11.3. ATTACHMENT 4

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SimTraffic Performance Report PM EX PLUS PROJ
Baseline 10/17/2021
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 2
11: ZINFANDEL DR & PROJ DWY 3 Performance by movement
Movement EBL EBT WBT WBR SBL SBR All
Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.1 0.2 0.0
Total Del/Veh (s) 14.8 11.9 5.6 2.1 16.8 5.0 9.9
Total Zone Performance
Denied Del/Veh (s) 0.3
Total Del/Veh (s) 690.0
ITEM 11.3. ATTACHMENT 4

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Queuing and Blocking Report PM EX PLUS PROJ
Baseline 10/17/2021
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 3
Intersection: 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Movement SE SE SE SE NW NW NW NW NE NE NE SW
Directions Served L T T TR L T T TR L T R L
Maximum Queue (ft) 52 120 187 224 51 130 90 90 142 33 56 29 Average Queue (ft) 19 22 67 83 13 49 31 28 58 4 19 4
95th Queue (ft) 43 72 144 166 36 100 76 66 104 20 46 19 Link Distance (ft) 1255 1255 1255 328 328 328 328 479 344 Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 180 170 165
Storage Blk Time (%) 0 0
Queuing Penalty (veh) 0 0
Intersection: 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Movement SW
Directions Served TR
Maximum Queue (ft) 48
Average Queue (ft) 16
95th Queue (ft) 44
Link Distance (ft) 344
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: SPOTO DR & ZINFANDEL DR
Movement SE SE NW NW NW NE NE
Directions Served T TR L T T L R
Maximum Queue (ft) 118 105 30 41 109 74 29
Average Queue (ft) 38 34 6 9 39 29 6
95th Queue (ft) 88 81 23 31 90 60 25
Link Distance (ft) 777 777 762 762 322
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 185 156
Storage Blk Time (%)
Queuing Penalty (veh)
ITEM 11.3. ATTACHMENT 4

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Queuing and Blocking Report PM EX PLUS PROJ
Baseline 10/17/2021
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 4
Intersection: 7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Movement EB EB EB WB WB WB NB NB SB
Directions Served L T TR L T TR L TR LTR
Maximum Queue (ft) 161 270 216 59 135 205 39 61 90
Average Queue (ft) 36 129 71 17 32 82 10 18 33
95th Queue (ft) 100 227 170 42 92 158 32 45 70
Link Distance (ft) 1021 1021 267 267 1248 741
Upstream Blk Time (%) 0 0
Queuing Penalty (veh) 0 0
Storage Bay Dist (ft) 170 185 150
Storage Blk Time (%) 3
Queuing Penalty (veh) 1
Intersection: 8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY Movement EB NB
Directions Served LTR LTR
Maximum Queue (ft) 51 25
Average Queue (ft) 20 2
95th Queue (ft) 47 13
Link Distance (ft) 728 741
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 9: ZINFANDEL DR & PROJ DWY 1
Movement SB
Directions Served R
Maximum Queue (ft) 67
Average Queue (ft) 33
95th Queue (ft) 59
Link Distance (ft) 226
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
ITEM 11.3. ATTACHMENT 4

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Queuing and Blocking Report PM EX PLUS PROJ
Baseline 10/17/2021
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 5
Intersection: 10: ZINFANDEL DR & PROJ DWY 2
Movement EB EB SB
Directions Served T T R
Maximum Queue (ft) 157 46 75
Average Queue (ft) 18 2 40
95th Queue (ft) 104 25 66
Link Distance (ft) 438 438 319
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 11: ZINFANDEL DR & PROJ DWY 3
Movement EB EB EB WB WB SB SB
Directions Served L T T T TR L R
Maximum Queue (ft) 164 291 49 94 118 77 83
Average Queue (ft) 26 135 1 24 34 33 38
95th Queue (ft) 98 273 14 63 83 64 67
Link Distance (ft) 278 278 293 293 389 389
Upstream Blk Time (%) 0 2 0
Queuing Penalty (veh) 0 7 0
Storage Bay Dist (ft) 300
Storage Blk Time (%) 0 2
Queuing Penalty (veh) 0 1
Zone Summary
Zone wide Queuing Penalty: 10
ITEM 11.3. ATTACHMENT 4

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HCM 6th Signalized Intersection Summary AM CUM PL PROJ
1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR AS APPROVED STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 1
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Volume (veh/h) 10 780 240 145 1660 5 320 5 35 5 5 25 Future Volume (veh/h) 10 780 240 145 1660 5 320 5 35 5 5 25 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 10 780 240 145 1660 5 320 5 35 5 5 25 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 222222222222
Cap, veh/h 14 1049 326 347 2022 628 371 452 383 7 10 50 Arrive On Green 0.01 0.21 0.21 0.19 0.40 0.40 0.21 0.24 0.24 0.00 0.04 0.04 Sat Flow, veh/h 1781 5106 1585 1781 5106 1585 1781 1870 1585 1781 271 1355 Grp Volume(v), veh/h 10 780 240 145 1660 5 320 5 35 5 0 30 Grp Sat Flow(s),veh/h/ln 1781 1702 1585 1781 1702 1585 1781 1870 1585 1781 0 1626 Q Serve(g_s), s 0.3 8.4 4.3 4.2 17.1 0.1 10.2 0.1 0.5 0.2 0.0 1.1 Cycle Q Clear(g_c), s 0.3 8.4 4.3 4.2 17.1 0.1 10.2 0.1 0.5 0.2 0.0 1.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.83
Lane Grp Cap(c), veh/h 14 1049 326 347 2022 628 371 452 383 7 0 60 V/C Ratio(X) 0.73 0.74 0.74 0.42 0.82 0.01 0.86 0.01 0.09 0.70 0.00 0.50 Avail Cap(c_a), veh/h 649 6652 2065 849 7226 2243 1623 1819 1541 100 0 194 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 29.1 21.9 5.7 20.7 15.9 10.7 22.4 16.9 4.5 29.2 0.0 27.7 Incr Delay (d2), s/veh 23.8 0.4 1.2 0.3 0.3 0.0 2.3 0.0 0.0 37.2 0.0 2.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 2.8 2.7 1.5 4.8 0.0 4.2 0.0 0.3 0.1 0.0 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 52.9 22.3 7.0 21.0 16.2 10.7 24.7 16.9 4.6 66.4 0.0 30.1 LnGrp LOS D C A C B B C BAEAC
Approach Vol, veh/h 1030 1810 360 35
Approach Delay, s/veh 19.0 16.6 22.7 35.3
Approach LOS B B C D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 16.4 17.1 17.7 7.5 5.3 28.3 5.7 19.5 Change Period (Y+Rc), s 5.0 * 5 5.5 * 5.3 * 4.8 5.0 5.5 * 5.3 Max Green Setting (Gmax), s 28.0 * 77 53.5 * 7 * 21 83.1 3.3 * 57 Max Q Clear Time (g_c+I1), s 6.2 10.4 12.2 3.1 2.3 19.1 2.2 2.5 Green Ext Time (p_c), s 0.0 1.6 0.1 0.0 0.0 4.2 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 18.2
HCM 6th LOS B
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 615 of 1542 ends

HCM 6th Signalized Intersection Summary AM CUM PL PROJ
3: SPOTO DR & ZINFANDEL DR AS APPROVED
STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 2
Movement SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (veh/h) 770 80 130 1580 90 70
Future Volume (veh/h) 770 80 130 1580 90 70
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 770 80 130 1580 90 70
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00
Percent Heavy Veh, % 2 22222
Cap, veh/h 1349 419 163 2650 156 139
Arrive On Green 0.26 0.26 0.09 0.52 0.09 0.09
Sat Flow, veh/h 5274 1585 1781 5274 1781 1585
Grp Volume(v), veh/h 770 80 130 1580 90 70
Grp Sat Flow(s),veh/h/ln1702 1585 1781 1702 1781 1585
Q Serve(g_s), s 3.5 1.1 1.9 5.8 1.3 1.1
Cycle Q Clear(g_c), s 3.5 1.1 1.9 5.8 1.3 1.1
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1349 419 163 2650 156 139
V/C Ratio(X) 0.57 0.19 0.80 0.60 0.58 0.50
Avail Cap(c_a), veh/h 12869 3995 2486 20773 1951 1736
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 8.6 7.7 12.0 4.5 11.8 11.7
Incr Delay (d2), s/veh 0.1 0.1 3.3 0.1 1.3 1.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln0.5 0.2 0.5 0.0 0.4 0.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 8.7 7.8 15.3 4.6 13.1 12.8
LnGrp LOS A ABABB
Approach Vol, veh/h 850 1710 160
Approach Delay, s/veh 8.6 5.4 12.9
Approach LOS A A B
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s6.9 12.2 19.1 7.9
Change Period (Y+Rc), s* 4.4 * 5.1 * 5.1 5.5
Max Green Setting (Gmax), s* 38 * 68 * 1.1E2 29.5
Max Q Clear Time (g_c+I1), s3.9 5.5 7.8 3.3
Green Ext Time (p_c), s 0.0 1.6 3.9 0.1
Intersection Summary
HCM 6th Ctrl Delay 6.9
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

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HCM 6th Signalized Intersection Summary AM CUM PL PROJ
7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR AS APPROVED STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 280 460 100 500 1610 270 60 95 260 240 25 40 Future Volume (veh/h) 280 460 100 500 1610 270 60 95 260 240 25 40 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 280 460 100 500 1610 170 60 95 260 240 25 40 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 289 1810 562 574 1836 570 77 209 312 275 145 232 Arrive On Green 0.16 0.35 0.35 0.17 0.36 0.36 0.04 0.11 0.11 0.15 0.22 0.22 Sat Flow, veh/h 1781 5106 1585 3456 5106 1585 1781 1870 2790 1781 648 1036 Grp Volume(v), veh/h 280 460 100 500 1610 170 60 95 260 240 0 65 Grp Sat Flow(s),veh/h/ln1781 1702 1585 1728 1702 1585 1781 1870 1395 1781 0 1684 Q Serve(g_s), s 14.3 5.8 4.0 12.9 26.9 7.0 3.0 4.3 8.3 12.0 0.0 2.8 Cycle Q Clear(g_c), s 14.3 5.8 4.0 12.9 26.9 7.0 3.0 4.3 8.3 12.0 0.0 2.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.62
Lane Grp Cap(c), veh/h 289 1810 562 574 1836 570 77 209 312 275 0 377 V/C Ratio(X) 0.97 0.25 0.18 0.87 0.88 0.30 0.78 0.45 0.83 0.87 0.00 0.17 Avail Cap(c_a), veh/h 289 2176 675 1022 2847 884 193 209 312 579 0 463 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 38.0 20.9 20.3 37.1 27.4 21.0 43.2 37.9 39.7 37.7 0.0 28.6 Incr Delay (d2), s/veh 44.3 0.0 0.1 1.7 1.4 0.1 6.2 0.6 16.5 3.4 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln9.3 2.1 1.4 5.1 9.8 0.0 1.4 2.0 3.5 5.3 0.0 1.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 82.3 20.9 20.4 38.8 28.7 21.1 49.4 38.5 56.3 41.2 0.0 28.7 LnGrp LOS F CCDCCDDEDAC
Approach Vol, veh/h 840 2280 415 305
Approach Delay, s/veh 41.3 30.4 51.2 38.5
Approach LOS DCDD
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s19.5 37.5 8.1 26.2 19.0 37.9 18.4 16.0 Change Period (Y+Rc), s* 4.3 * 5.1 * 4.2 5.8 * 4.2 5.1 * 4.3 5.8 Max Green Setting (Gmax), s* 27 * 39 * 9.9 25.1 * 15 50.9 * 30 10.2 Max Q Clear Time (g_c+I1), s14.9 7.8 5.0 4.8 16.3 28.9 14.0 10.3 Green Ext Time (p_c), s 0.3 0.9 0.0 0.1 0.0 3.9 0.1 0.0 Intersection Summary
HCM 6th Ctrl Delay 35.7
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 617 of 1542 ends

HCM 6th TWSC AM CUM PL PROJ
8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY AS APPROVED STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 4
Intersection
Int Delay, s/veh 0.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 5 0 20 17 0 0 20 315 328 0 268 5
Future Vol, veh/h 5 0 20 17 0 0 20 315 328 0 268 5
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 2 22222222222
Mvmt Flow 5 0 20 17 0 0 20 315 328 0 268 5
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 790 954 271 800 792 479 273 0 0 643 0 0 Stage 1 271 271 - 519 519 -------
Stage 2 519 683 - 281 273 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 308 259 768 303 322 587 1290 - - 942 - - Stage 1 735 685 - 540 533 -------
Stage 2 540 449 - 726 684 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 302 252 768 289 314 587 1290 - - 942 - - Mov Cap-2 Maneuver 302 252 - 289 314 -------
Stage 1 716 685 - 526 519 -------
Stage 2 526 437 - 707 684 -------
Approach EB WB NB SB
HCM Control Delay, s 11.4 18.2 0.2 0

HCM LOS B C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1290 - - 587 289 942 - -
HCM Lane V/C Ratio 0.016 - - 0.043 0.059 - - -
HCM Control Delay (s) 7.8 0 - 11.4 18.2 0 - -
HCM Lane LOS A A - B C A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 - -
ITEM 11.3. ATTACHMENT 4

Page 618 of 1542 ends

HCM 6th TWSC AM CUM PL PROJ
9: ZINFANDEL DR & PROJ DWY 1 AS APPROVED
STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 5
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 960 2374 3 0 6
Future Vol, veh/h 0 960 2374 3 0 6
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, % 2 22222
Mvmt Flow 0 960 2374 3 0 6
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 1189
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - ---- 7.14
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - ---- 3.92
Pot Cap-1 Maneuver 0 - - - 0 155
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 155
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 29.2

HCM LOS D
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) - - - 155
HCM Lane V/C Ratio - - - 0.039
HCM Control Delay (s) - - - 29.2
HCM Lane LOS - - - D
HCM 95th %tile Q(veh) - - - 0.1
ITEM 11.3. ATTACHMENT 4

Page 619 of 1542 ends

HCM 6th TWSC AM CUM PL PROJ
10: ZINFANDEL DR & PROJ DWY 2 AS APPROVED
STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 6
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 960 2353 42 0 24
Future Vol, veh/h 0 960 2353 42 0 24
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, % 2 22222
Mvmt Flow 0 960 2353 42 0 24
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 1198
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - ---- 7.14
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - ---- 3.92
Pot Cap-1 Maneuver 0 - - - 0 153
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 153
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 32.9

HCM LOS D
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) - - - 153
HCM Lane V/C Ratio - - - 0.157
HCM Control Delay (s) - - - 32.9
HCM Lane LOS - - - D
HCM 95th %tile Q(veh) - - - 0.5
ITEM 11.3. ATTACHMENT 4

Page 620 of 1542 ends

HCM 6th Signalized Intersection Summary AM CUM PL PROJ
11: ZINFANDEL DR & PEDESTRIAN CROSSING AS APPROVED
STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 0 960 2395 0 0 0
Future Volume (veh/h) 0 960 2395 0 0 0
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 0 960 2395 0 0 0
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00
Percent Heavy Veh, % 222222
Cap, veh/h 9 3775 3775 0 9 8
Arrive On Green 0.00 0.74 0.74 0.00 0.00 0.00
Sat Flow, veh/h 1781 5274 5443 0 1781 1585
Grp Volume(v), veh/h 0 960 2395 0 0 0
Grp Sat Flow(s),veh/h/ln 1781 1702 1702 0 1781 1585
Q Serve(g_s), s 0.0 1.2 4.5 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.0 1.2 4.5 0.0 0.0 0.0
Prop In Lane 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 9 3775 3775 0 9 8
V/C Ratio(X) 0.00 0.25 0.63 0.00 0.00 0.00
Avail Cap(c_a), veh/h 2277 18273 18273 0 3825 3404
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.00 1.00 1.00 0.00 0.00 0.00
Uniform Delay (d), s/veh 0.0 0.8 1.3 0.0 0.0 0.0
Incr Delay (d2), s/veh 0.0 0.0 0.1 0.0 0.0 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.0 0.0 0.0 0.0 0.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.8 1.3 0.0 0.0 0.0
LnGrp LOS AAAAAA
Approach Vol, veh/h 960 2395 0
Approach Delay, s/veh 0.8 1.3 0.0
Approach LOS A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 19.6 0.0 0.0 19.6
Change Period (Y+Rc), s * 5.1 5.5 * 4.3 5.1
Max Green Setting (Gmax), s * 70 42.0 * 25 70.0
Max Q Clear Time (g_c+I1), s 3.2 0.0 0.0 6.5
Green Ext Time (p_c), s 2.0 0.0 0.0 8.0
Intersection Summary
HCM 6th Ctrl Delay 1.2
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 621 of 1542 ends

ITEM 11.3. ATTACHMENT 4

Page 622 of 1542 ends

Arterial Level of Service AM CUM PL PROJ

AS APPROVED
STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 1
Arterial Level of Service: SB ZINFANDEL DR
Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS INTERNATIONAL DR I 55 55.0 39.4 94.4 0.84 32.0 C
BEAR HOLLOW DR I 55 25.0 34.0 59.0 0.26 15.7 F
SPOTO DR I 55 29.5 11.8 41.3 0.32 28.0 C
MATHER BLVD I 55 31.8 27.8 59.6 0.36 22.0 D
PEDESTRIAN CROSSING I 55 22.0 3.8 25.8 0.23 31.6 C
Douglas Rd I 55 54.5 21.9 76.4 0.83 39.2 B
Total I 217.8 138.7 356.5 2.84 28.7 C
Arterial Level of Service: WB ZINFANDEL DR
Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS Douglas Rd I 55 38.5 63.4 101.9 0.59 20.8 E
PEDESTRIAN CROSSING I 55 54.5 6.1 60.6 0.83 49.4 A
BAROQUE DR (SOUTH) I 55 22.0 37.4 59.4 0.23 13.7 F
SPOTO DR I 55 31.8 5.2 37.0 0.36 35.5 B
FROGS LEAP DR I 55 29.5 23.0 52.5 0.32 22.0 D
INTERNATIONAL DR I 55 25.0 48.0 73.0 0.26 12.7 F
Total I 201.3 183.1 384.4 2.59 24.3 D
ITEM 11.3. ATTACHMENT 4

Page 623 of 1542 ends

SimTraffic Performance Report AM CUM PL PROJ
Baseline APPROVED
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 1
1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Performance by movement Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Denied Del/Veh (s) 0.3 0.0 0.4 0.0 0.0 0.0 2.1 0.3 2.1 0.1 0.1 0.1 Total Del/Veh (s) 27.6 21.7 9.7 21.7 11.0 1.8 19.9 13.6 5.3 25.5 29.7 9.8 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Performance by movement Movement All
Denied Del/Veh (s) 0.3
Total Del/Veh (s) 15.1
3: SPOTO DR & ZINFANDEL DR Performance by movement
Movement SET SER NWL NWT NEL NER All
Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.1 0.1 0.0
Total Del/Veh (s) 4.8 2.6 12.7 6.8 12.1 4.4 5.9
7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 3.3 0.8 3.2 0.0 0.0 0.0 Total Del/Veh (s) 64.1 21.7 5.6 31.7 23.7 8.6 28.1 37.3 7.9 31.9 26.4 9.8 7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Performance by movement Movement All
Denied Del/Veh (s) 0.4
Total Del/Veh (s) 26.1
8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY Performance by movement Movement EBL EBR WBL NBL NBT NBR SBT SBR All
Denied Del/Veh (s) 0.1 0.1 0.1 0.0 0.0 0.0 0.2 0.2 0.1
Total Del/Veh (s) 9.0 3.4 9.3 5.0 4.4 2.8 0.6 0.3 2.8
9: ZINFANDEL DR & PROJ DWY 1 Performance by movement
Movement EBT WBT WBR SBR All
Denied Del/Veh (s) 0.0 0.0 0.0 0.1 0.0
Total Del/Veh (s) 2.4 3.5 0.7 21.2 3.2
10: ZINFANDEL DR & PROJ DWY 2 Performance by movement
Movement EBT WBT WBR SBR All
Denied Del/Veh (s) 0.0 0.0 0.0 0.1 0.0
Total Del/Veh (s) 0.8 1.9 0.6 10.0 1.6
ITEM 11.3. ATTACHMENT 4

Page 624 of 1542 ends

SimTraffic Performance Report AM CUM PL PROJ
Baseline APPROVED
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 2
11: ZINFANDEL DR & PEDESTRIAN CROSSING Performance by movement Movement EBT WBT All
Denied Del/Veh (s) 0.0 0.0 0.0
Total Del/Veh (s) 3.0 4.0 3.7
Total Zone Performance
Denied Del/Veh (s) 1.7
Total Del/Veh (s) 127.8
ITEM 11.3. ATTACHMENT 4

Page 625 of 1542 ends

Queuing and Blocking Report AM CUM PL PROJ
Baseline APPROVED
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 3
Intersection: 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Movement SE SE SE SE SE NW NW NW NW NW NE NE
Directions Served L T T T R L T T T R L T
Maximum Queue (ft) 34 195 226 207 168 160 286 238 158 12 190 163 Average Queue (ft) 7 41 98 94 40 58 137 80 58 1 114 11
95th Queue (ft) 24 120 172 162 93 112 246 177 125 5 182 86 Link Distance (ft) 1255 1255 1255 328 328 328 328 469
Upstream Blk Time (%) 0 0
Queuing Penalty (veh) 0 0
Storage Bay Dist (ft) 180 200 200 170
Storage Blk Time (%) 0 0 0 0 2
Queuing Penalty (veh) 0 1 0 0 1
Intersection: 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Movement NE SW SW
Directions Served R L TR
Maximum Queue (ft) 49 35 53
Average Queue (ft) 14 4 20
95th Queue (ft) 36 21 46
Link Distance (ft) 338 338
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 165
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: SPOTO DR & ZINFANDEL DR
Movement SE SE SE SE NW NW NW NW NE NE
Directions Served T T T R L T T T L R
Maximum Queue (ft) 153 104 92 56 101 58 98 148 80 50
Average Queue (ft) 65 28 28 19 46 11 27 63 36 21
95th Queue (ft) 123 74 66 46 86 41 72 132 67 41
Link Distance (ft) 776 776 776 762 762 762 296
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200 185 156
Storage Blk Time (%)
Queuing Penalty (veh)
ITEM 11.3. ATTACHMENT 4

Page 626 of 1542 ends

Queuing and Blocking Report AM CUM PL PROJ
Baseline APPROVED
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 4
Intersection: 7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Movement EB EB EB EB EB WB WB WB WB WB WB NB
Directions Served L T T T R L L T T T R L
Maximum Queue (ft) 194 428 264 106 84 156 187 227 243 272 223 86 Average Queue (ft) 158 158 79 56 32 71 94 104 135 167 70 28 95th Queue (ft) 222 388 219 100 67 130 152 178 210 243 161 59 Link Distance (ft) 1004 1004 1004 254 254 254
Upstream Blk Time (%) 0 0 1
Queuing Penalty (veh) 0 1 6
Storage Bay Dist (ft) 170 200 185 185 200 150
Storage Blk Time (%) 24 0 0 0 0 3 0
Queuing Penalty (veh) 36 0 0 0 2 8 0
Intersection: 7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Movement NB NB NB SB SB
Directions Served T R R L TR
Maximum Queue (ft) 137 108 53 215 170
Average Queue (ft) 46 32 5 113 24
95th Queue (ft) 104 75 26 188 86
Link Distance (ft) 1216 704
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200 200 200
Storage Blk Time (%) 0 0 1
Queuing Penalty (veh) 1 0 1
Intersection: 8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY Movement EB WB NB
Directions Served LTR LTR LTR
Maximum Queue (ft) 42 44 55
Average Queue (ft) 18 15 5
95th Queue (ft) 43 42 28
Link Distance (ft) 722 577 704
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
ITEM 11.3. ATTACHMENT 4

Page 627 of 1542 ends

Queuing and Blocking Report AM CUM PL PROJ
Baseline APPROVED
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 5
Intersection: 9: ZINFANDEL DR & PROJ DWY 1
Movement WB WB WB SB
Directions Served T T TR R
Maximum Queue (ft) 8 4 63 33
Average Queue (ft) 0046
95th Queue (ft) 8 4 37 25
Link Distance (ft) 437 437 437 209
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: ZINFANDEL DR & PROJ DWY 2
Movement EB WB WB SB
Directions Served T T TR R
Maximum Queue (ft) 2 6 2 44
Average Queue (ft) 0 0 0 17
95th Queue (ft) 2 6 2 46
Link Distance (ft) 437 278 278 307
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 11: ZINFANDEL DR & PEDESTRIAN CROSSING
Movement EB EB EB WB WB WB
Directions Served T T T T T TR
Maximum Queue (ft) 194 133 123 216 240 268
Average Queue (ft) 30 21 20 41 38 56
95th Queue (ft) 124 88 81 154 153 189
Link Distance (ft) 278 278 278 288 288 288
Upstream Blk Time (%) 0 0
Queuing Penalty (veh) 0 1
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 58
ITEM 11.3. ATTACHMENT 4

Page 628 of 1542 ends

Arterial Level of Service PM CUM PL PROJ

AS APPROVED
STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 1
Arterial Level of Service: SB ZINFANDEL DR
Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS INTERNATIONAL DR I 55 55.0 85.6 140.6 0.84 21.5 D
BEAR HOLLOW DR I 55 25.0 39.7 64.7 0.26 14.3 F
SPOTO DR I 55 29.5 14.5 44.0 0.32 26.2 D
MATHER BLVD I 55 31.8 28.3 60.1 0.36 21.9 D
PROJ DWY 3 I 55 22.0 6.1 28.1 0.23 29.0 C
Douglas Rd I 55 54.5 33.2 87.7 0.83 34.2 B
Total I 217.8 207.4 425.2 2.84 24.1 D
Arterial Level of Service: WB ZINFANDEL DR
Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS Douglas Rd I 55 38.5 87.0 125.5 0.59 16.9 E
PROJ DWY 3 I 55 54.5 3.9 58.4 0.83 51.3 A
BAROQUE DR (SOUTH) I 55 22.0 18.9 40.9 0.23 19.9 E
SPOTO DR I 55 31.8 4.4 36.2 0.36 36.3 B
FROGS LEAP DR I 55 29.5 19.7 49.2 0.32 23.5 D
INTERNATIONAL DR I 55 25.0 56.8 81.8 0.26 11.3 F
Total I 201.3 190.7 392.0 2.59 23.8 D
ITEM 11.3. ATTACHMENT 4

Page 629 of 1542 ends

HCM 6th Signalized Intersection Summary PM CUM PL PROJ
1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR AS APPROVED STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 1
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Volume (veh/h) 50 1760 415 200 780 10 290 5 95 40 5 20 Future Volume (veh/h) 50 1760 415 200 780 10 290 5 95 40 5 20 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 50 1760 415 200 780 10 290 5 95 40 5 20 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 222222222222
Cap, veh/h 64 2028 630 237 2537 788 327 363 307 50 12 50 Arrive On Green 0.04 0.40 0.40 0.13 0.50 0.50 0.18 0.19 0.19 0.03 0.04 0.04 Sat Flow, veh/h 1781 5106 1585 1781 5106 1585 1781 1870 1585 1781 327 1308 Grp Volume(v), veh/h 50 1760 415 200 780 10 290 5 95 40 0 25 Grp Sat Flow(s),veh/h/ln 1781 1702 1585 1781 1702 1585 1781 1870 1585 1781 0 1635 Q Serve(g_s), s 2.3 26.6 8.7 9.2 7.6 0.3 13.3 0.2 2.9 1.9 0.0 1.3 Cycle Q Clear(g_c), s 2.3 26.6 8.7 9.2 7.6 0.3 13.3 0.2 2.9 1.9 0.0 1.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.80
Lane Grp Cap(c), veh/h 64 2028 630 237 2537 788 327 363 307 50 0 62 V/C Ratio(X) 0.79 0.87 0.66 0.84 0.31 0.01 0.89 0.01 0.31 0.80 0.00 0.40 Avail Cap(c_a), veh/h 455 4658 1446 595 5059 1571 1136 1273 1079 70 0 136 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 40.1 23.3 4.9 35.5 12.5 10.7 33.4 27.3 13.5 40.5 0.0 39.4 Incr Delay (d2), s/veh 7.8 0.5 0.4 3.2 0.0 0.0 3.2 0.0 0.2 24.2 0.0 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 9.1 5.3 3.9 2.4 0.1 5.9 0.1 1.6 1.1 0.0 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 47.9 23.7 5.3 38.7 12.6 10.7 36.6 27.3 13.7 64.7 0.0 41.0 LnGrp LOS D C A D B B D C B E A D
Approach Vol, veh/h 2225 990 390 65
Approach Delay, s/veh 20.8 17.8 30.9 55.6
Approach LOS C B C E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 16.1 38.3 20.9 8.5 7.8 46.7 7.8 21.6 Change Period (Y+Rc), s 5.0 * 5 5.5 * 5.3 * 4.8 5.0 5.5 * 5.3 Max Green Setting (Gmax), s 28.0 * 77 53.5 * 7 * 21 83.1 3.3 * 57 Max Q Clear Time (g_c+I1), s 11.2 28.6 15.3 3.3 4.3 9.6 3.9 4.9 Green Ext Time (p_c), s 0.1 4.7 0.1 0.0 0.0 1.6 0.0 0.1 Intersection Summary
HCM 6th Ctrl Delay 21.7
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 630 of 1542 ends

HCM 6th Signalized Intersection Summary PM CUM PL PROJ
3: SPOTO DR & ZINFANDEL DR AS APPROVED
STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 2
Movement SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (veh/h) 1750 80 80 925 100 200
Future Volume (veh/h) 1750 80 80 925 100 200
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 1750 80 80 925 100 200
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00
Percent Heavy Veh, % 2 22222
Cap, veh/h 2246 697 100 3041 294 261
Arrive On Green 0.44 0.44 0.06 0.60 0.16 0.16
Sat Flow, veh/h 5274 1585 1781 5274 1781 1585
Grp Volume(v), veh/h 1750 80 80 925 100 200
Grp Sat Flow(s),veh/h/ln1702 1585 1781 1702 1781 1585
Q Serve(g_s), s 12.9 1.3 2.0 4.0 2.2 5.3
Cycle Q Clear(g_c), s 12.9 1.3 2.0 4.0 2.2 5.3
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 2246 697 100 3041 294 261
V/C Ratio(X) 0.78 0.11 0.80 0.30 0.34 0.77
Avail Cap(c_a), veh/h 7833 2431 1513 12643 1187 1056
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 10.6 7.3 20.6 4.4 16.4 17.7
Incr Delay (d2), s/veh 0.2 0.0 5.3 0.0 0.3 1.8
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln2.6 0.3 0.8 0.4 0.8 1.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 10.8 7.3 25.9 4.4 16.6 19.4
LnGrp LOS B A C A B B
Approach Vol, veh/h 1830 1005 300
Approach Delay, s/veh 10.6 6.2 18.5
Approach LOS B A B
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s6.9 24.6 31.5 12.8
Change Period (Y+Rc), s* 4.4 * 5.1 * 5.1 5.5
Max Green Setting (Gmax), s* 38 * 68 * 1.1E2 29.5
Max Q Clear Time (g_c+I1), s4.0 14.9 6.0 7.3
Green Ext Time (p_c), s 0.0 4.5 2.0 0.1
Intersection Summary
HCM 6th Ctrl Delay 10.0
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 631 of 1542 ends

HCM 6th Signalized Intersection Summary PM CUM PL PROJ
7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR AS APPROVED STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 75 1815 50 200 850 180 65 60 390 190 20 70 Future Volume (veh/h) 75 1815 50 200 850 180 65 60 390 190 20 70 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 75 1815 50 200 850 80 65 60 390 190 20 70 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 96 2064 641 285 2215 688 83 247 369 229 79 275 Arrive On Green 0.05 0.40 0.40 0.08 0.43 0.43 0.05 0.13 0.13 0.13 0.22 0.22 Sat Flow, veh/h 1781 5106 1585 3456 5106 1585 1781 1870 2790 1781 365 1276 Grp Volume(v), veh/h 75 1815 50 200 850 80 65 60 390 190 0 90 Grp Sat Flow(s),veh/h/ln1781 1702 1585 1728 1702 1585 1781 1870 1395 1781 0 1641 Q Serve(g_s), s 3.2 25.4 1.5 4.4 8.7 2.3 2.8 2.2 10.2 8.0 0.0 3.5 Cycle Q Clear(g_c), s 3.2 25.4 1.5 4.4 8.7 2.3 2.8 2.2 10.2 8.0 0.0 3.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.78
Lane Grp Cap(c), veh/h 96 2064 641 285 2215 688 83 247 369 229 0 353 V/C Ratio(X) 0.78 0.88 0.08 0.70 0.38 0.12 0.78 0.24 1.06 0.83 0.00 0.25 Avail Cap(c_a), veh/h 341 2573 799 1209 3367 1045 228 247 369 685 0 533 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 36.1 21.3 14.1 34.5 14.8 13.0 36.4 30.0 33.5 32.8 0.0 25.1 Incr Delay (d2), s/veh 5.0 2.8 0.0 1.2 0.0 0.0 5.8 0.2 63.0 2.9 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.4 8.8 0.5 1.7 2.8 0.8 1.3 1.0 6.5 3.5 0.0 1.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 41.0 24.0 14.2 35.7 14.9 13.1 42.2 30.2 96.5 35.7 0.0 25.3 LnGrp LOS D C B D B B D C F D A C
Approach Vol, veh/h 1940 1130 515 280
Approach Delay, s/veh 24.4 18.4 82.0 32.4
Approach LOS C B F C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s10.7 36.3 7.8 22.4 8.4 38.6 14.2 16.0 Change Period (Y+Rc), s* 4.3 * 5.1 * 4.2 5.8 * 4.2 5.1 * 4.3 5.8 Max Green Setting (Gmax), s* 27 * 39 * 9.9 25.1 * 15 50.9 * 30 10.2 Max Q Clear Time (g_c+I1), s6.4 27.4 4.8 5.5 5.2 10.7 10.0 12.2 Green Ext Time (p_c), s 0.1 3.8 0.0 0.1 0.0 1.8 0.1 0.0 Intersection Summary
HCM 6th Ctrl Delay 30.9
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 632 of 1542 ends

HCM 6th TWSC PM CUM PL PROJ
8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY AS APPROVED STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 4
Intersection
Int Delay, s/veh 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 5 0 30 120 0 5 30 240 42 5 130 10
Future Vol, veh/h 5 0 30 120 0 5 30 240 42 5 130 10
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 2 22222222222
Mvmt Flow 5 0 30 120 0 5 30 240 42 5 130 10
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 469 487 135 481 471 261 140 0 0 282 0 0 Stage 1 145 145 - 321 321 -------
Stage 2 324 342 - 160 150 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 505 481 914 495 491 778 1443 - - 1280 - - Stage 1 858 777 - 691 652 -------
Stage 2 688 638 - 842 773 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 491 467 914 468 477 778 1443 - - 1280 - - Mov Cap-2 Maneuver 491 467 - 468 477 -------
Stage 1 837 774 - 674 636 -------
Stage 2 666 622 - 811 770 -------
Approach EB WB NB SB
HCM Control Delay, s 9.6 15.2 0.7 0.3

HCM LOS A C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1443 - - 814 476 1280 - -
HCM Lane V/C Ratio 0.021 - - 0.043 0.263 0.004 - -
HCM Control Delay (s) 7.5 0 - 9.6 15.2 7.8 0 -
HCM Lane LOS A A - A C A A -
HCM 95th %tile Q(veh) 0.1 - - 0.1 1 0 - -
ITEM 11.3. ATTACHMENT 4

Page 633 of 1542 ends

HCM 6th TWSC PM CUM PL PROJ
9: ZINFANDEL DR & PROJ DWY 1 AS APPROVED
STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 5
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 2395 1188 0 0 42
Future Vol, veh/h 0 2395 1188 0 0 42
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, % 2 22222
Mvmt Flow 0 2395 1188 0 0 42
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 594
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - ---- 7.14
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - ---- 3.92
Pot Cap-1 Maneuver 0 - - - 0 384
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 384
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 15.5

HCM LOS C
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) - - - 384
HCM Lane V/C Ratio - - - 0.109
HCM Control Delay (s) - - - 15.5
HCM Lane LOS - - - C
HCM 95th %tile Q(veh) - - - 0.4
ITEM 11.3. ATTACHMENT 4

Page 634 of 1542 ends

HCM 6th TWSC PM CUM PL PROJ
10: ZINFANDEL DR & PROJ DWY 2 AS APPROVED
STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 6
Intersection
Int Delay, s/veh 0.9
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 2395 1019 5 0 169
Future Vol, veh/h 0 2395 1019 5 0 169
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, % 2 22222
Mvmt Flow 0 2395 1019 5 0 169
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 512
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - ---- 7.14
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - ---- 3.92
Pot Cap-1 Maneuver 0 - - - 0 434
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 434
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 18.5

HCM LOS C
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) - - - 434
HCM Lane V/C Ratio - - - 0.389
HCM Control Delay (s) - - - 18.5
HCM Lane LOS - - - C
HCM 95th %tile Q(veh) - - - 1.8
ITEM 11.3. ATTACHMENT 4

Page 635 of 1542 ends

HCM 6th Signalized Intersection Summary PM CUM PL PROJ
11: ZINFANDEL DR & PROJ DWY 3 AS APPROVED
STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 0 2395 1024 0 0 0
Future Volume (veh/h) 0 2395 1024 0 0 0
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 0 2395 1024 0 0 0
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00
Percent Heavy Veh, % 222222
Cap, veh/h 9 3775 3775 0 9 8
Arrive On Green 0.00 0.74 0.74 0.00 0.00 0.00
Sat Flow, veh/h 1781 5274 5443 0 1781 1585
Grp Volume(v), veh/h 0 2395 1024 0 0 0
Grp Sat Flow(s),veh/h/ln 1781 1702 1702 0 1781 1585
Q Serve(g_s), s 0.0 4.5 1.3 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.0 4.5 1.3 0.0 0.0 0.0
Prop In Lane 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 9 3775 3775 0 9 8
V/C Ratio(X) 0.00 0.63 0.27 0.00 0.00 0.00
Avail Cap(c_a), veh/h 2277 18273 18273 0 3825 3404
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.00 1.00 1.00 0.00 0.00 0.00
Uniform Delay (d), s/veh 0.0 1.3 0.8 0.0 0.0 0.0
Incr Delay (d2), s/veh 0.0 0.1 0.0 0.0 0.0 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.0 0.0 0.0 0.0 0.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 1.3 0.8 0.0 0.0 0.0
LnGrp LOS AAAAAA
Approach Vol, veh/h 2395 1024 0
Approach Delay, s/veh 1.3 0.8 0.0
Approach LOS A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 19.6 0.0 0.0 19.6
Change Period (Y+Rc), s * 5.1 5.5 * 4.3 5.1
Max Green Setting (Gmax), s * 70 42.0 * 25 70.0
Max Q Clear Time (g_c+I1), s 6.5 0.0 0.0 3.3
Green Ext Time (p_c), s 8.0 0.0 0.0 2.2
Intersection Summary
HCM 6th Ctrl Delay 1.2
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 636 of 1542 ends

ITEM 11.3. ATTACHMENT 4

Page 637 of 1542 ends

SimTraffic Performance Report PM CUM PL APPR SIGNAL
Baseline 10/17/2021
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 1
1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Performance by movement Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Denied Del/Veh (s) 0.5 0.1 0.5 0.0 0.0 0.0 3.0 1.3 3.2 0.1 0.1 0.1 Total Del/Veh (s) 62.4 29.2 20.7 42.5 6.8 1.5 38.7 44.4 16.3 41.6 51.4 10.1 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Performance by movement Movement All
Denied Del/Veh (s) 0.3
Total Del/Veh (s) 21.9
3: SPOTO DR & ZINFANDEL DR Performance by movement
Movement SET SER NWL NWT NEL NER All
Denied Del/Veh (s) 0.0 0.4 0.1 0.0 0.1 0.1 0.0
Total Del/Veh (s) 11.3 4.0 19.4 5.4 15.7 9.7 9.7
7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 3.2 1.0 3.2 0.0 0.0 0.0 Total Del/Veh (s) 45.4 31.1 10.9 34.4 13.9 4.4 33.0 33.8 20.4 35.3 29.0 11.8 7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Performance by movement Movement All
Denied Del/Veh (s) 0.4
Total Del/Veh (s) 25.5
8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY Performance by movement Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s) 0.1 0.1 0.2 0.1 0.0 0.0 0.0 0.1 0.2 0.1 0.1 Total Del/Veh (s) 6.4 3.6 8.7 4.9 3.6 1.8 1.2 3.2 0.7 0.4 3.1 9: ZINFANDEL DR & PROJ DWY 1 Performance by movement
Movement EBT WBT SBR All
Denied Del/Veh (s) 0.0 0.0 0.1 0.0
Total Del/Veh (s) 5.6 2.1 9.1 4.6
10: ZINFANDEL DR & PROJ DWY 2 Performance by movement
Movement EBT WBT WBR SBR All
Denied Del/Veh (s) 0.0 0.0 0.0 0.2 0.0
Total Del/Veh (s) 3.5 1.5 0.5 9.1 3.2
ITEM 11.3. ATTACHMENT 4

Page 638 of 1542 ends

SimTraffic Performance Report PM CUM PL APPR SIGNAL
Baseline 10/17/2021
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 2
11: ZINFANDEL DR & PROJ DWY 3 Performance by movement
Movement EBT WBT All
Denied Del/Veh (s) 0.0 0.0 0.0
Total Del/Veh (s) 5.1 2.4 4.0
Total Zone Performance
Denied Del/Veh (s) 1.7
Total Del/Veh (s) 149.2
ITEM 11.3. ATTACHMENT 4

Page 639 of 1542 ends

Queuing and Blocking Report PM CUM PL APPR SIGNAL
Baseline 10/17/2021
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 3
Intersection: 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Movement SE SE SE SE SE NW NW NW NW NW NE NE
Directions Served L T T T R L T T T R L T
Maximum Queue (ft) 172 551 589 534 225 301 214 157 127 15 194 307 Average Queue (ft) 48 192 228 225 114 124 89 54 47 2 150 85 95th Queue (ft) 134 416 453 448 249 237 171 123 100 8 222 286 Link Distance (ft) 1255 1255 1255 328 328 328 328 469
Upstream Blk Time (%) 0 0 0
Queuing Penalty (veh) 0 0 1
Storage Bay Dist (ft) 180 200 200 170
Storage Blk Time (%) 0 6 6 1 12 0
Queuing Penalty (veh) 1 3 24 4 12 0
Intersection: 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Movement NE SW SW
Directions Served R L TR
Maximum Queue (ft) 107 90 53
Average Queue (ft) 40 30 16
95th Queue (ft) 80 69 43
Link Distance (ft) 338 338
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 165
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: SPOTO DR & ZINFANDEL DR
Movement SE SE SE SE NW NW NW NW NE NE
Directions Served T T T R L T T T L R
Maximum Queue (ft) 214 218 190 97 104 79 104 135 90 132 Average Queue (ft) 108 103 77 21 42 12 29 53 42 54
95th Queue (ft) 182 182 154 63 83 46 76 107 79 102
Link Distance (ft) 776 776 776 762 762 762 296
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200 185 156
Storage Blk Time (%) 0 0
Queuing Penalty (veh) 0 0
ITEM 11.3. ATTACHMENT 4

Page 640 of 1542 ends

Queuing and Blocking Report PM CUM PL APPR SIGNAL
Baseline 10/17/2021
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 4
Intersection: 7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Movement EB EB EB EB EB B38 WB WB WB WB WB WB
Directions Served L T T T R T L L T T T R
Maximum Queue (ft) 194 417 438 433 224 94 102 105 146 156 184 130 Average Queue (ft) 79 227 241 237 43 3 28 53 53 71 97 40 95th Queue (ft) 178 364 383 379 156 86 77 93 112 135 160 85 Link Distance (ft) 1004 1004 1004 762 254 254 254
Upstream Blk Time (%) 0 0 0
Queuing Penalty (veh) 0 0 0
Storage Bay Dist (ft) 170 200 185 185 200
Storage Blk Time (%) 0 16 14 0 0 0 0
Queuing Penalty (veh) 0 12 7 0 0 0 0
Intersection: 7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Movement NB NB NB NB SB SB
Directions Served L T R R L TR
Maximum Queue (ft) 93 80 154 147 194 87
Average Queue (ft) 32 22 80 44 100 25
95th Queue (ft) 66 59 138 114 166 61
Link Distance (ft) 1216 704
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 150 200 200 200
Storage Blk Time (%) 0 0 0
Queuing Penalty (veh) 0 0 0
Intersection: 8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 47 104 48 33
Average Queue (ft) 22 44 5 2
95th Queue (ft) 46 78 26 16
Link Distance (ft) 722 577 704 1152
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
ITEM 11.3. ATTACHMENT 4

Page 641 of 1542 ends

Queuing and Blocking Report PM CUM PL APPR SIGNAL
Baseline 10/17/2021
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 5
Intersection: 9: ZINFANDEL DR & PROJ DWY 1
Movement EB EB WB WB SB
Directions Served T T T TR R
Maximum Queue (ft) 59 39 13 15 59
Average Queue (ft) 2 1 0 1 25
95th Queue (ft) 39 32 12 14 52
Link Distance (ft) 254 254 437 437 209
Upstream Blk Time (%) 0
Queuing Penalty (veh) 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: ZINFANDEL DR & PROJ DWY 2
Movement EB EB EB SB
Directions Served T T T R
Maximum Queue (ft) 90 120 99 126
Average Queue (ft) 7 9 8 56
95th Queue (ft) 49 62 58 98
Link Distance (ft) 437 437 437 307
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 11: ZINFANDEL DR & PROJ DWY 3
Movement EB EB EB WB WB WB
Directions Served T T T T T TR
Maximum Queue (ft) 289 288 292 150 144 196
Average Queue (ft) 55 54 57 20 20 31
95th Queue (ft) 214 215 221 88 89 117
Link Distance (ft) 278 278 278 288 288 288
Upstream Blk Time (%) 1 1 1
Queuing Penalty (veh) 6 7 8
Storage Bay Dist (ft)
Storage Blk Time (%) 1
Queuing Penalty (veh) 0
Zone Summary
Zone wide Queuing Penalty: 86
ITEM 11.3. ATTACHMENT 4

Page 642 of 1542 ends

HCM 6th Signalized Intersection Summary AM CUM PL PROJ
1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR NEW SIGNAL STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 1
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Volume (veh/h) 10 780 240 145 1660 5 320 5 35 5 5 25 Future Volume (veh/h) 10 780 240 145 1660 5 320 5 35 5 5 25 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 10 780 240 145 1660 5 320 5 35 5 5 25 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 222222222222
Cap, veh/h 14 1049 326 347 2022 628 371 452 383 7 10 50 Arrive On Green 0.01 0.21 0.21 0.19 0.40 0.40 0.21 0.24 0.24 0.00 0.04 0.04 Sat Flow, veh/h 1781 5106 1585 1781 5106 1585 1781 1870 1585 1781 271 1355 Grp Volume(v), veh/h 10 780 240 145 1660 5 320 5 35 5 0 30 Grp Sat Flow(s),veh/h/ln 1781 1702 1585 1781 1702 1585 1781 1870 1585 1781 0 1626 Q Serve(g_s), s 0.3 8.4 4.3 4.2 17.1 0.1 10.2 0.1 0.5 0.2 0.0 1.1 Cycle Q Clear(g_c), s 0.3 8.4 4.3 4.2 17.1 0.1 10.2 0.1 0.5 0.2 0.0 1.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.83
Lane Grp Cap(c), veh/h 14 1049 326 347 2022 628 371 452 383 7 0 60 V/C Ratio(X) 0.73 0.74 0.74 0.42 0.82 0.01 0.86 0.01 0.09 0.70 0.00 0.50 Avail Cap(c_a), veh/h 649 6652 2065 849 7226 2243 1623 1819 1541 100 0 194 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 29.1 21.9 5.7 20.7 15.9 10.7 22.4 16.9 4.5 29.2 0.0 27.7 Incr Delay (d2), s/veh 23.8 0.4 1.2 0.3 0.3 0.0 2.3 0.0 0.0 37.2 0.0 2.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 2.8 2.7 1.5 4.8 0.0 4.2 0.0 0.3 0.1 0.0 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 52.9 22.3 7.0 21.0 16.2 10.7 24.7 16.9 4.6 66.4 0.0 30.1 LnGrp LOS D C A C B B C BAEAC
Approach Vol, veh/h 1030 1810 360 35
Approach Delay, s/veh 19.0 16.6 22.7 35.3
Approach LOS B B C D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 16.4 17.1 17.7 7.5 5.3 28.3 5.7 19.5 Change Period (Y+Rc), s 5.0 * 5 5.5 * 5.3 * 4.8 5.0 5.5 * 5.3 Max Green Setting (Gmax), s 28.0 * 77 53.5 * 7 * 21 83.1 3.3 * 57 Max Q Clear Time (g_c+I1), s 6.2 10.4 12.2 3.1 2.3 19.1 2.2 2.5 Green Ext Time (p_c), s 0.0 1.6 0.1 0.0 0.0 4.2 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 18.2
HCM 6th LOS B
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 643 of 1542 ends

HCM 6th Signalized Intersection Summary AM CUM PL PROJ
3: SPOTO DR & ZINFANDEL DR NEW SIGNAL
STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 2
Movement SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (veh/h) 770 80 130 1575 90 70
Future Volume (veh/h) 770 80 130 1575 90 70
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 770 80 130 1575 90 70
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00
Percent Heavy Veh, % 2 22222
Cap, veh/h 1349 419 163 2650 156 139
Arrive On Green 0.26 0.26 0.09 0.52 0.09 0.09
Sat Flow, veh/h 5274 1585 1781 5274 1781 1585
Grp Volume(v), veh/h 770 80 130 1575 90 70
Grp Sat Flow(s),veh/h/ln1702 1585 1781 1702 1781 1585
Q Serve(g_s), s 3.5 1.1 1.9 5.8 1.3 1.1
Cycle Q Clear(g_c), s 3.5 1.1 1.9 5.8 1.3 1.1
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1349 419 163 2650 156 139
V/C Ratio(X) 0.57 0.19 0.80 0.59 0.58 0.50
Avail Cap(c_a), veh/h 12869 3995 2486 20773 1951 1736
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 8.6 7.7 12.0 4.5 11.8 11.7
Incr Delay (d2), s/veh 0.1 0.1 3.3 0.1 1.3 1.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln0.5 0.2 0.5 0.0 0.4 0.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 8.7 7.8 15.3 4.6 13.1 12.8
LnGrp LOS A ABABB
Approach Vol, veh/h 850 1705 160
Approach Delay, s/veh 8.6 5.4 12.9
Approach LOS A A B
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s6.9 12.2 19.1 7.9
Change Period (Y+Rc), s* 4.4 * 5.1 * 5.1 5.5
Max Green Setting (Gmax), s* 38 * 68 * 1.1E2 29.5
Max Q Clear Time (g_c+I1), s3.9 5.5 7.8 3.3
Green Ext Time (p_c), s 0.0 1.6 3.9 0.1
Intersection Summary
HCM 6th Ctrl Delay 6.9
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 644 of 1542 ends

HCM 6th Signalized Intersection Summary AM CUM PL PROJ
7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR NEW SIGNAL STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 65 675 100 500 1615 250 60 35 335 230 25 25 Future Volume (veh/h) 65 675 100 500 1615 250 60 35 335 230 25 25 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 65 675 100 500 1615 150 60 35 335 230 25 25 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 83 1264 392 597 1916 595 76 272 406 274 221 221 Arrive On Green 0.05 0.25 0.25 0.17 0.38 0.38 0.04 0.15 0.15 0.15 0.26 0.26 Sat Flow, veh/h 1781 5106 1585 3456 5106 1585 1781 1870 2790 1781 858 858 Grp Volume(v), veh/h 65 675 100 500 1615 150 60 35 335 230 0 50 Grp Sat Flow(s),veh/h/ln1781 1702 1585 1728 1702 1585 1781 1870 1395 1781 0 1716 Q Serve(g_s), s 2.5 8.0 3.5 9.7 20.1 4.5 2.3 1.1 8.1 8.7 0.0 1.5 Cycle Q Clear(g_c), s 2.5 8.0 3.5 9.7 20.1 4.5 2.3 1.1 8.1 8.7 0.0 1.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.50
Lane Grp Cap(c), veh/h 83 1264 392 597 1916 595 76 272 406 274 0 442 V/C Ratio(X) 0.78 0.53 0.25 0.84 0.84 0.25 0.79 0.13 0.83 0.84 0.00 0.11 Avail Cap(c_a), veh/h 379 2858 887 1343 3740 1161 254 275 409 761 0 620 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 32.8 22.7 21.0 27.8 19.8 15.0 33.0 25.9 28.8 28.6 0.0 19.7 Incr Delay (d2), s/veh 6.0 0.1 0.1 1.2 0.4 0.1 6.6 0.1 12.1 2.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.1 2.7 1.2 3.6 6.4 1.5 1.1 0.5 3.2 3.7 0.0 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.8 22.8 21.1 29.0 20.2 15.1 39.6 25.9 40.9 31.2 0.0 19.8 LnGrp LOS D CCCCBDCDCAB
Approach Vol, veh/h 840 2265 430 280
Approach Delay, s/veh 23.8 21.8 39.5 29.2
Approach LOS CCDC
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s16.3 22.3 7.2 23.7 7.4 31.2 15.0 15.9 Change Period (Y+Rc), s* 4.3 * 5.1 * 4.2 5.8 * 4.2 5.1 * 4.3 5.8 Max Green Setting (Gmax), s* 27 * 39 * 9.9 25.1 * 15 50.9 * 30 10.2 Max Q Clear Time (g_c+I1), s11.7 10.0 4.3 3.5 4.5 22.1 10.7 10.1 Green Ext Time (p_c), s 0.3 1.4 0.0 0.1 0.0 4.0 0.1 0.0 Intersection Summary
HCM 6th Ctrl Delay 24.8
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 645 of 1542 ends

HCM 6th TWSC AM CUM PL PROJ
8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY NEW SIGNAL STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 4
Intersection
Int Delay, s/veh 0.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 5 0 20 0 0 0 20 350 0 0 260 5
Future Vol, veh/h 5 0 20 0 0 0 20 350 0 0 260 5
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 2 22222222222
Mvmt Flow 5 0 20 0 0 0 20 350 0 0 260 5
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 653 653 263 663 655 350 265 0 0 350 0 0 Stage 1 263 263 - 390 390 -------
Stage 2 390 390 - 273 265 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 380 387 776 375 386 693 1299 - - 1209 - - Stage 1 742 691 - 634 608 -------
Stage 2 634 608 - 733 689 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 375 380 776 360 379 693 1299 - - 1209 - - Mov Cap-2 Maneuver 375 380 - 360 379 -------
Stage 1 728 691 - 622 596 -------
Stage 2 622 596 - 714 689 -------
Approach EB WB NB SB
HCM Control Delay, s 10.9 0 0.4 0

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1299 - - 639 - 1209 - -
HCM Lane V/C Ratio 0.015 - - 0.039 ----
HCM Control Delay (s) 7.8 0 - 10.9 0 0 - -
HCM Lane LOS A A - B A A - -
HCM 95th %tile Q(veh) 0 - - 0.1 - 0 - -
ITEM 11.3. ATTACHMENT 4

Page 646 of 1542 ends

HCM 6th TWSC AM CUM PL PROJ
9: ZINFANDEL DR & PROJ DWY 1 NEW SIGNAL
STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 5
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 1270 2370 8 0 10
Future Vol, veh/h 0 1270 2370 8 0 10
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, % 2 22222
Mvmt Flow 0 1270 2370 8 0 10
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 1189
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - ---- 7.14
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - ---- 3.92
Pot Cap-1 Maneuver 0 - - - 0 155
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 155
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 29.8

HCM LOS D
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) - - - 155
HCM Lane V/C Ratio - - - 0.065
HCM Control Delay (s) - - - 29.8
HCM Lane LOS - - - D
HCM 95th %tile Q(veh) - - - 0.2
ITEM 11.3. ATTACHMENT 4

Page 647 of 1542 ends

HCM 6th TWSC AM CUM PL PROJ
10: ZINFANDEL DR & PROJ DWY 2 NEW SIGNAL
STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 6
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 1270 2361 31 0 17
Future Vol, veh/h 0 1270 2361 31 0 17
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, % 2 22222
Mvmt Flow 0 1270 2361 31 0 17
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 1196
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - ---- 7.14
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - ---- 3.92
Pot Cap-1 Maneuver 0 - - - 0 153
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 153
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 31.4

HCM LOS D
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) - - - 153
HCM Lane V/C Ratio - - - 0.111
HCM Control Delay (s) - - - 31.4
HCM Lane LOS - - - D
HCM 95th %tile Q(veh) - - - 0.4
ITEM 11.3. ATTACHMENT 4

Page 648 of 1542 ends

HCM 6th Signalized Intersection Summary AM CUM PL PROJ
11: PEDESTRIAN CROSSING/PROJ DWY 3 & ZINFANDEL DR NEW SIGNAL STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 317 953 0 0 2378 17 0 0 0 7 0 14 Future Volume (veh/h) 317 953 0 0 2378 17 0 0 0 7 0 14
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1870 0 1870 0 1870 0 1870 Adj Flow Rate, veh/h 317 953 0 0 2378 17 0 0 0 7 0 14
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 220022020202
Cap, veh/h 369 4122 0 0 2789 20 0 3 0 10 0 0
Arrive On Green 0.21 0.81 0.00 0.00 0.53 0.53 0.00 0.00 0.00 0.01 0.00 0.00 Sat Flow, veh/h 1781 5274 0 0 5399 37 0 -84166 0 1781 7 Grp Volume(v), veh/h 317 953 0 0 1547 848 0007 57.5
Grp Sat Flow(s),veh/h/ln 1781 1702 0 0 1702 1864 0 1870 0 1781 E Q Serve(g_s), s 9.7 2.5 0.0 0.0 22.0 22.1 0.0 0.0 0.0 0.2 Cycle Q Clear(g_c), s 9.7 2.5 0.0 0.0 22.0 22.1 0.0 0.0 0.0 0.2 Prop In Lane 1.00 0.00 0.00 0.02 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 369 4122 0 0 1815 994 0 3 0 10
V/C Ratio(X) 0.86 0.23 0.00 0.00 0.85 0.85 0.00 0.00 0.00 0.71 Avail Cap(c_a), veh/h 667 5851 0 0 3901 2136 0 1404 0 1085 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 21.7 1.3 0.0 0.0 11.3 11.3 0.0 0.0 0.0 28.1 Incr Delay (d2), s/veh 2.3 0.0 0.0 0.0 0.5 0.8 0.0 0.0 0.0 29.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.5 0.0 0.0 0.0 4.8 5.4 0.0 0.0 0.0 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.0 1.3 0.0 0.0 11.8 12.2 0.0 0.0 0.0 57.5 LnGrp LOS C AAABBAAAE
Approach Vol, veh/h 1270 2395 0
Approach Delay, s/veh 7.0 11.9 0.0
Approach LOS A B
Timer - Assigned Phs 2 5678
Phs Duration (G+Y+Rc), s 50.8 15.5 35.3 5.8 0.0
Change Period (Y+Rc), s 5.1 * 3.8 5.1 5.5 4.5
Max Green Setting (Gmax), s 64.9 * 21 64.9 34.5 42.5
Max Q Clear Time (g_c+I1), s 4.5 11.7 24.1 2.2 0.0
Green Ext Time (p_c), s 2.0 0.1 6.1 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 10.3
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 649 of 1542 ends

ITEM 11.3. ATTACHMENT 4

Page 650 of 1542 ends

Arterial Level of Service AM CUM PL PROJ

NEW SIGNAL
STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 1
Arterial Level of Service: SB ZINFANDEL DR
Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS INTERNATIONAL DR I 55 55.0 37.9 92.9 0.84 32.6 C
BEAR HOLLOW DR I 55 25.0 34.0 59.0 0.26 15.7 F
SPOTO DR I 55 29.5 11.8 41.3 0.32 28.0 C
MATHER BLVD I 55 31.8 29.9 61.7 0.36 21.3 D
PEDESTRIAN CROSSING I 55 22.0 4.1 26.1 0.23 31.2 C
Douglas Rd I 55 54.5 18.9 73.4 0.83 40.8 B
Total I 217.8 136.6 354.4 2.84 28.9 C
Arterial Level of Service: WB ZINFANDEL DR
Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS Douglas Rd I 55 38.5 58.6 97.1 0.59 21.8 D
PROJ DWY 3 I 55 54.5 19.1 73.6 0.83 40.7 B
BAROQUE DR (SOUTH) I 55 22.0 27.9 49.9 0.23 16.3 E
SPOTO DR I 55 31.8 5.2 37.0 0.36 35.5 B
FROGS LEAP DR I 55 29.5 23.0 52.5 0.32 22.0 D
INTERNATIONAL DR I 55 25.0 45.1 70.1 0.26 13.2 F
Total I 201.3 178.9 380.2 2.59 24.5 D
ITEM 11.3. ATTACHMENT 4

Page 651 of 1542 ends

SimTraffic Performance Report AM CUM PL PROJ
Baseline NEW SIGNAL
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 1
1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Performance by movement Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Denied Del/Veh (s) 0.2 0.0 0.4 0.0 0.0 0.0 2.3 0.2 2.0 0.1 0.1 0.1 Total Del/Veh (s) 31.5 22.2 10.1 20.9 11.2 1.4 19.3 14.0 5.1 29.5 32.0 9.2 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Performance by movement Movement All
Denied Del/Veh (s) 0.3
Total Del/Veh (s) 15.3
3: SPOTO DR & ZINFANDEL DR Performance by movement
Movement SET SER NWL NWT NEL NER All
Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.1 0.1 0.0
Total Del/Veh (s) 4.5 2.8 12.4 6.3 11.7 4.3 5.5
7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 3.1 0.9 3.3 0.0 0.0 0.0 Total Del/Veh (s) 32.8 23.0 5.2 25.4 16.2 5.0 26.4 24.9 10.4 26.5 21.2 10.2 7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Performance by movement Movement All
Denied Del/Veh (s) 0.4
Total Del/Veh (s) 18.4
8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY Performance by movement Movement EBL EBR NBL NBT SBT SBR All
Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.2 0.3 0.1
Total Del/Veh (s) 7.7 3.3 3.2 1.1 0.6 0.3 1.1
9: ZINFANDEL DR & PROJ DWY 1 Performance by movement
Movement EBT WBT WBR SBR All
Denied Del/Veh (s) 0.0 0.0 0.0 0.1 0.0
Total Del/Veh (s) 3.1 3.3 0.7 11.2 3.2
10: ZINFANDEL DR & PROJ DWY 2 Performance by movement
Movement EBT WBT WBR SBR All
Denied Del/Veh (s) 0.0 0.0 0.0 0.1 0.0
Total Del/Veh (s) 1.3 3.9 1.9 8.3 2.7
ITEM 11.3. ATTACHMENT 4

Page 652 of 1542 ends

SimTraffic Performance Report AM CUM PL PROJ
Baseline NEW SIGNAL
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 2
11: PEDESTRIAN CROSSING/PROJ DWY 3 & ZINFANDEL DR Performance by movement Movement EBL EBT WBT WBR SBL SBR All
Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.1 0.1 0.0
Total Del/Veh (s) 14.6 2.2 9.9 8.1 26.7 9.2 8.1
Total Zone Performance
Denied Del/Veh (s) 1.9
Total Del/Veh (s) 125.4
ITEM 11.3. ATTACHMENT 4

Page 653 of 1542 ends

Queuing and Blocking Report AM CUM PL PROJ
Baseline NEW SIGNAL
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 3
Intersection: 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Movement SE SE SE SE SE NW NW NW NW NW NE NE
Directions Served L T T T R L T T T R L T
Maximum Queue (ft) 41 153 200 207 127 115 306 244 182 10 190 172 Average Queue (ft) 7 41 96 98 40 52 128 75 60 0 116 13
95th Queue (ft) 26 115 171 171 93 96 235 171 128 4 180 93 Link Distance (ft) 1255 1255 1255 328 328 328 328 469
Upstream Blk Time (%) 0 0
Queuing Penalty (veh) 1 0
Storage Bay Dist (ft) 180 200 200 170
Storage Blk Time (%) 0 0 0 0 2
Queuing Penalty (veh) 0 1 0 0 1
Intersection: 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Movement NE SW SW
Directions Served R L TR
Maximum Queue (ft) 53 24 64
Average Queue (ft) 14 4 19
95th Queue (ft) 37 19 46
Link Distance (ft) 338 338
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 165
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: SPOTO DR & ZINFANDEL DR
Movement SE SE SE SE NW NW NW NW NE NE
Directions Served T T T R L T T T L R
Maximum Queue (ft) 124 86 74 55 88 61 87 150 81 56
Average Queue (ft) 58 27 27 19 42 12 26 65 37 20
95th Queue (ft) 104 68 63 47 78 43 66 129 68 42
Link Distance (ft) 776 776 776 762 762 762 296
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200 185 156
Storage Blk Time (%)
Queuing Penalty (veh)
ITEM 11.3. ATTACHMENT 4

Page 654 of 1542 ends

Queuing and Blocking Report AM CUM PL PROJ
Baseline NEW SIGNAL
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 4
Intersection: 7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Movement EB EB EB EB EB WB WB WB WB WB WB NB
Directions Served L T T T R L L T T T R L
Maximum Queue (ft) 148 243 136 134 74 132 149 185 222 243 186 84 Average Queue (ft) 46 124 74 62 31 50 70 79 104 130 50 27 95th Queue (ft) 104 204 124 111 59 103 120 148 182 209 122 61 Link Distance (ft) 1004 1004 1004 254 254 254
Upstream Blk Time (%) 0 0
Queuing Penalty (veh) 0 1
Storage Bay Dist (ft) 170 200 185 185 200 150
Storage Blk Time (%) 2 0 1 0
Queuing Penalty (veh) 2 0 3 0
Intersection: 7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Movement NB NB NB SB SB
Directions Served T R R L TR
Maximum Queue (ft) 64 138 95 194 57
Average Queue (ft) 13 54 8 96 13
95th Queue (ft) 40 105 48 167 37
Link Distance (ft) 1216 704
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200 200 200
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
Intersection: 8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY Movement EB NB
Directions Served LTR LTR
Maximum Queue (ft) 38 37
Average Queue (ft) 18 3
95th Queue (ft) 42 18
Link Distance (ft) 722 704
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
ITEM 11.3. ATTACHMENT 4

Page 655 of 1542 ends

Queuing and Blocking Report AM CUM PL PROJ
Baseline NEW SIGNAL
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 5
Intersection: 9: ZINFANDEL DR & PROJ DWY 1
Movement WB SB
Directions Served TR R
Maximum Queue (ft) 11 33
Average Queue (ft) 0 9
95th Queue (ft) 6 32
Link Distance (ft) 437 209
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: ZINFANDEL DR & PROJ DWY 2
Movement WB WB WB SB
Directions Served T T TR R
Maximum Queue (ft) 5 5 3 39
Average Queue (ft) 0 0 0 12
95th Queue (ft) 5 4 0 38
Link Distance (ft) 278 278 278 307
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 11: PEDESTRIAN CROSSING/PROJ DWY 3 & ZINFANDEL DR Movement EB EB EB EB WB WB WB SB SB
Directions Served L T T T T T TR L R
Maximum Queue (ft) 200 163 106 86 258 273 323 38 41
Average Queue (ft) 95 25 10 9 85 75 109 7 11
95th Queue (ft) 167 101 53 50 175 175 219 29 37
Link Distance (ft) 278 278 278 392 392 392 377 377
Upstream Blk Time (%) 0
Queuing Penalty (veh) 0
Storage Bay Dist (ft) 300
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 9
ITEM 11.3. ATTACHMENT 4

Page 656 of 1542 ends

Arterial Level of Service PM CUM PL PROJ

NEW SIGNAL
STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 1
Arterial Level of Service: SB ZINFANDEL DR
Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS INTERNATIONAL DR I 55 55.0 85.6 140.6 0.84 21.5 D
BEAR HOLLOW DR I 55 25.0 39.7 64.7 0.26 14.3 F
SPOTO DR I 55 29.5 14.5 44.0 0.32 26.2 D
MATHER BLVD I 55 31.8 26.4 58.2 0.36 22.6 D
CROSSWALK I 55 22.0 13.1 35.1 0.23 23.2 D
Douglas Rd I 55 54.5 33.2 87.7 0.83 34.2 B
Total I 217.8 212.5 430.3 2.84 23.8 D
Arterial Level of Service: WB ZINFANDEL DR
Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS Douglas Rd I 55 38.5 87.0 125.5 0.59 16.9 E
PROJ DWY 3 I 55 54.5 13.5 68.0 0.83 44.1 A
BAROQUE DR (SOUTH) I 55 22.0 15.2 37.2 0.23 21.9 D
SPOTO DR I 55 31.8 4.4 36.2 0.36 36.3 B
FROGS LEAP DR I 55 29.5 19.7 49.2 0.32 23.5 D
INTERNATIONAL DR I 55 25.0 56.8 81.8 0.26 11.3 F
Total I 201.3 196.6 397.9 2.59 23.4 D
ITEM 11.3. ATTACHMENT 4

Page 657 of 1542 ends

HCM 6th Signalized Intersection Summary PM CUM PL PROJ
1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR NEW SIGNAL STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 1
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Volume (veh/h) 50 1760 415 200 780 10 290 5 95 40 5 20 Future Volume (veh/h) 50 1760 415 200 780 10 290 5 95 40 5 20 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 50 1760 415 200 780 10 290 5 95 40 5 20 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 222222222222
Cap, veh/h 64 2028 630 237 2537 788 327 363 307 50 12 50 Arrive On Green 0.04 0.40 0.40 0.13 0.50 0.50 0.18 0.19 0.19 0.03 0.04 0.04 Sat Flow, veh/h 1781 5106 1585 1781 5106 1585 1781 1870 1585 1781 327 1308 Grp Volume(v), veh/h 50 1760 415 200 780 10 290 5 95 40 0 25 Grp Sat Flow(s),veh/h/ln 1781 1702 1585 1781 1702 1585 1781 1870 1585 1781 0 1635 Q Serve(g_s), s 2.3 26.6 8.7 9.2 7.6 0.3 13.3 0.2 2.9 1.9 0.0 1.3 Cycle Q Clear(g_c), s 2.3 26.6 8.7 9.2 7.6 0.3 13.3 0.2 2.9 1.9 0.0 1.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.80
Lane Grp Cap(c), veh/h 64 2028 630 237 2537 788 327 363 307 50 0 62 V/C Ratio(X) 0.79 0.87 0.66 0.84 0.31 0.01 0.89 0.01 0.31 0.80 0.00 0.40 Avail Cap(c_a), veh/h 455 4658 1446 595 5059 1571 1136 1273 1079 70 0 136 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 40.1 23.3 4.9 35.5 12.5 10.7 33.4 27.3 13.5 40.5 0.0 39.4 Incr Delay (d2), s/veh 7.8 0.5 0.4 3.2 0.0 0.0 3.2 0.0 0.2 24.2 0.0 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 9.1 5.3 3.9 2.4 0.1 5.9 0.1 1.6 1.1 0.0 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 47.9 23.7 5.3 38.7 12.6 10.7 36.6 27.3 13.7 64.7 0.0 41.0 LnGrp LOS D C A D B B D C B E A D
Approach Vol, veh/h 2225 990 390 65
Approach Delay, s/veh 20.8 17.8 30.9 55.6
Approach LOS C B C E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 16.1 38.3 20.9 8.5 7.8 46.7 7.8 21.6 Change Period (Y+Rc), s 5.0 * 5 5.5 * 5.3 * 4.8 5.0 5.5 * 5.3 Max Green Setting (Gmax), s 28.0 * 77 53.5 * 7 * 21 83.1 3.3 * 57 Max Q Clear Time (g_c+I1), s 11.2 28.6 15.3 3.3 4.3 9.6 3.9 4.9 Green Ext Time (p_c), s 0.1 4.7 0.1 0.0 0.0 1.6 0.0 0.1 Intersection Summary
HCM 6th Ctrl Delay 21.7
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 658 of 1542 ends

HCM 6th Signalized Intersection Summary PM CUM PL PROJ
3: SPOTO DR & ZINFANDEL DR NEW SIGNAL
STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 2
Movement SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (veh/h) 1750 80 80 925 100 200
Future Volume (veh/h) 1750 80 80 925 100 200
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 1750 80 80 925 100 200
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00
Percent Heavy Veh, % 2 22222
Cap, veh/h 2246 697 100 3041 294 261
Arrive On Green 0.44 0.44 0.06 0.60 0.16 0.16
Sat Flow, veh/h 5274 1585 1781 5274 1781 1585
Grp Volume(v), veh/h 1750 80 80 925 100 200
Grp Sat Flow(s),veh/h/ln1702 1585 1781 1702 1781 1585
Q Serve(g_s), s 12.9 1.3 2.0 4.0 2.2 5.3
Cycle Q Clear(g_c), s 12.9 1.3 2.0 4.0 2.2 5.3
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 2246 697 100 3041 294 261
V/C Ratio(X) 0.78 0.11 0.80 0.30 0.34 0.77
Avail Cap(c_a), veh/h 7833 2431 1513 12643 1187 1056
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 10.6 7.3 20.6 4.4 16.4 17.7
Incr Delay (d2), s/veh 0.2 0.0 5.3 0.0 0.3 1.8
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln2.6 0.3 0.8 0.4 0.8 1.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 10.8 7.3 25.9 4.4 16.6 19.4
LnGrp LOS B A C A B B
Approach Vol, veh/h 1830 1005 300
Approach Delay, s/veh 10.6 6.2 18.5
Approach LOS B A B
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s6.9 24.6 31.5 12.8
Change Period (Y+Rc), s* 4.4 * 5.1 * 5.1 5.5
Max Green Setting (Gmax), s* 38 * 68 * 1.1E2 29.5
Max Q Clear Time (g_c+I1), s4.0 14.9 6.0 7.3
Green Ext Time (p_c), s 0.0 4.5 2.0 0.1
Intersection Summary
HCM 6th Ctrl Delay 10.0
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 659 of 1542 ends

HCM 6th Signalized Intersection Summary PM CUM PL PROJ
7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR NEW SIGNAL STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 41 1849 50 213 908 179 65 53 397 140 8 12 Future Volume (veh/h) 41 1849 50 213 908 179 65 53 397 140 8 12 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 41 1849 50 213 908 79 65 53 397 140 8 12 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 51 2113 656 302 2420 751 83 257 383 176 129 193 Arrive On Green 0.03 0.41 0.41 0.09 0.47 0.47 0.05 0.14 0.14 0.10 0.19 0.19 Sat Flow, veh/h 1781 5106 1585 3456 5106 1585 1781 1870 2790 1781 675 1013 Grp Volume(v), veh/h 41 1849 50 213 908 79 65 53 397 140 0 20 Grp Sat Flow(s),veh/h/ln1781 1702 1585 1728 1702 1585 1781 1870 1395 1781 0 1688 Q Serve(g_s), s 1.7 24.7 1.4 4.4 8.4 2.0 2.7 1.9 10.2 5.7 0.0 0.7 Cycle Q Clear(g_c), s 1.7 24.7 1.4 4.4 8.4 2.0 2.7 1.9 10.2 5.7 0.0 0.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.60
Lane Grp Cap(c), veh/h 51 2113 656 302 2420 751 83 257 383 176 0 322 V/C Ratio(X) 0.81 0.88 0.08 0.71 0.38 0.11 0.78 0.21 1.04 0.80 0.00 0.06 Avail Cap(c_a), veh/h 355 2676 831 1257 3502 1087 238 257 383 713 0 571 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 35.8 20.0 13.2 32.9 12.5 10.8 35.0 28.4 32.0 32.7 0.0 24.6 Incr Delay (d2), s/veh 10.7 2.5 0.0 1.1 0.0 0.0 5.9 0.1 55.4 3.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.8 8.3 0.5 1.7 2.5 0.6 1.3 0.8 6.2 2.5 0.0 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.5 22.5 13.2 34.1 12.5 10.8 40.9 28.6 87.4 35.8 0.0 24.6 LnGrp LOS D C B C B B D C F D A C
Approach Vol, veh/h 1940 1200 515 160
Approach Delay, s/veh 22.7 16.2 75.5 34.4
Approach LOS C B E C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s10.8 35.8 7.7 20.0 6.3 40.3 11.6 16.0 Change Period (Y+Rc), s* 4.3 * 5.1 * 4.2 5.8 * 4.2 5.1 * 4.3 5.8 Max Green Setting (Gmax), s* 27 * 39 * 9.9 25.1 * 15 50.9 * 30 10.2 Max Q Clear Time (g_c+I1), s6.4 26.7 4.7 2.7 3.7 10.4 7.7 12.2 Green Ext Time (p_c), s 0.1 4.0 0.0 0.0 0.0 1.9 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 28.3
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 660 of 1542 ends

HCM 6th TWSC PM CUM PL PROJ
8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY NEW SIGNAL STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 4
Intersection
Int Delay, s/veh 1.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 5 0 30 0 0 0 30 250 0 0 130 10
Future Vol, veh/h 5 0 30 0 0 0 30 250 0 0 130 10
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 2 22222222222
Mvmt Flow 5 0 30 0 0 0 30 250 0 0 130 10
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 445 445 135 460 450 250 140 0 0 250 0 0 Stage 1 135 135 - 310 310 -------
Stage 2 310 310 - 150 140 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 523 508 914 512 504 789 1443 - - 1316 - - Stage 1 868 785 - 700 659 -------
Stage 2 700 659 - 853 781 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 514 496 914 486 492 789 1443 - - 1316 - - Mov Cap-2 Maneuver 514 496 - 486 492 -------
Stage 1 847 785 - 683 643 -------
Stage 2 683 643 - 825 781 -------
Approach EB WB NB SB
HCM Control Delay, s 9.6 0 0.8 0

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1443 - - 823 - 1316 - -
HCM Lane V/C Ratio 0.021 - - 0.043 ----
HCM Control Delay (s) 7.5 0 - 9.6 0 0 - -
HCM Lane LOS A A - A A A - -
HCM 95th %tile Q(veh) 0.1 - - 0.1 - 0 - -
ITEM 11.3. ATTACHMENT 4

Page 661 of 1542 ends

HCM 6th TWSC PM CUM PL PROJ
9: ZINFANDEL DR & PROJ DWY 1 NEW SIGNAL
STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 5
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 2386 1233 1 0 67
Future Vol, veh/h 0 2386 1233 1 0 67
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, % 2 22222
Mvmt Flow 0 2386 1233 1 0 67
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 617
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - ---- 7.14
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - ---- 3.92
Pot Cap-1 Maneuver 0 - - - 0 371
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 371
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 16.8

HCM LOS C
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) - - - 371
HCM Lane V/C Ratio - - - 0.181
HCM Control Delay (s) - - - 16.8
HCM Lane LOS - - - C
HCM 95th %tile Q(veh) - - - 0.7
ITEM 11.3. ATTACHMENT 4

Page 662 of 1542 ends

HCM 6th TWSC PM CUM PL PROJ
10: ZINFANDEL DR & PROJ DWY 2 NEW SIGNAL
STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 6
Intersection
Int Delay, s/veh 0.6
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 2386 1117 4 0 117
Future Vol, veh/h 0 2386 1117 4 0 117
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 100 100 100 100 100 100
Heavy Vehicles, % 2 22222
Mvmt Flow 0 2386 1117 4 0 117
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 561
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - ---- 7.14
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - ---- 3.92
Pot Cap-1 Maneuver 0 - - - 0 403
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 403
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 17.5

HCM LOS C
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) - - - 403
HCM Lane V/C Ratio - - - 0.29
HCM Control Delay (s) - - - 17.5
HCM Lane LOS - - - C
HCM 95th %tile Q(veh) - - - 1.2
ITEM 11.3. ATTACHMENT 4

Page 663 of 1542 ends

HCM 6th Signalized Intersection Summary PM CUM PL PROJ
11: CROSSWALK/PROJ DWY 3 & ZINFANDEL DR NEW SIGNAL
STONE CREEK INDUSTRIAL Synchro 11 Report
KDANDERSON & ASSOCIATES Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 41 2345 0 0 1023 2 0 0 0 50 0 98 Future Volume (veh/h) 41 2345 0 0 1023 2 0 0 0 50 0 98
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1870 0 1870 0 1870 0 1870 Adj Flow Rate, veh/h 41 2345 0 0 1023 2 0 0 0 50 0 98
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 220022020202
Cap, veh/h 51 3195 0 0 2500 5 0 6 0 60 0 0
Arrive On Green 0.03 0.63 0.00 0.00 0.47 0.47 0.00 0.00 0.00 0.03 0.00 0.00 Sat Flow, veh/h 1781 5274 0 0 5431 10 0 -84166 0 1781 50 Grp Volume(v), veh/h 41 2345 0 0 662 363 0 0 0 50 25.2
Grp Sat Flow(s),veh/h/ln 1781 1702 0 0 1702 1869 0 1870 0 1781 C Q Serve(g_s), s 0.7 9.9 0.0 0.0 3.9 3.9 0.0 0.0 0.0 0.9 Cycle Q Clear(g_c), s 0.7 9.9 0.0 0.0 3.9 3.9 0.0 0.0 0.0 0.9 Prop In Lane 1.00 0.00 0.00 0.01 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 51 3195 0 0 1617 888 0 6 0 60
V/C Ratio(X) 0.80 0.73 0.00 0.00 0.41 0.41 0.00 0.00 0.00 0.83 Avail Cap(c_a), veh/h 1213 10641 0 0 7094 3894 0 2553 0 1973 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 15.0 4.0 0.0 0.0 5.3 5.3 0.0 0.0 0.0 15.0 Incr Delay (d2), s/veh 10.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 10.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 0.0 0.0 0.2 0.3 0.0 0.0 0.0 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.1 4.2 0.0 0.0 5.4 5.4 0.0 0.0 0.0 25.2 LnGrp LOS C AAAAAAAAC
Approach Vol, veh/h 2386 1025 0
Approach Delay, s/veh 4.5 5.4 0.0
Approach LOS A A
Timer - Assigned Phs 2 5678
Phs Duration (G+Y+Rc), s 24.6 4.7 19.9 6.6 0.0
Change Period (Y+Rc), s 5.1 * 3.8 5.1 5.5 4.5
Max Green Setting (Gmax), s 64.9 * 21 64.9 34.5 42.5
Max Q Clear Time (g_c+I1), s 11.9 2.7 5.9 2.9 0.0
Green Ext Time (p_c), s 7.6 0.0 1.8 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 5.1
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 11.3. ATTACHMENT 4

Page 664 of 1542 ends

ITEM 11.3. ATTACHMENT 4

Page 665 of 1542 ends

SimTraffic Performance Report PM CUM PL PROJ
Baseline NEW SIGNAL
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 1
1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Performance by movement Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Denied Del/Veh (s) 1.5 0.8 1.2 0.2 0.0 0.0 5.1 0.4 4.6 0.1 0.1 0.1 Total Del/Veh (s) 70.7 39.5 27.9 52.2 10.9 2.0 45.2 62.6 22.9 48.1 63.5 9.8 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Performance by movement Movement All
Denied Del/Veh (s) 1.1
Total Del/Veh (s) 33.2
3: SPOTO DR & ZINFANDEL DR Performance by movement
Movement SET SER NWL NWT NEL NER All
Denied Del/Veh (s) 0.0 0.4 0.1 0.0 0.1 0.2 0.0
Total Del/Veh (s) 10.8 4.5 20.4 6.5 15.4 10.0 9.8
7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 3.1 1.0 3.2 0.0 0.0 0.0 Total Del/Veh (s) 45.6 30.6 11.4 32.7 12.2 3.8 29.7 31.1 18.9 35.6 23.6 7.1 7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Performance by movement Movement All
Denied Del/Veh (s) 0.4
Total Del/Veh (s) 24.3
8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY Performance by movement Movement EBL EBR NBL NBT SBT SBR All
Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.2 0.2 0.1
Total Del/Veh (s) 5.0 2.8 2.9 1.2 0.4 0.1 1.2
9: ZINFANDEL DR & PROJ DWY 1 Performance by movement
Movement EBT WBT WBR SBR All
Denied Del/Veh (s) 0.0 0.0 0.0 0.1 0.0
Total Del/Veh (s) 5.7 2.3 0.2 12.3 4.7
10: ZINFANDEL DR & PROJ DWY 2 Performance by movement
Movement EBT WBT WBR SBR All
Denied Del/Veh (s) 0.0 0.0 0.0 0.2 0.0
Total Del/Veh (s) 4.0 2.4 1.2 8.0 3.7
ITEM 11.3. ATTACHMENT 4

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SimTraffic Performance Report PM CUM PL PROJ
Baseline NEW SIGNAL
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 2
11: CROSSWALK/PROJ DWY 3 & ZINFANDEL DR Performance by movement Movement EBL EBT WBT WBR SBL SBR All
Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.1 0.2 0.0
Total Del/Veh (s) 20.2 7.0 4.1 6.1 22.3 6.9 6.1
Total Zone Performance
Denied Del/Veh (s) 2.9
Total Del/Veh (s) 288.6
ITEM 11.3. ATTACHMENT 4

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Queuing and Blocking Report PM CUM PL PROJ
Baseline NEW SIGNAL
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 3
Intersection: 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Movement SE SE SE SE SE NW NW NW NW NW NE NE
Directions Served L T T T R L T T T R L T
Maximum Queue (ft) 158 568 618 671 225 267 180 157 171 14 194 324 Average Queue (ft) 50 246 307 326 149 129 65 57 50 2 157 92 95th Queue (ft) 129 569 633 681 288 228 142 124 120 8 221 304 Link Distance (ft) 1255 1255 1255 328 328 328 328 469
Upstream Blk Time (%) 0 0 0
Queuing Penalty (veh) 1 0 0
Storage Bay Dist (ft) 180 200 200 170
Storage Blk Time (%) 8 15 1 0 16
Queuing Penalty (veh) 4 60 3 0 16
Intersection: 1: BEAR HOLLOW DR/FROGS LEAP DR & ZINFANDEL DR Movement NE SW SW
Directions Served R L TR
Maximum Queue (ft) 113 92 49
Average Queue (ft) 46 35 16
95th Queue (ft) 91 76 39
Link Distance (ft) 338 338
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 165
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
Intersection: 3: SPOTO DR & ZINFANDEL DR
Movement SE SE SE SE NW NW NW NW NE NE
Directions Served T T T R L T T T L R
Maximum Queue (ft) 203 236 224 82 105 52 95 167 105 128 Average Queue (ft) 96 111 88 21 43 10 26 68 40 55
95th Queue (ft) 175 199 169 59 86 36 70 138 80 102
Link Distance (ft) 776 776 776 762 762 762 296
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200 185 156
Storage Blk Time (%) 0 0 0
Queuing Penalty (veh) 0 0 0
ITEM 11.3. ATTACHMENT 4

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Queuing and Blocking Report PM CUM PL PROJ
Baseline NEW SIGNAL
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 4
Intersection: 7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Movement EB EB EB EB EB B38 WB WB WB WB WB WB
Directions Served L T T T R T L L T T T R
Maximum Queue (ft) 194 400 414 414 225 5 103 122 139 172 215 141 Average Queue (ft) 49 226 236 236 46 0 28 57 48 68 105 39 95th Queue (ft) 137 361 370 375 165 5 79 102 101 136 184 93 Link Distance (ft) 1004 1004 1004 762 254 254 254
Upstream Blk Time (%) 0
Queuing Penalty (veh) 0
Storage Bay Dist (ft) 170 200 185 185 200
Storage Blk Time (%) 0 17 14 0 0 0 0
Queuing Penalty (veh) 0 7 7 0 0 1 0
Intersection: 7: MATHER BLVD/BAROQUE DR (SOUTH) & ZINFANDEL DR Movement NB NB NB NB SB SB
Directions Served L T R R L TR
Maximum Queue (ft) 93 67 154 150 167 31
Average Queue (ft) 33 20 74 38 78 4
95th Queue (ft) 71 52 131 106 135 16
Link Distance (ft) 1216 704
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 150 200 200 200
Storage Blk Time (%) 0 0
Queuing Penalty (veh) 0 0
Intersection: 8: BAROQUE DR (SOUTH) & TINTA FINA DR/NORTH PROJECT DWY Movement EB NB
Directions Served LTR LTR
Maximum Queue (ft) 56 39
Average Queue (ft) 20 3
95th Queue (ft) 47 20
Link Distance (ft) 722 704
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
ITEM 11.3. ATTACHMENT 4

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Queuing and Blocking Report PM CUM PL PROJ
Baseline NEW SIGNAL
STONECREEK INDUSTRIAL SimTraffic Report
KD ANDERSON & ASSOC Page 5
Intersection: 9: ZINFANDEL DR & PROJ DWY 1
Movement EB WB SB
Directions Served T TR R
Maximum Queue (ft) 66 10 88
Average Queue (ft) 1 0 37
95th Queue (ft) 29 8 69
Link Distance (ft) 254 437 209
Upstream Blk Time (%) 0
Queuing Penalty (veh) 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: ZINFANDEL DR & PROJ DWY 2
Movement EB EB EB SB
Directions Served T T T R
Maximum Queue (ft) 86 82 85 90
Average Queue (ft) 4 5 6 44
95th Queue (ft) 47 50 52 73
Link Distance (ft) 437 437 437 307
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 11: CROSSWALK/PROJ DWY 3 & ZINFANDEL DR
Movement EB EB EB EB WB WB WB SB SB
Directions Served L T T T T T TR L R
Maximum Queue (ft) 75 262 270 270 182 196 221 85 80
Average Queue (ft) 21 71 72 69 38 35 55 34 38
95th Queue (ft) 51 192 198 190 111 111 141 69 66
Link Distance (ft) 278 278 278 275 275 275 377 377
Upstream Blk Time (%) 0 1 1 0 0
Queuing Penalty (veh) 4 4 5 0 0
Storage Bay Dist (ft) 300
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
Zone Summary
Zone wide Queuing Penalty: 114
ITEM 11.3. ATTACHMENT 4

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ITEM 11.3. ATTACHMENT 4

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17. FREEWAY MAINLINE AND

INTERCHANGE ANALYSIS
ITEM 11.3. ATTACHMENT 4

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Capacity Analysis of Freeway Mainline Segments
Capacity based on 2200 vphpl for freeway lanes, 1600 vphpl for auxiliary lanes Existing Input Data Future Input Data
Alternative: Frwy Aux
Existing
No Project
Existing +
Approved Project
Existing +
Proposed Project
Existing +
Project Alternative Frwy Aux
Carpool Cumulative No Project Cumulative + Approved Project Cumulative + Proposed Project Cumulative + Project Alternative Peak Hour: Lanes Lanes AM PM AM PM AM PM AM PM Lanes Lanes Lanes AM PM AM PM AM PM AM PMWB U.S.-50 -- east of Hazel Avenue 2 0 5,195 1,947 5,244 1,920 5,277 1,937 5,272 1,914 2 0 0 7,615 3,876 7,659 3,861 7,605 3,846 7,642 3,879 WB U.S.-50 -- Hazel off to NB Hazel on 2 0 4,925 1,040 5,042 1,064 5,043 1,089 5,044 1,061 2 0 0 6,928 2,491 6,995 2,570 6,968 2,488 7,011 2,527 WB U.S.-50 -- NB Hazel on to SB Hazel on 2 0 5,545 1,171 5,658 1,198 5,652 1,223 5,650 1,192 2 0 0 7,833 2,923 7,881 3,002 7,895 2,939 7,901 2,966WB U.S.-50 -- Hazel to Sunrise off 3 0 7,478 1,696 7,657 1,764 7,634 1,805 7,632 1,761 3 0 0 9,692 3,917 9,810 3,984 9,825 3,916 9,835 3,941 WB U.S.-50 -- Sunrise off to Sunrise on 3 0 6,638 1,176 6,811 1,281 6,809 1,285 6,797 1,260 3 0 0 8,356 3,026 8,391 3,135 8,364 3,094 8,269 3,117 WB U.S.-50 -- Sunrise on to Zinfandel off 4 0 9,158 3,236 9,552 3,495 9,563 3,504 9,526 3,455 4 0 0 11,144 5,411 11,312 5,500 11,316 5,495 11,315 5,516 WB U.S.-50 -- Zinfandel off to NB Zinfandel on 4 0 8,007 2,772 7,737 2,682 7,722 2,690 7,717 2,639 4 0 0 8,844 4,021 8,660 3,943 8,620 3,974 8,643 3,961 WB U.S.-50 -- NB Zinfandel on to SB Zinfandel on 4 0 8,373 4,352 8,193 4,056 8,152 4,078 8,156 4,024 4 0 0 10,219 5,916 9,978 5,888 10,034 5,928 10,098 5,928WB U.S.-50 -- Zinfandel to Mather Field off 4 0 8,739 4,971 8,552 4,764 8,529 4,795 8,505 4,763 4 0 0 10,554 6,474 10,343 6,436 10,468 6,466 10,464 6,469WB U.S.-50 -- Mather Field off to NB Mather Field on 4 0 8,017 4,517 7,841 4,269 7,788 4,295 7,771 4,268 4 0 0 9,532 5,846 9,360 5,827 9,504 5,857 9,521 5,900WB U.S.-50 -- NB Mather Field on to SB Mather Field on 4 0 8,333 4,978 8,286 5,547 8,208 5,559 8,186 5,508 4 0 0 10,005 6,946 9,860 7,248 9,936 7,248 9,984 7,258 WB U.S.-50 -- west of Mather Field Road 4 0 8,863 5,338 8,777 5,827 8,706 5,834 8,702 5,776 4 0 0 10,512 7,185 10,386 7,487 10,452 7,455 10,538 7,467 EB U.S.-50 -- west of Mather Field Road 4 0 7,712 8,823 8,289 8,719 8,321 8,691 8,297 8,666 4 0 0 9,825 10,340 10,036 10,249 10,057 10,292 10,088 10,368EB U.S.-50 -- Mather Field off to SB Mather Field on 4 0 6,317 7,725 6,290 7,490 6,315 7,505 6,282 7,485 4 0 0 7,772 8,901 7,847 8,711 7,866 8,751 7,899 8,808EB U.S.-50 -- SB Mather Field on to NB Mather Field on 4 0 6,553 8,001 6,474 7,719 6,497 7,740 6,462 7,715 4 0 0 8,008 9,053 8,080 8,891 8,088 8,923 8,138 8,983EB U.S.-50 -- Mather Field to Zinfandel off 4 0 6,727 8,422 6,644 8,115 6,660 8,135 6,621 8,122 4 0 0 8,287 9,914 8,321 9,655 8,377 9,686 8,422 9,757 EB U.S.-50 -- Zinfandel off to SB Zinfandel on 4 0 4,395 6,921 4,349 6,655 4,346 6,680 4,331 6,651 4 0 0 5,357 8,164 5,238 7,957 5,265 7,968 5,277 8,031 EB U.S.-50 -- SB Zinfandel on to NB Zinfandel on 4 0 4,482 7,066 4,435 6,771 4,430 6,759 4,417 6,719 4 0 0 5,631 8,325 5,399 8,079 5,410 8,099 5,423 8,142EB U.S.-50 -- Zinfandel to Sunrise off 4 0 4,774 7,428 5,001 7,738 4,984 7,763 4,964 7,716 4 0 0 6,612 10,308 6,491 10,409 6,471 10,414 6,495 10,526EB U.S.-50 -- Sunrise off to Sunrise on 3 0 3,074 5,788 3,148 5,946 3,172 5,943 3,162 5,919 3 0 0 4,581 8,057 4,400 8,138 4,426 8,157 4,480 8,271 EB U.S.-50 -- Sunrise to Hazel off 3 0 3,609 6,558 3,631 6,716 3,659 6,727 3,637 6,733 3 0 0 5,639 8,860 5,633 9,025 5,581 8,998 5,665 9,065 EB U.S.-50 -- Hazel off to Hazel on 2 0 2,950 4,697 2,961 4,784 2,968 4,793 2,952 4,685 2 0 0 4,059 6,613 4,067 6,674 3,987 6,752 4,050 6,611 EB U.S.-50 -- east of Hazel 2 0 3,636 5,595 3,581 5,660 3,592 5,655 3,581 5,654 2 0 0 5,010 8,517 4,991 8,538 4,903 8,584 5,001 8,583 Calculations
Volume to Capacity (V/C)
WB U.S.-50 -- east of Hazel Avenue 1.181 0.443 1.192 0.436 1.199 0.440 1.198 0.435 1.731 0.881 1.741 0.878 1.728 0.874 1.737 0.882 WB U.S.-50 -- Hazel off to NB Hazel on 1.119 0.236 1.146 0.242 1.146 0.248 1.146 0.241 1.575 0.566 1.590 0.584 1.584 0.565 1.593 0.574 WB U.S.-50 -- NB Hazel on to SB Hazel on 1.260 0.266 1.286 0.272 1.285 0.278 1.284 0.271 1.780 0.664 1.791 0.682 1.794 0.668 1.796 0.674 WB U.S.-50 -- Hazel to Sunrise off 1.133 0.257 1.160 0.267 1.157 0.273 1.156 0.267 1.468 0.593 1.486 0.604 1.489 0.593 1.490 0.597 WB U.S.-50 -- Sunrise off to Sunrise on 1.006 0.178 1.032 0.194 1.032 0.195 1.030 0.191 1.266 0.458 1.271 0.475 1.267 0.469 1.253 0.472 WB U.S.-50 -- Sunrise on to Zinfandel off 1.041 0.368 1.085 0.397 1.087 0.398 1.083 0.393 1.266 0.615 1.285 0.625 1.286 0.624 1.286 0.627 WB U.S.-50 -- Zinfandel off to NB Zinfandel on 0.910 0.315 0.879 0.305 0.878 0.306 0.877 0.300 1.005 0.457 0.984 0.448 0.980 0.452 0.982 0.450 WB U.S.-50 -- NB Zinfandel on to SB Zinfandel on 0.951 0.495 0.931 0.461 0.926 0.463 0.927 0.457 1.161 0.672 1.134 0.669 1.140 0.674 1.148 0.674 WB U.S.-50 -- Zinfandel to Mather Field off 0.993 0.565 0.972 0.541 0.969 0.545 0.966 0.541 1.199 0.736 1.175 0.731 1.190 0.735 1.189 0.735 WB U.S.-50 -- Mather Field off to NB Mather Field on 0.911 0.513 0.891 0.485 0.885 0.488 0.883 0.485 1.083 0.664 1.064 0.662 1.080 0.666 1.082 0.670 WB U.S.-50 -- NB Mather Field on to SB Mather Field on 0.947 0.566 0.942 0.630 0.933 0.632 0.930 0.626 1.137 0.789 1.120 0.824 1.129 0.824 1.135 0.825 WB U.S.-50 -- west of Mather Field Road 1.007 0.607 0.997 0.662 0.989 0.663 0.989 0.656 1.195 0.816 1.180 0.851 1.188 0.847 1.198 0.849 EB U.S.-50 -- west of Mather Field Road 0.876 1.003 0.942 0.991 0.946 0.988 0.943 0.985 1.116 1.175 1.140 1.165 1.143 1.170 1.146 1.178 EB U.S.-50 -- Mather Field off to SB Mather Field on 0.718 0.878 0.715 0.851 0.718 0.853 0.714 0.851 0.883 1.011 0.892 0.990 0.894 0.994 0.898 1.001 EB U.S.-50 -- SB Mather Field on to NB Mather Field on 0.745 0.909 0.736 0.877 0.738 0.880 0.734 0.877 0.910 1.029 0.918 1.010 0.919 1.014 0.925 1.021 EB U.S.-50 -- Mather Field to Zinfandel off 0.764 0.957 0.755 0.922 0.757 0.924 0.752 0.923 0.942 1.127 0.946 1.097 0.952 1.101 0.957 1.109 EB U.S.-50 -- Zinfandel off to SB Zinfandel on 0.499 0.786 0.494 0.756 0.494 0.759 0.492 0.756 0.609 0.928 0.595 0.904 0.598 0.905 0.600 0.913 EB U.S.-50 -- SB Zinfandel on to NB Zinfandel on 0.509 0.803 0.504 0.769 0.503 0.768 0.502 0.764 0.640 0.946 0.614 0.918 0.615 0.920 0.616 0.925 EB U.S.-50 -- Zinfandel to Sunrise off 0.543 0.844 0.568 0.879 0.566 0.882 0.564 0.877 0.751 1.171 0.738 1.183 0.735 1.183 0.738 1.196 EB U.S.-50 -- Sunrise off to Sunrise on 0.466 0.877 0.477 0.901 0.481 0.900 0.479 0.897 0.694 1.221 0.667 1.233 0.671 1.236 0.679 1.253 EB U.S.-50 -- Sunrise to Hazel off 0.547 0.994 0.550 1.018 0.554 1.019 0.551 1.020 0.854 1.342 0.853 1.367 0.846 1.363 0.858 1.373 EB U.S.-50 -- Hazel off to Hazel on 0.670 1.068 0.673 1.087 0.675 1.089 0.671 1.065 0.923 1.503 0.924 1.517 0.906 1.535 0.920 1.503 EB U.S.-50 -- east of Hazel 0.826 1.272 0.814 1.286 0.816 1.285 0.814 1.285 1.139 1.936 1.134 1.940 1.114 1.951 1.137 1.951 Level of Service:

WB U.S.-50 -- east of Hazel Avenue F B F B F B F B F E F E F E F EWB U.S.-50 -- Hazel off to NB Hazel on F A F A F A F A F C F C F C F CWB U.S.-50 -- NB Hazel on to SB Hazel on F A F A F A F A F C F D F C F CWB U.S.-50 -- Hazel to Sunrise off F A F A F A F A F C F C F C F CWB U.S.-50 -- Sunrise off to Sunrise on F A F A F A F A F B F C F B F CWB U.S.-50 -- Sunrise on to Zinfandel off F B F B F B F B F C F C F C F CWB U.S.-50 -- Zinfandel off to NB Zinfandel on E B E B E B E B F B E B E B E BWB U.S.-50 -- NB Zinfandel on to SB Zinfandel on E C E B E B E B F C F C F C F CWB U.S.-50 -- Zinfandel to Mather Field off E C E C E C E C F D F D F D F DWB U.S.-50 -- Mather Field off to NB Mather Field on E C E C E C E C F C F C F C F CWB U.S.-50 -- NB Mather Field on to SB Mather Field on E C E C E C E C F D F D F D F DWB U.S.-50 -- west of Mather Field Road F C E C E C E C F D F E F D F DEB U.S.-50 -- west of Mather Field Road E F E E E E E E F F F F F F F FEB U.S.-50 -- Mather Field off to SB Mather Field on D E D E D E D E E F E E E E E F EB U.S.-50 -- SB Mather Field on to NB Mather Field on D E D E D E D E E F E F E F E F EB U.S.-50 -- Mather Field to Zinfandel off D E D E D E D E E F E F E F E F EB U.S.-50 -- Zinfandel off to SB Zinfandel on C D C D C D C D C E C E C E C EEB U.S.-50 -- SB Zinfandel on to NB Zinfandel on C D C D C D C D C E C E C E C EEB U.S.-50 -- Zinfandel to Sunrise off C D C E C E C E D F D F D F D FEB U.S.-50 -- Sunrise off to Sunrise on B E C E C E C E D F C F C F C FEB U.S.-50 -- Sunrise to Hazel off C E C F C F C F E F E F D F E F EB U.S.-50 -- Hazel off to Hazel on C F C F C F C F E F E F E F E F EB U.S.-50 -- east of Hazel D F D F D F D F F F F F F F F F Villages of ZInfandel, 17 - freeway analysis (2017_04_15 11_57_19 UTC), Mainline - Level of Service, Page 1 of 22, 26 June 2001 ITEM 11.3. ATTACHMENT
4

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U.S.-50 WB off-ramp to Hazel Avenue
Highway Capacity Manual, Special Report 209
1997 Edition
Capacity Analysis of Freeway Ramps
Ramp Analysis Type: Single Lane Off-Ramp
Freeway
Existing Upstrm Frwy Lanes / Aux. Lanes 2 V12 Equation: 6Existing Dnstrm Frwy Lanes / Aux. Lanes 2Future Upstrm Frwy Lanes / Aux. Lanes 2Future Dnstrm Frwy Lanes / Aux. Lanes 2 Input Data
Alternative:

Existing
No Project
Existing +
Approved Project
Existing +
Proposed Project
Existing +
Project Alternative
Cumulative
No Project
Cumulative +
Approved Project
Cumulative +
Proposed Project
Cumulative +
Project Alternative
Peak Hour: AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PMFreeway Volume (Upstream): 5,195 1,947 5,244 1,920 5,277 1,937 5,272 1,914 7,615 3,876 7,659 3,861 7,605 3,846 7,642 3,879Ramp Volume: 270 907 202 856 234 848 228 853 687 1,385 664 1,291 637 1,358 631 1,352Acceleration Length (ft.): 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000Ramp Free-Flow Speed (mph): 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 Calculations
Adjusted Freeway Volume (Upstream): 5667 2124 5721 2095 5757 2113 5751 2088 8307 4228 8355 4212 8296 4196 8337 4232Adjusted Ramp Volume: 295 989 220 934 255 925 249 931 749 1511 724 1408 695 1481 688 1475Upstream Freeway Capacity: 4800 4800 4800 4800 4800 4800 4800 4800 4800 4800 4800 4800 4800 4800 4800 4800Upstream Freeway V/C: 1.18 0.44 1.19 0.44 1.20 0.44 1.20 0.44 1.73 0.88 1.74 0.88 1.73 0.87 1.74 0.88Proportion in lanes 1,2 (Pfd): 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 V12 (upstream two-lane volume): 5667 2124 5721 2095 5757 2113 5751 2088 8307 4228 8355 4212 8296 4196 8337 4232V12 Capacity: 4400 4400 4400 4400 4400 4400 4400 4400 4400 4400 4400 4400 4400 4400 4400 4400V12 V/C: 1.29 0.48 1.30 0.48 1.31 0.48 1.31 0.47 1.89 0.96 1.90 0.96 1.89 0.95 1.89 0.96Density (pc/mi/ln): 43.99 13.52 44.45 13.27 44.76 13.42 44.71 13.21 66.69 31.61 67.11 31.48 66.60 31.34 66.95 31.65Level of Service: F B F B F B F B F D F D F D F D Villages of ZInfandel, 17 - freeway analysis (2017_04_15 11_57_19 UTC), WB50 Hazel off, Page 2 of 22, 26 June 2001 ITEM 11.3. ATTACHMENT
4

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U.S.-50 WB on-ramp from NB Hazel Avenue
Highway Capacity Manual, Special Report 209
1997 Edition
Capacity Analysis of Freeway Ramps
Ramp Analysis Type: Single Lane On-Ramp
Freeway
Existing Upstrm Frwy Lanes / Aux. Lanes 2 V12 Equation: 1Existing Dnstrm Frwy Lanes / Aux. Lanes 2Future Upstrm Frwy Lanes / Aux. Lanes 2Future Dnstrm Frwy Lanes / Aux. Lanes 2 Input Data
Alternative:

Existing
No Project
Existing +
Approved Project
Existing +
Proposed Project
Existing +
Project Alternative
Cumulative
No Project
Cumulative +
Approved Project
Cumulative +
Proposed Project
Cumulative +
Project Alternative
Peak Hour: AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PMFreeway Volume (Upstream): 4,925 1,040 5,042 1,064 5,043 1,089 5,044 1,061 6,928 2,491 6,995 2,570 6,968 2,488 7,011 2,527Ramp Volume: 620 131 616 134 609 134 606 131 905 432 886 432 927 451 890 439Acceleration Length (ft): 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000Ramp Design Speed (mph): 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 Calculations
Adjusted Freeway Volume (Upstream): 5373 1135 5500 1161 5501 1188 5503 1157 7558 2717 7631 2804 7601 2714 7648 2757Adjusted Ramp Volume: 676 143 672 146 664 146 661 143 987 471 967 471 1011 492 971 479Downstream Freeway Capacity: 4800 4800 4800 4800 4800 4800 4800 4800 4800 4800 4800 4800 4800 4800 4800 4800Downstream Freeway V/C: 1.26 0.27 1.29 0.27 1.28 0.28 1.28 0.27 1.78 0.66 1.79 0.68 1.79 0.67 1.80 0.67Proportion in lanes 1,2 (Pfm): 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 V12 (upstream two-lane volume): 5373 1135 5500 1161 5501 1188 5503 1157 7558 2717 7631 2804 7601 2714 7648 2757VR12 (downstream two-lane volume): 6049 1278 6172 1307 6165 1334 6164 1300 8545 3188 8598 3275 8612 3206 8619 3236VR12 Capacity: 4600 4600 4600 4600 4600 4600 4600 4600 4600 4600 4600 4600 4600 4600 4600 4600VR12 V/C: 1.32 0.28 1.34 0.28 1.34 0.29 1.34 0.28 1.86 0.69 1.87 0.71 1.87 0.70 1.87 0.70Density (pc/mi/ln): 46.08 9.11 47.04 9.33 46.99 9.54 46.98 9.28 65.40 23.85 65.82 24.53 65.91 23.99 65.99 24.23Level of Service: F A F A F A F A F C F C F C F C Villages of ZInfandel, 17 - freeway analysis (2017_04_15 11_57_19 UTC), WB50 NB Hazel on, Page 3 of 22, 26 June 2001 ITEM 11.3. ATTACHMENT
4

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U.S.-50 WB on-ramp from SB Hazel Avenue
Highway Capacity Manual, Special Report 209
1994 Edition
Capacity Analysis of Freeway Ramps
Ramp Analysis Type: One Lane On-Ramp; Freeway Gains Lane Input Data
Alternative:

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Rancho Cordova City CouncilApril 18, 2022

Rancho Cordova City Council
April 18, 2022