Cities Index.
Attachment 9z - Draft EIR Appendix L - Traffic and VMT Analysis

Riverside City Council
January 25, 2022

Document
Attachment 9z - Draft EIR Appendix L - Traffic and VMT Analysis
Meeting
January 25, 2022
Body
Riverside City Council
Pages
10
Original file
2.6 MB
Text extracted from the city's file for reading and search. Open the original on riversideca.legistar1.com. That file is the official record.

DATE: LOCATION: Moreno Valley PROJECT #: SC1761
5/23/18 NORTH & SOUTH: I-215 SB Ramps LOCATION #: 12
WEDNESDAY EAST & WEST: Alessandro CONTROL: SIGNAL
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: X X X 1.5 X 1.5 X 3 1 X 3 1 0 0 0 0
7:00 AM 0 0 0 14 0 3 0 6 0 0 4 0 27 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 5 0 6 0 5 0 0 5 2 23 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 4 0 2 0 2 2 0 8 1 19 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 2 0 4 0 5 1 0 7 0 19 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 3 0 4 0 3 1 0 8 0 19 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 7 0 1 0 3 2 0 7 0 20 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 3 0 1 0 2 1 0 6 0 13 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 1 0 0 0 4 1 0 9 1 16 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 39 0 21 0 30 8 0 54 4 156 0 0 0 0 0 0 0 0 0 APPROACH % 0% 0% 0% 65% 0% 35% 0% 79% 21% 0% 93% 7%
APP/DEPART 0 / 4 60 / 8 38 / 69 58 / 75 0

BEGIN PEAK HR
VOLUMES 0 0 0 25 0 15 0 18 3 0 24 3 88 0 0 0 0 APPROACH % 0% 0% 0% 63% 0% 38% 0% 86% 14% 0% 89% 11%
PEAK HR FACTOR 0.000 0.588 0.875 0.750 0.815
APP/DEPART 0 / 3 40 / 3 21 / 43 27 / 39 0 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 0 0 8 0 0 0 0 1 0 6 0 15 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 2 0 0 0 7 0 0 3 0 12 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 2 0 3 0 0 3 0 2 0 10 0 0 0 0 0 0 0 1 0 4:45 PM 0 0 0 3 0 1 0 1 0 0 0 0 5 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 3 0 2 0 2 1 0 1 0 9 0 0 0 0 0 0 1 0 0 5:15 PM 0 0 0 1 0 0 0 2 0 0 3 0 6 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 5 0 2 0 0 0 0 1 0 8 0 0 0 0 0 0 1 0 0 5:45 PM 0 0 0 4 0 3 0 0 1 0 1 0 9 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 28 0 11 0 12 6 0 17 0 74 0 0 0 0 0 0 2 1 0 APPROACH % 0% 0% 0% 72% 0% 28% 0% 67% 33% 0% 100% 0%
APP/DEPART 0 / 0 39 / 6 18 / 40 17 / 28 0

BEGIN PEAK HR
VOLUMES 0 0 0 15 0 4 0 8 4 0 11 0 42 0 0 1 0 APPROACH % 0% 0% 0% 79% 0% 21% 0% 67% 33% 0% 100% 0%
PEAK HR FACTOR 0.000 0.594 0.429 0.458 0.700
APP/DEPART 0 / 0 19 / 4 12 / 23 11 / 15 0 I-215 SB Ramps

NORTH SIDE
Alessandro WEST SIDE EAST SIDE Alessandro

SOUTH SIDE
I-215 SB Ramps

RTORU-TURNS
I-215 SB Ramps I-215 SB Ramps Alessandro Alessandro
AM
7:00 AM
PM
4:00 PM

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

3.1-111
DATE: LOCATION: Moreno Valley PROJECT #: SC1761
5/23/18 NORTH & SOUTH: I-215 SB Ramps LOCATION #: 12
WEDNESDAY EAST & WEST: Alessandro CONTROL: SIGNAL
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: X X X 1.5 X 1.5 X 3 1 X 3 1 0 0 0 0
7:00 AM 0 0 0 0 0 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 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 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 0 0 0 0 0
8:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 1 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 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 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 1 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 100% 0% 100% 0% 0% 0% 0%
APP/DEPART 0 / 0 1 / 0 1 / 1 0 / 1 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 1 0 1 0 0 0 0 2 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 100% 0% 100% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.250 0.250 0.000 0.500
APP/DEPART 0 / 0 1 / 0 1 / 1 0 / 1 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 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 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 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 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 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 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 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 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 100% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 1 / 1 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.250 0.250
APP/DEPART 0 / 0 0 / 0 0 / 0 1 / 1 0
I-215 SB Ramps

NORTH SIDE
Alessandro WEST SIDE EAST SIDE Alessandro

SOUTH SIDE
I-215 SB Ramps

RTORU-TURNS
I-215 SB Ramps I-215 SB Ramps Alessandro Alessandro
AM
7:15 AM
PM
3:15 PM

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

3.1-112

DATE: LOCATION: Moreno Valley PROJECT #: SC1761
5/23/18 NORTH & SOUTH: I-215 SB Ramps LOCATION #: 12
WEDNESDAY EAST & WEST: Alessandro CONTROL: SIGNAL
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: X X X 1.5 X 1.5 X 3 1 X 3 1 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 0 0 0 3 1 4 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 1 0 0 4 0 5 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 1 1 0 0 0 2 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 4 1 0 11 1 17 0 0 0 0 0 0 0 0 0 APPROACH % 0% 0% 0% 0% 0% 0% 0% 80% 20% 0% 92% 8%
APP/DEPART 0 / 1 0 / 1 5 / 4 12 / 11 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 2 0 0 9 1 12 0 0 0 0 APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 90% 10%
PEAK HR FACTOR 0.000 0.000 0.500 0.625 0.600
APP/DEPART 0 / 1 0 / 0 2 / 2 10 / 9 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 0 0 0 0 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 1 0 0 1 0 2 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 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 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 5 0 0 5 0 10 0 0 0 0 0 0 0 0 0 APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
APP/DEPART 0 / 0 0 / 0 5 / 5 5 / 5 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 3 0 0 5 0 8 0 0 0 0 APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.000 0.750 0.625 1.000
APP/DEPART 0 / 0 0 / 0 3 / 3 5 / 5 0
I-215 SB Ramps

NORTH SIDE
Alessandro WEST SIDE EAST SIDE Alessandro

SOUTH SIDE
I-215 SB Ramps

RTORU-TURNS
I-215 SB Ramps I-215 SB Ramps Alessandro Alessandro
AM
7:00 AM
PM
4:15 PM

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

3.1-113

T816
DATE: LOCATION: PROJECT #: SC1761
Wed, May 23, 18 NORTH & SOUTH: LOCATION #: 13
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1.3 0.3 1.3 X X X 1 3 X X 3 0 0 0 0 0 0 0 0 0
7:00 AM 212 0 14 0 0 0 17 140 0 0 429 29 841 0 0 0 0 0 7 0 0 7 7:15 AM 219 0 27 0 0 0 9 166 0 0 427 24 872 0 0 0 0 0 17 0 0 7 7:30 AM 222 0 47 0 0 0 9 209 0 0 377 21 885 0 0 0 0 0 22 0 0 5 7:45 AM 200 0 54 0 0 0 11 213 0 0 364 17 859 0 0 0 0 0 19 0 0 1 8:00 AM 219 0 72 0 0 0 14 206 0 0 322 26 859 0 0 1 0 1 32 0 0 7 8:15 AM 154 0 34 0 0 0 21 204 0 0 313 31 757 0 0 0 0 0 20 0 0 5 8:30 AM 202 1 37 0 0 0 30 173 0 0 231 33 707 0 0 0 0 0 24 0 0 4 8:45 AM 160 1 48 0 0 0 25 128 0 0 192 26 580 0 0 0 0 0 32 0 0 5 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 1,588 2 333 0 0 0 136 1,439 0 0 2,655 207 6,360 0 0 1 0 1 173 0 0 41 APPROACH % 83% 0% 17% 0% 0% 0% 9% 91% 0% 0% 93% 7%
APP/DEPART 1,923 / 344 0 / 0 1,575 / 1,772 2,862 / 4,244 0

BEGIN PEAK HR
VOLUMES 860 0 200 0 0 0 43 794 0 0 1,490 88 3,475 90 0 0 20 APPROACH % 81% 0% 19% 0% 0% 0% 5% 95% 0% 0% 94% 6%
PEAK HR FACTOR 0.911 0.000 0.934 0.875 0.982
APP/DEPART 1,060 / 130 0 / 0 837 / 994 1,578 / 2,351 0 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 173 8 97 0 0 0 27 352 0 0 239 33 929 0 0 1 0 1 27 0 0 7 4:15 PM 132 0 80 0 0 0 41 390 0 0 221 51 915 0 0 0 0 0 17 0 0 13 4:30 PM 138 0 59 0 0 0 55 317 0 0 232 43 844 0 0 0 0 0 20 0 0 11 4:45 PM 112 0 50 0 0 0 59 343 0 0 212 42 818 0 0 0 0 0 24 0 0 15 5:00 PM 115 1 30 0 0 0 84 356 0 0 230 54 870 0 0 0 0 0 15 0 0 13 5:15 PM 121 1 38 0 0 0 52 367 0 1 195 36 811 0 0 0 1 1 16 0 0 15 5:30 PM 93 0 53 0 0 0 72 345 0 0 228 61 852 0 0 0 0 0 20 0 0 23 5:45 PM 86 0 46 0 0 0 74 348 0 0 202 46 802 0 0 0 0 0 19 0 0 12 VOLUMES 970 10 453 0 0 0 464 2,818 0 1 1,759 366 6,841 0 0 1 1 2 158 0 0 109 APPROACH % 68% 1% 32% 0% 0% 0% 14% 86% 0% 0% 83% 17%
APP/DEPART 1,433 / 839 0 / 0 3,282 / 3,272 2,126 / 2,730 0

BEGIN PEAK HR
VOLUMES 555 8 286 0 0 0 182 1,402 0 0 904 169 3,506 88 0 0 46 APPROACH % 65% 1% 34% 0% 0% 0% 11% 89% 0% 0% 84% 16%
PEAK HR FACTOR 0.763 0.000 0.919 0.975 0.943
APP/DEPART 849 / 358 0 / 0 1,584 / 1,688 1,073 / 1,460 0 I-215 NB Ramps

NORTH SIDE
Alessandro WEST SIDE EAST SIDE Alessandro

SOUTH SIDE
I-215 NB Ramps

E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL 7:00 AM 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 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 2 2 0 0 0 0 0 0 0 0 2 2 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 2 1 3 0 0 0 1 1 0 0 2 0 2 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 0 0 3 3 6 0 0 0 1 1 0 0 3 2 5 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 4:45 PM 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 5:15 PM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 5:30 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 5:45 PM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 TOTAL 0 0 4 1 5 0 0 1 0 1 0 0 3 1 4 RTOR

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Moreno Valley
I-215 NB Ramps
Alessandro

U-TURNS
I-215 NB Ramps I-215 NB Ramps Alessandro Alessandro

BICYCLE CROSSINGS

AMPM AM
7:15 AM
PM
4:00 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns

3.1-114
0 0 0 0 TOTAL 1,183
0 0 0 0 PM 839
0 0 0 0 AM 344
2,862
2,126
4,988
6,974
2,730
4,244
207
366
573
2,655
1,759
4,414
TOTAL
PM
AM
0 1
1 600
464
136
AM
PM
TOTAL
4,257
2,818
1,439
0 0
0 1,772
3,272
5,044
4,857
3,282
1,575
0 AM 1 ,588 2 333 1,923
0 PM 970 10 453 1,433
0 TOTAL 2 ,558 12 786 3,356
0 0 0 0 TOTAL 488
0 0 0 0 PM 358
0 0 0 0 AM 130
1,578
1,073
2,651
3,811
1,460
2,351
88 169
257
1,490
904
2,394
TOTAL
PM
AM AM 7:15 AM
8 :45 AM
0 0
0 225
182
43 #N/A
AM
PM
TOTAL
2,196
1,402
794 PM 4:00 PM
3 :45 PM
0 0
0 994
1,688
2,682
2,421
1,584
837
0 AM 8 60 0 200 1,060
0 PM 555 8 286 849
0 Total 1 ,415 8 486 1,909
I-215 NB Ramps
AimTD LLC

TURNING MOVEMENT COUNTS
I-215 NB Ramps
Alessandro
Alessandro
Moreno Valley
SC1761

ALL HOURS
I-215 NB Ramps
I-215 NB Ramps
Alessandro
Alessandro

PEAK HOUR

3.1-115

DATE: LOCATION: Moreno Valley PROJECT #: SC1761
5/23/18 NORTH & SOUTH: I-215 NB Ramps LOCATION #: 13
WEDNESDAY EAST & WEST: Alessandro CONTROL: SIGNAL
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1.3 0.3 1.3 X X X 1 3 X X 3 0 0 0 0 0
7:00 AM 201 0 14 0 0 0 12 112 0 0 404 24 767 0 0 0 0 0 7 0 0 5 7:15 AM 208 0 25 0 0 0 5 143 0 0 401 18 800 0 0 0 0 0 15 0 0 7 7:30 AM 205 0 44 0 0 0 6 181 0 0 350 16 802 0 0 0 0 0 21 0 0 5 7:45 AM 188 0 51 0 0 0 6 195 0 0 336 5 781 0 0 0 0 0 18 0 0 0 8:00 AM 203 0 66 0 0 0 10 185 0 0 310 12 786 0 0 1 0 1 32 0 0 5 8:15 AM 141 0 28 0 0 0 15 184 0 0 295 24 687 0 0 0 0 0 15 0 0 4 8:30 AM 192 1 36 0 0 0 26 157 0 0 213 24 649 0 0 0 0 0 23 0 0 3 8:45 AM 146 0 45 0 0 0 24 113 0 0 172 16 516 0 0 0 0 0 30 0 0 4 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 1,484 1 309 0 0 0 104 1,270 0 0 2,481 139 5,788 0 0 1 0 1 161 0 0 33 APPROACH % 83% 0% 17% 0% 0% 0% 8% 92% 0% 0% 95% 5%
APP/DEPART 1,794 / 243 0 / 0 1,374 / 1,579 2,620 / 3,966 0

BEGIN PEAK HR
VOLUMES 804 0 186 0 0 0 26 704 0 0 1,397 51 3,169 86 0 0 17 APPROACH % 81% 0% 19% 0% 0% 0% 4% 96% 0% 0% 96% 4%
PEAK HR FACTOR 0.920 0.000 0.909 0.864 0.988
APP/DEPART 990 / 77 0 / 0 731 / 890 1,448 / 2,202 0 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 158 8 92 0 0 0 25 328 0 0 229 26 866 0 0 1 0 1 26 0 0 4 4:15 PM 122 0 74 0 0 0 36 367 0 0 210 40 849 0 0 0 0 0 17 0 0 11 4:30 PM 129 0 53 0 0 0 55 303 0 0 227 37 804 0 0 0 0 0 18 0 0 11 4:45 PM 105 0 48 0 0 0 57 322 0 0 205 34 771 0 0 0 0 0 23 0 0 13 5:00 PM 105 1 29 0 0 0 81 348 0 0 220 47 831 0 0 0 0 0 15 0 0 11 5:15 PM 110 0 33 0 0 0 49 352 0 1 192 26 763 0 0 0 1 1 13 0 0 11 5:30 PM 89 0 49 0 0 0 69 322 0 0 224 56 809 0 0 0 0 0 19 0 0 22 5:45 PM 83 0 43 0 0 0 72 336 0 0 192 40 766 0 0 0 0 0 17 0 0 8 VOLUMES 901 9 421 0 0 0 444 2,678 0 1 1,699 306 6,459 0 0 1 1 2 148 0 0 91 APPROACH % 68% 1% 32% 0% 0% 0% 14% 86% 0% 0% 85% 15%
APP/DEPART 1,331 / 758 0 / 0 3,122 / 3,100 2,006 / 2,601 0

BEGIN PEAK HR
VOLUMES 514 8 267 0 0 0 172 1,320 0 0 871 137 3,290 84 0 0 39 APPROACH % 65% 1% 34% 0% 0% 0% 12% 88% 0% 0% 86% 14%
PEAK HR FACTOR 0.765 0.000 0.926 0.955 0.950
APP/DEPART 789 / 317 0 / 0 1,493 / 1,587 1,008 / 1,386 0 I-215 NB Ramps

NORTH SIDE
Alessandro WEST SIDE EAST SIDE Alessandro

SOUTH SIDE
I-215 NB Ramps

RTORU-TURNS
I-215 NB Ramps I-215 NB Ramps Alessandro Alessandro
AM
7:15 AM
PM
4:00 PM

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

3.1-116

DATE: LOCATION: Moreno Valley PROJECT #: SC1761
5/23/18 NORTH & SOUTH: I-215 NB Ramps LOCATION #: 13
WEDNESDAY EAST & WEST: Alessandro CONTROL: SIGNAL
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1.3 0.3 1.3 X X X 1 3 X X 3 0 0 0 0 0
7:00 AM 7 0 0 0 0 0 1 11 0 0 18 1 38 0 0 0 0 0 0 0 0 0 7:15 AM 7 0 2 0 0 0 3 11 0 0 15 1 39 0 0 0 0 0 2 0 0 0 7:30 AM 9 0 2 0 0 0 0 22 0 0 17 2 52 0 0 0 0 0 1 0 0 0 7:45 AM 8 0 2 0 0 0 3 11 0 0 24 3 51 0 0 0 0 0 0 0 0 0 8:00 AM 9 0 3 0 0 0 2 13 0 0 9 8 44 0 0 0 0 0 0 0 0 2 8:15 AM 7 0 5 0 0 0 3 12 0 0 9 3 39 0 0 0 0 0 4 0 0 0 8:30 AM 7 0 0 0 0 0 1 10 0 0 14 3 35 0 0 0 0 0 0 0 0 0 8:45 AM 10 1 2 0 0 0 1 9 0 0 11 2 36 0 0 0 0 0 2 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 64 1 16 0 0 0 14 99 0 0 117 23 334 0 0 0 0 0 9 0 0 2 APPROACH % 79% 1% 20% 0% 0% 0% 12% 88% 0% 0% 84% 16%
APP/DEPART 81 / 38 0 / 0 113 / 115 140 / 181 0

BEGIN PEAK HR
VOLUMES 33 0 12 0 0 0 8 58 0 0 59 16 186 5 0 0 2 APPROACH % 73% 0% 27% 0% 0% 0% 12% 88% 0% 0% 79% 21%
PEAK HR FACTOR 0.938 0.000 0.750 0.694 0.894
APP/DEPART 45 / 24 0 / 0 66 / 70 75 / 92 0 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 12 0 4 0 0 0 1 17 0 0 5 5 44 0 0 0 0 0 1 0 0 2 4:15 PM 6 0 6 0 0 0 3 14 0 0 9 5 43 0 0 0 0 0 0 0 0 1 4:30 PM 6 0 6 0 0 0 0 11 0 0 4 4 31 0 0 0 0 0 2 0 0 0 4:45 PM 5 0 2 0 0 0 2 16 0 0 6 6 37 0 0 0 0 0 1 0 0 2 5:00 PM 8 0 1 0 0 0 1 2 0 0 7 5 24 0 0 0 0 0 0 0 0 2 5:15 PM 9 1 4 0 0 0 2 10 0 0 2 4 32 0 0 0 0 0 3 0 0 3 5:30 PM 2 0 2 0 0 0 2 17 0 0 2 2 27 0 0 0 0 0 1 0 0 1 5:45 PM 3 0 3 0 0 0 1 8 0 0 8 3 26 0 0 0 0 0 2 0 0 2 VOLUMES 51 1 28 0 0 0 12 95 0 0 43 34 264 0 0 0 0 0 10 0 0 13 APPROACH % 64% 1% 35% 0% 0% 0% 11% 89% 0% 0% 56% 44%
APP/DEPART 80 / 47 0 / 0 107 / 123 77 / 94 0

BEGIN PEAK HR
VOLUMES 29 0 18 0 0 0 6 58 0 0 24 20 155 4 0 0 5 APPROACH % 62% 0% 38% 0% 0% 0% 9% 91% 0% 0% 55% 45%
PEAK HR FACTOR 0.734 0.000 0.889 0.786 0.881
APP/DEPART 47 / 26 0 / 0 64 / 76 44 / 53 0 I-215 NB Ramps

NORTH SIDE
Alessandro WEST SIDE EAST SIDE Alessandro

SOUTH SIDE
I-215 NB Ramps

RTORU-TURNS
I-215 NB Ramps I-215 NB Ramps Alessandro Alessandro
AM
7:15 AM
PM
4:00 PM

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

3.1-117

DATE: LOCATION: Moreno Valley PROJECT #: SC1761
5/23/18 NORTH & SOUTH: I-215 NB Ramps LOCATION #: 13
WEDNESDAY EAST & WEST: Alessandro CONTROL: SIGNAL
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1.3 0.3 1.3 X X X 1 3 X X 3 0 0 0 0 0
7:00 AM 1 0 0 0 0 0 1 0 0 0 2 0 4 0 0 0 0 0 0 0 0 0 7:15 AM 2 0 0 0 0 0 0 3 0 0 4 0 9 0 0 0 0 0 0 0 0 0 7:30 AM 1 0 0 0 0 0 0 1 0 0 4 0 6 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 1 0 0 0 0 1 0 0 1 3 6 0 0 0 0 0 1 0 0 1 8:00 AM 2 0 1 0 0 0 1 2 0 0 0 2 8 0 0 0 0 0 0 0 0 0 8:15 AM 2 0 1 0 0 0 1 0 0 0 4 0 8 0 0 0 0 0 1 0 0 0 8:30 AM 0 0 0 0 0 0 2 1 0 0 1 0 4 0 0 0 0 0 0 0 0 0 8:45 AM 2 0 0 0 0 0 0 1 0 0 1 0 4 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 10 0 3 0 0 0 5 9 0 0 17 5 49 0 0 0 0 0 2 0 0 1 APPROACH % 77% 0% 23% 0% 0% 0% 36% 64% 0% 0% 77% 23%
APP/DEPART 13 / 10 0 / 0 14 / 12 22 / 27 0

BEGIN PEAK HR
VOLUMES 5 0 2 0 0 0 1 7 0 0 9 5 29 1 0 0 1 APPROACH % 71% 0% 29% 0% 0% 0% 13% 88% 0% 0% 64% 36%
PEAK HR FACTOR 0.583 0.000 0.667 0.875 0.806
APP/DEPART 7 / 6 0 / 0 8 / 9 14 / 14 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0 0 0 0 0 4:15 PM 1 0 0 0 0 0 0 1 0 0 1 0 3 0 0 0 0 0 0 0 0 0 4:30 PM 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 4:45 PM 1 0 0 0 0 0 0 1 0 0 0 1 3 0 0 0 0 0 0 0 0 0 5:00 PM 1 0 0 0 0 0 1 1 0 0 2 0 5 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 1 0 0 0 0 2 0 0 0 0 3 0 0 0 0 0 0 0 0 0 5:30 PM 1 0 0 0 0 0 0 1 0 0 2 1 5 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 VOLUMES 5 0 1 0 0 0 1 7 0 0 7 2 23 0 0 0 0 0 0 0 0 0 APPROACH % 83% 0% 17% 0% 0% 0% 13% 88% 0% 0% 78% 22%
APP/DEPART 6 / 3 0 / 0 8 / 8 9 / 12 0

BEGIN PEAK HR
VOLUMES 3 0 1 0 0 0 1 5 0 0 4 2 16 0 0 0 0 APPROACH % 75% 0% 25% 0% 0% 0% 17% 83% 0% 0% 67% 33%
PEAK HR FACTOR 1.000 0.000 0.750 0.500 0.800
APP/DEPART 4 / 3 0 / 0 6 / 6 6 / 7 0
I-215 NB Ramps

NORTH SIDE
Alessandro WEST SIDE EAST SIDE Alessandro

SOUTH SIDE
I-215 NB Ramps

RTORU-TURNS
I-215 NB Ramps I-215 NB Ramps Alessandro Alessandro
AM
7:15 AM
PM
4:45 PM

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

3.1-118

DATE: LOCATION: Moreno Valley PROJECT #: SC1761
5/23/18 NORTH & SOUTH: I-215 NB Ramps LOCATION #: 13
WEDNESDAY EAST & WEST: Alessandro CONTROL: SIGNAL
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1.3 0.3 1.3 X X X 1 3 X X 3 0 0 0 0 0
7:00 AM 1 0 0 0 0 0 3 17 0 0 3 4 28 0 0 0 0 0 0 0 0 2 7:15 AM 2 0 0 0 0 0 1 9 0 0 5 5 22 0 0 0 0 0 0 0 0 0 7:30 AM 6 0 1 0 0 0 3 3 0 0 3 3 19 0 0 0 0 0 0 0 0 0 7:45 AM 4 0 0 0 0 0 2 5 0 0 3 6 20 0 0 0 0 0 0 0 0 0 8:00 AM 5 0 2 0 0 0 1 5 0 0 3 4 20 0 0 0 0 0 0 0 0 0 8:15 AM 4 0 0 0 0 0 2 8 0 0 3 4 21 0 0 0 0 0 0 0 0 1 8:30 AM 3 0 1 0 0 0 1 4 0 0 3 6 18 0 0 0 0 0 1 0 0 1 8:45 AM 2 0 1 0 0 0 0 5 0 0 8 8 24 0 0 0 0 0 0 0 0 1 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 27 0 5 0 0 0 13 56 0 0 31 40 172 0 0 0 0 0 1 0 0 5 APPROACH % 84% 0% 16% 0% 0% 0% 19% 81% 0% 0% 44% 56%
APP/DEPART 32 / 53 0 / 0 69 / 61 71 / 58 0

BEGIN PEAK HR
VOLUMES 13 0 1 0 0 0 9 34 0 0 14 18 89 0 0 0 2 APPROACH % 93% 0% 7% 0% 0% 0% 21% 79% 0% 0% 44% 56%
PEAK HR FACTOR 0.500 0.000 0.538 0.800 0.795
APP/DEPART 14 / 27 0 / 0 43 / 35 32 / 27 0 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 3 0 1 0 0 0 1 6 0 0 3 2 16 0 0 0 0 0 0 0 0 1 4:15 PM 2 0 0 0 0 0 2 7 0 0 1 6 18 0 0 0 0 0 0 0 0 1 4:30 PM 2 0 0 0 0 0 0 2 0 0 0 2 6 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 4 0 0 0 1 5 0 0 0 0 0 0 0 0 0 5:00 PM 1 0 0 0 0 0 1 4 0 0 0 2 8 0 0 0 0 0 0 0 0 0 5:15 PM 2 0 0 0 0 0 1 2 0 0 1 6 12 0 0 0 0 0 0 0 0 1 5:30 PM 1 0 1 0 0 0 1 5 0 0 0 2 10 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 1 3 0 0 1 3 8 0 0 0 0 0 0 0 0 2 VOLUMES 11 0 2 0 0 0 7 33 0 0 6 24 83 0 0 0 0 0 0 0 0 5 APPROACH % 85% 0% 15% 0% 0% 0% 18% 83% 0% 0% 20% 80%
APP/DEPART 13 / 31 0 / 0 40 / 35 30 / 17 0

BEGIN PEAK HR
VOLUMES 7 0 1 0 0 0 3 19 0 0 4 11 45 0 0 0 2 APPROACH % 88% 0% 13% 0% 0% 0% 14% 86% 0% 0% 27% 73%
PEAK HR FACTOR 0.500 0.000 0.611 0.536 0.625
APP/DEPART 8 / 14 0 / 0 22 / 20 15 / 11 0 I-215 NB Ramps

NORTH SIDE
Alessandro WEST SIDE EAST SIDE Alessandro

SOUTH SIDE
I-215 NB Ramps

RTORU-TURNS
I-215 NB Ramps I-215 NB Ramps Alessandro Alessandro
AM
7:00 AM
PM
4:00 PM

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

3.1-119

DATE: LOCATION: Moreno Valley PROJECT #: SC1761
5/23/18 NORTH & SOUTH: I-215 NB Ramps LOCATION #: 13
WEDNESDAY EAST & WEST: Alessandro CONTROL: SIGNAL
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1.3 0.3 1.3 X X X 1 3 X X 3 0 0 0 0 0
7:00 AM 0 0 0 0 0 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 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 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 0 0 0 0 0 8:00 AM 0 0 0 0 0 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 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 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 1 / 1 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.250 0.000 0.250
APP/DEPART 0 / 0 0 / 0 1 / 1 0 / 0 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 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 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 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 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 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 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 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 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 100% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 1 / 1 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.250 0.250
APP/DEPART 0 / 0 0 / 0 0 / 0 1 / 1 0
I-215 NB Ramps

NORTH SIDE
Alessandro WEST SIDE EAST SIDE Alessandro

SOUTH SIDE
I-215 NB Ramps

RTORU-TURNS
I-215 NB Ramps I-215 NB Ramps Alessandro Alessandro
AM
7:00 AM
PM
3:15 PM

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

3.1-120

DATE: LOCATION: Moreno Valley PROJECT #: SC1761
5/23/18 NORTH & SOUTH: I-215 NB Ramps LOCATION #: 13
WEDNESDAY EAST & WEST: Alessandro CONTROL: SIGNAL
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1.3 0.3 1.3 X X X 1 3 X X 3 0 0 0 0 0
7:00 AM 2 0 0 0 0 0 0 0 0 0 2 0 4 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 7:30 AM 1 0 0 0 0 0 0 1 0 0 3 0 5 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 3 0 0 0 0 0 0 4 0 0 9 0 16 0 0 0 0 0 0 0 0 0 APPROACH % 100% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
APP/DEPART 3 / 0 0 / 0 4 / 4 9 / 12 0

BEGIN PEAK HR
VOLUMES 3 0 0 0 0 0 0 2 0 0 7 0 12 0 0 0 0 APPROACH % 100% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
PEAK HR FACTOR 0.375 0.000 0.500 0.583 0.600
APP/DEPART 3 / 0 0 / 0 2 / 2 7 / 10 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 1 0 0 0 0 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0 0 0 0 0 4:45 PM 1 0 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 VOLUMES 2 0 1 0 0 0 0 5 0 0 3 0 11 0 0 0 0 0 0 0 0 0 APPROACH % 67% 0% 33% 0% 0% 0% 0% 100% 0% 0% 100% 0%
APP/DEPART 3 / 0 0 / 0 5 / 6 3 / 5 0

BEGIN PEAK HR
VOLUMES 2 0 0 0 0 0 0 3 0 0 3 0 8 0 0 0 0 APPROACH % 100% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
PEAK HR FACTOR 0.500 0.000 0.750 0.750 1.000
APP/DEPART 2 / 0 0 / 0 3 / 3 3 / 5 0
I-215 NB Ramps

NORTH SIDE
Alessandro WEST SIDE EAST SIDE Alessandro

SOUTH SIDE
I-215 NB Ramps

RTORU-TURNS
I-215 NB Ramps I-215 NB Ramps Alessandro Alessandro
AM
7:00 AM
PM
4:15 PM

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

3.1-121
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3.1-122
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
APPENDIX 3.2:

EXISTING (2019) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS

Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
This Page Intentionally Left Blank
Timings Sycamore Hills Distribution Center TIA (JN 12014) 2: Barton St. & Alessandro Bl. 05/22/2019
Existing (2019) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 9 1203 42 2476 1 62 0 36 1 3 3
Future Volume (vph) 9 1203 42 2476 1 62 0 36 1 3 3
Turn Type Prot NA Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 5216 8 4
Permitted Phases 6 8 8 4 4
Detector Phase 52166888444
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.2 28.5 11.0 28.5 28.5 40.6 40.6 40.6 26.6 26.6 26.6 Total Split (s) 9.2 68.4 11.0 70.2 70.2 40.6 40.6 40.6 40.6 40.6 40.6 Total Split (%) 7.7% 57.0% 9.2% 58.5% 58.5% 33.8% 33.8% 33.8% 33.8% 33.8% 33.8% Yellow Time (s) 3.2 5.5 3.2 5.5 5.5 3.6 3.6 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.2 6.5 4.2 6.5 6.5 4.6 4.6 4.6 4.6 Lead/Lag Lead Lead Lag Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None C-Max None C-Max C-Max Max Max Max Max Max Max Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 88 (73%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 115
Control Type: Actuated-Coordinated
Splits and Phases: 2: Barton St. & Alessandro Bl.

3.2-1
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 2: Barton St. & Alessandro Bl. 05/22/2019
Existing (2019) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 9 1203 23 42 2476 1 62 0 36 1 3 3 Future Volume (veh/h) 9 1203 23 42 2476 1 62 0 36 1 3 3 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 10 1294 25 45 2662 1 67 08130
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 000000000000
Cap, veh/h 21 2702 52 68 2908 903 491 0 477 147 424 483 Arrive On Green 0.01 0.52 0.52 0.01 0.19 0.19 0.30 0.00 0.30 0.30 0.30 0.00 Sat Flow, veh/h 1810 5239 101 1810 5187 1610 1438 0 1590 366 1413 1610 Grp Volume(v), veh/h 10 854 465 45 2662 1 67 08400
Grp Sat Flow(s),veh/h/ln 1810 1729 1882 1810 1729 1610 1438 0 1590 1780 0 1610 Q Serve(g_s), s 0.7 19.1 19.1 3.0 60.4 0.1 3.9 0.0 0.4 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.7 19.1 19.1 3.0 60.4 0.1 4.1 0.0 0.4 0.2 0.0 0.0 Prop In Lane 1.00 0.05 1.00 1.00 1.00 1.00 0.25 1.00
Lane Grp Cap(c), veh/h 21 1784 971 68 2908 903 491 0 477 571 0 483 V/C Ratio(X) 0.47 0.48 0.48 0.66 0.92 0.00 0.14 0.00 0.02 0.01 0.00 0.00 Avail Cap(c_a), veh/h 75 1784 971 103 2908 903 491 0 477 571 0 483 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.82 0.82 0.82 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 58.9 18.7 18.7 58.5 46.1 21.5 30.8 0.0 29.5 29.5 0.0 0.0 Incr Delay (d2), s/veh 5.8 0.9 1.7 3.4 4.9 0.0 0.6 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 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 7.1 7.9 1.4 29.0 0.0 1.5 0.0 0.2 0.1 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 64.7 19.6 20.4 61.9 51.0 21.5 31.4 0.0 29.6 29.5 0.0 0.0 LnGrp LOS E B C E D C C A C C A A
Approach Vol, veh/h 1329 2708 75 4
Approach Delay, s/veh 20.2 51.1 31.2 29.5
Approach LOS CDCC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 11.0 68.4 40.6 5.6 73.8 40.6
Change Period (Y+Rc), s 6.5 * 6.5 4.6 * 4.2 6.5 4.6
Max Green Setting (Gmax), s 6.8 * 62 36.0 * 5 63.7 36.0 Max Q Clear Time (g_c+I1), s 5.0 21.1 2.2 2.7 62.4 6.1
Green Ext Time (p_c), s 0.0 14.8 0.0 0.0 1.3 0.4
Intersection Summary
HCM 6th Ctrl Delay 40.8
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

3.2-2
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 05/22/2019
Existing (2019) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 3
Lane Group EBL EBT WBL WBT NBL NBT Ø6
Lane Configurations
Traffic Volume (vph) 5 1217 2 2488 3 0
Future Volume (vph) 5 1217 2 2488 3 0
Turn Type Prot NA Prot NA Perm NA
Protected Phases 7438 26
Permitted Phases 2
Detector Phase 743822
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.2 23.5 9.2 23.5 14.6 14.6 14.6
Total Split (s) 10.0 95.0 10.0 95.0 15.0 15.0 15.0
Total Split (%) 8.3% 79.2% 8.3% 79.2% 12.5% 12.5% 13%
Yellow Time (s) 3.2 5.5 3.2 5.5 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.2 6.5 4.2 6.5 4.6
Lead/Lag Lead Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 81 (68%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 70
Control Type: Actuated-Coordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

3.2-3
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 05/22/2019
Existing (2019) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 5 1217 5 2 2488 0303000
Future Volume (veh/h) 5 1217 5 2 2488 0303000
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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 5 1323 5 2 2704 0300000
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, % 000000000000
Cap, veh/h 12 3934 15 195 4451 0 71 0 0 0 15 0
Arrive On Green 0.01 1.00 1.00 0.11 0.86 0.00 0.01 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5334 20 1810 5358 0 1440 0 0 0 1900 0 Grp Volume(v), veh/h 5 858 470 2 2704 0300000
Grp Sat Flow(s),veh/h/ln 1810 1729 1896 1810 1729 0 1440 0 0 0 1900 0 Q Serve(g_s), s 0.3 0.0 0.0 0.1 18.5 0.0 0.2 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.3 0.0 0.0 0.1 18.5 0.0 0.2 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.01 1.00 0.00 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 12 2550 1399 195 4451 0 71 0 0 0 15 0 V/C Ratio(X) 0.43 0.34 0.34 0.01 0.61 0.00 0.04 0.00 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 87 2550 1399 195 4451 0 185 0 0 0 165 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.88 0.88 0.88 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 59.0 0.0 0.0 47.8 2.5 0.0 59.2 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 8.1 0.3 0.6 0.0 0.6 0.0 0.2 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.1 0.2 0.1 1.7 0.0 0.1 0.0 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.1 0.3 0.6 47.8 3.1 0.0 59.4 0.0 0.0 0.0 0.0 0.0 LnGrp LOS E A A D AAEAAAAA
Approach Vol, veh/h 1333 2706 3 0
Approach Delay, s/veh 0.7 3.2 59.4 0.0
Approach LOS A A E
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 5.6 19.4 95.0 5.6 5.0 109.5
Change Period (Y+Rc), s 4.6 6.5 * 6.5 4.6 * 4.2 6.5
Max Green Setting (Gmax), s 10.4 5.8 * 89 10.4 * 5.8 88.5 Max Q Clear Time (g_c+I1), s 2.2 2.1 2.0 0.0 2.3 20.5
Green Ext Time (p_c), s 0.0 0.0 17.2 0.0 0.0 56.4
Intersection Summary
HCM 6th Ctrl Delay 2.4
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

3.2-4
HCM 6th TWSC Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 05/22/2019
Existing (2019) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 5
Intersection
Int Delay, s/veh 0.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1213 7 12 2488 3 14
Future Vol, veh/h 1213 7 12 2488 3 14
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 155 - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 1318 8 13 2704 3 15

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1326 0 2430 663
Stage 1 - - - - 1322 -
Stage 2 - - - - 1108 -
Critical Hdwy - - 5.3 - 5.7 7.1
Critical Hdwy Stg 1 - - - - 6.6 -
Critical Hdwy Stg 2 - - - - 6 -
Follow-up Hdwy - - 3.1 - 3.8 3.9
Pot Cap-1 Maneuver - - 277 - 56 350
Stage 1 - - - - 156 -
Stage 2 - - - - 254 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 277 - 53 350
Mov Cap-2 Maneuver - - - - 53 -
Stage 1 - - - - 156 -
Stage 2 - - - - 242 -

Approach EB WB NB
HCM Control Delay, s 0 0.1 26.7

HCM LOS D

Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT
Capacity (veh/h) 53 350 - - 277 -
HCM Lane V/C Ratio 0.062 0.043 - - 0.047 -
HCM Control Delay (s) 77.3 15.8 - - 18.6 -
HCM Lane LOS F C - - C -
HCM 95th %tile Q(veh) 0.2 0.1 - - 0.1 -

3.2-5
Timings Sycamore Hills Distribution Center TIA (JN 12014) 5: Alessandro Bl. & San Gorgonio Dr. 05/22/2019
Existing (2019) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 6
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 11 1239 2642 35 20 14
Future Volume (vph) 11 1239 2642 35 20 14
Turn Type Prot NA NA Perm Prot Free
Protected Phases 7 4 8 6
Permitted Phases 8 Free
Detector Phase 74886
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.2 28.5 30.5 30.5 26.6
Total Split (s) 10.0 93.4 83.4 83.4 26.6
Total Split (%) 8.3% 77.8% 69.5% 69.5% 22.2%
Yellow Time (s) 3.2 5.5 5.5 5.5 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.2 6.5 6.5 6.5 4.6
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None None C-Max
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 50.5 (42%), Referenced to phase 2: and 6:SBL, Start of Yellow Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 5: Alessandro Bl. & San Gorgonio Dr.

3.2-6
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 5: Alessandro Bl. & San Gorgonio Dr. 05/22/2019
Existing (2019) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 11 1239 2642 35 20 14
Future Volume (veh/h) 11 1239 2642 35 20 14
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 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 12 1347 2872 35 22 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 000000
Cap, veh/h 25 3152 2899 899 1053
Arrive On Green 0.01 0.61 1.00 1.00 0.30 0.00
Sat Flow, veh/h 1810 5358 5358 1609 3510 1610
Grp Volume(v), veh/h 12 1347 2872 35 22 0
Grp Sat Flow(s),veh/h/ln 1810 1729 1729 1609 1755 1610
Q Serve(g_s), s 0.8 16.5 0.0 0.0 0.5 0.0
Cycle Q Clear(g_c), s 0.8 16.5 0.0 0.0 0.5 0.0
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 25 3152 2899 899 1053
V/C Ratio(X) 0.48 0.43 0.99 0.04 0.02
Avail Cap(c_a), veh/h 87 3756 3324 1031 1053
HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.25 0.25 1.00 0.00
Uniform Delay (d), s/veh 58.8 12.5 0.0 0.0 29.6 0.0
Incr Delay (d2), s/veh 5.3 0.1 5.7 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 0.4 5.5 1.5 0.0 0.2 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 64.1 12.6 5.7 0.0 29.6 0.0
LnGrp LOS EBAAC
Approach Vol, veh/h 1359 2907 22 A
Approach Delay, s/veh 13.1 5.6 29.6
Approach LOS B A C
Timer - Assigned Phs 4 6 7 8
Phs Duration (G+Y+Rc), s 79.4 40.6 5.8 73.6
Change Period (Y+Rc), s 6.5 4.6 * 4.2 6.5
Max Green Setting (Gmax), s 86.9 22.0 * 5.8 76.9
Max Q Clear Time (g_c+I1), s 18.5 2.5 2.8 2.0
Green Ext Time (p_c), s 18.5 0.0 0.0 65.1
Intersection Summary
HCM 6th Ctrl Delay 8.1
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

3.2-7
Timings Sycamore Hills Distribution Center TIA (JN 12014) 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl. 05/22/2019 Existing (2019) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 8
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 142 902 208 110 1997 522 522 678 67 122 83 115 Future Volume (vph) 142 902 208 110 1997 522 522 678 67 122 83 115 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Perm Protected Phases 5 2 1 6 38174
Permitted Phases 2684
Detector Phase 522166381744
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 Minimum Split (s) 8.7 43.5 43.5 8.7 43.5 43.5 8.7 15.8 8.7 8.7 49.8 49.8 Total Split (s) 10.0 46.8 46.8 10.4 47.2 47.2 13.0 49.4 10.4 13.4 49.8 49.8 Total Split (%) 8.3% 39.0% 39.0% 8.7% 39.3% 39.3% 10.8% 41.2% 8.7% 11.2% 41.5% 41.5% Yellow Time (s) 3.2 5.5 5.5 3.2 5.5 5.5 3.2 4.8 3.2 3.2 4.8 4.8 All-Red Time (s) 0.5 1.0 1.0 0.5 1.0 1.0 0.5 1.0 0.5 0.5 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.7 6.5 6.5 3.7 6.5 6.5 3.7 5.8 3.7 3.7 5.8 5.8 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 4 (3%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 115
Control Type: Actuated-Coordinated
Splits and Phases: 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl.

3.2-8
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl. 05/22/2019 Existing (2019) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 142 902 208 110 1997 522 522 678 67 122 83 115 Future Volume (veh/h) 142 902 208 110 1997 522 522 678 67 122 83 115 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 149 949 219 116 2102 549 549 714 71 128 87 121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 000000000000
Cap, veh/h 325 2560 795 169 1759 546 630 873 822 183 351 156 Arrive On Green 0.36 0.99 0.99 0.05 0.34 0.34 0.18 0.24 0.24 0.05 0.10 0.10 Sat Flow, veh/h 1810 5187 1610 3510 5187 1609 3510 3610 2834 3510 3610 1610 Grp Volume(v), veh/h 149 949 219 116 2102 549 549 714 71 128 87 121 Grp Sat Flow(s),veh/h/ln 1810 1729 1610 1755 1729 1609 1755 1805 1417 1755 1805 1610 Q Serve(g_s), s 7.6 0.4 0.1 3.9 40.7 32.2 18.3 22.4 2.2 4.3 2.7 8.8 Cycle Q Clear(g_c), s 7.6 0.4 0.1 3.9 40.7 32.2 18.3 22.4 2.2 4.3 2.7 8.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 325 2560 795 169 1759 546 630 873 822 183 351 156 V/C Ratio(X) 0.46 0.37 0.28 0.68 1.19 1.01 0.87 0.82 0.09 0.70 0.25 0.77 Avail Cap(c_a), veh/h 325 2560 795 196 1759 546 630 1312 1166 284 1324 590 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.94 0.94 0.94 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.0 0.4 0.1 56.2 39.7 24.9 47.9 43.0 31.0 55.9 50.1 52.9 Incr Delay (d2), s/veh 0.4 0.4 0.8 5.5 93.6 40.1 12.3 2.6 0.0 1.8 0.4 7.9 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 3.0 0.2 0.3 1.8 31.6 17.5 8.8 10.0 0.7 1.9 1.2 3.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.4 0.8 0.9 61.7 133.2 65.0 60.2 45.6 31.1 57.7 50.5 60.8 LnGrp LOS C A A E F F E D C E D E
Approach Vol, veh/h 1317 2767 1334 336
Approach Delay, s/veh 4.6 116.7 50.8 56.9
Approach LOS A F D E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.5 65.7 27.3 17.5 28.0 47.2 10.0 34.8 Change Period (Y+Rc), s 3.7 6.5 5.8 * 5.8 6.5 * 6.5 3.7 5.8 Max Green Setting (Gmax), s 6.7 40.3 9.3 * 44 6.3 * 41 9.7 43.6 Max Q Clear Time (g_c+I1), s 5.9 2.4 20.3 10.8 9.6 42.7 6.3 24.4 Green Ext Time (p_c), s 0.0 12.3 0.0 0.9 0.0 0.0 0.1 4.6 Intersection Summary
HCM 6th Ctrl Delay 72.3
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

3.2-9
Timings Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/22/2019
Existing (2019) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 1
Lane Group EBT WBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 710 2412 210 0 311
Future Volume (vph) 710 2412 210 0 311
Turn Type NA NA Split NA Perm
Protected Phases 2644
Permitted Phases 4
Detector Phase 26444
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.5 34.5 10.0 10.0 10.0
Total Split (s) 63.0 63.0 22.0 22.0 22.0
Total Split (%) 74.1% 74.1% 25.9% 25.9% 25.9%
Yellow Time (s) 4.5 4.5 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.5 5.5 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode C-Max C-Max None None None
Intersection Summary
Cycle Length: 85
Actuated Cycle Length: 85
Offset: 9 (11%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 55
Control Type: Actuated-Coordinated
Splits and Phases: 7: I-215 SB Ramps & Alessandro Bl.

3.2-10
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/22/2019
Existing (2019) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 710 324 0 2412 200 0 0 0 210 0 311 Future Volume (veh/h) 0 710 324 0 2412 200 0 0 0 210 0 311 Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1900 1900 0 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 0 732 305 0 2487 206 312 0 174
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 000000 000
Cap, veh/h 0 2641 1086 0 3600 292 503 0 223
Arrive On Green 0.00 0.74 0.74 0.00 1.00 1.00 0.14 0.00 0.14 Sat Flow, veh/h 0 3753 1473 0 5052 395 3619 0 1607
Grp Volume(v), veh/h 0 706 331 0 1746 947 312 0 174
Grp Sat Flow(s),veh/h/ln 0 1729 1597 0 1729 1818 1810 0 1607 Q Serve(g_s), s 0.0 5.7 5.8 0.0 0.0 0.0 6.9 0.0 8.9
Cycle Q Clear(g_c), s 0.0 5.7 5.8 0.0 0.0 0.0 6.9 0.0 8.9 Prop In Lane 0.00 0.92 0.00 0.22 1.00 1.00
Lane Grp Cap(c), veh/h 0 2550 1177 0 2550 1341 503 0 223 V/C Ratio(X) 0.00 0.28 0.28 0.00 0.68 0.71 0.62 0.00 0.78 Avail Cap(c_a), veh/h 0 2550 1177 0 2550 1341 724 0 321 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 0.58 0.58 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 3.7 3.7 0.0 0.0 0.0 34.5 0.0 35.3 Incr Delay (d2), s/veh 0.0 0.3 0.6 0.0 0.9 1.8 1.3 0.0 7.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 1.1 1.1 0.0 0.3 0.7 2.9 0.0 3.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 4.0 4.3 0.0 0.9 1.8 35.7 0.0 42.8 LnGrp LOS AAAAAA DAD
Approach Vol, veh/h 1037 2693 486
Approach Delay, s/veh 4.1 1.2 38.3
Approach LOS A A D
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 68.2 16.8 68.2
Change Period (Y+Rc), s 5.5 5.0 5.5
Max Green Setting (Gmax), s 57.5 17.0 57.5
Max Q Clear Time (g_c+I1), s 7.8 10.9 2.0
Green Ext Time (p_c), s 7.3 0.9 36.1
Intersection Summary
HCM 6th Ctrl Delay 6.2
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

3.2-11
Timings Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/22/2019
Existing (2019) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 63 891 1582 140 934 0 218
Future Volume (vph) 63 891 1582 140 934 0 218
Turn Type Prot NA NA Perm Split NA Perm
Protected Phases 5 2 6 8 8
Permitted Phases 6 8
Detector Phase 5266888
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 10.5 33.5 33.5 10.0 10.0 10.0
Total Split (s) 10.0 49.0 39.0 39.0 36.0 36.0 36.0
Total Split (%) 11.8% 57.6% 45.9% 45.9% 42.4% 42.4% 42.4% Yellow Time (s) 3.5 4.5 4.5 4.5 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 5.5 5.5 5.5 5.0 5.0 5.0
Lead/Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None C-Max C-Max C-Max Max Max Max
Intersection Summary
Cycle Length: 85
Actuated Cycle Length: 85
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 70
Control Type: Actuated-Coordinated
Splits and Phases: 8: I-215 NB Ramps & Alessandro Bl.

3.2-12
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/22/2019
Existing (2019) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 63 891 0 0 1582 140 934 0 218 0 0 0 Future Volume (veh/h) 63 891 0 0 1582 140 934 0 218 0 0 0 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 0 0 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 64 909 0 0 1614 123 1003 0 107
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 000000000
Cap, veh/h 96 2655 0 0 2044 620 1320 0 587
Arrive On Green 0.11 1.00 0.00 0.00 0.39 0.39 0.36 0.00 0.36 Sat Flow, veh/h 1810 5358 0 0 5358 1573 3619 0 1610
Grp Volume(v), veh/h 64 909 0 0 1614 123 1003 0 107
Grp Sat Flow(s),veh/h/ln 1810 1729 0 0 1729 1573 1810 0 1610 Q Serve(g_s), s 2.9 0.0 0.0 0.0 23.3 4.4 20.7 0.0 3.8
Cycle Q Clear(g_c), s 2.9 0.0 0.0 0.0 23.3 4.4 20.7 0.0 3.8 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 96 2655 0 0 2044 620 1320 0 587
V/C Ratio(X) 0.67 0.34 0.00 0.00 0.79 0.20 0.76 0.00 0.18 Avail Cap(c_a), veh/h 117 2655 0 0 2044 620 1320 0 587
HCM Platoon Ratio 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.94 0.94 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 37.3 0.0 0.0 0.0 22.6 16.9 23.7 0.0 18.4 Incr Delay (d2), s/veh 8.0 0.3 0.0 0.0 3.2 0.7 4.2 0.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 0.1 0.0 0.0 8.6 1.5 8.7 0.0 1.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.3 0.3 0.0 0.0 25.8 17.6 27.9 0.0 19.1 LnGrp LOS D A A A C B C A B
Approach Vol, veh/h 973 1737 1110
Approach Delay, s/veh 3.3 25.3 27.0
Approach LOS A C C
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 49.0 10.0 39.0 36.0
Change Period (Y+Rc), s 5.5 5.5 * 5.5 5.0
Max Green Setting (Gmax), s 43.5 5.5 * 34 31.0
Max Q Clear Time (g_c+I1), s 2.0 4.9 25.3 22.7
Green Ext Time (p_c), s 6.3 0.0 5.8 2.9
Intersection Summary
HCM 6th Ctrl Delay 20.2
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

3.2-13
Timings Sycamore Hills Distribution Center TIA (JN 12014) 2: Barton St. & Alessandro Bl. 05/22/2019
Existing (2019) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 6 2287 46 1814 1 55 0 28 8 0 12
Future Volume (vph) 6 2287 46 1814 1 55 0 28 8 0 12
Turn Type Prot NA Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 5216 8 4
Permitted Phases 6 8 8 4 4
Detector Phase 52166888444
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.2 28.5 11.0 28.5 28.5 40.6 40.6 40.6 26.6 26.6 26.6 Total Split (s) 9.2 68.4 11.0 70.2 70.2 40.6 40.6 40.6 40.6 40.6 40.6 Total Split (%) 7.7% 57.0% 9.2% 58.5% 58.5% 33.8% 33.8% 33.8% 33.8% 33.8% 33.8% Yellow Time (s) 3.2 5.5 3.2 5.5 5.5 3.6 3.6 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.2 6.5 4.2 6.5 6.5 4.6 4.6 4.6 4.6 Lead/Lag Lead Lead Lag Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None C-Max None C-Max C-Max Max Max Max Max Max Max Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 71 (59%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 105
Control Type: Actuated-Coordinated
Splits and Phases: 2: Barton St. & Alessandro Bl.

3.2-14
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 2: Barton St. & Alessandro Bl. 05/22/2019
Existing (2019) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 6 2287 41 46 1814 1 55 0 28 8 0 12 Future Volume (veh/h) 6 2287 41 46 1814 1 55 0 28 8 0 12 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 6 2407 41 48 1909 1 58 07800
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 000000000000
Cap, veh/h 14 2710 46 68 2930 910 502 0 482 455 0 483
Arrive On Green 0.01 0.52 0.52 0.01 0.19 0.19 0.30 0.00 0.30 0.30 0.00 0.00 Sat Flow, veh/h 1810 5253 89 1810 5187 1610 1474 0 1605 1317 0 1610 Grp Volume(v), veh/h 6 1582 866 48 1909 1 58 07800
Grp Sat Flow(s),veh/h/ln 1810 1729 1884 1810 1729 1610 1474 0 1605 1317 0 1610 Q Serve(g_s), s 0.4 49.0 49.4 3.2 40.9 0.1 0.0 0.0 0.4 0.5 0.0 0.0 Cycle Q Clear(g_c), s 0.4 49.0 49.4 3.2 40.9 0.1 2.8 0.0 0.4 3.3 0.0 0.0 Prop In Lane 1.00 0.05 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 14 1784 972 68 2930 910 502 0 482 455 0 483 V/C Ratio(X) 0.44 0.89 0.89 0.71 0.65 0.00 0.12 0.00 0.01 0.02 0.00 0.00 Avail Cap(c_a), veh/h 75 1784 972 103 2930 910 502 0 482 455 0 483 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.91 0.91 0.91 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 59.3 25.9 26.0 58.6 37.9 21.3 30.4 0.0 29.5 31.6 0.0 0.0 Incr Delay (d2), s/veh 8.0 7.0 12.1 4.5 1.0 0.0 0.5 0.0 0.1 0.1 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 0.2 19.4 22.7 1.5 19.0 0.0 1.3 0.0 0.2 0.2 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.3 32.9 38.1 63.1 38.9 21.3 30.8 0.0 29.6 31.6 0.0 0.0 LnGrp LOS E C D E D C C A C C A A
Approach Vol, veh/h 2454 1958 65 8
Approach Delay, s/veh 34.8 39.5 30.7 31.6
Approach LOS CDCC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 11.0 68.4 40.6 5.1 74.3 40.6
Change Period (Y+Rc), s 6.5 * 6.5 4.6 * 4.2 6.5 4.6
Max Green Setting (Gmax), s 6.8 * 62 36.0 * 5 63.7 36.0 Max Q Clear Time (g_c+I1), s 5.2 51.4 5.3 2.4 42.9 4.8
Green Ext Time (p_c), s 0.0 9.8 0.0 0.0 15.9 0.3
Intersection Summary
HCM 6th Ctrl Delay 36.8
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

3.2-15
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 05/22/2019
Existing (2019) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 3
Lane Group EBL EBT WBL WBT NBL NBT Ø6
Lane Configurations
Traffic Volume (vph) 3 2294 3 1926 5 0
Future Volume (vph) 3 2294 3 1926 5 0
Turn Type Prot NA Prot NA Perm NA
Protected Phases 7438 26
Permitted Phases 2
Detector Phase 743822
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.2 23.5 9.2 23.5 14.6 14.6 14.6
Total Split (s) 10.0 95.0 10.0 95.0 15.0 15.0 15.0
Total Split (%) 8.3% 79.2% 8.3% 79.2% 12.5% 12.5% 13%
Yellow Time (s) 3.2 5.5 3.2 5.5 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.2 6.5 4.2 6.5 4.6
Lead/Lag Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 79 (66%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 65
Control Type: Actuated-Coordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

3.2-16
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 05/22/2019
Existing (2019) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 2294 1 3 1926 0502000
Future Volume (veh/h) 3 2294 1 3 1926 0502000
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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 3 2493 1 3 2093 0500000
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, % 000000000000
Cap, veh/h 221 3950 2 221 3825 0 78 0 0 0 24 0
Arrive On Green 0.24 1.00 1.00 0.12 0.74 0.00 0.01 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5355 2 1810 5358 0 1440 0 0 0 1900 0 Grp Volume(v), veh/h 3 1610 884 3 2093 0500000
Grp Sat Flow(s),veh/h/ln 1810 1729 1900 1810 1729 0 1440 0 0 0 1900 0 Q Serve(g_s), s 0.2 0.0 0.0 0.2 21.3 0.0 0.4 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.2 0.0 0.0 0.2 21.3 0.0 0.4 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 221 2550 1401 221 3825 0 78 0 0 0 24 0 V/C Ratio(X) 0.01 0.63 0.63 0.01 0.55 0.00 0.06 0.00 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 221 2550 1401 221 3825 0 185 0 0 0 165 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.36 0.36 0.36 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 39.9 0.0 0.0 46.3 6.9 0.0 58.7 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.4 0.8 0.0 0.6 0.0 0.3 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.2 0.3 0.1 5.7 0.0 0.2 0.0 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.9 0.4 0.8 46.3 7.5 0.0 59.0 0.0 0.0 0.0 0.0 0.0 LnGrp LOS D A A D AAEAAAAA
Approach Vol, veh/h 2497 2096 5 0
Approach Delay, s/veh 0.6 7.6 59.0 0.0
Approach LOS A A E
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 6.1 18.9 95.0 6.1 18.9 95.0
Change Period (Y+Rc), s 4.6 4.2 * 6.5 4.6 4.2 * 6.5
Max Green Setting (Gmax), s 10.4 5.8 * 89 10.4 5.8 * 89 Max Q Clear Time (g_c+I1), s 2.4 2.2 2.0 0.0 2.2 23.3
Green Ext Time (p_c), s 0.0 0.0 58.7 0.0 0.0 39.2
Intersection Summary
HCM 6th Ctrl Delay 3.8
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

3.2-17
HCM 6th TWSC Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 05/22/2019
Existing (2019) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 5
Intersection
Int Delay, s/veh 0.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 2286 12 23 1922 2 9
Future Vol, veh/h 2286 12 23 1922 2 9
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 155 - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 2485 13 25 2089 2 10

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 2498 0 3378 1249
Stage 1 - - - - 2492 -
Stage 2 - - - - 886 -
Critical Hdwy - - 5.3 - 5.7 7.1
Critical Hdwy Stg 1 - - - - 6.6 -
Critical Hdwy Stg 2 - - - - 6 -
Follow-up Hdwy - - 3.1 - 3.8 3.9
Pot Cap-1 Maneuver - - 71 - 17 143
Stage 1 - - - - 28 -
Stage 2 - - - - 333 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 71 - 11 143
Mov Cap-2 Maneuver - - - - 11 -
Stage 1 - - - - 28 -
Stage 2 - - - - 216 -

Approach EB WB NB
HCM Control Delay, s 0 1 98.9

HCM LOS F

Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT
Capacity (veh/h) 11 143 - - 71 -
HCM Lane V/C Ratio 0.198 0.068 - - 0.352 -
HCM Control Delay (s) $ 400.1 32 - - 81.1 -
HCM Lane LOS F D - - F -
HCM 95th %tile Q(veh) 0.5 0.2 - - 1.3 -

3.2-18
Timings Sycamore Hills Distribution Center TIA (JN 12014) 5: Alessandro Bl. & San Gorgonio Dr. 05/22/2019
Existing (2019) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 6
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 14 2421 1983 20 27 16
Future Volume (vph) 14 2421 1983 20 27 16
Turn Type Prot NA NA Perm Prot Free
Protected Phases 7 4 8 6
Permitted Phases 8 Free
Detector Phase 74886
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.2 28.5 30.5 30.5 26.6
Total Split (s) 11.0 92.0 81.0 81.0 28.0
Total Split (%) 9.2% 76.7% 67.5% 67.5% 23.3%
Yellow Time (s) 3.2 5.5 5.5 5.5 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.2 6.5 6.5 6.5 4.6
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None None C-Max
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 48 (40%), Referenced to phase 2: and 6:SBL, Start of Yellow Natural Cycle: 75
Control Type: Actuated-Coordinated
Splits and Phases: 5: Alessandro Bl. & San Gorgonio Dr.

3.2-19
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 5: Alessandro Bl. & San Gorgonio Dr. 05/22/2019
Existing (2019) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 14 2421 1983 20 27 16
Future Volume (veh/h) 14 2421 1983 20 27 16
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 0.98 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 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 15 2660 2179 21 30 0
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Percent Heavy Veh, % 000000
Cap, veh/h 30 3474 3208 974 834
Arrive On Green 0.02 0.67 1.00 1.00 0.24 0.00
Sat Flow, veh/h 1810 5358 5358 1575 3510 1610
Grp Volume(v), veh/h 15 2660 2179 21 30 0
Grp Sat Flow(s),veh/h/ln 1810 1729 1729 1575 1755 1610
Q Serve(g_s), s 1.0 41.7 0.0 0.0 0.8 0.0
Cycle Q Clear(g_c), s 1.0 41.7 0.0 0.0 0.8 0.0
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 30 3474 3208 974 834
V/C Ratio(X) 0.51 0.77 0.68 0.02 0.04
Avail Cap(c_a), veh/h 103 3696 3220 978 834
HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.19 0.19 1.00 0.00
Uniform Delay (d), s/veh 58.5 13.4 0.0 0.0 35.2 0.0
Incr Delay (d2), s/veh 4.9 1.0 0.1 0.0 0.1 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 0.5 13.1 0.0 0.0 0.4 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.4 14.5 0.1 0.0 35.2 0.0
LnGrp LOS EBAAD
Approach Vol, veh/h 2675 2200 30 A
Approach Delay, s/veh 14.7 0.1 35.2
Approach LOS B A D
Timer - Assigned Phs 4 6 7 8
Phs Duration (G+Y+Rc), s 86.9 33.1 6.2 80.7
Change Period (Y+Rc), s 6.5 4.6 * 4.2 6.5
Max Green Setting (Gmax), s 85.5 23.4 * 6.8 74.5
Max Q Clear Time (g_c+I1), s 43.7 2.8 3.0 2.0
Green Ext Time (p_c), s 36.7 0.0 0.0 44.8
Intersection Summary
HCM 6th Ctrl Delay 8.3
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

3.2-20
Timings Sycamore Hills Distribution Center TIA (JN 12014) 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl. 05/22/2019 Existing (2019) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 8
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 148 1612 516 156 1334 146 349 279 158 189 654 310 Future Volume (vph) 148 1612 516 156 1334 146 349 279 158 189 654 310 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Perm Protected Phases 5 2 1 6 38174
Permitted Phases 2684
Detector Phase 522166381744
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 Minimum Split (s) 8.7 43.5 43.5 8.7 43.5 43.5 8.7 15.8 8.7 8.7 49.8 49.8 Total Split (s) 12.2 48.2 48.2 9.0 45.0 45.0 11.8 45.5 9.0 17.3 51.0 51.0 Total Split (%) 10.2% 40.2% 40.2% 7.5% 37.5% 37.5% 9.8% 37.9% 7.5% 14.4% 42.5% 42.5% Yellow Time (s) 3.2 5.5 5.5 3.2 5.5 5.5 3.2 4.8 3.2 3.2 4.8 4.8 All-Red Time (s) 0.5 1.0 1.0 0.5 1.0 1.0 0.5 1.0 0.5 0.5 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.7 6.5 6.5 3.7 6.5 6.5 3.7 5.8 3.7 3.7 5.8 5.8 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None Max None None Max Max Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 11 (9%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 115
Control Type: Actuated-Coordinated
Splits and Phases: 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl.

3.2-21
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl. 05/22/2019 Existing (2019) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 148 1612 516 156 1334 146 349 279 158 189 654 310 Future Volume (veh/h) 148 1612 516 156 1334 146 349 279 158 189 654 310 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 164 1791 573 173 1482 162 388 310 176 210 727 344 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 000000000000
Cap, veh/h 1589 6112 1897 155 1664 517 237 1390 1216 269 1360 606 Arrive On Green 1.00 1.00 1.00 0.04 0.32 0.32 0.07 0.39 0.39 0.08 0.38 0.38 Sat Flow, veh/h 1810 5187 1610 3510 5187 1610 3510 3610 2834 3510 3610 1610 Grp Volume(v), veh/h 164 1791 573 173 1482 162 388 310 176 210 727 344 Grp Sat Flow(s),veh/h/ln 1810 1729 1610 1755 1729 1610 1755 1805 1417 1755 1805 1610 Q Serve(g_s), s 0.0 0.0 0.0 5.3 32.6 18.3 8.1 6.9 4.5 7.1 18.9 20.3 Cycle Q Clear(g_c), s 0.0 0.0 0.0 5.3 32.6 18.3 8.1 6.9 4.5 7.1 18.9 20.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1589 6112 1897 155 1664 517 237 1390 1216 269 1360 606 V/C Ratio(X) 0.10 0.29 0.30 1.12 0.89 0.31 1.64 0.22 0.14 0.78 0.53 0.57 Avail Cap(c_a), veh/h 1589 6112 1897 155 1664 517 237 1390 1216 398 1360 606 HCM Platoon Ratio 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.63 0.63 0.63 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 57.3 38.7 124.4 56.0 24.8 20.8 54.4 29.2 29.6 Incr Delay (d2), s/veh 0.0 0.1 0.3 106.7 7.6 1.6 305.2 0.4 0.3 3.0 1.5 3.8 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 0.0 0.0 0.1 4.6 14.4 7.8 13.5 2.9 1.5 3.2 8.1 8.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.1 0.3 164.1 46.4 126.0 361.1 25.2 21.1 57.5 30.7 33.5 LnGrp LOS A A A F D F F C C E C C
Approach Vol, veh/h 2528 1817 874 1281
Approach Delay, s/veh 0.1 64.7 173.5 35.8
Approach LOS A E F D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.0 150.0 13.9 51.0 114.0 45.0 12.9 52.0 Change Period (Y+Rc), s 3.7 6.5 5.8 * 5.8 6.5 * 6.5 3.7 5.8 Max Green Setting (Gmax), s 5.3 41.7 8.1 * 45 8.5 * 39 13.6 39.7 Max Q Clear Time (g_c+I1), s 7.3 2.0 10.1 22.3 2.0 34.6 9.1 8.9 Green Ext Time (p_c), s 0.0 29.8 0.0 6.0 0.1 3.3 0.1 2.6 Intersection Summary
HCM 6th Ctrl Delay 48.5
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

3.2-22
Timings Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/22/2019
Existing (2019) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 1
Lane Group EBT WBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 1536 1332 216 0 357
Future Volume (vph) 1536 1332 216 0 357
Turn Type NA NA Split NA Perm
Protected Phases 2644
Permitted Phases 4
Detector Phase 26444
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.5 34.5 10.0 10.0 10.0
Total Split (s) 58.0 58.0 27.0 27.0 27.0
Total Split (%) 68.2% 68.2% 31.8% 31.8% 31.8%
Yellow Time (s) 4.5 4.5 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.5 5.5 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode C-Max C-Max None None None
Intersection Summary
Cycle Length: 85
Actuated Cycle Length: 85
Offset: 33 (39%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 50
Control Type: Actuated-Coordinated
Splits and Phases: 7: I-215 SB Ramps & Alessandro Bl.

3.2-23
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/22/2019
Existing (2019) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1536 424 0 1332 131 0 0 0 216 0 357 Future Volume (veh/h) 0 1536 424 0 1332 131 0 0 0 216 0 357 Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1900 1900 0 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 0 1634 414 0 1417 137 323 0 176
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000 000
Cap, veh/h 0 3015 752 0 3513 340 522 0 232
Arrive On Green 0.00 0.73 0.73 0.00 0.73 0.73 0.14 0.00 0.14 Sat Flow, veh/h 0 4289 1028 0 4970 464 3619 0 1607
Grp Volume(v), veh/h 0 1368 680 0 1021 533 323 0 176
Grp Sat Flow(s),veh/h/ln 0 1729 1688 0 1729 1805 1810 0 1607 Q Serve(g_s), s 0.0 14.9 15.4 0.0 9.5 9.5 7.1 0.0 8.9
Cycle Q Clear(g_c), s 0.0 14.9 15.4 0.0 9.5 9.5 7.1 0.0 8.9 Prop In Lane 0.00 0.61 0.00 0.26 1.00 1.00
Lane Grp Cap(c), veh/h 0 2532 1236 0 2532 1321 522 0 232 V/C Ratio(X) 0.00 0.54 0.55 0.00 0.40 0.40 0.62 0.00 0.76 Avail Cap(c_a), veh/h 0 2532 1236 0 2532 1321 937 0 416 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 0.80 0.80 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 5.0 5.1 0.0 4.3 4.3 34.2 0.0 34.9 Incr Delay (d2), s/veh 0.0 0.8 1.8 0.0 0.4 0.7 1.2 0.0 5.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 2.9 3.2 0.0 1.8 2.0 3.0 0.0 3.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 5.9 6.9 0.0 4.7 5.1 35.4 0.0 40.0 LnGrp LOS AAAAAA DAD
Approach Vol, veh/h 2048 1554 499
Approach Delay, s/veh 6.2 4.8 37.0
Approach LOS A A D
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 67.7 17.3 67.7
Change Period (Y+Rc), s 5.5 5.0 5.5
Max Green Setting (Gmax), s 52.5 22.0 52.5
Max Q Clear Time (g_c+I1), s 17.4 10.9 11.5
Green Ext Time (p_c), s 18.6 1.3 12.6
Intersection Summary
HCM 6th Ctrl Delay 9.4
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

3.2-24
Timings Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/22/2019
Existing (2019) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 195 1501 945 206 598 8 303
Future Volume (vph) 195 1501 945 206 598 8 303
Turn Type Prot NA NA Perm Split NA Perm
Protected Phases 5 2 6 8 8
Permitted Phases 6 8
Detector Phase 5266888
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 10.5 33.5 33.5 10.0 10.0 10.0
Total Split (s) 23.0 52.0 33.5 33.5 33.0 33.0 33.0
Total Split (%) 25.7% 58.1% 37.4% 37.4% 36.9% 36.9% 36.9% Yellow Time (s) 3.5 4.5 4.5 4.5 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 5.5 5.5 5.5 5.0 5.0 5.0
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None C-Max C-Max C-Max Max Max Max
Intersection Summary
Cycle Length: 89.5
Actuated Cycle Length: 89.5
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 70
Control Type: Actuated-Coordinated
Splits and Phases: 8: I-215 NB Ramps & Alessandro Bl.

3.2-25
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/22/2019
Existing (2019) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 195 1501 0 0 945 206 598 8 303 0 0 0 Future Volume (veh/h) 195 1501 0 0 945 206 598 8 303 0 0 0 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 0 0 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 207 1597 0 0 1005 103 688 0 106
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000000
Cap, veh/h 245 2968 0 0 2007 610 1126 0 501
Arrive On Green 0.14 0.57 0.00 0.00 0.39 0.39 0.31 0.00 0.31 Sat Flow, veh/h 1810 5358 0 0 5358 1576 3619 0 1610
Grp Volume(v), veh/h 207 1597 0 0 1005 103 688 0 106
Grp Sat Flow(s),veh/h/ln 1810 1729 0 0 1729 1576 1810 0 1610 Q Serve(g_s), s 10.1 17.1 0.0 0.0 13.3 3.9 14.6 0.0 4.4 Cycle Q Clear(g_c), s 10.1 17.1 0.0 0.0 13.3 3.9 14.6 0.0 4.4 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 245 2968 0 0 2007 610 1126 0 501 V/C Ratio(X) 0.84 0.54 0.00 0.00 0.50 0.17 0.61 0.00 0.21 Avail Cap(c_a), veh/h 372 2968 0 0 2007 610 1126 0 501
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.77 0.77 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 38.0 11.9 0.0 0.0 21.0 18.1 26.4 0.0 22.9 Incr Delay (d2), s/veh 7.1 0.5 0.0 0.0 0.9 0.6 2.5 0.0 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.6 5.3 0.0 0.0 4.9 1.3 6.2 0.0 1.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.1 12.4 0.0 0.0 21.9 18.7 28.8 0.0 23.8 LnGrp LOS D B A A C B C A C
Approach Vol, veh/h 1804 1108 794
Approach Delay, s/veh 16.2 21.6 28.2
Approach LOS B C C
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 57.0 16.7 40.3 33.0
Change Period (Y+Rc), s 5.5 4.5 5.5 5.0
Max Green Setting (Gmax), s 46.5 18.5 28.0 28.0
Max Q Clear Time (g_c+I1), s 19.1 12.1 15.3 16.6
Green Ext Time (p_c), s 12.2 0.2 5.2 2.3
Intersection Summary
HCM 6th Ctrl Delay 20.4
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

3.2-26
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
APPENDIX 3.3:

EXISTING (2019) CONDITIONS TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
This Page Intentionally Left Blank

California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-4. Warrant 3, Peak Hour (70% Factor)
Traffic Conditions = Existing (2019) Conditions - Weekday PM Peak Hour Major Street Name = Alessandro Bl. Total of Both Approaches (VPH) = 4227 Number of Approach Lanes Major Street = 4
Minor Street Name = Private Driveway High Volume Approach (VPH) = 7 Number of Approach Lanes Minor Street = 1
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET)

SIGNAL WARRANT NOT SATISFIED
*Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 v
ph applies as the lower threshold for a minor-street ap proach with one lane 13007
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street - Higher-Volume Approach (VPH)
Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches

3.3-1
California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-4. Warrant 3, Peak Hour (70% Factor)
Traffic Conditions = Existing (2019) Conditions - Weekday AM Peak Hour Major Street Name = Alessandro Bl. Total of Both Approaches (VPH) = 4243 Number of Approach Lanes Major Street = 4
Minor Street Name = Vista Grande High Volume Approach (VPH) = 11 Number of Approach Lanes Minor Street = 1
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET)

SIGNAL WARRANT NOT SATISFIED
*Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold for a minor-street ap proach with one lane 130011
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street - Higher-Volume Approach (VPH)
Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches

3.3-2
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
APPENDIX 3.4:

EXISTING (2019) CONDITIONS OFF-RAMP QUEUING ANALYSIS WORKSHEETS

Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
This Page Intentionally Left Blank

Queues Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/22/2019
Existing (2019) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 2
Lane Group EBT WBT SBL SBT SBR
Lane Group Flow (vph) 1066 2693 188 176 173
v/c Ratio 0.30 0.74 0.67 0.65 0.63
Control Delay 3.5 3.6 44.9 38.3 36.9
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 3.5 3.6 44.9 38.3 36.9
Queue Length 50th (ft) 43 114 100 79 73
Queue Length 95th (ft) 66 105 166 147 137
Internal Link Dist (ft) 673 688 1585
Turn Bay Length (ft) 525 525
Base Capacity (vph) 3584 3658 343 322 328
Starvation Cap Reductn 00000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.30 0.74 0.55 0.55 0.53
Intersection Summary

3.4-1
Queues Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/22/2019
Existing (2019) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 5
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Group Flow (vph) 64 909 1614 143 486 489 200
v/c Ratio 0.56 0.34 0.75 0.19 0.78 0.74 0.32
Control Delay 54.1 14.1 24.2 3.8 34.3 26.3 11.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 54.1 14.1 24.2 3.8 34.3 26.3 11.0
Queue Length 50th (ft) 32 121 271 0 237 195 35
Queue Length 95th (ft) #67 150 330 34 #400 327 88
Internal Link Dist (ft) 688 486 1005
Turn Bay Length (ft) 200 400 400
Base Capacity (vph) 116 2654 2166 742 625 662 625
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.55 0.34 0.75 0.19 0.78 0.74 0.32
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

3.4-2
Queues Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/22/2019
Existing (2019) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 2
Lane Group EBT WBT SBL SBT SBR
Lane Group Flow (vph) 2085 1556 207 202 201
v/c Ratio 0.60 0.44 0.64 0.63 0.61
Control Delay 8.0 6.8 40.1 31.9 31.0
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 8.0 6.8 40.1 31.9 31.0
Queue Length 50th (ft) 171 115 108 81 77
Queue Length 95th (ft) 267 179 167 146 138
Internal Link Dist (ft) 673 688 1585
Turn Bay Length (ft) 525 525
Base Capacity (vph) 3481 3522 443 418 428
Starvation Cap Reductn 00000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.60 0.44 0.47 0.48 0.47
Intersection Summary

3.4-3
Queues Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/22/2019
Existing (2019) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 5
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Group Flow (vph) 207 1597 1005 219 337 340 290
v/c Ratio 0.71 0.54 0.54 0.31 0.63 0.66 0.54
Control Delay 48.3 12.8 24.9 4.6 32.5 33.4 21.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 48.3 12.8 24.9 4.6 32.5 33.4 21.9
Queue Length 50th (ft) 111 190 165 0 170 178 97
Queue Length 95th (ft) 176 230 220 49 267 283 183
Internal Link Dist (ft) 688 486 1005
Turn Bay Length (ft) 200 400 400
Base Capacity (vph) 373 2955 1850 705 536 515 538
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.55 0.54 0.54 0.31 0.63 0.66 0.54
Intersection Summary

3.4-4
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
APPENDIX 4.1:

POST PROCESSING WORKSHEETS

Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
This Page Intentionally Left Blank

Project: Sycamore Hills Distribution Center Job #: 1201 4 Scenario: Horizon Year (2040) Without Project Analyst: RV Date: 5/22/201 9
LOCATION: Barton St. & Alessandro Bl.

FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 56 58 2 4% 42 40 ‐2 ‐5%
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 39 42 3 8% 32 30 ‐2 ‐6%
NB Total 95 100 5 5% 74 70 ‐4 ‐5%
SOUTH Left 1 0 ‐1 ‐100% 3 3 0 0%
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 2 0 ‐2 ‐100% 7 7 0 0%
SB Total 3 0 ‐3 ‐100% 10 10 0 0%
EAST Left 2 0 ‐2 ‐100% 8 7 ‐1 ‐13%
BOUND Through 1,109 1,628 519 47% 2,194 3,387 1,193 54% Right 11 12 1 9% 29 30 1 3%
EB Total 1,122 1,640 518 46% 2,231 3,424 1,193 53%
WEST Left 25 28 3 12% 42 40 ‐2 ‐5%
BOUND Through 2,353 3,362 1,009 43% 1,818 2,583 765 42% Right 2 0 ‐2 ‐100% 3 3 0 0%
WB Total 2,380 3,390 1,010 42% 1,863 2,626 763 41%
TOTAL ENTERING VOLUME 3,600 5,130 1530 43% 4,178 6,130 1952 47%

AM PM AM PM ADT
North Leg Inbound 0 10
North Leg Outbound 0 10
North Leg TOTAL 0 20 #DIV/0! #DIV/0! ‐
South Leg Inbound 100 70
South Leg Outbound 40 70
South Leg TOTAL 140 140 #DIV/0! #DIV/0! ‐
East Leg Inbound 3,390 2,626
East Leg Outbound 1,670 3,420
East Leg TOTAL 5,06
0 6,046 7% 9% 70,194
West Leg Inbound 1,640 3,424
West Leg Outbound 3,420 2,630
West Leg TOTAL 5,06
0 6,054 7% 9% 70,194
OVERALL TOTAL 10,260      12,260           7% 9% 140,388 U:\UcJobs\_11600‐12000\_12000\12014\Post Processing\[04 Barton_Alessandro.xls]Output (3) INDIVIDUAL TURN VOLUME GROWTH REVIEW
FORECAST PEAK HOUR TO ADT COMPARISON
VOLUMES PERCENT OF ADT
AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.1-1
Project: Sycamore Hills Distribution Center Job #: 1201 4 Scenario: Horizon Year (2040) Without Project Analyst: RV Date: 5/22/201 9
LOCATION: San Gorgonio Dr. & Alessandro Bl.

FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
NB Total 0 0 0 #DIV/0! 0 0 0 #DIV/0!
SOUTH Left 12 14 2 17% 20 23 3 15%
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 14 16 2 14% 15 17 2 13%
SB Total 26 30 4 15% 35 40 5 14%
EAST Left 11 12 1 9% 14 16 2 14%
BOUND Through 1,158 1,686 528 46% 2,320 3,507 1,187 51% Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
EB Total 1,169 1,698 529 45% 2,334 3,523 1,189 51%
WEST Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 2,491 3,504 1,013 41% 1,893 2,653 760 40% Right 26 28 2 8% 13 14 1 8%
WB Total 2,517 3,532 1,015 40% 1,906 2,667 761 40%
TOTAL ENTERING VOLUME 3,712 5,260 1548 42% 4,275 6,230 1955 46%

AM PM AM PM ADT
North Leg Inbound 30 40
North Leg Outbound 40 30
North Leg TOTAL 70 70 #DIV/0! #DIV/0! ‐
South Leg Inbound 0 0
South Leg Outbound 0 0
South Leg TOTAL 0 0 #DIV/0! #DIV/0! ‐
East Leg Inbound 3,532 2,667
East Leg Outbound 1,700 3,530
East Leg TOTAL 5,232 6,197 7% 9% 70,19
4 West Leg Inbound 1,698 3,523
West Leg Outbound 3,520 2,670
West Leg TOTAL 5,21
8 6,193 7% 9% 70,194
OVERALL TOTAL 10,520      12,460           7% 9% 140,388 U:\UcJobs\_11600‐12000\_12000\12014\Post Processing\[05 San Gorgonio_Alessandro.xls]Output (3) INDIVIDUAL TURN VOLUME GROWTH REVIEW
FORECAST PEAK HOUR TO ADT COMPARISON
VOLUMES PERCENT OF ADT
AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.1-2
Project: Sycamore Hills Distribution Center Job #: 1201 4 Scenario: Horizon Year (2040) Without Project Analyst: RV Date: 5/22/201 9
LOCATION: Sycamore Canyon Bl./Meridian Pkwy. & Alessandro Bl.

FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 492 610 118 24% 337 417 80 24%
BOUND Through 626 607 ‐19 ‐3% 263 332 69 26%
Right 59 47 ‐12 ‐20% 152 124 ‐28 ‐18%
NB Total 1,177 1,264 87 7% 752 873 121 16%
SOUTH Left 98 147 49 50% 173 185 12 7%
BOUND Through 70 84 14 20% 605 591 ‐14 ‐2%
Right 102 238 136 133% 293 474 181 62%
SB Total 270 469 199 74% 1,071 1,250 179 17%
EAST Left 130 232 102 78% 132 306 174 132%
BOUND Through 849 1,243 394 46% 1,542 2,315 773 50%
Right 201 236 35 17% 498 683 185 37%
EB Total 1,180 1,711 531 45% 2,172 3,304 1,132 52%
WEST Left 103 75 ‐28 ‐27% 153 129 ‐24 ‐16%
BOUND Through 1,937 2,735 798 41% 1,363 1,907 544 40%
Right 485 536 51 11% 138 197 59 43%
WB Total 2,525 3,346 821 33% 1,654 2,233 579 35%
TOTAL ENTERING VOLUME 5,152 6,790 1638 32% 5,649 7,660 2011 36%

AM PM AM PM ADT
North Leg Inbound 469 1,250
North Leg Outbound 1,375 835
North Leg TOTAL 1,84
4 2,085 17% 19% 10,915
South Leg Inbound 1,264 873
South Leg Outbound 395 1,403
South Leg TOTAL 1,659 2,27
6 44% 61% 3,753
East Leg Inbound 3,346 2,233
East Leg Outbound 1,437 2,624
East Leg TOTAL 4,783 4,857 7% 7% 66,811
West Leg Inbound 1,711 3,304
West Leg Outbound 3,583 2,798
West Leg TOTAL 5,29
4 6,102 8% 9% 69,414
OVERALL TOTAL 13,580      15,320           9% 10% 150,893 U:\UcJobs\_11600‐12000\_12000\12014\Post Processing\[06 Sycamore Canyon_Meridian_Alessandro.xls]Output (3) INDIVIDUAL TURN VOLUME GROWTH REVIEW
FORECAST PEAK HOUR TO ADT COMPARISON
VOLUMES PERCENT OF ADT
AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.1-3
Project: Sycamore Hills Distribution Center Job #: 12014 Scenario: Horizon Year (2040) Without Project Analyst: RV Date: 5/22/19
LOCATION: I-215 Southbound Ramps (NS) & Alessandro Bl. (EW) FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
NB Total 0 0 0 #DIV/0! 0 0 0 #DIV/0!
SOUTH Left 1 40 39 3900% 1 81 80 8000%
BOUND Through 0 51 51 #DIV/0! 0 109 109 #DIV/0!
Right 1 119 118 11800% 1 133 132 13200%
SB Total 2 210 208 10400% 2 323 321 16050%
EAST Left 0 6 6 #DIV/0! 0 13 13 #DIV/0!
BOUND Through 2 1,540 1,538 76900% 2 2,859 2,857 142850% Right 1 215 214 21400% 1 431 430 43000%
EB Total 3 1,761 1,758 58600% 3 3,303 3,300 110000%
WEST Left 0 144 144 #DIV/0! 0 209 209 #DIV/0!
BOUND Through 2 3,041 3,039 151950% 2 2,287 2,285 114250% Right 1 4 3 300% 1 7 6 600%
WB Total 3 3,189 3,186 106200% 3 2,503 2,500 83333%
TOTAL ENTERING VOLUME 8 5,160 5152 64400% 8 6,129 6121 76513%

AMP M AMP M ADT
North Leg Inbound 210 323
North Leg Outbound 10 20
North Le
g TOTAL 220 343 8% 12% 2,836
South Leg Inbound 0 0
South Leg Outbound 410 749
South Le
g TOTAL 410 749 5% 8% 8,880
East Leg Inbound 3,189 2,503
East Leg Outbound 1,580 2,940
East Leg TOTA
L 4,769 5,443 8% 9% 60,278
West Leg Inbound 1,761 3,303
West Leg Outbound 3,160 2,420
West Leg TOTA
L 4,921 5,723 7% 9% 66,811
OVERALL TOTAL 10,320 12,258 7% 9% 138,805
U:\UcJobs\_11600-12000\_12000\12014\Post Processing\[12 I-215 SB_Alessandro.xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.1-4
Project: Sycamore Hills Distribution Center Job #: 12014 Scenario: Horizon Year (2040) Without Project Analyst: RV Date: 5/22/19
LOCATION: I-215 Northbound Ramps (NS) & Alessandro Bl. (EW) FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 1 436 435 43500% 1 226 225 22500%
BOUND Through 0 35 35 #DIV/0! 0 68 68 #DIV/0!
Right 1 113 112 11200% 1 177 176 17600%
NB Total 2 584 582 29100% 2 471 469 23450%
SOUTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
SB Total 0 0 0 #DIV/0! 0 0 0 #DIV/0!
EAST Left 1 51 50 5000% 1 118 117 11700%
BOUND Through 2 1,467 1,465 73250% 2 2,768 2,766 138300% Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
EB Total 3 1,518 1,515 50500% 3 2,886 2,883 96100%
WEST Left 1 0 -1 -100% 1 0 -1 -100%
BOUND Through 2 2,714 2,712 135600% 2 2,198 2,196 109800% Right 0 24 24 #DIV/0! 0 74 74 #DIV/0!
WB Total 3 2,738 2,735 91167% 3 2,272 2,269 75633%
TOTAL ENTERING VOLUME 8 4,840 4832 60400% 8 5,629 5621 70263%

AMP M AMP M ADT
North Leg Inbound 0 0
North Leg Outbound 110 260
North Le
g TOTAL 110 260 5% 11% 2,417
South Leg Inbound 584 471
South Leg Outbound 0 0
South Le
g TOTAL 584 471 8% 6% 7,608
East Leg Inbound 2,738 2,272
East Leg Outbound 1,580 2,945
East Leg TOTA
L 4,318 5,217 8% 9% 55,015
West Leg Inbound 1,518 2,886
West Leg Outbound 3,150 2,424
West Leg TOTA
L 4,668 5,310 8% 9% 60,278
OVERALL TOTAL 9,680 11,258 8% 9% 125,318
U:\UcJobs\_11600-12000\_12000\12014\Post Processing\[14 I-215 NB_Alessandro.xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.1-5
This Page Intentionally Left Blank

4.1-6
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
APPENDIX 5.1:

E+P CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS

Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
This Page Intentionally Left Blank

HCM 6th TWSC Sycamore Hills Distribution Center TIA (JN 12014) 1: Barton St. & Driveway 1 05/22/2019
E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 1
Intersection
Int Delay, s/veh 2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 6 0 0 19 0 0
Future Vol, veh/h 6 0 0 19 0 0
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
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, % 0 00000
Mvmt Flow 7 0 0 21 0 0
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 12 11 0 0 21 0
Stage 1 11 -----
Stage 2 1 -----
Critical Hdwy 6.4 6.2 - - 4.1 -
Critical Hdwy Stg 1 5.4 -----
Critical Hdwy Stg 2 5.4 -----
Follow-up Hdwy 3.5 3.3 - - 2.2 -
Pot Cap-1 Maneuver 1013 1076 - - 1608 -
Stage 1 1017 -----
Stage 2 1028 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1013 1076 - - 1608 -
Mov Cap-2 Maneuver 1013 -----
Stage 1 1017 -----
Stage 2 1028 -----
Approach WB NB SB
HCM Control Delay, s 8.6 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 1013 1608 -
HCM Lane V/C Ratio - - 0.006 - -
HCM Control Delay (s) - - 8.6 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0 0 -

5.1-1
Timings Sycamore Hills Distribution Center TIA (JN 12014) 2: Barton St. & Alessandro Bl. 05/22/2019
E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 2
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 11 1207 42 2477 18 62 5 36 6 3 3
Future Volume (vph) 11 1207 42 2477 18 62 5 36 6 3 3
Turn Type Prot NA Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 5216 8 4
Permitted Phases 6 8 8 4 4
Detector Phase 52166888444
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.2 28.5 11.0 28.5 28.5 40.6 40.6 40.6 26.6 26.6 26.6 Total Split (s) 9.2 68.4 11.0 70.2 70.2 40.6 40.6 40.6 40.6 40.6 40.6 Total Split (%) 7.7% 57.0% 9.2% 58.5% 58.5% 33.8% 33.8% 33.8% 33.8% 33.8% 33.8% Yellow Time (s) 3.2 5.5 3.2 5.5 5.5 3.6 3.6 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.2 6.5 4.2 6.5 6.5 4.6 4.6 4.6 4.6 Lead/Lag Lead Lead Lag Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None C-Max None C-Max C-Max Max Max Max Max Max Max Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 88 (73%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 115
Control Type: Actuated-Coordinated
Splits and Phases: 2: Barton St. & Alessandro Bl.

5.1-2
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 2: Barton St. & Alessandro Bl. 05/22/2019
E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 11 1207 23 42 2477 18 62 5 36 6 3 3 Future Volume (veh/h) 11 1207 23 42 2477 18 62 5 36 6 3 3 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 12 1298 25 45 2663 19 67 58630
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 000000000000
Cap, veh/h 25 2702 52 68 2898 900 473 33 477 331 156 483 Arrive On Green 0.01 0.52 0.52 0.01 0.18 0.18 0.30 0.30 0.30 0.30 0.30 0.00 Sat Flow, veh/h 1810 5239 101 1810 5187 1610 1384 111 1590 936 521 1610 Grp Volume(v), veh/h 12 857 466 45 2663 19 72 08900
Grp Sat Flow(s),veh/h/ln 1810 1729 1882 1810 1729 1610 1495 0 1590 1457 0 1610 Q Serve(g_s), s 0.8 19.1 19.1 3.0 60.5 1.2 0.0 0.0 0.4 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.8 19.1 19.1 3.0 60.5 1.2 3.5 0.0 0.4 3.5 0.0 0.0 Prop In Lane 1.00 0.05 1.00 1.00 0.93 1.00 0.67 1.00
Lane Grp Cap(c), veh/h 25 1784 971 68 2898 900 507 0 477 487 0 483 V/C Ratio(X) 0.48 0.48 0.48 0.66 0.92 0.02 0.14 0.00 0.02 0.02 0.00 0.00 Avail Cap(c_a), veh/h 75 1784 971 103 2898 900 507 0 477 487 0 483 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.81 0.81 0.81 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 58.8 18.7 18.7 58.5 46.3 22.1 30.6 0.0 29.5 29.6 0.0 0.0 Incr Delay (d2), s/veh 5.3 0.9 1.7 3.3 5.0 0.0 0.6 0.0 0.1 0.1 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 0.4 7.1 8.0 1.4 29.0 0.4 1.6 0.0 0.2 0.2 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 64.1 19.6 20.4 61.8 51.3 22.1 31.2 0.0 29.6 29.6 0.0 0.0 LnGrp LOS E B C E D C C A C C A A
Approach Vol, veh/h 1335 2727 80 9
Approach Delay, s/veh 20.3 51.2 31.0 29.6
Approach LOS CDCC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 11.0 68.4 40.6 5.8 73.6 40.6
Change Period (Y+Rc), s 6.5 * 6.5 4.6 * 4.2 6.5 4.6
Max Green Setting (Gmax), s 6.8 * 62 36.0 * 5 63.7 36.0 Max Q Clear Time (g_c+I1), s 5.0 21.1 5.5 2.8 62.5 5.5
Green Ext Time (p_c), s 0.0 14.9 0.0 0.0 1.2 0.4
Intersection Summary
HCM 6th Ctrl Delay 40.9
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

5.1-3
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 05/22/2019
E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBL WBT NBL NBT Ø6
Lane Configurations
Traffic Volume (vph) 5 1226 2 2506 3 0
Future Volume (vph) 5 1226 2 2506 3 0
Turn Type Prot NA Prot NA Perm NA
Protected Phases 7438 26
Permitted Phases 2
Detector Phase 743822
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.2 23.5 9.2 23.5 14.6 14.6 14.6
Total Split (s) 10.0 95.0 10.0 95.0 15.0 15.0 15.0
Total Split (%) 8.3% 79.2% 8.3% 79.2% 12.5% 12.5% 13%
Yellow Time (s) 3.2 5.5 3.2 5.5 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.2 6.5 4.2 6.5 4.6
Lead/Lag Lead Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 81 (68%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 70
Control Type: Actuated-Coordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

5.1-4
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 05/22/2019
E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 5 1226 5 2 2506 0303000
Future Volume (veh/h) 5 1226 5 2 2506 0303000
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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 5 1333 5 2 2724 0300000
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, % 000000000000
Cap, veh/h 12 3934 15 195 4451 0 71 0 0 0 15 0
Arrive On Green 0.01 1.00 1.00 0.11 0.86 0.00 0.01 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5334 20 1810 5358 0 1440 0 0 0 1900 0 Grp Volume(v), veh/h 5 864 474 2 2724 0300000
Grp Sat Flow(s),veh/h/ln 1810 1729 1896 1810 1729 0 1440 0 0 0 1900 0 Q Serve(g_s), s 0.3 0.0 0.0 0.1 18.8 0.0 0.2 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.3 0.0 0.0 0.1 18.8 0.0 0.2 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.01 1.00 0.00 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 12 2550 1399 195 4451 0 71 0 0 0 15 0 V/C Ratio(X) 0.43 0.34 0.34 0.01 0.61 0.00 0.04 0.00 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 87 2550 1399 195 4451 0 185 0 0 0 165 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.88 0.88 0.88 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 59.0 0.0 0.0 47.8 2.5 0.0 59.2 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 8.1 0.3 0.6 0.0 0.6 0.0 0.2 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.1 0.2 0.1 1.7 0.0 0.1 0.0 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.1 0.3 0.6 47.8 3.2 0.0 59.4 0.0 0.0 0.0 0.0 0.0 LnGrp LOS E A A D AAEAAAAA
Approach Vol, veh/h 1343 2726 3 0
Approach Delay, s/veh 0.7 3.2 59.4 0.0
Approach LOS A A E
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 5.6 19.4 95.0 5.6 5.0 109.5
Change Period (Y+Rc), s 4.6 6.5 * 6.5 4.6 * 4.2 6.5
Max Green Setting (Gmax), s 10.4 5.8 * 89 10.4 * 5.8 88.5 Max Q Clear Time (g_c+I1), s 2.2 2.1 2.0 0.0 2.3 20.8
Green Ext Time (p_c), s 0.0 0.0 17.4 0.0 0.0 56.6
Intersection Summary
HCM 6th Ctrl Delay 2.4
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

5.1-5
HCM 6th TWSC Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 05/22/2019
E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 6
Intersection
Int Delay, s/veh 3.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 4 1218 7 12 2505 35 3 0 14 11 0 1
Future Vol, veh/h 4 1218 7 12 2505 35 3 0 14 11 0 1
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 155 - - 155 - - 0 - - 0 - -
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, % 0 00000000000
Mvmt Flow 4 1324 8 13 2723 38 3 0 15 12 0 1

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 2761 0 0 1332 0 0 2451 4123 666 3306 4108 1381 Stage 1 - ----- 1336 1336 - 2768 2768 -
Stage 2 - ----- 1115 2787 - 538 1340 -
Critical Hdwy 5.3 - - 5.3 - - 6.4 6.5 7.1 6.4 6.5 7.1
Critical Hdwy Stg 1 - ----- 7 . 3 5 . 5- 7 . 3 5 . 5-
Critical Hdwy Stg 2 - ----- 6 . 7 5 . 5- 6 . 7 5 . 5-
Follow-up Hdwy 3.1 - - 3.1 - - 3.8 4 3.9 3.8 4 3.9
Pot Cap-1 Maneuver 52 - - 275 - - 34 2 348 ~ 10 2 117
Stage 1 - ----- 1 1 8 2 2 4- ~ 1 1 4 2-
Stage 2 - ----- 2 0 2 4 1- 4 5 6 2 2 3-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 52 - - 275 - - 31 2 348 ~ 9 2 117
Mov Cap-2 Maneuver - ----- 3 1 2- ~ 9 2-
Stage 1 - ----- 1 0 9 2 0 7- ~ 1 0 4 0-
Stage 2 - ----- 1 9 1 3 9- 4 0 3 2 0 6-

Approach EB WB NB SB
HCM Control Delay, s 0.3 0.1 36.7 $ 895.4

HCM LOS E F

Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 31 348 52 - - 275 - - 9 117
HCM Lane V/C Ratio 0.105 0.044 0.084 - - 0.047 - - 1.329 0.009 HCM Control Delay (s) 134.3 15.8 80.5 - - 18.7 - -$ 973.5 36.1 HCM Lane LOS F C F - - C - - F E
HCM 95th %tile Q(veh) 0.3 0.1 0.3 - - 0.1 - - 2.3 0
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

5.1-6
Timings Sycamore Hills Distribution Center TIA (JN 12014) 5: Alessandro Bl. & San Gorgonio Dr. 05/22/2019
E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 7
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 11 1255 2694 35 20 14
Future Volume (vph) 11 1255 2694 35 20 14
Turn Type Prot NA NA Perm Prot Free
Protected Phases 7 4 8 6
Permitted Phases 8 Free
Detector Phase 74886
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.2 28.5 30.5 30.5 26.6
Total Split (s) 14.0 94.0 80.0 80.0 26.0
Total Split (%) 11.7% 78.3% 66.7% 66.7% 21.7%
Yellow Time (s) 3.2 5.5 5.5 5.5 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.2 6.5 6.5 6.5 4.6
Lead/Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None None C-Max
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 50.5 (42%), Referenced to phase 2: and 6:SBL, Start of Yellow Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 5: Alessandro Bl. & San Gorgonio Dr.

5.1-7
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 5: Alessandro Bl. & San Gorgonio Dr. 05/22/2019
E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 11 1255 2694 35 20 14
Future Volume (veh/h) 11 1255 2694 35 20 14
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 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 12 1364 2928 35 22 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 000000
Cap, veh/h 25 3500 3147 976 817
Arrive On Green 0.01 0.67 0.81 0.81 0.23 0.00
Sat Flow, veh/h 1810 5358 5358 1609 3510 1610
Grp Volume(v), veh/h 12 1364 2928 35 22 0
Grp Sat Flow(s),veh/h/ln 1810 1729 1729 1609 1755 1610
Q Serve(g_s), s 0.8 13.9 52.4 0.5 0.6 0.0
Cycle Q Clear(g_c), s 0.8 13.9 52.4 0.5 0.6 0.0
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 25 3500 3147 976 817
V/C Ratio(X) 0.48 0.39 0.93 0.04 0.03
Avail Cap(c_a), veh/h 148 3782 3177 985 817
HCM Platoon Ratio 1.00 1.00 1.33 1.33 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.09 0.09 1.00 0.00
Uniform Delay (d), s/veh 58.8 8.6 9.6 4.6 35.5 0.0
Incr Delay (d2), s/veh 5.3 0.1 0.6 0.0 0.1 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 0.4 4.3 6.2 0.2 0.3 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 64.1 8.7 10.2 4.6 35.6 0.0
LnGrp LOS EABAD
Approach Vol, veh/h 1376 2963 22 A
Approach Delay, s/veh 9.2 10.1 35.6
Approach LOS A B D
Timer - Assigned Phs 4 6 7 8
Phs Duration (G+Y+Rc), s 87.5 32.5 8.1 79.3
Change Period (Y+Rc), s 6.5 4.6 6.5 * 6.5
Max Green Setting (Gmax), s 87.5 21.4 9.8 * 74
Max Q Clear Time (g_c+I1), s 15.9 2.6 2.8 54.4
Green Ext Time (p_c), s 19.1 0.0 0.0 18.4
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.

Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

5.1-8
Timings Sycamore Hills Distribution Center TIA (JN 12014) 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl. 05/23/2019 E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 142 918 208 110 2048 522 523 678 67 122 83 115 Future Volume (vph) 142 918 208 110 2048 522 523 678 67 122 83 115 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Perm Protected Phases 5 2 1 6 38174
Permitted Phases 2684
Detector Phase 522166381744
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 Minimum Split (s) 8.7 43.5 43.5 8.7 43.5 43.5 8.7 15.8 8.7 8.7 49.8 49.8 Total Split (s) 9.5 44.4 44.4 11.0 45.9 45.9 14.8 49.6 11.0 15.0 49.8 49.8 Total Split (%) 7.9% 37.0% 37.0% 9.2% 38.3% 38.3% 12.3% 41.3% 9.2% 12.5% 41.5% 41.5% Yellow Time (s) 3.2 5.5 5.5 3.2 5.5 5.5 3.2 4.8 3.2 3.2 4.8 4.8 All-Red Time (s) 0.5 1.0 1.0 0.5 1.0 1.0 0.5 1.0 0.5 0.5 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.7 6.5 6.5 3.7 6.5 6.5 3.7 5.8 3.7 3.7 5.8 5.8 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 4 (3%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 115
Control Type: Actuated-Coordinated
Splits and Phases: 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl.

5.1-9
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl. 05/23/2019 E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 142 918 208 110 2048 522 523 678 67 122 83 115 Future Volume (veh/h) 142 918 208 110 2048 522 523 678 67 122 83 115 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 149 966 219 116 2156 549 551 714 71 128 87 121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 000000000000
Cap, veh/h 87 2558 794 170 2558 794 325 873 822 184 728 325 Arrive On Green 0.06 0.66 0.66 0.05 0.49 0.49 0.09 0.24 0.24 0.05 0.20 0.20 Sat Flow, veh/h 1810 5187 1610 3510 5187 1609 3510 3610 2834 3510 3610 1610 Grp Volume(v), veh/h 149 966 219 116 2156 549 551 714 71 128 87 121 Grp Sat Flow(s),veh/h/ln 1810 1729 1610 1755 1729 1609 1755 1805 1417 1755 1805 1610 Q Serve(g_s), s 5.8 10.2 6.9 3.9 43.3 31.5 11.1 22.4 2.2 4.3 2.4 7.8 Cycle Q Clear(g_c), s 5.8 10.2 6.9 3.9 43.3 31.5 11.1 22.4 2.2 4.3 2.4 7.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 87 2558 794 170 2558 794 325 873 822 184 728 325 V/C Ratio(X) 1.70 0.38 0.28 0.68 0.84 0.69 1.70 0.82 0.09 0.70 0.12 0.37 Avail Cap(c_a), veh/h 87 2558 794 214 2558 794 325 1318 1171 331 1324 590 HCM Platoon Ratio 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.92 0.92 0.92 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 56.1 12.2 11.6 56.2 26.4 23.4 54.5 43.0 31.0 55.9 39.2 41.3 Incr Delay (d2), s/veh 357.3 0.4 0.8 3.6 3.6 4.9 326.5 2.5 0.0 1.8 0.1 0.7 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 11.2 3.4 2.4 1.8 17.3 12.2 19.5 10.0 0.7 1.9 1.0 3.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 413.4 12.6 12.4 59.8 30.0 28.3 381.0 45.5 31.1 57.7 39.2 42.0 LnGrp LOS F B B E C C F D C E D D
Approach Vol, veh/h 1334 2821 1336 336
Approach Delay, s/veh 57.3 30.9 183.1 47.3
Approach LOS E C F D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.5 65.7 14.8 30.0 9.5 65.7 10.0 34.8 Change Period (Y+Rc), s 3.7 6.5 3.7 5.8 3.7 6.5 3.7 5.8 Max Green Setting (Gmax), s 7.3 37.9 11.1 44.0 5.8 39.4 11.3 43.8 Max Q Clear Time (g_c+I1), s 5.9 12.2 13.1 9.8 7.8 45.3 6.3 24.4 Green Ext Time (p_c), s 0.0 10.8 0.0 0.9 0.0 0.0 0.1 4.6 Intersection Summary
HCM 6th Ctrl Delay 72.8
HCM 6th LOS E

5.1-10
Timings Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/22/2019
E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 1
Lane Group EBT WBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 720 2436 210 0 337
Future Volume (vph) 720 2436 210 0 337
Turn Type NA NA Split NA Perm
Protected Phases 2644
Permitted Phases 4
Detector Phase 26444
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.5 34.5 10.0 10.0 10.0
Total Split (s) 63.0 63.0 22.0 22.0 22.0
Total Split (%) 74.1% 74.1% 25.9% 25.9% 25.9%
Yellow Time (s) 4.5 4.5 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.5 5.5 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode C-Max C-Max None None None
Intersection Summary
Cycle Length: 85
Actuated Cycle Length: 85
Offset: 9 (11%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 55
Control Type: Actuated-Coordinated
Splits and Phases: 7: I-215 SB Ramps & Alessandro Bl.

5.1-11
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/22/2019
E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 720 330 0 2436 200 0 0 0 210 0 337 Future Volume (veh/h) 0 720 330 0 2436 200 0 0 0 210 0 337 Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1900 1900 0 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 0 742 311 0 2511 206 324 0 187
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 000000 000
Cap, veh/h 0 2608 1080 0 3566 286 531 0 236
Arrive On Green 0.00 0.73 0.73 0.00 1.00 1.00 0.15 0.00 0.15 Sat Flow, veh/h 0 3744 1480 0 5056 392 3619 0 1607
Grp Volume(v), veh/h 0 718 335 0 1761 956 324 0 187
Grp Sat Flow(s),veh/h/ln 0 1729 1595 0 1729 1819 1810 0 1607 Q Serve(g_s), s 0.0 6.0 6.1 0.0 0.0 0.0 7.1 0.0 9.6
Cycle Q Clear(g_c), s 0.0 6.0 6.1 0.0 0.0 0.0 7.1 0.0 9.6 Prop In Lane 0.00 0.93 0.00 0.22 1.00 1.00
Lane Grp Cap(c), veh/h 0 2524 1164 0 2524 1328 531 0 236 V/C Ratio(X) 0.00 0.28 0.29 0.00 0.70 0.72 0.61 0.00 0.79 Avail Cap(c_a), veh/h 0 2524 1164 0 2524 1328 724 0 321 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 0.57 0.57 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 3.9 3.9 0.0 0.0 0.0 34.0 0.0 35.0 Incr Delay (d2), s/veh 0.0 0.3 0.6 0.0 0.9 2.0 1.1 0.0 9.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 1.2 1.2 0.0 0.3 0.7 3.0 0.0 4.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 4.2 4.6 0.0 0.9 2.0 35.1 0.0 44.2 LnGrp LOS AAAAAA DAD
Approach Vol, veh/h 1053 2717 511
Approach Delay, s/veh 4.3 1.3 38.5
Approach LOS A A D
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 67.5 17.5 67.5
Change Period (Y+Rc), s 5.5 5.0 5.5
Max Green Setting (Gmax), s 57.5 17.0 57.5
Max Q Clear Time (g_c+I1), s 8.1 11.6 2.0
Green Ext Time (p_c), s 7.5 0.9 36.6
Intersection Summary
HCM 6th Ctrl Delay 6.5
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

5.1-12
Timings Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/22/2019
E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 71 892 1586 140 954 0 218
Future Volume (vph) 71 892 1586 140 954 0 218
Turn Type Prot NA NA Perm Split NA Perm
Protected Phases 5 2 6 8 8
Permitted Phases 6 8
Detector Phase 5266888
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 10.5 33.5 33.5 10.0 10.0 10.0
Total Split (s) 10.0 49.0 39.0 39.0 36.0 36.0 36.0
Total Split (%) 11.8% 57.6% 45.9% 45.9% 42.4% 42.4% 42.4% Yellow Time (s) 3.5 4.5 4.5 4.5 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 5.5 5.5 5.5 5.0 5.0 5.0
Lead/Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None C-Max C-Max C-Max Max Max Max
Intersection Summary
Cycle Length: 85
Actuated Cycle Length: 85
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 70
Control Type: Actuated-Coordinated
Splits and Phases: 8: I-215 NB Ramps & Alessandro Bl.

5.1-13
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/22/2019
E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 71 892 0 0 1586 140 954 0 218 0 0 0 Future Volume (veh/h) 71 892 0 0 1586 140 954 0 218 0 0 0 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 0 0 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 72 910 0 0 1618 123 1023 0 107
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 000000000
Cap, veh/h 96 2655 0 0 2044 620 1320 0 587
Arrive On Green 0.11 1.00 0.00 0.00 0.39 0.39 0.36 0.00 0.36 Sat Flow, veh/h 1810 5358 0 0 5358 1573 3619 0 1610
Grp Volume(v), veh/h 72 910 0 0 1618 123 1023 0 107
Grp Sat Flow(s),veh/h/ln 1810 1729 0 0 1729 1573 1810 0 1610 Q Serve(g_s), s 3.3 0.0 0.0 0.0 23.3 4.4 21.3 0.0 3.8
Cycle Q Clear(g_c), s 3.3 0.0 0.0 0.0 23.3 4.4 21.3 0.0 3.8 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 96 2655 0 0 2044 620 1320 0 587
V/C Ratio(X) 0.75 0.34 0.00 0.00 0.79 0.20 0.78 0.00 0.18 Avail Cap(c_a), veh/h 117 2655 0 0 2044 620 1320 0 587
HCM Platoon Ratio 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.94 0.94 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 37.5 0.0 0.0 0.0 22.7 16.9 23.9 0.0 18.4 Incr Delay (d2), s/veh 16.5 0.3 0.0 0.0 3.2 0.7 4.5 0.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 0.1 0.0 0.0 8.7 1.5 9.0 0.0 1.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 53.9 0.3 0.0 0.0 25.9 17.6 28.4 0.0 19.1 LnGrp LOS D A A A C B C A B
Approach Vol, veh/h 982 1741 1130
Approach Delay, s/veh 4.3 25.3 27.5
Approach LOS A C C
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 49.0 10.0 39.0 36.0
Change Period (Y+Rc), s 5.5 5.5 * 5.5 5.0
Max Green Setting (Gmax), s 43.5 5.5 * 34 31.0
Max Q Clear Time (g_c+I1), s 2.0 5.3 25.3 23.3
Green Ext Time (p_c), s 6.3 0.0 5.8 2.9
Intersection Summary
HCM 6th Ctrl Delay 20.6
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

5.1-14
HCM 6th TWSC Sycamore Hills Distribution Center TIA (JN 12014) 1: Barton St. & Driveway 1 05/22/2019
E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 1
Intersection
Int Delay, s/veh 5.7
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 20 00900
Future Vol, veh/h 20 00900
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
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, % 0 00000
Mvmt Flow 22 0 0 10 0 0

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 6 5 0 0 10 0
Stage 1 5 -----
Stage 2 1 -----
Critical Hdwy 6.4 6.2 - - 4.1 -
Critical Hdwy Stg 1 5.4 -----
Critical Hdwy Stg 2 5.4 -----
Follow-up Hdwy 3.5 3.3 - - 2.2 -
Pot Cap-1 Maneuver 1021 1084 - - 1623 -
Stage 1 1023 -----
Stage 2 1028 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1021 1084 - - 1623 -
Mov Cap-2 Maneuver 1021 -----
Stage 1 1023 -----
Stage 2 1028 -----

Approach WB NB SB
HCM Control Delay, s 8.6 0 0

HCM LOS A

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 1021 1623 -
HCM Lane V/C Ratio - - 0.021 - -
HCM Control Delay (s) - - 8.6 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0.1 0 -

5.1-15
Timings Sycamore Hills Distribution Center TIA (JN 12014) 2: Barton St. & Alessandro Bl. 05/22/2019
E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 2
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 7 2289 46 1819 9 55 5 28 26 5 14
Future Volume (vph) 7 2289 46 1819 9 55 5 28 26 5 14
Turn Type Prot NA Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 5216 8 4
Permitted Phases 6 8 8 4 4
Detector Phase 52166888444
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.2 28.5 11.0 28.5 28.5 40.6 40.6 40.6 26.6 26.6 26.6 Total Split (s) 9.2 68.4 11.0 70.2 70.2 40.6 40.6 40.6 40.6 40.6 40.6 Total Split (%) 7.7% 57.0% 9.2% 58.5% 58.5% 33.8% 33.8% 33.8% 33.8% 33.8% 33.8% Yellow Time (s) 3.2 5.5 3.2 5.5 5.5 3.6 3.6 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.2 6.5 4.2 6.5 6.5 4.6 4.6 4.6 4.6 Lead/Lag Lead Lead Lag Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None C-Max None C-Max C-Max Max Max Max Max Max Max Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 71 (59%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 105
Control Type: Actuated-Coordinated
Splits and Phases: 2: Barton St. & Alessandro Bl.

5.1-16
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 2: Barton St. & Alessandro Bl. 05/22/2019
E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 7 2289 41 46 1819 9 55 5 28 26 5 14 Future Volume (veh/h) 7 2289 41 46 1819 9 55 5 28 26 5 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 0.99 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 7 2409 41 48 1915 9 58 5 7 27 5 2
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 000000000000
Cap, veh/h 16 2710 46 68 2925 908 58 3 482 55 6 477
Arrive On Green 0.01 0.52 0.52 0.01 0.19 0.19 0.30 0.30 0.30 0.30 0.30 0.30 Sat Flow, veh/h 1810 5253 89 1810 5187 1610 0 9 1605 0 20 1590 Grp Volume(v), veh/h 7 1584 866 48 1915 9 63 0 7 32 0 2 Grp Sat Flow(s),veh/h/ln 1810 1729 1884 1810 1729 1610 9 0 1605 20 0 1590 Q Serve(g_s), s 0.5 49.1 49.5 3.2 41.1 0.5 0.0 0.0 0.4 0.0 0.0 0.1 Cycle Q Clear(g_c), s 0.5 49.1 49.5 3.2 41.1 0.5 36.0 0.0 0.4 36.0 0.0 0.1 Prop In Lane 1.00 0.05 1.00 1.00 0.92 1.00 0.84 1.00
Lane Grp Cap(c), veh/h 16 1784 972 68 2925 908 60 0 482 61 0 477 V/C Ratio(X) 0.45 0.89 0.89 0.71 0.65 0.01 1.04 0.00 0.01 0.52 0.00 0.00 Avail Cap(c_a), veh/h 75 1784 972 103 2925 908 60 0 482 61 0 477 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.91 0.91 0.91 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 59.2 26.0 26.0 58.6 38.0 21.5 58.4 0.0 29.5 53.4 0.0 29.4 Incr Delay (d2), s/veh 7.2 7.0 12.2 4.5 1.1 0.0 128.7 0.0 0.1 28.5 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 0.2 19.5 22.7 1.5 19.1 0.2 4.0 0.0 0.2 1.5 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 66.4 33.0 38.2 63.1 39.1 21.5 187.0 0.0 29.6 81.9 0.0 29.5 LnGrp LOS E C D E D C F A C F A C
Approach Vol, veh/h 2457 1972 70 34
Approach Delay, s/veh 34.9 39.6 171.3 78.8
Approach LOS C D F E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 11.0 68.4 40.6 5.2 74.2 40.6
Change Period (Y+Rc), s 6.5 * 6.5 4.6 * 4.2 6.5 4.6
Max Green Setting (Gmax), s 6.8 * 62 36.0 * 5 63.7 36.0 Max Q Clear Time (g_c+I1), s 5.2 51.5 38.0 2.5 43.1 38.0 Green Ext Time (p_c), s 0.0 9.7 0.0 0.0 15.9 0.0
Intersection Summary
HCM 6th Ctrl Delay 39.4
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

5.1-17
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 05/22/2019
E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBL WBT NBL NBT Ø6
Lane Configurations
Traffic Volume (vph) 3 2314 3 1939 5 0
Future Volume (vph) 3 2314 3 1939 5 0
Turn Type Prot NA Prot NA Perm NA
Protected Phases 7438 26
Permitted Phases 2
Detector Phase 743822
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.2 23.5 9.2 23.5 14.6 14.6 14.6
Total Split (s) 10.0 95.0 10.0 95.0 15.0 15.0 15.0
Total Split (%) 8.3% 79.2% 8.3% 79.2% 12.5% 12.5% 13%
Yellow Time (s) 3.2 5.5 3.2 5.5 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.2 6.5 4.2 6.5 4.6
Lead/Lag Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 79 (66%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 65
Control Type: Actuated-Coordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

5.1-18
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 05/22/2019
E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 2314 1 3 1939 0502000
Future Volume (veh/h) 3 2314 1 3 1939 0502000
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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 3 2515 1 3 2108 0500000
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, % 000000000000
Cap, veh/h 221 3950 2 221 3825 0 78 0 0 0 24 0
Arrive On Green 0.24 1.00 1.00 0.12 0.74 0.00 0.01 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5355 2 1810 5358 0 1440 0 0 0 1900 0 Grp Volume(v), veh/h 3 1624 892 3 2108 0500000
Grp Sat Flow(s),veh/h/ln 1810 1729 1900 1810 1729 0 1440 0 0 0 1900 0 Q Serve(g_s), s 0.2 0.0 0.0 0.2 21.6 0.0 0.4 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.2 0.0 0.0 0.2 21.6 0.0 0.4 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 221 2550 1401 221 3825 0 78 0 0 0 24 0 V/C Ratio(X) 0.01 0.64 0.64 0.01 0.55 0.00 0.06 0.00 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 221 2550 1401 221 3825 0 185 0 0 0 165 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.36 0.36 0.36 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 39.9 0.0 0.0 46.3 7.0 0.0 58.7 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.4 0.8 0.0 0.6 0.0 0.3 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.2 0.3 0.1 5.8 0.0 0.2 0.0 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.9 0.4 0.8 46.3 7.5 0.0 59.0 0.0 0.0 0.0 0.0 0.0 LnGrp LOS D A A D AAEAAAAA
Approach Vol, veh/h 2519 2111 5 0
Approach Delay, s/veh 0.6 7.6 59.0 0.0
Approach LOS A A E
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 6.1 18.9 95.0 6.1 18.9 95.0
Change Period (Y+Rc), s 4.6 4.2 * 6.5 4.6 4.2 * 6.5
Max Green Setting (Gmax), s 10.4 5.8 * 89 10.4 5.8 * 89 Max Q Clear Time (g_c+I1), s 2.4 2.2 2.0 0.0 2.2 23.6
Green Ext Time (p_c), s 0.0 0.0 59.5 0.0 0.0 39.5
Intersection Summary
HCM 6th Ctrl Delay 3.9
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

5.1-19
HCM 6th TWSC Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 05/22/2019
E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 6
Intersection
Int Delay, s/veh 24.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 2304 12 23 1930 16 2 0 9 37 0 5
Future Vol, veh/h 2 2304 12 23 1930 16 2 0 9 37 0 5
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 155 - - 155 - - 0 - - 0 - -
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, % 0 00000000000
Mvmt Flow 2 2504 13 25 2098 17 2 0 10 40 0 5

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 2115 0 0 2517 0 0 3404 4680 1259 3163 4678 1058 Stage 1 - ----- 2515 2515 - 2157 2157 -
Stage 2 - ----- 8 8 9 2165 - 1006 2521 -
Critical Hdwy 5.3 - - 5.3 - - 6.4 6.5 7.1 6.4 6.5 7.1
Critical Hdwy Stg 1 - ----- 7 . 3 5 . 5- 7 . 3 5 . 5-
Critical Hdwy Stg 2 - ----- 6 . 7 5 . 5- 6 . 7 5 . 5-
Follow-up Hdwy 3.1 - - 3.1 - - 3.8 4 3.9 3.8 4 3.9
Pot Cap-1 Maneuver 112 - - 70 - - 8 1 141 ~ 12 1 192
Stage 1 - ----- 1 6 5 7- ~ 3 0 8 8-
Stage 2 - ----- 2 7 9 8 7- 2 3 6 5 7-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 112 - - 70 - - 6 1 141 ~ 8 1 192
Mov Cap-2 Maneuver - ----- 6 1- ~ 8 1-
Stage 1 - ----- 1 6 5 6- ~ 2 9 5 7-
Stage 2 - ----- 1 7 4 5 6- 2 1 6 5 6-

Approach EB WB NB SB
HCM Control Delay, s 0 1 173 $ 2396.6

HCM LOS F F

Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 6 141 112 - - 70 - - 8 192
HCM Lane V/C Ratio 0.362 0.069 0.019 - - 0.357 - - 5.027 0.028 HCM Control Delay (s) $ 805.6 32.4 37.8 - - 82.6 - - $ 2717.2 24.3 HCM Lane LOS F D E - - F - - F C
HCM 95th %tile Q(veh) 0.7 0.2 0.1 - - 1.3 - - 6.4 0.1
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

5.1-20
Timings Sycamore Hills Distribution Center TIA (JN 12014) 5: Alessandro Bl. & San Gorgonio Dr. 05/22/2019
E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 7
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 14 2476 2007 20 27 16
Future Volume (vph) 14 2476 2007 20 27 16
Turn Type Prot NA NA Perm Prot Free
Protected Phases 7 4 8 6
Permitted Phases 8 Free
Detector Phase 74886
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.2 28.5 30.5 30.5 26.6
Total Split (s) 10.0 91.0 81.0 81.0 29.0
Total Split (%) 8.3% 75.8% 67.5% 67.5% 24.2%
Yellow Time (s) 3.2 5.5 5.5 5.5 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.2 6.5 6.5 6.5 4.6
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None None C-Max
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 48 (40%), Referenced to phase 2: and 6:SBL, Start of Yellow Natural Cycle: 80
Control Type: Actuated-Coordinated
Splits and Phases: 5: Alessandro Bl. & San Gorgonio Dr.

5.1-21
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 5: Alessandro Bl. & San Gorgonio Dr. 05/22/2019
E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 14 2476 2007 20 27 16
Future Volume (veh/h) 14 2476 2007 20 27 16
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 0.98 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 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 15 2721 2205 21 30 0
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Percent Heavy Veh, % 000000
Cap, veh/h 30 3479 3213 976 831
Arrive On Green 0.02 0.67 1.00 1.00 0.24 0.00
Sat Flow, veh/h 1810 5358 5358 1575 3510 1610
Grp Volume(v), veh/h 15 2721 2205 21 30 0
Grp Sat Flow(s),veh/h/ln 1810 1729 1729 1575 1755 1610
Q Serve(g_s), s 1.0 43.6 0.0 0.0 0.8 0.0
Cycle Q Clear(g_c), s 1.0 43.6 0.0 0.0 0.8 0.0
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 30 3479 3213 976 831
V/C Ratio(X) 0.51 0.78 0.69 0.02 0.04
Avail Cap(c_a), veh/h 87 3653 3220 978 831
HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.09 0.09 1.00 0.00
Uniform Delay (d), s/veh 58.5 13.7 0.0 0.0 35.3 0.0
Incr Delay (d2), s/veh 4.9 1.2 0.1 0.0 0.1 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 0.5 13.7 0.0 0.0 0.4 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.4 14.9 0.1 0.0 35.3 0.0
LnGrp LOS EBAAD
Approach Vol, veh/h 2736 2226 30 A
Approach Delay, s/veh 15.1 0.1 35.3
Approach LOS B A D
Timer - Assigned Phs 4 6 7 8
Phs Duration (G+Y+Rc), s 87.0 33.0 6.2 80.8
Change Period (Y+Rc), s 6.5 4.6 * 4.2 6.5
Max Green Setting (Gmax), s 84.5 24.4 * 5.8 74.5
Max Q Clear Time (g_c+I1), s 45.6 2.8 3.0 2.0
Green Ext Time (p_c), s 34.9 0.1 0.0 45.6
Intersection Summary
HCM 6th Ctrl Delay 8.5
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

5.1-22
Timings Sycamore Hills Distribution Center TIA (JN 12014) 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl. 05/23/2019 E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 148 1665 518 156 1358 146 350 279 158 189 654 310 Future Volume (vph) 148 1665 518 156 1358 146 350 279 158 189 654 310 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Perm Protected Phases 5 2 1 6 38174
Permitted Phases 2684
Detector Phase 522166381744
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 Minimum Split (s) 8.7 43.5 43.5 8.7 43.5 43.5 8.7 15.8 8.7 8.7 49.8 49.8 Total Split (s) 13.2 47.2 47.2 10.0 44.0 44.0 11.8 51.8 10.0 11.0 51.0 51.0 Total Split (%) 11.0% 39.3% 39.3% 8.3% 36.7% 36.7% 9.8% 43.2% 8.3% 9.2% 42.5% 42.5% Yellow Time (s) 3.2 5.5 5.5 3.2 5.5 5.5 3.2 4.8 3.2 3.2 4.8 4.8 All-Red Time (s) 0.5 1.0 1.0 0.5 1.0 1.0 0.5 1.0 0.5 0.5 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.7 6.5 6.5 3.7 6.5 6.5 3.7 5.8 3.7 3.7 5.8 5.8 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None Max None None Max Max Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 11 (9%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 115
Control Type: Actuated-Coordinated
Splits and Phases: 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl.

5.1-23
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl. 05/23/2019 E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 148 1665 518 156 1358 146 350 279 158 189 654 310 Future Volume (veh/h) 148 1665 518 156 1358 146 350 279 158 189 654 310 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 164 1850 576 173 1509 162 389 310 176 210 727 344 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 000000000000
Cap, veh/h 1533 5863 1820 184 1621 503 237 1447 1285 214 1360 606 Arrive On Green 1.00 1.00 1.00 0.05 0.31 0.31 0.07 0.40 0.40 0.06 0.38 0.38 Sat Flow, veh/h 1810 5187 1610 3510 5187 1610 3510 3610 2834 3510 3610 1610 Grp Volume(v), veh/h 164 1850 576 173 1509 162 389 310 176 210 727 344 Grp Sat Flow(s),veh/h/ln 1810 1729 1610 1755 1729 1610 1755 1805 1417 1755 1805 1610 Q Serve(g_s), s 0.0 0.0 0.0 5.9 33.8 18.1 8.1 6.8 4.3 7.2 18.9 20.3 Cycle Q Clear(g_c), s 0.0 0.0 0.0 5.9 33.8 18.1 8.1 6.8 4.3 7.2 18.9 20.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1533 5863 1820 184 1621 503 237 1447 1285 214 1360 606 V/C Ratio(X) 0.11 0.32 0.32 0.94 0.93 0.32 1.64 0.21 0.14 0.98 0.53 0.57 Avail Cap(c_a), veh/h 1533 5863 1820 184 1621 503 237 1447 1285 214 1360 606 HCM Platoon Ratio 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.60 0.60 0.60 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 56.7 40.0 121.6 55.9 23.6 19.1 56.3 29.2 29.6 Incr Delay (d2), s/veh 0.0 0.1 0.3 48.3 11.0 1.7 307.0 0.3 0.2 56.5 1.5 3.8 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 0.0 0.0 0.1 3.8 15.4 7.7 13.6 2.8 1.4 4.8 8.1 8.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.1 0.3 104.9 51.0 123.3 363.0 23.9 19.3 112.8 30.7 33.5 LnGrp LOS A A A F D F F C B F C C
Approach Vol, veh/h 2590 1844 875 1281
Approach Delay, s/veh 0.1 62.4 173.7 44.9
Approach LOS A E F D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 144.2 13.9 51.0 110.2 44.0 11.0 53.9 Change Period (Y+Rc), s 3.7 6.5 5.8 * 5.8 6.5 * 6.5 3.7 5.8 Max Green Setting (Gmax), s 6.3 40.7 8.1 * 45 9.5 * 38 7.3 46.0 Max Q Clear Time (g_c+I1), s 7.9 2.0 10.1 22.3 2.0 35.8 9.2 8.8 Green Ext Time (p_c), s 0.0 30.0 0.0 6.0 0.1 1.5 0.0 2.6 Intersection Summary
HCM 6th Ctrl Delay 49.3
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

5.1-24
Timings Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/22/2019
E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 1
Lane Group EBT WBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 1568 1344 216 0 369
Future Volume (vph) 1568 1344 216 0 369
Turn Type NA NA Split NA Perm
Protected Phases 2644
Permitted Phases 4
Detector Phase 26444
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.5 34.5 10.0 10.0 10.0
Total Split (s) 58.0 58.0 27.0 27.0 27.0
Total Split (%) 68.2% 68.2% 31.8% 31.8% 31.8%
Yellow Time (s) 4.5 4.5 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.5 5.5 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode C-Max C-Max None None None
Intersection Summary
Cycle Length: 85
Actuated Cycle Length: 85
Offset: 33 (39%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 50
Control Type: Actuated-Coordinated
Splits and Phases: 7: I-215 SB Ramps & Alessandro Bl.

5.1-25
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/22/2019
E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1568 445 0 1344 131 0 0 0 216 0 369 Future Volume (veh/h) 0 1568 445 0 1344 131 0 0 0 216 0 369 Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1900 1900 0 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 0 1668 436 0 1430 137 329 0 183
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000 000
Cap, veh/h 0 2978 764 0 3496 335 538 0 239
Arrive On Green 0.00 0.73 0.73 0.00 0.73 0.73 0.15 0.00 0.15 Sat Flow, veh/h 0 4263 1049 0 4974 460 3619 0 1607
Grp Volume(v), veh/h 0 1405 699 0 1029 538 329 0 183
Grp Sat Flow(s),veh/h/ln 0 1729 1683 0 1729 1806 1810 0 1607 Q Serve(g_s), s 0.0 15.8 16.4 0.0 9.8 9.8 7.2 0.0 9.3
Cycle Q Clear(g_c), s 0.0 15.8 16.4 0.0 9.8 9.8 7.2 0.0 9.3 Prop In Lane 0.00 0.62 0.00 0.25 1.00 1.00
Lane Grp Cap(c), veh/h 0 2517 1225 0 2517 1314 538 0 239 V/C Ratio(X) 0.00 0.56 0.57 0.00 0.41 0.41 0.61 0.00 0.77 Avail Cap(c_a), veh/h 0 2517 1225 0 2517 1314 937 0 416 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 0.79 0.79 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 5.3 5.4 0.0 4.5 4.5 33.9 0.0 34.8 Incr Delay (d2), s/veh 0.0 0.9 1.9 0.0 0.4 0.7 1.1 0.0 5.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 3.2 3.6 0.0 1.9 2.1 3.1 0.0 3.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 6.2 7.3 0.0 4.9 5.2 35.0 0.0 39.8 LnGrp LOS AAAAAA DAD
Approach Vol, veh/h 2104 1567 512
Approach Delay, s/veh 6.6 5.0 36.7
Approach LOS A A D
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 67.4 17.6 67.4
Change Period (Y+Rc), s 5.5 5.0 5.5
Max Green Setting (Gmax), s 52.5 22.0 52.5
Max Q Clear Time (g_c+I1), s 18.4 11.3 11.8
Green Ext Time (p_c), s 19.0 1.3 12.7
Intersection Summary
HCM 6th Ctrl Delay 9.7
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

5.1-26
Timings Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/22/2019
E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 222 1506 947 206 607 8 303
Future Volume (vph) 222 1506 947 206 607 8 303
Turn Type Prot NA NA Perm Split NA Perm
Protected Phases 5 2 6 8 8
Permitted Phases 6 8
Detector Phase 5266888
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 10.5 33.5 33.5 10.0 10.0 10.0
Total Split (s) 23.0 52.0 33.5 33.5 33.0 33.0 33.0
Total Split (%) 25.7% 58.1% 37.4% 37.4% 36.9% 36.9% 36.9% Yellow Time (s) 3.5 4.5 4.5 4.5 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 5.5 5.5 5.5 5.0 5.0 5.0
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None C-Max C-Max C-Max Max Max Max
Intersection Summary
Cycle Length: 89.5
Actuated Cycle Length: 89.5
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 75
Control Type: Actuated-Coordinated
Splits and Phases: 8: I-215 NB Ramps & Alessandro Bl.

5.1-27
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/22/2019
E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 222 1506 0 0 947 206 607 8 303 0 0 0 Future Volume (veh/h) 222 1506 0 0 947 206 607 8 303 0 0 0 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 0 0 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 236 1602 0 0 1007 103 698 0 106
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000000
Cap, veh/h 274 2968 0 0 1924 585 1126 0 501
Arrive On Green 0.15 0.57 0.00 0.00 0.37 0.37 0.31 0.00 0.31 Sat Flow, veh/h 1810 5358 0 0 5358 1576 3619 0 1610
Grp Volume(v), veh/h 236 1602 0 0 1007 103 698 0 106
Grp Sat Flow(s),veh/h/ln 1810 1729 0 0 1729 1576 1810 0 1610 Q Serve(g_s), s 11.5 17.2 0.0 0.0 13.6 4.0 14.8 0.0 4.4 Cycle Q Clear(g_c), s 11.5 17.2 0.0 0.0 13.6 4.0 14.8 0.0 4.4 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 274 2968 0 0 1924 585 1126 0 501 V/C Ratio(X) 0.86 0.54 0.00 0.00 0.52 0.18 0.62 0.00 0.21 Avail Cap(c_a), veh/h 372 2968 0 0 1924 585 1126 0 501
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.75 0.75 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 37.3 11.9 0.0 0.0 22.1 19.1 26.5 0.0 22.9 Incr Delay (d2), s/veh 10.2 0.5 0.0 0.0 1.0 0.7 2.6 0.0 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.4 5.3 0.0 0.0 5.1 1.4 6.3 0.0 1.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 47.5 12.4 0.0 0.0 23.1 19.7 29.0 0.0 23.8 LnGrp LOS D B A A C B C A C
Approach Vol, veh/h 1838 1110 804
Approach Delay, s/veh 16.9 22.8 28.3
Approach LOS B C C
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 57.0 18.1 38.9 33.0
Change Period (Y+Rc), s 5.5 4.5 5.5 5.0
Max Green Setting (Gmax), s 46.5 18.5 28.0 28.0
Max Q Clear Time (g_c+I1), s 19.2 13.5 15.6 16.8
Green Ext Time (p_c), s 12.2 0.2 5.1 2.3
Intersection Summary
HCM 6th Ctrl Delay 21.1
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

5.1-28
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
APPENDIX 5.2:

E+P CONDITIONS TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
This Page Intentionally Left Blank

California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Riverside CHK DATE
Major Street: Barton Street Critical Approach Speed (Major) 55 mph Minor Street: Driveway 1 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 418 vpd Minor Street Future ADT = 418 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... √ or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 418 1 418 8,000 5,600 2,400 1,680
2 + 1 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 418 1 418 12,000 8,400 1,200 850
2 + 1 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
7% 5%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

XX
on Higher-Volume
E+P
RV
RV
05/23/19
05/23/19
(Based on Estimated Average Daily Traffic - See Note)
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic
Vehicles Per Day
on Major Street

RURAL (R)

URBAN RURAL
Major Street Minor Street
The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal. (Total of Both Approaches)
Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
(One Direction Only)
Satisfied Not Satisfied
XX
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Vehicles Per Day on
Minor Street Approach
(One Direction Only)
Minimum Requirements
EADT
Vehicles Per Day
on Higher-Volume
Major Street
(Total of Both Approaches)
Minor Street Approach

5.2-1
California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-4. Warrant 3, Peak Hour (70% Factor)
Traffic Conditions = E+P Conditions - Weekday PM Peak Hour Major Street Name = Alessandro Bl. Total of Both Approaches (VPH) = 4260 Number of Approach Lanes Major Street = 4
Minor Street Name = Private Driveway High Volume Approach (VPH) = 7 Number of Approach Lanes Minor Street = 1
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET)

SIGNAL WARRANT NOT SATISFIED
*Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold for a minor-street ap proach with one lane 13007
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street - Higher-Volume Approach (VPH)
Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches

5.2-2
California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-4. Warrant 3, Peak Hour (70% Factor)
Traffic Conditions = E+P Conditions - Weekday PM Peak Hour Major Street Name = Alessandro Bl. Total of Both Approaches (VPH) = 4287 Number of Approach Lanes Major Street = 4
Minor Street Name = Driveway 2/Vista Grande High Volume Approach (VPH) = 42 Number of Approach Lanes Minor Street = 1
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET)

SIGNAL WARRANT NOT SATISFIED
*Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold for a minor-street ap proach with one lane 1300
42 0
100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street - Higher-Volume Approach (VPH)
Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches

5.2-3
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5.2-4
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
APPENDIX 5.3:

E+P CONDITIONS OFF-RAMP QUEUING ANALYSIS WORKSHEETS
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
This Page Intentionally Left Blank

Queues Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/22/2019
E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 2
Lane Group EBT WBT SBL SBT SBR
Lane Group Flow (vph) 1082 2717 194 185 184
v/c Ratio 0.30 0.75 0.68 0.68 0.66
Control Delay 3.6 3.8 44.8 39.6 38.3
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 3.6 3.8 44.8 39.6 38.3
Queue Length 50th (ft) 47 147 101 83 78
Queue Length 95th (ft) 67 109 170 156 147
Internal Link Dist (ft) 673 688 1585
Turn Bay Length (ft) 525 525
Base Capacity (vph) 3567 3639 343 320 328
Starvation Cap Reductn 00000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.30 0.75 0.57 0.58 0.56
Intersection Summary

5.3-1
Queues Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/22/2019
E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 5
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Group Flow (vph) 72 910 1618 143 496 499 200
v/c Ratio 0.63 0.34 0.75 0.19 0.79 0.75 0.32
Control Delay 59.6 14.0 24.2 3.8 35.4 27.2 11.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 59.6 14.0 24.2 3.8 35.4 27.2 11.1
Queue Length 50th (ft) 36 122 272 0 245 202 36
Queue Length 95th (ft) #83 150 331 34 #412 #339 88
Internal Link Dist (ft) 688 486 1005
Turn Bay Length (ft) 200 400 400
Base Capacity (vph) 116 2654 2166 742 625 662 624
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.62 0.34 0.75 0.19 0.79 0.75 0.32
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

5.3-2
Queues Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/22/2019
E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 2
Lane Group EBT WBT SBL SBT SBR
Lane Group Flow (vph) 2141 1569 207 208 208
v/c Ratio 0.62 0.45 0.64 0.65 0.64
Control Delay 8.2 6.9 40.1 33.3 32.3
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 8.2 6.9 40.1 33.3 32.3
Queue Length 50th (ft) 180 116 108 85 82
Queue Length 95th (ft) 279 182 167 151 144
Internal Link Dist (ft) 673 688 1585
Turn Bay Length (ft) 525 525
Base Capacity (vph) 3477 3521 443 417 428
Starvation Cap Reductn 00000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.62 0.45 0.47 0.50 0.49
Intersection Summary

5.3-3
Queues Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/22/2019
E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 5
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Group Flow (vph) 236 1602 1007 219 342 345 290
v/c Ratio 0.75 0.54 0.56 0.32 0.64 0.67 0.54
Control Delay 50.4 12.8 25.8 4.7 32.8 33.8 21.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 50.4 12.8 25.8 4.7 32.8 33.8 21.9
Queue Length 50th (ft) 126 191 169 0 173 181 97
Queue Length 95th (ft) 200 231 221 49 272 287 183
Internal Link Dist (ft) 688 486 1005
Turn Bay Length (ft) 200 400 400
Base Capacity (vph) 373 2955 1795 690 536 515 538
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.63 0.54 0.56 0.32 0.64 0.67 0.54
Intersection Summary

5.3-4
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report REV4
APPENDIX 5.4:

E+P CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS WITH

IMPROVEMENTS
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report REV4
This Page Intentionally Left Blank

HCM 6th TWSC Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/10/2020
E+P - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report
Urban Crossroads, Inc. Page 4
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 1226 7 0 2511 0006000
Future Vol, veh/h 0 1226 7 0 2511 0006000
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - ------- 0-- 0
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, % 0 00000000000
Mvmt Flow 0 1333 8 0 2729 0007000
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 671 - - 1365
Stage 1 - -----------
Stage 2 - -----------
Critical Hdwy - ------- 7 . 1-- 7 . 1
Critical Hdwy Stg 1 - -----------
Critical Hdwy Stg 2 - -----------
Follow-up Hdwy - ------- 3 . 9-- 3 . 9
Pot Cap-1 Maneuver 0 - - 0 - - 0 0 *639 0 0 *337
Stage 1 0 - - 0 - - 0 0 - 0 0 -
Stage 2 0 - - 0 - - 0 0 - 0 0 -
Platoon blocked, % - - - - 1 1
Mov Cap-1 Maneuver - ------- *639 - - *337
Mov Cap-2 Maneuver - -----------
Stage 1 - -----------
Stage 2 - -----------
Approach EB WB NB SB
HCM Control Delay, s 0 0 10.7 0

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1
Capacity (veh/h) 639 -----
HCM Lane V/C Ratio 0.01 -----
HCM Control Delay (s) 10.7 ---- 0
HCM Lane LOS B ---- A
HCM 95th %tile Q(veh) 0 -----
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

5.4-1
Timings Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/10/2020
E+P - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report
Urban Crossroads, Inc. Page 5
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 4 1221 12 2508 3 0 11 0
Future Volume (vph) 4 1221 12 2508 3 0 11 0
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.2 16.5 9.2 16.5 14.6 14.6 14.6 14.6 Total Split (s) 9.6 95.2 9.4 95.0 15.4 15.4 15.4 15.4
Total Split (%) 8.0% 79.3% 7.8% 79.2% 12.8% 12.8% 12.8% 12.8% Yellow Time (s) 3.2 5.5 3.2 5.5 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.2 6.5 4.2 6.5 4.6 4.6 4.6
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 103.9 (87%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 70
Control Type: Actuated-Coordinated
Splits and Phases: 4: Vista Grande Dr. & Alessandro Bl.

5.4-2
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/10/2020
E+P - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report
Urban Crossroads, Inc. Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 1221 7 12 2508 35 3 0 14 11 0 1 Future Volume (veh/h) 4 1221 7 12 2508 35 3 0 14 11 0 1 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 4 1327 8 13 2726 38 3 0 15 12 0 1
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, % 000000000000
Cap, veh/h 112 4278 26 27 3888 54 42 7 72 140 0 86
Arrive On Green 0.12 1.00 1.00 0.01 0.74 0.74 0.05 0.00 0.05 0.05 0.00 0.05 Sat Flow, veh/h 1810 5320 32 1810 5272 73 130 139 1347 1421 0 1610 Grp Volume(v), veh/h 4 863 472 13 1785 979 18 0 0 12 0 1 Grp Sat Flow(s),veh/h/ln 1810 1729 1894 1810 1729 1887 1616 0 0 1421 0 1610 Q Serve(g_s), s 0.2 0.0 0.0 0.9 33.6 34.0 0.0 0.0 0.0 0.0 0.0 0.1 Cycle Q Clear(g_c), s 0.2 0.0 0.0 0.9 33.6 34.0 1.3 0.0 0.0 0.8 0.0 0.1 Prop In Lane 1.00 0.02 1.00 0.04 0.17 0.83 1.00 1.00
Lane Grp Cap(c), veh/h 112 2781 1523 27 2550 1392 122 0 0 140 0 86 V/C Ratio(X) 0.04 0.31 0.31 0.49 0.70 0.70 0.15 0.00 0.00 0.09 0.00 0.01 Avail Cap(c_a), veh/h 112 2781 1523 78 2550 1392 179 0 0 192 0 145 HCM Platoon Ratio 2.00 2.00 2.00 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 0.48 0.48 0.48 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 49.4 0.0 0.0 58.7 8.5 8.6 54.3 0.0 0.0 54.1 0.0 53.8 Incr Delay (d2), s/veh 0.0 0.3 0.5 2.5 0.8 1.5 0.6 0.0 0.0 0.3 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/ln 0.1 0.1 0.2 0.4 9.0 10.2 0.5 0.0 0.0 0.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 49.4 0.3 0.5 61.2 9.3 10.1 54.9 0.0 0.0 54.3 0.0 53.8 LnGrp LOS D AAEABDAADAD
Approach Vol, veh/h 1339 2777 18 13
Approach Delay, s/veh 0.5 9.8 54.9 54.3
Approach LOS A A D D
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 11.0 6.0 103.0 11.0 14.0 95.0
Change Period (Y+Rc), s 4.6 * 4.2 6.5 4.6 6.5 * 6.5
Max Green Setting (Gmax), s 10.8 * 5.2 88.7 10.8 5.4 * 89 Max Q Clear Time (g_c+I1), s 3.3 2.9 2.0 2.8 2.2 36.0
Green Ext Time (p_c), s 0.0 0.0 10.3 0.0 0.0 35.9
Intersection Summary
HCM 6th Ctrl Delay 7.2
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

5.4-3
HCM 6th TWSC Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/10/2020
E+P - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report
Urban Crossroads, Inc. Page 4
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 2314 4 0 1947 0007000
Future Vol, veh/h 0 2314 4 0 1947 0007000
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - ------- 0-- 0
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, % 0 00000000000
Mvmt Flow 0 2515 4 0 2116 0008000

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 1260 - - 1058
Stage 1 - -----------
Stage 2 - -----------
Critical Hdwy - ------- 7 . 1-- 7 . 1
Critical Hdwy Stg 1 - -----------
Critical Hdwy Stg 2 - -----------
Follow-up Hdwy - ------- 3 . 9-- 3 . 9
Pot Cap-1 Maneuver 0 - - 0 - - 0 0 *380 0 0 *467
Stage 1 0 - - 0 - - 0 0 - 0 0 -
Stage 2 0 - - 0 - - 0 0 - 0 0 -
Platoon blocked, % - - - - 1 1
Mov Cap-1 Maneuver - ------- *380 - - *467
Mov Cap-2 Maneuver - -----------
Stage 1 - -----------
Stage 2 - -----------

Approach EB WB NB SB
HCM Control Delay, s 0 0 14.7 0

HCM LOS B A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1
Capacity (veh/h) 380 -----
HCM Lane V/C Ratio 0.02 -----
HCM Control Delay (s) 14.7 ---- 0
HCM Lane LOS B ---- A
HCM 95th %tile Q(veh) 0.1 -----
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

5.4-4
Timings Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/10/2020
E+P - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report
Urban Crossroads, Inc. Page 5
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 2 2309 23 1935 2 0 37 0
Future Volume (vph) 2 2309 23 1935 2 0 37 0
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.6 11.5 9.6 11.5 14.2 14.2 14.2 14.2 Total Split (s) 9.8 77.0 9.9 77.1 33.1 33.1 33.1 33.1
Total Split (%) 8.2% 64.2% 8.3% 64.3% 27.6% 27.6% 27.6% 27.6% Yellow Time (s) 3.6 5.5 3.6 5.5 3.2 3.2 3.2 3.2
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 6.5 4.6 6.5 4.2 4.2 4.2
Lead/Lag Lead Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max Min Min None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 103.6 (86%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 65
Control Type: Actuated-Coordinated
Splits and Phases: 4: Vista Grande Dr. & Alessandro Bl.

5.4-5
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/10/2020
E+P - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report
Urban Crossroads, Inc. Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 2 2309 12 23 1935 16 2 0 9 37 0 5 Future Volume (veh/h) 2 2309 12 23 1935 16 2 0 9 37 0 5 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 2 2510 13 25 2103 17 2 0 10 40 0 5 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, % 000000000000
Cap, veh/h 5 3129 16 336 4174 34 44 14 113 181 0 134
Arrive On Green 0.01 1.00 1.00 0.19 0.79 0.79 0.08 0.00 0.08 0.08 0.00 0.08 Sat Flow, veh/h 1810 5325 28 1810 5307 43 106 165 1352 1427 0 1610 Grp Volume(v), veh/h 2 1629 894 25 1370 750 12 0 0 40 0 5 Grp Sat Flow(s),veh/h/ln 1810 1729 1895 1810 1729 1892 1622 0 0 1427 0 1610 Q Serve(g_s), s 0.1 0.0 0.0 1.4 16.8 16.8 0.0 0.0 0.0 2.1 0.0 0.3 Cycle Q Clear(g_c), s 0.1 0.0 0.0 1.4 16.8 16.8 0.8 0.0 0.0 3.0 0.0 0.3 Prop In Lane 1.00 0.01 1.00 0.02 0.17 0.83 1.00 1.00
Lane Grp Cap(c), veh/h 5 2032 1113 336 2720 1488 170 0 0 181 0 134 V/C Ratio(X) 0.41 0.80 0.80 0.07 0.50 0.50 0.07 0.00 0.00 0.22 0.00 0.04 Avail Cap(c_a), veh/h 78 2032 1113 336 2720 1488 419 0 0 406 0 388 HCM Platoon Ratio 2.00 2.00 2.00 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 0.74 0.74 0.74 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 59.6 0.0 0.0 40.3 4.5 4.5 50.8 0.0 0.0 51.7 0.0 50.6 Incr Delay (d2), s/veh 19.3 3.5 6.2 0.0 0.5 0.9 0.2 0.0 0.0 0.6 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/ln 0.1 1.0 1.9 0.6 3.7 4.3 0.3 0.0 0.0 1.2 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 78.9 3.5 6.2 40.4 5.0 5.4 51.0 0.0 0.0 52.3 0.0 50.7 LnGrp LOS E A A D A A D A A D A D
Approach Vol, veh/h 2525 2145 12 45
Approach Delay, s/veh 4.5 5.6 51.0 52.1
Approach LOS A A D D
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 14.2 28.8 77.0 14.2 4.9 100.9
Change Period (Y+Rc), s * 4.2 6.5 * 6.5 * 4.2 4.6 6.5
Max Green Setting (Gmax), s * 29 5.3 * 71 * 29 5.2 70.6 Max Q Clear Time (g_c+I1), s 2.8 3.4 2.0 5.0 2.1 18.8
Green Ext Time (p_c), s 0.0 0.0 35.6 0.1 0.0 22.6
Intersection Summary
HCM 6th Ctrl Delay 5.5
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

5.4-6
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report

APPENDIX 6.1:

OPENING YEAR CUMULATIVE (2023) WITHOUT PROJECT CONDITIONS INTERSECTION

OPERATIONS ANALYSIS WORKSHEETS
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
This Page Intentionally Left Blank

Timings Sycamore Hills Distribution Center TIA (JN 12014) 2: Barton St. & Alessandro Bl. 05/23/2019
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 10 1557 60 2804 3 68 5 55 7 8 3
Future Volume (vph) 10 1557 60 2804 3 68 5 55 7 8 3
Turn Type Prot NA Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 5216 8 4
Permitted Phases 6 8 8 4 4
Detector Phase 52166888444
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.2 28.5 11.0 28.5 28.5 40.6 40.6 40.6 26.6 26.6 26.6 Total Split (s) 9.2 68.4 11.0 70.2 70.2 40.6 40.6 40.6 40.6 40.6 40.6 Total Split (%) 7.7% 57.0% 9.2% 58.5% 58.5% 33.8% 33.8% 33.8% 33.8% 33.8% 33.8% Yellow Time (s) 3.2 5.5 3.2 5.5 5.5 3.6 3.6 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.2 6.5 4.2 6.5 6.5 4.6 4.6 4.6 4.6 Lead/Lag Lead Lead Lag Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None C-Max None C-Max C-Max Max Max Max Max Max Max Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 88 (73%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 115
Control Type: Actuated-Coordinated
Splits and Phases: 2: Barton St. & Alessandro Bl.

6.1-1
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 2: Barton St. & Alessandro Bl. 05/23/2019
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 10 1557 28 60 2804 3 68 5 55 7 8 3 Future Volume (veh/h) 10 1557 28 60 2804 3 68 5 55 7 8 3 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 11 1674 30 65 3015 3 73 5 28 8 9 0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 000000000000
Cap, veh/h 23 2707 48 538 4252 1320 474 31 477 250 267 483 Arrive On Green 0.01 0.52 0.52 0.10 0.27 0.27 0.30 0.30 0.30 0.30 0.30 0.00 Sat Flow, veh/h 1810 5247 94 1810 5187 1610 1388 102 1590 685 889 1610 Grp Volume(v), veh/h 11 1103 601 65 3015 3 78 0 28 17 0 0 Grp Sat Flow(s),veh/h/ln 1810 1729 1883 1810 1729 1610 1490 0 1590 1574 0 1610 Q Serve(g_s), s 0.7 27.2 27.2 3.9 63.0 0.2 0.0 0.0 1.5 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.7 27.2 27.2 3.9 63.0 0.2 3.8 0.0 1.5 3.8 0.0 0.0 Prop In Lane 1.00 0.05 1.00 1.00 0.94 1.00 0.47 1.00
Lane Grp Cap(c), veh/h 23 1784 971 538 4252 1320 505 0 477 516 0 483 V/C Ratio(X) 0.48 0.62 0.62 0.12 0.71 0.00 0.15 0.00 0.06 0.03 0.00 0.00 Avail Cap(c_a), veh/h 75 1784 971 538 4252 1320 505 0 477 516 0 483 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.74 0.74 0.74 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 58.8 20.7 20.7 39.8 30.9 8.0 30.7 0.0 29.9 29.7 0.0 0.0 Incr Delay (d2), s/veh 5.5 1.6 3.0 0.0 0.8 0.0 0.6 0.0 0.2 0.1 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 0.4 10.2 11.5 1.7 29.0 0.0 1.8 0.0 0.6 0.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 64.4 22.3 23.6 39.8 31.6 8.0 31.4 0.0 30.2 29.8 0.0 0.0 LnGrp LOS E CCDCACACCAA
Approach Vol, veh/h 1715 3083 106 17
Approach Delay, s/veh 23.0 31.8 31.0 29.8
Approach LOS CCCC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 43.0 68.4 40.6 5.7 105.6 40.6
Change Period (Y+Rc), s 6.5 * 6.5 4.6 * 4.2 6.5 4.6
Max Green Setting (Gmax), s 6.8 * 62 36.0 * 5 63.7 36.0 Max Q Clear Time (g_c+I1), s 5.9 29.2 5.8 2.7 65.0 5.8
Green Ext Time (p_c), s 0.0 18.9 0.0 0.0 0.0 0.5
Intersection Summary
HCM 6th Ctrl Delay 28.7
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

6.1-2
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 05/23/2019
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 3
Lane Group EBL EBT WBL WBT NBL NBT Ø6
Lane Configurations
Traffic Volume (vph) 5 1594 2 2834 3 0
Future Volume (vph) 5 1594 2 2834 3 0
Turn Type Prot NA Prot NA Perm NA
Protected Phases 7438 26
Permitted Phases 2
Detector Phase 743822
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.2 23.5 9.2 23.5 14.6 14.6 14.6
Total Split (s) 10.0 95.0 10.0 95.0 15.0 15.0 15.0
Total Split (%) 8.3% 79.2% 8.3% 79.2% 12.5% 12.5% 13%
Yellow Time (s) 3.2 5.5 3.2 5.5 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.2 6.5 4.2 6.5 4.6
Lead/Lag Lead Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 81 (68%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 80
Control Type: Actuated-Coordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

6.1-3
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 05/23/2019
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 5 1594 5 2 2834 0303000
Future Volume (veh/h) 5 1594 5 2 2834 0303000
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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 5 1733 5 2 3080 0300000
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, % 000000000000
Cap, veh/h 12 3938 11 195 4451 0 71 0 0 0 15 0
Arrive On Green 0.01 1.00 1.00 0.11 0.86 0.00 0.01 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5340 15 1810 5358 0 1440 0 0 0 1900 0 Grp Volume(v), veh/h 5 1122 616 2 3080 0300000
Grp Sat Flow(s),veh/h/ln 1810 1729 1897 1810 1729 0 1440 0 0 0 1900 0 Q Serve(g_s), s 0.3 0.0 0.0 0.1 24.9 0.0 0.2 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.3 0.0 0.0 0.1 24.9 0.0 0.2 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.01 1.00 0.00 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 12 2550 1399 195 4451 0 71 0 0 0 15 0 V/C Ratio(X) 0.43 0.44 0.44 0.01 0.69 0.00 0.04 0.00 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 87 2550 1399 195 4451 0 185 0 0 0 165 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.77 0.77 0.77 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 59.0 0.0 0.0 47.8 3.0 0.0 59.2 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 7.1 0.4 0.8 0.0 0.9 0.0 0.2 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.2 0.3 0.1 2.3 0.0 0.1 0.0 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 66.1 0.4 0.8 47.8 3.9 0.0 59.4 0.0 0.0 0.0 0.0 0.0 LnGrp LOS E A A D AAEAAAAA
Approach Vol, veh/h 1743 3082 3 0
Approach Delay, s/veh 0.7 3.9 59.4 0.0
Approach LOS A A E
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 5.6 19.4 95.0 5.6 5.0 109.5
Change Period (Y+Rc), s 4.6 6.5 * 6.5 4.6 * 4.2 6.5
Max Green Setting (Gmax), s 10.4 5.8 * 89 10.4 * 5.8 88.5 Max Q Clear Time (g_c+I1), s 2.2 2.1 2.0 0.0 2.3 26.9
Green Ext Time (p_c), s 0.0 0.0 29.1 0.0 0.0 57.1
Intersection Summary
HCM 6th Ctrl Delay 2.8
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

6.1-4
HCM 6th TWSC Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 05/23/2019
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 5
Intersection
Int Delay, s/veh 0.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1590 8 13 2834 3 15
Future Vol, veh/h 1590 8 13 2834 3 15
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 155 - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 1728 9 14 3080 3 16

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1737 0 2993 869
Stage 1 - - - - 1733 -
Stage 2 - - - - 1260 -
Critical Hdwy - - 5.3 - 5.7 7.1
Critical Hdwy Stg 1 - - - - 6.6 -
Critical Hdwy Stg 2 - - - - 6 -
Follow-up Hdwy - - 3.1 - 3.8 3.9
Pot Cap-1 Maneuver - - 174 - 27 257
Stage 1 - - - - 86 -
Stage 2 - - - - 210 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 174 - 25 257
Mov Cap-2 Maneuver - - - - 25 -
Stage 1 - - - - 86 -
Stage 2 - - - - 193 -

Approach EB WB NB
HCM Control Delay, s 0 0.1 44.9

HCM LOS E

Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT
Capacity (veh/h) 25 257 - - 174 -
HCM Lane V/C Ratio 0.13 0.063 - - 0.081 -
HCM Control Delay (s) 169.5 20 - - 27.5 -
HCM Lane LOS F C - - D -
HCM 95th %tile Q(veh) 0.4 0.2 - - 0.3 -

6.1-5
Timings Sycamore Hills Distribution Center TIA (JN 12014) 5: Alessandro Bl. & San Gorgonio Dr. 05/23/2019
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 6
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBR
Lane Configurations
Traffic Volume (vph) 12 1575 116 2981 38 12 45 22 15
Future Volume (vph) 12 1575 116 2981 38 12 45 22 15
Turn Type Prot NA Prot NA Perm Prot Perm Prot Perm
Protected Phases 5216 3 7
Permitted Phases 6 8 4
Detector Phase 521663874
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 16.5 9.6 30.5 30.5 9.6 26.6 9.6 14.6 Total Split (s) 9.6 63.2 20.4 74.0 74.0 9.6 26.8 9.6 26.8 Total Split (%) 8.0% 52.7% 17.0% 61.7% 61.7% 8.0% 22.3% 8.0% 22.3% Yellow Time (s) 3.6 5.5 3.6 5.5 5.5 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.5 4.6 6.5 6.5 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None C-Max None None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 77.1 (64%), Referenced to phase 2:EBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Splits and Phases: 5: Alessandro Bl. & San Gorgonio Dr.

6.1-6
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 5: Alessandro Bl. & San Gorgonio Dr. 05/23/2019
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 12 1575 32 116 2981 38 12 0 45 22 0 15 Future Volume (veh/h) 12 1575 32 116 2981 38 12 0 45 22 0 15 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 13 1712 35 126 3240 38 13 0 49 24 0 0 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, % 000000000000
Cap, veh/h 27 3358 69 154 3693 1146 27 142 120 53 170
Arrive On Green 0.01 0.64 0.64 0.08 0.71 0.71 0.01 0.00 0.07 0.03 0.00 0.00 Sat Flow, veh/h 1810 5232 107 1810 5187 1609 1810 1900 1610 1810 1900 1610 Grp Volume(v), veh/h 13 1131 616 126 3240 38 13 0 49 24 0 0 Grp Sat Flow(s),veh/h/ln 1810 1729 1881 1810 1729 1609 1810 1900 1610 1810 1900 1610 Q Serve(g_s), s 0.9 20.9 20.9 8.2 57.5 0.8 0.9 0.0 3.5 1.6 0.0 0.0 Cycle Q Clear(g_c), s 0.9 20.9 20.9 8.2 57.5 0.8 0.9 0.0 3.5 1.6 0.0 0.0 Prop In Lane 1.00 0.06 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 27 2219 1207 154 3693 1146 27 142 120 53 170 V/C Ratio(X) 0.49 0.51 0.51 0.82 0.88 0.03 0.49 0.00 0.41 0.45 0.00 Avail Cap(c_a), veh/h 75 2219 1207 238 3693 1146 75 352 298 75 352 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 0.09 0.09 0.09 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 58.7 11.4 11.4 54.0 13.3 5.1 58.7 0.0 53.0 57.3 0.0 0.0 Incr Delay (d2), s/veh 5.1 0.8 1.5 1.2 0.3 0.0 13.3 0.0 2.2 5.8 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 6.9 7.8 3.6 16.2 0.3 0.5 0.0 1.5 0.8 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.8 12.3 13.0 55.2 13.5 5.1 72.0 0.0 55.2 63.1 0.0 0.0 LnGrp LOS EBBEBAEAEEA
Approach Vol, veh/h 1760 3404 62 24 A
Approach Delay, s/veh 12.9 15.0 58.7 63.1
Approach LOS BBEE
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 14.8 83.5 6.4 15.3 6.4 91.9 8.1 13.6 Change Period (Y+Rc), s 4.6 6.5 4.6 4.6 4.6 6.5 4.6 4.6 Max Green Setting (Gmax), s 15.8 56.7 5.0 22.2 5.0 67.5 5.0 22.2 Max Q Clear Time (g_c+I1), s 10.2 22.9 2.9 0.0 2.9 59.5 3.6 5.5 Green Ext Time (p_c), s 0.1 19.9 0.0 0.0 0.0 7.9 0.0 0.1 Intersection Summary
HCM 6th Ctrl Delay 15.0
HCM 6th LOS B
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

6.1-7
Timings Sycamore Hills Distribution Center TIA (JN 12014) 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl. 05/23/2019 Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 8
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 154 1159 321 243 2375 565 589 771 93 132 176 124 Future Volume (vph) 154 1159 321 243 2375 565 589 771 93 132 176 124 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Perm Protected Phases 5 2 1 6 38174
Permitted Phases 2684
Detector Phase 522166381744
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 Minimum Split (s) 8.7 43.5 43.5 8.7 43.5 43.5 8.7 15.8 8.7 8.7 49.8 49.8 Total Split (s) 10.0 46.0 46.0 10.4 46.4 46.4 12.8 49.8 10.4 13.8 50.8 50.8 Total Split (%) 8.3% 38.3% 38.3% 8.7% 38.7% 38.7% 10.7% 41.5% 8.7% 11.5% 42.3% 42.3% Yellow Time (s) 3.2 5.5 5.5 3.2 5.5 5.5 3.2 4.8 3.2 3.2 4.8 4.8 All-Red Time (s) 0.5 1.0 1.0 0.5 1.0 1.0 0.5 1.0 0.5 0.5 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.7 6.5 6.5 3.7 6.5 6.5 3.7 5.8 3.7 3.7 5.8 5.8 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 4 (3%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 115
Control Type: Actuated-Coordinated
Splits and Phases: 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl.

6.1-8
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl. 05/23/2019 Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 154 1159 321 243 2375 565 589 771 93 132 176 124 Future Volume (veh/h) 154 1159 321 243 2375 565 589 771 93 132 176 124 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 162 1220 338 256 2500 595 620 812 98 139 185 131 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 000000000000
Cap, veh/h 95 2354 731 196 2371 735 266 977 925 195 904 403 Arrive On Green 0.02 0.15 0.15 0.06 0.46 0.46 0.08 0.27 0.27 0.06 0.25 0.25 Sat Flow, veh/h 1810 5187 1610 3510 5187 1609 3510 3610 2834 3510 3610 1610 Grp Volume(v), veh/h 162 1220 338 256 2500 595 620 812 98 139 185 131 Grp Sat Flow(s),veh/h/ln 1810 1729 1610 1755 1729 1609 1755 1805 1417 1755 1805 1610 Q Serve(g_s), s 6.3 26.0 23.0 6.7 54.8 38.2 9.1 25.4 2.9 4.7 4.9 8.0 Cycle Q Clear(g_c), s 6.3 26.0 23.0 6.7 54.8 38.2 9.1 25.4 2.9 4.7 4.9 8.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 95 2354 731 196 2371 735 266 977 925 195 904 403 V/C Ratio(X) 1.71 0.52 0.46 1.31 1.05 0.81 2.33 0.83 0.11 0.71 0.20 0.32 Avail Cap(c_a), veh/h 95 2354 731 196 2371 735 266 1324 1197 295 1354 604 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.84 0.84 0.84 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 59.0 38.9 37.7 56.7 32.6 28.1 55.5 41.2 28.2 55.7 35.5 36.7 Incr Delay (d2), s/veh 352.1 0.7 1.8 169.6 34.8 9.3 609.7 3.4 0.0 1.8 0.1 0.5 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 12.2 12.1 10.2 7.5 28.8 15.6 26.5 11.3 1.0 2.1 2.1 3.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 411.0 39.6 39.4 226.2 67.4 37.4 665.1 44.6 28.2 57.5 35.6 37.2 LnGrp LOS F D D F F D F D C E D D
Approach Vol, veh/h 1720 3351 1530 455
Approach Delay, s/veh 74.6 74.2 295.0 42.8
Approach LOS E E F D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.4 60.9 12.8 35.9 10.0 61.3 10.4 38.3 Change Period (Y+Rc), s 3.7 6.5 3.7 5.8 3.7 6.5 3.7 5.8 Max Green Setting (Gmax), s 6.7 39.5 9.1 45.0 6.3 39.9 10.1 44.0 Max Q Clear Time (g_c+I1), s 8.7 28.0 11.1 10.0 8.3 56.8 6.7 27.4 Green Ext Time (p_c), s 0.0 8.2 0.0 1.5 0.0 0.0 0.1 5.1 Intersection Summary
HCM 6th Ctrl Delay 120.2
HCM 6th LOS F

6.1-9
Timings Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/22/2019
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBT WBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 931 2816 284 0 471
Future Volume (vph) 931 2816 284 0 471
Turn Type NA NA Split NA Perm
Protected Phases 2644
Permitted Phases 4
Detector Phase 26444
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.5 34.5 10.0 10.0 10.0
Total Split (s) 63.0 63.0 22.0 22.0 22.0
Total Split (%) 74.1% 74.1% 25.9% 25.9% 25.9%
Yellow Time (s) 4.5 4.5 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.5 5.5 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode C-Max C-Max None None None
Intersection Summary
Cycle Length: 85
Actuated Cycle Length: 85
Offset: 9 (11%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 75
Control Type: Actuated-Coordinated
Splits and Phases: 7: I-215 SB Ramps & Alessandro Bl.

6.1-10
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/22/2019
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 931 392 0 2816 220 0 0 0 284 0 471 Future Volume (veh/h) 0 931 392 0 2816 220 0 0 0 284 0 471 Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1900 1900 0 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 0 960 375 0 2903 227 195 0 546
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 000000 000
Cap, veh/h 0 2491 972 0 3356 255 349 0 620
Arrive On Green 0.00 0.68 0.68 0.00 1.00 1.00 0.19 0.00 0.19 Sat Flow, veh/h 0 3814 1422 0 5079 373 1810 0 3215
Grp Volume(v), veh/h 0 911 424 0 2020 1110 195 0 546
Grp Sat Flow(s),veh/h/ln 0 1729 1607 0 1729 1823 1810 0 1608 Q Serve(g_s), s 0.0 9.6 9.6 0.0 0.0 0.0 8.3 0.0 14.0
Cycle Q Clear(g_c), s 0.0 9.6 9.6 0.0 0.0 0.0 8.3 0.0 14.0 Prop In Lane 0.00 0.88 0.00 0.20 1.00 1.00
Lane Grp Cap(c), veh/h 0 2364 1099 0 2364 1247 349 0 620 V/C Ratio(X) 0.00 0.39 0.39 0.00 0.85 0.89 0.56 0.00 0.88 Avail Cap(c_a), veh/h 0 2364 1099 0 2364 1247 362 0 643 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 0.28 0.28 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 5.8 5.8 0.0 0.0 0.0 31.0 0.0 33.4 Incr Delay (d2), s/veh 0.0 0.5 1.0 0.0 1.2 3.1 1.8 0.0 13.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 2.3 2.3 0.0 0.4 1.1 3.6 0.0 6.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 6.2 6.8 0.0 1.2 3.1 32.8 0.0 46.6 LnGrp LOS AAAAAA CAD
Approach Vol, veh/h 1335 3130 741
Approach Delay, s/veh 6.4 1.9 43.0
Approach LOS A A D
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 63.6 21.4 63.6
Change Period (Y+Rc), s 5.5 5.0 5.5
Max Green Setting (Gmax), s 57.5 17.0 57.5
Max Q Clear Time (g_c+I1), s 11.6 16.0 2.0
Green Ext Time (p_c), s 10.5 0.3 44.4
Intersection Summary
HCM 6th Ctrl Delay 8.9
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

6.1-11
Timings Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/22/2019
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 102 1149 1840 191 1092 4 245
Future Volume (vph) 102 1149 1840 191 1092 4 245
Turn Type Prot NA NA Perm Split NA Perm
Protected Phases 5 2 6 8 8
Permitted Phases 6 8
Detector Phase 5266888
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 10.5 33.5 33.5 10.0 10.0 10.0
Total Split (s) 10.0 49.0 39.0 39.0 36.0 36.0 36.0
Total Split (%) 11.8% 57.6% 45.9% 45.9% 42.4% 42.4% 42.4% Yellow Time (s) 3.5 4.5 4.5 4.5 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 5.5 5.5 5.5 5.0 5.0 5.0
Lead/Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None C-Max C-Max C-Max Max Max Max
Intersection Summary
Cycle Length: 85
Actuated Cycle Length: 85
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 8: I-215 NB Ramps & Alessandro Bl.

6.1-12
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/22/2019
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 102 1149 0 0 1840 191 1092 4 245 0 0 0 Future Volume (veh/h) 102 1149 0 0 1840 191 1092 4 245 0 0 0 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 0 0 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 104 1172 0 0 1878 175 1174 0 127
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 000000000
Cap, veh/h 423 3592 0 0 2044 620 1320 0 587
Arrive On Green 0.47 1.00 0.00 0.00 0.39 0.39 0.36 0.00 0.36 Sat Flow, veh/h 1810 5358 0 0 5358 1573 3619 0 1610
Grp Volume(v), veh/h 104 1172 0 0 1878 175 1174 0 127
Grp Sat Flow(s),veh/h/ln 1810 1729 0 0 1729 1573 1810 0 1610 Q Serve(g_s), s 2.9 0.0 0.0 0.0 29.2 6.4 25.9 0.0 4.6
Cycle Q Clear(g_c), s 2.9 0.0 0.0 0.0 29.2 6.4 25.9 0.0 4.6 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 423 3592 0 0 2044 620 1320 0 587 V/C Ratio(X) 0.25 0.33 0.00 0.00 0.92 0.28 0.89 0.00 0.22 Avail Cap(c_a), veh/h 423 3592 0 0 2044 620 1320 0 587
HCM Platoon Ratio 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.89 0.89 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 18.1 0.0 0.0 0.0 24.5 17.6 25.4 0.0 18.6 Incr Delay (d2), s/veh 0.2 0.2 0.0 0.0 8.1 1.1 9.3 0.0 0.8 Initial Q Delay(d3),s/veh 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 0.1 0.0 0.0 11.6 2.2 11.6 0.0 1.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 18.3 0.2 0.0 0.0 32.6 18.7 34.6 0.0 19.5 LnGrp LOS BAAACBCAB
Approach Vol, veh/h 1276 2053 1301
Approach Delay, s/veh 1.7 31.4 33.2
Approach LOS A C C
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 64.4 25.4 39.0 36.0
Change Period (Y+Rc), s 5.5 5.5 * 5.5 5.0
Max Green Setting (Gmax), s 43.5 5.5 * 34 31.0
Max Q Clear Time (g_c+I1), s 2.0 4.9 31.2 27.9
Green Ext Time (p_c), s 8.9 0.0 2.0 1.7
Intersection Summary
HCM 6th Ctrl Delay 23.7
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

6.1-13
Timings Sycamore Hills Distribution Center TIA (JN 12014) 2: Barton St. & Alessandro Bl. 05/23/2019
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 6 2639 67 2251 15 64 5 47 14 5 13
Future Volume (vph) 6 2639 67 2251 15 64 5 47 14 5 13
Turn Type Prot NA Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 5216 8 4
Permitted Phases 6 8 8 4 4
Detector Phase 52166888444
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.2 28.5 11.0 28.5 28.5 40.6 40.6 40.6 26.6 26.6 26.6 Total Split (s) 9.2 68.4 11.0 70.2 70.2 40.6 40.6 40.6 40.6 40.6 40.6 Total Split (%) 7.7% 57.0% 9.2% 58.5% 58.5% 33.8% 33.8% 33.8% 33.8% 33.8% 33.8% Yellow Time (s) 3.2 5.5 3.2 5.5 5.5 3.6 3.6 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.2 6.5 4.2 6.5 6.5 4.6 4.6 4.6 4.6 Lead/Lag Lead Lead Lag Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None C-Max None C-Max C-Max Max Max Max Max Max Max Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 71 (59%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 115
Control Type: Actuated-Coordinated
Splits and Phases: 2: Barton St. & Alessandro Bl.

6.1-14
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 2: Barton St. & Alessandro Bl. 05/23/2019
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 6 2639 46 67 2251 15 64 5 47 14 5 13 Future Volume (veh/h) 6 2639 46 67 2251 15 64 5 47 14 5 13 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 6 2778 46 71 2369 16 67 5 27 15 5 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 000000000000
Cap, veh/h 14 2711 45 624 4523 1404 58 2 482 53 11 477
Arrive On Green 0.01 0.52 0.52 0.23 0.58 0.58 0.30 0.30 0.30 0.30 0.30 0.30 Sat Flow, veh/h 1810 5256 87 1810 5187 1610 0 8 1605 0 35 1590 Grp Volume(v), veh/h 6 1823 1001 71 2369 16 72 0 27 20 0 1 Grp Sat Flow(s),veh/h/ln 1810 1729 1884 1810 1729 1610 8 0 1605 35 0 1590 Q Serve(g_s), s 0.4 61.9 61.9 3.7 32.8 0.5 0.0 0.0 1.4 0.0 0.0 0.1 Cycle Q Clear(g_c), s 0.4 61.9 61.9 3.7 32.8 0.5 36.0 0.0 1.4 36.0 0.0 0.1 Prop In Lane 1.00 0.05 1.00 1.00 0.93 1.00 0.75 1.00
Lane Grp Cap(c), veh/h 14 1784 972 624 4523 1404 60 0 482 63 0 477 V/C Ratio(X) 0.44 1.02 1.03 0.11 0.52 0.01 1.19 0.00 0.06 0.32 0.00 0.00 Avail Cap(c_a), veh/h 75 1784 972 624 4523 1404 60 0 482 63 0 477 HCM Platoon Ratio 1.00 1.00 1.00 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.83 0.83 0.83 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 59.3 29.0 29.1 31.7 10.0 3.3 58.6 0.0 29.9 41.2 0.0 29.4 Incr Delay (d2), s/veh 8.0 27.1 36.7 0.0 0.4 0.0 177.7 0.0 0.2 12.7 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 0.2 29.1 34.2 1.6 12.9 0.0 4.8 0.0 0.6 0.8 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.3 56.1 65.7 31.7 10.4 3.3 236.3 0.0 30.1 53.9 0.0 29.4 LnGrp LOS E F F C B A F A C D A C
Approach Vol, veh/h 2830 2456 99 21
Approach Delay, s/veh 59.6 10.9 180.0 52.7
Approach LOS E B F D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 48.5 68.4 40.6 5.1 111.8 40.6
Change Period (Y+Rc), s 6.5 * 6.5 4.6 * 4.2 6.5 4.6
Max Green Setting (Gmax), s 6.8 * 62 36.0 * 5 63.7 36.0 Max Q Clear Time (g_c+I1), s 5.7 63.9 38.0 2.4 34.8 38.0 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 24.6 0.0
Intersection Summary
HCM 6th Ctrl Delay 39.7
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

6.1-15
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 05/23/2019
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 3
Lane Group EBL EBT WBL WBT NBL NBT Ø6
Lane Configurations
Traffic Volume (vph) 3 2668 3 2403 5 0
Future Volume (vph) 3 2668 3 2403 5 0
Turn Type Prot NA Prot NA Perm NA
Protected Phases 7438 26
Permitted Phases 2
Detector Phase 743822
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.2 23.5 9.2 23.5 14.6 14.6 14.6
Total Split (s) 10.0 95.0 10.0 95.0 15.0 15.0 15.0
Total Split (%) 8.3% 79.2% 8.3% 79.2% 12.5% 12.5% 13%
Yellow Time (s) 3.2 5.5 3.2 5.5 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.2 6.5 4.2 6.5 4.6
Lead/Lag Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 79 (66%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 75
Control Type: Actuated-Coordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

6.1-16
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 05/23/2019
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 2668 1 3 2403 0502000
Future Volume (veh/h) 3 2668 1 3 2403 0502000
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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 3 2900 1 3 2612 0500000
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, % 000000000000
Cap, veh/h 221 3950 1 221 3825 0 78 0 0 0 24 0
Arrive On Green 0.24 1.00 1.00 0.12 0.74 0.00 0.01 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5356 2 1810 5358 0 1440 0 0 0 1900 0 Grp Volume(v), veh/h 3 1872 1029 3 2612 0500000
Grp Sat Flow(s),veh/h/ln 1810 1729 1900 1810 1729 0 1440 0 0 0 1900 0 Q Serve(g_s), s 0.2 0.0 0.0 0.2 32.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.2 0.0 0.0 0.2 32.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 221 2550 1401 221 3825 0 78 0 0 0 24 0 V/C Ratio(X) 0.01 0.73 0.73 0.01 0.68 0.00 0.06 0.00 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 221 2550 1401 221 3825 0 185 0 0 0 165 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.09 0.09 0.09 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 39.9 0.0 0.0 46.3 8.3 0.0 58.7 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.2 0.3 0.0 1.0 0.0 0.3 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.1 0.1 0.1 8.7 0.0 0.2 0.0 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.9 0.2 0.3 46.3 9.3 0.0 59.0 0.0 0.0 0.0 0.0 0.0 LnGrp LOS D A A D AAEAAAAA
Approach Vol, veh/h 2904 2615 5 0
Approach Delay, s/veh 0.3 9.4 59.0 0.0
Approach LOS A A E
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 6.1 18.9 95.0 6.1 18.9 95.0
Change Period (Y+Rc), s 4.6 4.2 * 6.5 4.6 4.2 * 6.5
Max Green Setting (Gmax), s 10.4 5.8 * 89 10.4 5.8 * 89 Max Q Clear Time (g_c+I1), s 2.4 2.2 2.0 0.0 2.2 34.0
Green Ext Time (p_c), s 0.0 0.0 71.8 0.0 0.0 45.5
Intersection Summary
HCM 6th Ctrl Delay 4.6
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

6.1-17
HCM 6th TWSC Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 05/23/2019
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 5
Intersection
Int Delay, s/veh 1.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 2659 13 25 2398 2 10
Future Vol, veh/h 2659 13 25 2398 2 10
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 155 - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 2890 14 27 2607 2 11

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 2904 0 3994 1452
Stage 1 - - - - 2897 -
Stage 2 - - - - 1097 -
Critical Hdwy - - 5.3 - 5.7 7.1
Critical Hdwy Stg 1 - - - - 6.6 -
Critical Hdwy Stg 2 - - - - 6 -
Follow-up Hdwy - - 3.1 - 3.8 3.9
Pot Cap-1 Maneuver - - 44 - 7 105
Stage 1 - - - - 15 -
Stage 2 - - - - 257 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 44 - 3 105
Mov Cap-2 Maneuver - - - - 3 -
Stage 1 - - - - 15 -
Stage 2 - - - - 99 -

Approach EB WB NB
HCM Control Delay, s 0 1.8 $ 331.3

HCM LOS F

Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT
Capacity (veh/h) 3 105 - - 44 -
HCM Lane V/C Ratio 0.725 0.104 - - 0.618 -
HCM Control Delay (s) $ 1771.6 43.2 - - 174.4 -
HCM Lane LOS F E - - F -
HCM 95th %tile Q(veh) 0.9 0.3 - - 2.3 -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

6.1-18
Timings Sycamore Hills Distribution Center TIA (JN 12014) 5: Alessandro Bl. & San Gorgonio Dr. 05/23/2019
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 6
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBR
Lane Configurations
Traffic Volume (vph) 15 2779 66 2422 22 33 123 29 17
Future Volume (vph) 15 2779 66 2422 22 33 123 29 17
Turn Type Prot NA Prot NA Perm Prot Perm Prot Perm
Protected Phases 5216 3 7
Permitted Phases 6 8 4
Detector Phase 521663874
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 16.5 9.6 30.5 30.5 9.6 26.6 9.6 14.6 Total Split (s) 9.6 73.0 10.2 73.6 73.6 11.2 27.2 9.6 25.6 Total Split (%) 8.0% 60.8% 8.5% 61.3% 61.3% 9.3% 22.7% 8.0% 21.3% Yellow Time (s) 3.6 5.5 3.6 5.5 5.5 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.5 4.6 6.5 6.5 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None C-Max None None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 76.7 (64%), Referenced to phase 2:EBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Splits and Phases: 5: Alessandro Bl. & San Gorgonio Dr.

6.1-19
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 5: Alessandro Bl. & San Gorgonio Dr. 05/23/2019
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 15 2779 18 66 2422 22 33 0 123 29 0 17 Future Volume (veh/h) 15 2779 18 66 2422 22 33 0 123 29 0 17 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 16 3054 20 72 2662 23 36 0 134 32 0 0 Peak Hour Factor 0.91 0.91 0.92 0.92 0.91 0.91 0.92 0.92 0.92 0.91 0.92 0.91 Percent Heavy Veh, % 000000000000
Cap, veh/h 31 3438 22 84 3507 1065 53 190 161 68 206
Arrive On Green 0.02 0.65 0.65 0.05 0.68 0.68 0.03 0.00 0.10 0.04 0.00 0.00 Sat Flow, veh/h 1810 5317 35 1810 5187 1575 1810 1900 1610 1810 1900 1610 Grp Volume(v), veh/h 16 1984 1090 72 2662 23 36 0 134 32 0 0 Grp Sat Flow(s),veh/h/ln 1810 1729 1894 1810 1729 1575 1810 1900 1610 1810 1900 1610 Q Serve(g_s), s 1.1 57.1 57.5 4.7 41.0 0.6 2.4 0.0 9.8 2.1 0.0 0.0 Cycle Q Clear(g_c), s 1.1 57.1 57.5 4.7 41.0 0.6 2.4 0.0 9.8 2.1 0.0 0.0 Prop In Lane 1.00 0.02 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 31 2236 1224 84 3507 1065 53 190 161 68 206 V/C Ratio(X) 0.51 0.89 0.89 0.85 0.76 0.02 0.68 0.00 0.83 0.47 0.00 Avail Cap(c_a), veh/h 75 2236 1224 84 3507 1065 100 358 303 75 333 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 0.09 0.09 0.09 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 58.5 17.6 17.7 56.8 12.9 6.4 57.7 0.0 53.0 56.6 0.0 0.0 Incr Delay (d2), s/veh 4.8 5.7 9.9 7.7 0.1 0.0 14.5 0.0 10.4 5.1 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 19.9 23.4 2.3 12.4 0.2 1.3 0.0 4.5 1.1 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.3 23.3 27.6 64.4 13.0 6.4 72.2 0.0 63.4 61.7 0.0 0.0 LnGrp LOS E C C EBAEAEEA
Approach Vol, veh/h 3090 2757 170 32 A
Approach Delay, s/veh 25.0 14.3 65.2 61.7
Approach LOS C B E E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.2 84.1 8.1 17.6 6.7 87.6 9.1 16.6 Change Period (Y+Rc), s 4.6 6.5 4.6 4.6 4.6 6.5 4.6 4.6 Max Green Setting (Gmax), s 5.6 66.5 6.6 21.0 5.0 67.1 5.0 22.6 Max Q Clear Time (g_c+I1), s 6.7 59.5 4.4 0.0 3.1 43.0 4.1 11.8 Green Ext Time (p_c), s 0.0 6.9 0.0 0.0 0.0 22.3 0.0 0.3 Intersection Summary
HCM 6th Ctrl Delay 21.5
HCM 6th LOS C
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

6.1-20
Timings Sycamore Hills Distribution Center TIA (JN 12014) 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl. 05/23/2019 Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 8
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 160 1996 589 212 1690 158 474 398 240 205 758 336 Future Volume (vph) 160 1996 589 212 1690 158 474 398 240 205 758 336 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Perm Protected Phases 5 2 1 6 38174
Permitted Phases 2684
Detector Phase 522166381744
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 Minimum Split (s) 8.7 43.5 43.5 8.7 43.5 43.5 8.7 15.8 8.7 8.7 49.8 49.8 Total Split (s) 12.0 46.0 46.0 10.0 44.0 44.0 12.0 52.0 10.0 12.0 52.0 52.0 Total Split (%) 10.0% 38.3% 38.3% 8.3% 36.7% 36.7% 10.0% 43.3% 8.3% 10.0% 43.3% 43.3% Yellow Time (s) 3.2 5.5 5.5 3.2 5.5 5.5 3.2 4.8 3.2 3.2 4.8 4.8 All-Red Time (s) 0.5 1.0 1.0 0.5 1.0 1.0 0.5 1.0 0.5 0.5 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.7 6.5 6.5 3.7 6.5 6.5 3.7 5.8 3.7 3.7 5.8 5.8 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None Max None None Max Max Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 11 (9%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 115
Control Type: Actuated-Coordinated
Splits and Phases: 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl.

6.1-21
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl. 05/23/2019 Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 160 1996 589 212 1690 158 474 398 240 205 758 336 Future Volume (veh/h) 160 1996 589 212 1690 158 474 398 240 205 758 336 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 178 2218 654 236 1878 176 527 442 267 228 842 373 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 000000000000
Cap, veh/h 2128 7569 2350 184 1621 503 243 1453 1289 243 1390 620 Arrive On Green 0.39 0.48 0.48 0.05 0.31 0.31 0.07 0.40 0.40 0.07 0.38 0.38 Sat Flow, veh/h 1810 5187 1610 3510 5187 1610 3510 3610 2834 3510 3610 1610 Grp Volume(v), veh/h 178 2218 654 236 1878 176 527 442 267 228 842 373 Grp Sat Flow(s),veh/h/ln 1810 1729 1610 1755 1729 1610 1755 1805 1417 1755 1805 1610 Q Serve(g_s), s 0.0 0.0 0.0 6.3 37.5 24.8 8.3 10.0 6.8 7.8 22.4 22.3 Cycle Q Clear(g_c), s 0.0 0.0 0.0 6.3 37.5 24.8 8.3 10.0 6.8 7.8 22.4 22.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 2128 7569 2350 184 1621 503 243 1453 1289 243 1390 620 V/C Ratio(X) 0.08 0.29 0.28 1.28 1.16 0.35 2.17 0.30 0.21 0.94 0.61 0.60 Avail Cap(c_a), veh/h 2128 7569 2350 184 1621 503 243 1453 1289 243 1390 620 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.29 0.29 0.29 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 56.8 41.2 190.3 55.8 24.4 19.7 55.6 29.6 29.5 Incr Delay (d2), s/veh 0.0 0.0 0.1 161.2 78.7 1.9 540.1 0.5 0.4 40.8 2.0 4.3 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 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.1 6.8 27.0 10.6 21.8 4.2 2.2 4.7 9.7 9.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 0.1 218.0 120.0 192.3 596.0 24.9 20.0 96.4 31.6 33.8 LnGrp LOS A A A FFFFCCFCC
Approach Vol, veh/h 3050 2290 1236 1443
Approach Delay, s/veh 0.0 135.6 267.4 42.4
Approach LOS A F F D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 183.7 14.1 52.0 149.7 44.0 12.0 54.1 Change Period (Y+Rc), s 3.7 6.5 5.8 * 5.8 6.5 * 6.5 3.7 5.8 Max Green Setting (Gmax), s 6.3 39.5 8.3 * 46 8.3 * 38 8.3 46.2 Max Q Clear Time (g_c+I1), s 8.3 2.0 10.3 24.4 2.0 39.5 9.8 12.0 Green Ext Time (p_c), s 0.0 33.2 0.0 6.9 0.1 0.0 0.0 4.0 Intersection Summary
HCM 6th Ctrl Delay 87.6
HCM 6th LOS F
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

6.1-22
Timings Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/22/2019
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBT WBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 1894 1668 281 0 450
Future Volume (vph) 1894 1668 281 0 450
Turn Type NA NA Split NA Perm
Protected Phases 2644
Permitted Phases 4
Detector Phase 26444
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.5 34.5 10.0 10.0 10.0
Total Split (s) 58.0 58.0 27.0 27.0 27.0
Total Split (%) 68.2% 68.2% 31.8% 31.8% 31.8%
Yellow Time (s) 4.5 4.5 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.5 5.5 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode C-Max C-Max None None None
Intersection Summary
Cycle Length: 85
Actuated Cycle Length: 85
Offset: 33 (39%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 50
Control Type: Actuated-Coordinated
Splits and Phases: 7: I-215 SB Ramps & Alessandro Bl.

6.1-23
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/22/2019
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1894 549 0 1668 153 0 0 0 281 0 450 Future Volume (veh/h) 0 1894 549 0 1668 153 0 0 0 281 0 450 Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1900 1900 0 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 0 2015 547 0 1774 161 427 0 237
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000 000
Cap, veh/h 0 2837 728 0 3349 303 663 0 295
Arrive On Green 0.00 0.69 0.69 0.00 0.69 0.69 0.18 0.00 0.18 Sat Flow, veh/h 0 4263 1050 0 5002 437 3619 0 1608
Grp Volume(v), veh/h 0 1685 877 0 1268 667 427 0 237
Grp Sat Flow(s),veh/h/ln 0 1729 1683 0 1729 1810 1810 0 1608 Q Serve(g_s), s 0.0 24.8 28.4 0.0 15.1 15.2 9.3 0.0 12.0 Cycle Q Clear(g_c), s 0.0 24.8 28.4 0.0 15.1 15.2 9.3 0.0 12.0 Prop In Lane 0.00 0.62 0.00 0.24 1.00 1.00
Lane Grp Cap(c), veh/h 0 2397 1167 0 2397 1255 663 0 295 V/C Ratio(X) 0.00 0.70 0.75 0.00 0.53 0.53 0.64 0.00 0.80 Avail Cap(c_a), veh/h 0 2397 1167 0 2397 1255 937 0 416 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 0.57 0.57 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 7.8 8.4 0.0 6.3 6.3 32.1 0.0 33.3 Incr Delay (d2), s/veh 0.0 1.8 4.5 0.0 0.5 0.9 1.1 0.0 7.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 5.9 7.4 0.0 3.4 3.7 3.9 0.0 5.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 9.6 12.8 0.0 6.8 7.3 33.2 0.0 40.8 LnGrp LOS AABAAA CAD
Approach Vol, veh/h 2562 1935 664
Approach Delay, s/veh 10.7 7.0 35.9
Approach LOS B A D
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 64.4 20.6 64.4
Change Period (Y+Rc), s 5.5 5.0 5.5
Max Green Setting (Gmax), s 52.5 22.0 52.5
Max Q Clear Time (g_c+I1), s 30.4 14.0 17.2
Green Ext Time (p_c), s 17.6 1.6 16.8
Intersection Summary
HCM 6th Ctrl Delay 12.5
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

6.1-24
Timings Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/22/2019
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 288 1825 1209 283 699 12 332
Future Volume (vph) 288 1825 1209 283 699 12 332
Turn Type Prot NA NA Perm Split NA Perm
Protected Phases 5 2 6 8 8
Permitted Phases 6 8
Detector Phase 5266888
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 10.5 33.5 33.5 10.0 10.0 10.0
Total Split (s) 23.0 52.0 33.5 33.5 33.0 33.0 33.0
Total Split (%) 25.7% 58.1% 37.4% 37.4% 36.9% 36.9% 36.9% Yellow Time (s) 3.5 4.5 4.5 4.5 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 5.5 5.5 5.5 5.0 5.0 5.0
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None C-Max C-Max C-Max Max Max Max
Intersection Summary
Cycle Length: 89.5
Actuated Cycle Length: 89.5
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 80
Control Type: Actuated-Coordinated
Splits and Phases: 8: I-215 NB Ramps & Alessandro Bl.

6.1-25
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/22/2019
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 288 1825 0 0 1209 283 699 12 332 0 0 0 Future Volume (veh/h) 288 1825 0 0 1209 283 699 12 332 0 0 0 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 0 0 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 306 1941 0 0 1286 185 807 0 128
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000000
Cap, veh/h 341 2968 0 0 1731 526 1126 0 501
Arrive On Green 0.19 0.57 0.00 0.00 0.33 0.33 0.31 0.00 0.31 Sat Flow, veh/h 1810 5358 0 0 5358 1576 3619 0 1610
Grp Volume(v), veh/h 306 1941 0 0 1286 185 807 0 128
Grp Sat Flow(s),veh/h/ln 1810 1729 0 0 1729 1576 1810 0 1610 Q Serve(g_s), s 14.9 23.0 0.0 0.0 19.8 8.0 17.8 0.0 5.4 Cycle Q Clear(g_c), s 14.9 23.0 0.0 0.0 19.8 8.0 17.8 0.0 5.4 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 341 2968 0 0 1731 526 1126 0 501 V/C Ratio(X) 0.90 0.65 0.00 0.00 0.74 0.35 0.72 0.00 0.26 Avail Cap(c_a), veh/h 372 2968 0 0 1731 526 1126 0 501
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.54 0.54 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 35.7 13.2 0.0 0.0 26.6 22.6 27.5 0.0 23.2 Incr Delay (d2), s/veh 13.5 0.6 0.0 0.0 2.9 1.8 3.9 0.0 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.3 7.1 0.0 0.0 7.7 2.9 7.7 0.0 2.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 49.1 13.8 0.0 0.0 29.5 24.5 31.4 0.0 24.4 LnGrp LOS D B A A C C C A C
Approach Vol, veh/h 2247 1471 935
Approach Delay, s/veh 18.6 28.9 30.5
Approach LOS B C C
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 57.0 21.5 35.5 33.0
Change Period (Y+Rc), s 5.5 4.5 5.5 5.0
Max Green Setting (Gmax), s 46.5 18.5 28.0 28.0
Max Q Clear Time (g_c+I1), s 25.0 16.9 21.8 19.8
Green Ext Time (p_c), s 13.5 0.1 4.0 2.4
Intersection Summary
HCM 6th Ctrl Delay 24.2
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

6.1-26
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
APPENDIX 6.2:

OPENING YEAR CUMULATIVE (2023) WITH PROJECT CONDITIONS INTERSECTION

OPERATIONS ANALYSIS WORKSHEETS
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
This Page Intentionally Left Blank

HCM 6th TWSC Sycamore Hills Distribution Center TIA (JN 12014) 1: Barton St. & Driveway 1 05/23/2019
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 1
Intersection
Int Delay, s/veh 1.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 6 0 2 19 0 6
Future Vol, veh/h 6 0 2 19 0 6
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
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, % 0 00000
Mvmt Flow 7 0 2 21 0 7
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 20 13 0 0 23 0
Stage 1 13 -----
Stage 2 7 -----
Critical Hdwy 6.4 6.2 - - 4.1 -
Critical Hdwy Stg 1 5.4 -----
Critical Hdwy Stg 2 5.4 -----
Follow-up Hdwy 3.5 3.3 - - 2.2 -
Pot Cap-1 Maneuver 1002 1073 - - 1605 -
Stage 1 1015 -----
Stage 2 1021 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1002 1073 - - 1605 -
Mov Cap-2 Maneuver 1002 -----
Stage 1 1015 -----
Stage 2 1021 -----
Approach WB NB SB
HCM Control Delay, s 8.6 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 1002 1605 -
HCM Lane V/C Ratio - - 0.007 - -
HCM Control Delay (s) - - 8.6 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0 0 -

6.2-1
Timings Sycamore Hills Distribution Center TIA (JN 12014) 2: Barton St. & Alessandro Bl. 05/23/2019
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 2
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 12 1561 60 2805 20 68 5 55 12 8 3
Future Volume (vph) 12 1561 60 2805 20 68 5 55 12 8 3
Turn Type Prot NA Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 5216 8 4
Permitted Phases 6 8 8 4 4
Detector Phase 52166888444
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.2 28.5 11.0 28.5 28.5 40.6 40.6 40.6 26.6 26.6 26.6 Total Split (s) 9.2 68.4 11.0 70.2 70.2 40.6 40.6 40.6 40.6 40.6 40.6 Total Split (%) 7.7% 57.0% 9.2% 58.5% 58.5% 33.8% 33.8% 33.8% 33.8% 33.8% 33.8% Yellow Time (s) 3.2 5.5 3.2 5.5 5.5 3.6 3.6 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.2 6.5 4.2 6.5 6.5 4.6 4.6 4.6 4.6 Lead/Lag Lead Lead Lag Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None C-Max None C-Max C-Max Max Max Max Max Max Max Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 88 (73%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 115
Control Type: Actuated-Coordinated
Splits and Phases: 2: Barton St. & Alessandro Bl.

6.2-2
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 2: Barton St. & Alessandro Bl. 05/23/2019
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 12 1561 28 60 2805 20 68 5 55 12 8 3 Future Volume (veh/h) 12 1561 28 60 2805 20 68 5 55 12 8 3 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 13 1678 30 65 3016 22 73 5 28 13 9 0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 000000000000
Cap, veh/h 27 2707 48 538 4242 1317 474 31 477 296 194 483 Arrive On Green 0.01 0.52 0.52 0.10 0.27 0.27 0.30 0.30 0.30 0.30 0.30 0.00 Sat Flow, veh/h 1810 5247 94 1810 5187 1610 1388 102 1590 829 647 1610 Grp Volume(v), veh/h 13 1106 602 65 3016 22 78 0 28 22 0 0 Grp Sat Flow(s),veh/h/ln 1810 1729 1883 1810 1729 1610 1490 0 1590 1476 0 1610 Q Serve(g_s), s 0.9 27.3 27.3 3.9 63.0 1.2 0.0 0.0 1.5 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.9 27.3 27.3 3.9 63.0 1.2 3.8 0.0 1.5 3.8 0.0 0.0 Prop In Lane 1.00 0.05 1.00 1.00 0.94 1.00 0.59 1.00
Lane Grp Cap(c), veh/h 27 1784 971 538 4242 1317 505 0 477 491 0 483 V/C Ratio(X) 0.49 0.62 0.62 0.12 0.71 0.02 0.15 0.00 0.06 0.04 0.00 0.00 Avail Cap(c_a), veh/h 75 1784 971 538 4242 1317 505 0 477 491 0 483 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.74 0.74 0.74 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 58.7 20.7 20.7 39.8 31.0 8.4 30.7 0.0 29.9 29.8 0.0 0.0 Incr Delay (d2), s/veh 5.1 1.6 3.0 0.0 0.8 0.0 0.6 0.0 0.2 0.2 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/ln 0.4 10.3 11.5 1.7 29.0 0.2 1.8 0.0 0.6 0.5 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.8 22.3 23.7 39.8 31.8 8.4 31.4 0.0 30.2 29.9 0.0 0.0 LnGrp LOS E CCDCACACCAA
Approach Vol, veh/h 1721 3103 106 22
Approach Delay, s/veh 23.1 31.8 31.0 29.9
Approach LOS CCCC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 43.0 68.4 40.6 6.0 105.4 40.6
Change Period (Y+Rc), s 6.5 * 6.5 4.6 * 4.2 6.5 4.6
Max Green Setting (Gmax), s 6.8 * 62 36.0 * 5 63.7 36.0 Max Q Clear Time (g_c+I1), s 5.9 29.3 5.8 2.9 65.0 5.8
Green Ext Time (p_c), s 0.0 19.0 0.1 0.0 0.0 0.5
Intersection Summary
HCM 6th Ctrl Delay 28.7
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

6.2-3
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 05/23/2019
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBL WBT NBL NBT Ø6
Lane Configurations
Traffic Volume (vph) 5 1603 2 2852 3 0
Future Volume (vph) 5 1603 2 2852 3 0
Turn Type Prot NA Prot NA Perm NA
Protected Phases 7438 26
Permitted Phases 2
Detector Phase 743822
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.2 23.5 9.2 23.5 14.6 14.6 14.6
Total Split (s) 10.0 95.0 10.0 95.0 15.0 15.0 15.0
Total Split (%) 8.3% 79.2% 8.3% 79.2% 12.5% 12.5% 13%
Yellow Time (s) 3.2 5.5 3.2 5.5 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.2 6.5 4.2 6.5 4.6
Lead/Lag Lead Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 81 (68%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 80
Control Type: Actuated-Coordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

6.2-4
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 05/23/2019
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 5 1603 5 2 2852 0303000
Future Volume (veh/h) 5 1603 5 2 2852 0303000
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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 5 1742 5 2 3100 0300000
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, % 000000000000
Cap, veh/h 12 3938 11 195 4451 0 71 0 0 0 15 0
Arrive On Green 0.01 1.00 1.00 0.11 0.86 0.00 0.01 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5340 15 1810 5358 0 1440 0 0 0 1900 0 Grp Volume(v), veh/h 5 1128 619 2 3100 0300000
Grp Sat Flow(s),veh/h/ln 1810 1729 1897 1810 1729 0 1440 0 0 0 1900 0 Q Serve(g_s), s 0.3 0.0 0.0 0.1 25.3 0.0 0.2 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.3 0.0 0.0 0.1 25.3 0.0 0.2 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.01 1.00 0.00 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 12 2550 1399 195 4451 0 71 0 0 0 15 0 V/C Ratio(X) 0.43 0.44 0.44 0.01 0.70 0.00 0.04 0.00 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 87 2550 1399 195 4451 0 185 0 0 0 165 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.77 0.77 0.77 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 59.0 0.0 0.0 47.8 3.0 0.0 59.2 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 7.1 0.4 0.8 0.0 0.9 0.0 0.2 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.2 0.3 0.1 2.3 0.0 0.1 0.0 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 66.1 0.4 0.8 47.8 3.9 0.0 59.4 0.0 0.0 0.0 0.0 0.0 LnGrp LOS E A A D AAEAAAAA
Approach Vol, veh/h 1752 3102 3 0
Approach Delay, s/veh 0.7 3.9 59.4 0.0
Approach LOS A A E
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 5.6 19.4 95.0 5.6 5.0 109.5
Change Period (Y+Rc), s 4.6 6.5 * 6.5 4.6 * 4.2 6.5
Max Green Setting (Gmax), s 10.4 5.8 * 89 10.4 * 5.8 88.5 Max Q Clear Time (g_c+I1), s 2.2 2.1 2.0 0.0 2.3 27.3
Green Ext Time (p_c), s 0.0 0.0 29.4 0.0 0.0 56.9
Intersection Summary
HCM 6th Ctrl Delay 2.8
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

6.2-5
HCM 6th TWSC Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 05/23/2019
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 6
Intersection
Int Delay, s/veh 8.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 4 1595 8 13 2851 35 3 0 15 11 0 1
Future Vol, veh/h 4 1595 8 13 2851 35 3 0 15 11 0 1
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 155 - - 155 - - 0 - - 0 - -
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, % 0 00000000000
Mvmt Flow 4 1734 9 14 3099 38 3 0 16 12 0 1

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 3137 0 0 1743 0 0 3015 4912 872 3848 4897 1569 Stage 1 - ----- 1747 1747 - 3146 3146 -
Stage 2 - ----- 1268 3165 - 702 1751 -
Critical Hdwy 5.3 - - 5.3 - - 6.4 6.5 7.1 6.4 6.5 7.1
Critical Hdwy Stg 1 - ----- 7 . 3 5 . 5- 7 . 3 5 . 5-
Critical Hdwy Stg 2 - ----- 6 . 7 5 . 5- 6 . 7 5 . 5-
Follow-up Hdwy 3.1 - - 3.1 - - 3.8 4 3.9 3.8 4 3.9
Pot Cap-1 Maneuver 33 - - 172 - - 15 1 256 ~ 4 1 87
Stage 1 - ----- 6 0 1 4 1- ~ 6 2 7-
Stage 2 - ----- 1 6 2 2 6- 3 6 3 1 4 1-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 33 - - 172 - - 13 1 256 ~ 3 1 87
Mov Cap-2 Maneuver - ----- 1 3 1- ~ 3 1-
Stage 1 - ----- 5 3 1 2 4- ~ 5 2 5-
Stage 2 - ----- 1 4 7 2 4- 2 9 9 1 2 4-

Approach EB WB NB SB
HCM Control Delay, s 0.3 0.1 76.3 $ 3203.3

HCM LOS F F

Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 13 256 33 - - 172 - - 3 87
HCM Lane V/C Ratio 0.251 0.064 0.132 - - 0.082 - - 3.986 0.012 HCM Control Delay (s) $ 357.6 20 130 - - 27.8 - - $ 3490.2 46.9 HCM Lane LOS F C F - - D - - F E
HCM 95th %tile Q(veh) 0.7 0.2 0.4 - - 0.3 - - 2.8 0
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

6.2-6
Timings Sycamore Hills Distribution Center TIA (JN 12014) 5: Alessandro Bl. & San Gorgonio Dr. 05/23/2019
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 7
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBR
Lane Configurations
Traffic Volume (vph) 12 1591 116 3033 38 12 45 22 15
Future Volume (vph) 12 1591 116 3033 38 12 45 22 15
Turn Type Prot NA Prot NA Perm Prot Perm Prot Perm
Protected Phases 5216 3 7
Permitted Phases 6 8 4
Detector Phase 521663874
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 16.5 9.6 30.5 30.5 9.6 26.6 9.6 14.6 Total Split (s) 9.6 63.2 20.4 74.0 74.0 9.6 26.8 9.6 26.8 Total Split (%) 8.0% 52.7% 17.0% 61.7% 61.7% 8.0% 22.3% 8.0% 22.3% Yellow Time (s) 3.6 5.5 3.6 5.5 5.5 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.5 4.6 6.5 6.5 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None C-Max None None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 77.1 (64%), Referenced to phase 2:EBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Splits and Phases: 5: Alessandro Bl. & San Gorgonio Dr.

6.2-7
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 5: Alessandro Bl. & San Gorgonio Dr. 05/23/2019
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 12 1591 32 116 3033 38 12 0 45 22 0 15 Future Volume (veh/h) 12 1591 32 116 3033 38 12 0 45 22 0 15 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 13 1729 35 126 3297 38 13 0 49 24 0 0 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, % 000000000000
Cap, veh/h 27 3359 68 154 3693 1146 27 142 120 53 170
Arrive On Green 0.01 0.64 0.64 0.08 0.71 0.71 0.01 0.00 0.07 0.03 0.00 0.00 Sat Flow, veh/h 1810 5233 106 1810 5187 1609 1810 1900 1610 1810 1900 1610 Grp Volume(v), veh/h 13 1142 622 126 3297 38 13 0 49 24 0 0 Grp Sat Flow(s),veh/h/ln 1810 1729 1881 1810 1729 1609 1810 1900 1610 1810 1900 1610 Q Serve(g_s), s 0.9 21.2 21.2 8.2 60.3 0.8 0.9 0.0 3.5 1.6 0.0 0.0 Cycle Q Clear(g_c), s 0.9 21.2 21.2 8.2 60.3 0.8 0.9 0.0 3.5 1.6 0.0 0.0 Prop In Lane 1.00 0.06 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 27 2219 1207 154 3693 1146 27 142 120 53 170 V/C Ratio(X) 0.49 0.51 0.51 0.82 0.89 0.03 0.49 0.00 0.41 0.45 0.00 Avail Cap(c_a), veh/h 75 2219 1207 238 3693 1146 75 352 298 75 352 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 0.09 0.09 0.09 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 58.7 11.5 11.5 54.0 13.7 5.1 58.7 0.0 53.0 57.3 0.0 0.0 Incr Delay (d2), s/veh 5.1 0.9 1.6 1.2 0.3 0.0 13.3 0.0 2.2 5.8 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 7.0 7.9 3.6 17.0 0.3 0.5 0.0 1.5 0.8 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.8 12.4 13.1 55.2 14.0 5.1 72.0 0.0 55.2 63.1 0.0 0.0 LnGrp LOS EBBEBAEAEEA
Approach Vol, veh/h 1777 3461 62 24 A
Approach Delay, s/veh 13.0 15.4 58.7 63.1
Approach LOS BBEE
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 14.8 83.5 6.4 15.3 6.4 91.9 8.1 13.6 Change Period (Y+Rc), s 4.6 6.5 4.6 4.6 4.6 6.5 4.6 4.6 Max Green Setting (Gmax), s 15.8 56.7 5.0 22.2 5.0 67.5 5.0 22.2 Max Q Clear Time (g_c+I1), s 10.2 23.2 2.9 0.0 2.9 62.3 3.6 5.5 Green Ext Time (p_c), s 0.1 20.0 0.0 0.0 0.0 5.2 0.0 0.1 Intersection Summary
HCM 6th Ctrl Delay 15.3
HCM 6th LOS B
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

6.2-8
Timings Sycamore Hills Distribution Center TIA (JN 12014) 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl. 05/23/2019 Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 9
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 154 1175 321 243 2426 565 590 771 93 132 176 124 Future Volume (vph) 154 1175 321 243 2426 565 590 771 93 132 176 124 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Perm Protected Phases 5 2 1 6 38174
Permitted Phases 2684
Detector Phase 522166381744
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 Minimum Split (s) 8.7 43.5 43.5 8.7 43.5 43.5 8.7 15.8 8.7 8.7 49.8 49.8 Total Split (s) 10.0 46.0 46.0 10.4 46.4 46.4 13.0 49.8 10.4 13.8 50.6 50.6 Total Split (%) 8.3% 38.3% 38.3% 8.7% 38.7% 38.7% 10.8% 41.5% 8.7% 11.5% 42.2% 42.2% Yellow Time (s) 3.2 5.5 5.5 3.2 5.5 5.5 3.2 4.8 3.2 3.2 4.8 4.8 All-Red Time (s) 0.5 1.0 1.0 0.5 1.0 1.0 0.5 1.0 0.5 0.5 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.7 6.5 6.5 3.7 6.5 6.5 3.7 5.8 3.7 3.7 5.8 5.8 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 4 (3%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 115
Control Type: Actuated-Coordinated
Splits and Phases: 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl.

6.2-9
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl. 05/23/2019 Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 154 1175 321 243 2426 565 590 771 93 132 176 124 Future Volume (veh/h) 154 1175 321 243 2426 565 590 771 93 132 176 124 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 162 1237 338 256 2554 595 621 812 98 139 185 131 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 000000000000
Cap, veh/h 95 2354 731 196 2371 735 272 977 925 195 898 401 Arrive On Green 0.02 0.15 0.15 0.06 0.46 0.46 0.08 0.27 0.27 0.06 0.25 0.25 Sat Flow, veh/h 1810 5187 1610 3510 5187 1609 3510 3610 2834 3510 3610 1610 Grp Volume(v), veh/h 162 1237 338 256 2554 595 621 812 98 139 185 131 Grp Sat Flow(s),veh/h/ln 1810 1729 1610 1755 1729 1609 1755 1805 1417 1755 1805 1610 Q Serve(g_s), s 6.3 26.4 23.0 6.7 54.8 38.2 9.3 25.4 2.9 4.7 4.9 8.0 Cycle Q Clear(g_c), s 6.3 26.4 23.0 6.7 54.8 38.2 9.3 25.4 2.9 4.7 4.9 8.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 95 2354 731 196 2371 735 272 977 925 195 898 401 V/C Ratio(X) 1.71 0.53 0.46 1.31 1.08 0.81 2.28 0.83 0.11 0.71 0.21 0.33 Avail Cap(c_a), veh/h 95 2354 731 196 2371 735 272 1324 1197 295 1348 601 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.84 0.84 0.84 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 59.0 39.1 37.7 56.7 32.6 28.1 55.3 41.2 28.2 55.7 35.7 36.9 Incr Delay (d2), s/veh 352.1 0.7 1.8 169.6 43.3 9.3 588.7 3.4 0.0 1.8 0.1 0.5 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 12.2 12.3 10.2 7.5 30.7 15.6 26.3 11.3 1.0 2.1 2.1 3.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 411.0 39.8 39.4 226.2 75.8 37.4 644.0 44.6 28.2 57.5 35.8 37.3 LnGrp LOS F D D F F D F D C E D D
Approach Vol, veh/h 1737 3405 1531 455
Approach Delay, s/veh 74.4 80.4 286.7 42.9
Approach LOS E F F D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.4 60.9 13.0 35.7 10.0 61.3 10.4 38.3 Change Period (Y+Rc), s 3.7 6.5 3.7 5.8 3.7 6.5 3.7 5.8 Max Green Setting (Gmax), s 6.7 39.5 9.3 44.8 6.3 39.9 10.1 44.0 Max Q Clear Time (g_c+I1), s 8.7 28.4 11.3 10.0 8.3 56.8 6.7 27.4 Green Ext Time (p_c), s 0.0 8.0 0.0 1.5 0.0 0.0 0.1 5.1 Intersection Summary
HCM 6th Ctrl Delay 120.9
HCM 6th LOS F

6.2-10
Timings Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/22/2019
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBT WBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 941 2840 284 0 497
Future Volume (vph) 941 2840 284 0 497
Turn Type NA NA Split NA Perm
Protected Phases 2644
Permitted Phases 4
Detector Phase 26444
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.5 34.5 10.0 10.0 10.0
Total Split (s) 63.0 63.0 22.0 22.0 22.0
Total Split (%) 74.1% 74.1% 25.9% 25.9% 25.9%
Yellow Time (s) 4.5 4.5 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.5 5.5 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode C-Max C-Max None None None
Intersection Summary
Cycle Length: 85
Actuated Cycle Length: 85
Offset: 9 (11%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 80
Control Type: Actuated-Coordinated
Splits and Phases: 7: I-215 SB Ramps & Alessandro Bl.

6.2-11
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/22/2019
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 941 398 0 2840 220 0 0 0 284 0 497 Future Volume (veh/h) 0 941 398 0 2840 220 0 0 0 284 0 497 Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1900 1900 0 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 0 970 381 0 2928 227 195 0 572
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 000000 000
Cap, veh/h 0 2467 968 0 3331 251 359 0 637
Arrive On Green 0.00 0.68 0.68 0.00 1.00 1.00 0.20 0.00 0.20 Sat Flow, veh/h 0 3808 1427 0 5083 370 1810 0 3215
Grp Volume(v), veh/h 0 922 429 0 2036 1119 195 0 572
Grp Sat Flow(s),veh/h/ln 0 1729 1606 0 1729 1824 1810 0 1608 Q Serve(g_s), s 0.0 9.9 10.0 0.0 0.0 0.0 8.2 0.0 14.7
Cycle Q Clear(g_c), s 0.0 9.9 10.0 0.0 0.0 0.0 8.2 0.0 14.7 Prop In Lane 0.00 0.89 0.00 0.20 1.00 1.00
Lane Grp Cap(c), veh/h 0 2346 1089 0 2346 1237 359 0 637 V/C Ratio(X) 0.00 0.39 0.39 0.00 0.87 0.90 0.54 0.00 0.90 Avail Cap(c_a), veh/h 0 2346 1089 0 2346 1237 362 0 643 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 0.27 0.27 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 6.0 6.0 0.0 0.0 0.0 30.6 0.0 33.2 Incr Delay (d2), s/veh 0.0 0.5 1.1 0.0 1.3 3.4 1.6 0.0 15.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 2.4 2.4 0.0 0.4 1.2 3.5 0.0 6.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 6.5 7.1 0.0 1.3 3.4 32.3 0.0 48.6 LnGrp LOS AAAAAA CAD
Approach Vol, veh/h 1351 3155 767
Approach Delay, s/veh 6.7 2.1 44.4
Approach LOS A A D
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 63.2 21.8 63.2
Change Period (Y+Rc), s 5.5 5.0 5.5
Max Green Setting (Gmax), s 57.5 17.0 57.5
Max Q Clear Time (g_c+I1), s 12.0 16.7 2.0
Green Ext Time (p_c), s 10.7 0.1 44.8
Intersection Summary
HCM 6th Ctrl Delay 9.4
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

6.2-12
Timings Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/22/2019
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 110 1150 1844 191 1112 4 245
Future Volume (vph) 110 1150 1844 191 1112 4 245
Turn Type Prot NA NA Perm Split NA Perm
Protected Phases 5 2 6 8 8
Permitted Phases 6 8
Detector Phase 5266888
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 10.5 33.5 33.5 10.0 10.0 10.0
Total Split (s) 10.0 49.0 39.0 39.0 36.0 36.0 36.0
Total Split (%) 11.8% 57.6% 45.9% 45.9% 42.4% 42.4% 42.4% Yellow Time (s) 3.5 4.5 4.5 4.5 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 5.5 5.5 5.5 5.0 5.0 5.0
Lead/Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None C-Max C-Max C-Max Max Max Max
Intersection Summary
Cycle Length: 85
Actuated Cycle Length: 85
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 8: I-215 NB Ramps & Alessandro Bl.

6.2-13
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/22/2019
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 110 1150 0 0 1844 191 1112 4 245 0 0 0 Future Volume (veh/h) 110 1150 0 0 1844 191 1112 4 245 0 0 0 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 0 0 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 112 1173 0 0 1882 175 1195 0 127
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 000000000
Cap, veh/h 484 3768 0 0 2044 620 1320 0 587
Arrive On Green 0.54 1.00 0.00 0.00 0.39 0.39 0.36 0.00 0.36 Sat Flow, veh/h 1810 5358 0 0 5358 1573 3619 0 1610
Grp Volume(v), veh/h 112 1173 0 0 1882 175 1195 0 127
Grp Sat Flow(s),veh/h/ln 1810 1729 0 0 1729 1573 1810 0 1610 Q Serve(g_s), s 2.8 0.0 0.0 0.0 29.3 6.4 26.6 0.0 4.6
Cycle Q Clear(g_c), s 2.8 0.0 0.0 0.0 29.3 6.4 26.6 0.0 4.6 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 484 3768 0 0 2044 620 1320 0 587 V/C Ratio(X) 0.23 0.31 0.00 0.00 0.92 0.28 0.91 0.00 0.22 Avail Cap(c_a), veh/h 484 3768 0 0 2044 620 1320 0 587
HCM Platoon Ratio 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.88 0.88 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 15.1 0.0 0.0 0.0 24.5 17.6 25.6 0.0 18.6 Incr Delay (d2), s/veh 0.2 0.2 0.0 0.0 8.3 1.1 10.5 0.0 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 0.1 0.0 0.0 11.7 2.2 12.1 0.0 1.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.3 0.2 0.0 0.0 32.8 18.7 36.1 0.0 19.5 LnGrp LOS BAAACBDAB
Approach Vol, veh/h 1285 2057 1322
Approach Delay, s/veh 1.5 31.6 34.5
Approach LOS A C C
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 67.4 28.4 39.0 36.0
Change Period (Y+Rc), s 5.5 5.5 * 5.5 5.0
Max Green Setting (Gmax), s 43.5 5.5 * 34 31.0
Max Q Clear Time (g_c+I1), s 2.0 4.8 31.3 28.6
Green Ext Time (p_c), s 8.9 0.0 1.9 1.3
Intersection Summary
HCM 6th Ctrl Delay 24.1
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

6.2-14
HCM 6th TWSC Sycamore Hills Distribution Center TIA (JN 12014) 1: Barton St. & Driveway 1 05/23/2019
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 1
Intersection
Int Delay, s/veh 3.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 20 0 14 9 0 5
Future Vol, veh/h 20 0 14 9 0 5
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
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, % 0 00000
Mvmt Flow 22 0 15 10 0 5

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 25 20 0 0 25 0
Stage 1 20 -----
Stage 2 5 -----
Critical Hdwy 6.4 6.2 - - 4.1 -
Critical Hdwy Stg 1 5.4 -----
Critical Hdwy Stg 2 5.4 -----
Follow-up Hdwy 3.5 3.3 - - 2.2 -
Pot Cap-1 Maneuver 996 1064 - - 1603 -
Stage 1 1008 -----
Stage 2 1023 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 996 1064 - - 1603 -
Mov Cap-2 Maneuver 996 -----
Stage 1 1008 -----
Stage 2 1023 -----

Approach WB NB SB
HCM Control Delay, s 8.7 0 0

HCM LOS A

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 996 1603 -
HCM Lane V/C Ratio - - 0.022 - -
HCM Control Delay (s) - - 8.7 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0.1 0 -

6.2-15
Timings Sycamore Hills Distribution Center TIA (JN 12014) 2: Barton St. & Alessandro Bl. 05/23/2019
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 2
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 7 2641 67 2256 23 64 5 47 32 5 15
Future Volume (vph) 7 2641 67 2256 23 64 5 47 32 5 15
Turn Type Prot NA Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 5216 8 4
Permitted Phases 6 8 8 4 4
Detector Phase 52166888444
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.2 28.5 11.0 28.5 28.5 40.6 40.6 40.6 26.6 26.6 26.6 Total Split (s) 9.2 68.4 11.0 70.2 70.2 40.6 40.6 40.6 40.6 40.6 40.6 Total Split (%) 7.7% 57.0% 9.2% 58.5% 58.5% 33.8% 33.8% 33.8% 33.8% 33.8% 33.8% Yellow Time (s) 3.2 5.5 3.2 5.5 5.5 3.6 3.6 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.2 6.5 4.2 6.5 6.5 4.6 4.6 4.6 4.6 Lead/Lag Lead Lead Lag Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None C-Max None C-Max C-Max Max Max Max Max Max Max Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 71 (59%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 115
Control Type: Actuated-Coordinated
Splits and Phases: 2: Barton St. & Alessandro Bl.

6.2-16
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 2: Barton St. & Alessandro Bl. 05/23/2019
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 7 2641 46 67 2256 23 64 5 47 32 5 15 Future Volume (veh/h) 7 2641 46 67 2256 23 64 5 47 32 5 15 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 7 2780 46 71 2375 24 67 5 27 34 5 3 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 000000000000
Cap, veh/h 16 2711 45 624 4518 1402 58 2 482 56 5 477
Arrive On Green 0.01 0.52 0.52 0.23 0.58 0.58 0.30 0.30 0.30 0.30 0.30 0.30 Sat Flow, veh/h 1810 5256 87 1810 5187 1610 0 8 1605 0 16 1590 Grp Volume(v), veh/h 7 1825 1001 71 2375 24 72 0 27 39 0 3 Grp Sat Flow(s),veh/h/ln 1810 1729 1884 1810 1729 1610 8 0 1605 16 0 1590 Q Serve(g_s), s 0.5 61.9 61.9 3.7 33.0 0.8 0.0 0.0 1.4 0.0 0.0 0.2 Cycle Q Clear(g_c), s 0.5 61.9 61.9 3.7 33.0 0.8 36.0 0.0 1.4 36.0 0.0 0.2 Prop In Lane 1.00 0.05 1.00 1.00 0.93 1.00 0.87 1.00
Lane Grp Cap(c), veh/h 16 1784 972 624 4518 1402 60 0 482 61 0 477 V/C Ratio(X) 0.45 1.02 1.03 0.11 0.53 0.02 1.19 0.00 0.06 0.64 0.00 0.01 Avail Cap(c_a), veh/h 75 1784 972 624 4518 1402 60 0 482 61 0 477 HCM Platoon Ratio 1.00 1.00 1.00 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.83 0.83 0.83 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 59.2 29.0 29.1 31.7 10.1 3.4 58.6 0.0 29.9 55.7 0.0 29.5 Incr Delay (d2), s/veh 7.2 27.3 36.9 0.0 0.4 0.0 177.8 0.0 0.2 42.0 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 0.2 29.1 34.3 1.6 12.9 0.0 4.8 0.0 0.6 1.9 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 66.4 56.4 65.9 31.7 10.5 3.4 236.4 0.0 30.1 97.7 0.0 29.5 LnGrp LOS E F F C B A F A C F A C
Approach Vol, veh/h 2833 2470 99 42
Approach Delay, s/veh 59.8 11.0 180.1 92.8
Approach LOS E B F F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 48.5 68.4 40.6 5.2 111.7 40.6
Change Period (Y+Rc), s 6.5 * 6.5 4.6 * 4.2 6.5 4.6
Max Green Setting (Gmax), s 6.8 * 62 36.0 * 5 63.7 36.0 Max Q Clear Time (g_c+I1), s 5.7 63.9 38.0 2.5 35.0 38.0 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 24.5 0.0
Intersection Summary
HCM 6th Ctrl Delay 40.1
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

6.2-17
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 05/23/2019
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBL WBT NBL NBT Ø6
Lane Configurations
Traffic Volume (vph) 3 2688 3 2416 5 0
Future Volume (vph) 3 2688 3 2416 5 0
Turn Type Prot NA Prot NA Perm NA
Protected Phases 7438 26
Permitted Phases 2
Detector Phase 743822
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.2 23.5 9.2 23.5 14.6 14.6 14.6
Total Split (s) 10.0 95.0 10.0 95.0 15.0 15.0 15.0
Total Split (%) 8.3% 79.2% 8.3% 79.2% 12.5% 12.5% 13%
Yellow Time (s) 3.2 5.5 3.2 5.5 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.2 6.5 4.2 6.5 4.6
Lead/Lag Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 79 (66%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 75
Control Type: Actuated-Coordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

6.2-18
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 05/23/2019
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 2688 1 3 2416 0502000
Future Volume (veh/h) 3 2688 1 3 2416 0502000
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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 3 2922 1 3 2626 0500000
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, % 000000000000
Cap, veh/h 221 3950 1 221 3825 0 78 0 0 0 24 0
Arrive On Green 0.24 1.00 1.00 0.12 0.74 0.00 0.01 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5356 2 1810 5358 0 1440 0 0 0 1900 0 Grp Volume(v), veh/h 3 1886 1037 3 2626 0500000
Grp Sat Flow(s),veh/h/ln 1810 1729 1900 1810 1729 0 1440 0 0 0 1900 0 Q Serve(g_s), s 0.2 0.0 0.0 0.2 32.3 0.0 0.4 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.2 0.0 0.0 0.2 32.3 0.0 0.4 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 221 2550 1401 221 3825 0 78 0 0 0 24 0 V/C Ratio(X) 0.01 0.74 0.74 0.01 0.69 0.00 0.06 0.00 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 221 2550 1401 221 3825 0 185 0 0 0 165 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.09 0.09 0.09 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 39.9 0.0 0.0 46.3 8.4 0.0 58.7 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.2 0.3 0.0 1.0 0.0 0.3 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.1 0.1 0.1 8.8 0.0 0.2 0.0 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.9 0.2 0.3 46.3 9.4 0.0 59.0 0.0 0.0 0.0 0.0 0.0 LnGrp LOS D A A D AAEAAAAA
Approach Vol, veh/h 2926 2629 5 0
Approach Delay, s/veh 0.3 9.4 59.0 0.0
Approach LOS A A E
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 6.1 18.9 95.0 6.1 18.9 95.0
Change Period (Y+Rc), s 4.6 4.2 * 6.5 4.6 4.2 * 6.5
Max Green Setting (Gmax), s 10.4 5.8 * 89 10.4 5.8 * 89 Max Q Clear Time (g_c+I1), s 2.4 2.2 2.0 0.0 2.2 34.3
Green Ext Time (p_c), s 0.0 0.0 72.3 0.0 0.0 45.4
Intersection Summary
HCM 6th Ctrl Delay 4.7
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

6.2-19
HCM 6th TWSC Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 05/23/2019
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 6
Intersection
Int Delay, s/veh 88.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 2677 13 25 2406 16 2 0 10 37 0 5
Future Vol, veh/h 2 2677 13 25 2406 16 2 0 10 37 0 5
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 155 - - 155 - - 0 - - 0 - -
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, % 0 00000000000
Mvmt Flow 2 2910 14 27 2615 17 2 0 11 40 0 5

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 2632 0 0 2924 0 0 4021 5607 1462 3846 5606 1316 Stage 1 - ----- 2921 2921 - 2678 2678 -
Stage 2 - ----- 1100 2686 - 1168 2928 -
Critical Hdwy 5.3 - - 5.3 - - 6.4 6.5 7.1 6.4 6.5 7.1
Critical Hdwy Stg 1 - ----- 7 . 3 5 . 5- 7 . 3 5 . 5-
Critical Hdwy Stg 2 - ----- 6 . 7 5 . 5- 6 . 7 5 . 5-
Follow-up Hdwy 3.1 - - 3.1 - - 3.8 4 3.9 3.8 4 3.9
Pot Cap-1 Maneuver 61 - - 43 - - 3 0 103 ~ 4 0 129
Stage 1 - ----- 8 3 5- ~ 1 2 4 7-
Stage 2 - ----- 2 0 7 4 7- 1 8 8 3 5-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 61 - - 43 - - ~ 1 0 103 ~ 2 0 129
Mov Cap-2 Maneuver - ----- ~ 1 0- ~ 2 0-
Stage 1 - ----- 8 3 4- ~ 1 2 1 7-
Stage 2 - ----- 7 4 1 7- 1 6 3 3 4-

Approach EB WB NB SB
HCM Control Delay, s 0 1.8 $ 997.4 $ 10576.7

HCM LOS F F

Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1 103 61 - - 43 - - 2 129
HCM Lane V/C Ratio 2.174 0.106 0.036 - - 0.632 - - 20.109 0.042 HCM Control Delay (s) $ 5764.3 44 66.2 - - 181 - - $ 12001.4 34.1 HCM Lane LOS F E F - - F - - F D
HCM 95th %tile Q(veh) 1 0.3 0.1 - - 2.4 - - 6.9 0.1
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

6.2-20
Timings Sycamore Hills Distribution Center TIA (JN 12014) 5: Alessandro Bl. 05/23/2019
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 7
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBR
Lane Configurations
Traffic Volume (vph) 15 2834 66 2446 22 33 123 29 17
Future Volume (vph) 15 2834 66 2446 22 33 123 29 17
Turn Type Prot NA Prot NA Perm Prot Perm Prot Perm
Protected Phases 5216 3 7
Permitted Phases 6 8 4
Detector Phase 521663874
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 16.5 9.6 30.5 30.5 9.6 26.6 9.6 14.6 Total Split (s) 9.6 73.0 10.2 73.6 73.6 11.2 27.2 9.6 25.6 Total Split (%) 8.0% 60.8% 8.5% 61.3% 61.3% 9.3% 22.7% 8.0% 21.3% Yellow Time (s) 3.6 5.5 3.6 5.5 5.5 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.5 4.6 6.5 6.5 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None C-Max None None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 76.7 (64%), Referenced to phase 2:EBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Splits and Phases: 5: Alessandro Bl.

6.2-21
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 5: Alessandro Bl. 05/23/2019
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 15 2834 18 66 2446 22 33 0 123 29 0 17 Future Volume (veh/h) 15 2834 18 66 2446 22 33 0 123 29 0 17 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 16 3114 20 72 2688 23 36 0 134 32 0 0 Peak Hour Factor 0.91 0.91 0.92 0.92 0.91 0.91 0.92 0.92 0.92 0.91 0.92 0.91 Percent Heavy Veh, % 000000000000
Cap, veh/h 31 3438 22 84 3507 1065 53 190 161 68 206
Arrive On Green 0.02 0.65 0.65 0.05 0.68 0.68 0.03 0.00 0.10 0.04 0.00 0.00 Sat Flow, veh/h 1810 5318 34 1810 5187 1575 1810 1900 1610 1810 1900 1610 Grp Volume(v), veh/h 16 2023 1111 72 2688 23 36 0 134 32 0 0 Grp Sat Flow(s),veh/h/ln 1810 1729 1894 1810 1729 1575 1810 1900 1610 1810 1900 1610 Q Serve(g_s), s 1.1 59.8 60.2 4.7 41.8 0.6 2.4 0.0 9.8 2.1 0.0 0.0 Cycle Q Clear(g_c), s 1.1 59.8 60.2 4.7 41.8 0.6 2.4 0.0 9.8 2.1 0.0 0.0 Prop In Lane 1.00 0.02 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 31 2236 1225 84 3507 1065 53 190 161 68 206 V/C Ratio(X) 0.51 0.90 0.91 0.85 0.77 0.02 0.68 0.00 0.83 0.47 0.00 Avail Cap(c_a), veh/h 75 2236 1225 84 3507 1065 100 358 303 75 333 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 0.09 0.09 0.09 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 58.5 18.1 18.1 56.8 13.1 6.4 57.7 0.0 53.0 56.6 0.0 0.0 Incr Delay (d2), s/veh 4.8 6.6 11.3 7.7 0.1 0.0 14.5 0.0 10.4 5.1 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 21.0 24.8 2.3 12.7 0.2 1.3 0.0 4.5 1.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.3 24.7 29.5 64.4 13.2 6.4 72.2 0.0 63.4 61.7 0.0 0.0 LnGrp LOS E C C EBAEAEEA
Approach Vol, veh/h 3150 2783 170 32 A
Approach Delay, s/veh 26.6 14.4 65.2 61.7
Approach LOS C B E E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.2 84.1 8.1 17.6 6.7 87.6 9.1 16.6 Change Period (Y+Rc), s 4.6 6.5 4.6 4.6 4.6 6.5 4.6 4.6 Max Green Setting (Gmax), s 5.6 66.5 6.6 21.0 5.0 67.1 5.0 22.6 Max Q Clear Time (g_c+I1), s 6.7 62.2 4.4 0.0 3.1 43.8 4.1 11.8 Green Ext Time (p_c), s 0.0 4.2 0.0 0.0 0.0 21.6 0.0 0.3 Intersection Summary
HCM 6th Ctrl Delay 22.3
HCM 6th LOS C
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

6.2-22
Timings Sycamore Hills Distribution Center TIA (JN 12014) 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl. 05/23/2019 Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 9
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 160 2049 591 212 1714 158 475 398 240 205 758 336 Future Volume (vph) 160 2049 591 212 1714 158 475 398 240 205 758 336 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Perm Protected Phases 5 2 1 6 38174
Permitted Phases 2684
Detector Phase 522166381744
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 Minimum Split (s) 8.7 43.5 43.5 8.7 43.5 43.5 8.7 15.8 8.7 8.7 49.8 49.8 Total Split (s) 12.0 46.0 46.0 10.0 44.0 44.0 12.0 51.0 10.0 13.0 52.0 52.0 Total Split (%) 10.0% 38.3% 38.3% 8.3% 36.7% 36.7% 10.0% 42.5% 8.3% 10.8% 43.3% 43.3% Yellow Time (s) 3.2 5.5 5.5 3.2 5.5 5.5 3.2 4.8 3.2 3.2 4.8 4.8 All-Red Time (s) 0.5 1.0 1.0 0.5 1.0 1.0 0.5 1.0 0.5 0.5 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.7 6.5 6.5 3.7 6.5 6.5 3.7 5.8 3.7 3.7 5.8 5.8 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None Max None None Max Max Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 11 (9%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 115
Control Type: Actuated-Coordinated
Splits and Phases: 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl.

6.2-23
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl. 05/23/2019 Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 160 2049 591 212 1714 158 475 398 240 205 758 336 Future Volume (veh/h) 160 2049 591 212 1714 158 475 398 240 205 758 336 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 178 2277 657 236 1904 176 528 442 267 228 842 373 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 000000000000
Cap, veh/h 2128 7569 2350 184 1621 503 243 1423 1266 272 1390 620 Arrive On Green 0.39 0.48 0.48 0.05 0.31 0.31 0.07 0.39 0.39 0.08 0.38 0.38 Sat Flow, veh/h 1810 5187 1610 3510 5187 1610 3510 3610 2834 3510 3610 1610 Grp Volume(v), veh/h 178 2277 657 236 1904 176 528 442 267 228 842 373 Grp Sat Flow(s),veh/h/ln 1810 1729 1610 1755 1729 1610 1755 1805 1417 1755 1805 1610 Q Serve(g_s), s 0.0 0.0 0.0 6.3 37.5 24.6 8.3 10.1 6.9 7.7 22.4 22.3 Cycle Q Clear(g_c), s 0.0 0.0 0.0 6.3 37.5 24.6 8.3 10.1 6.9 7.7 22.4 22.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 2128 7569 2350 184 1621 503 243 1423 1266 272 1390 620 V/C Ratio(X) 0.08 0.30 0.28 1.28 1.17 0.35 2.17 0.31 0.21 0.84 0.61 0.60 Avail Cap(c_a), veh/h 2128 7569 2350 184 1621 503 243 1423 1266 272 1390 620 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.25 0.25 0.25 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 56.8 41.2 188.5 55.8 25.1 20.3 54.6 29.6 29.5 Incr Delay (d2), s/veh 0.0 0.0 0.1 161.2 85.5 1.9 541.9 0.6 0.4 19.1 2.0 4.3 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 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.0 6.8 28.0 10.6 21.9 4.3 2.3 4.0 9.7 9.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 0.1 218.0 126.7 190.4 597.8 25.7 20.7 73.7 31.6 33.8 LnGrp LOS A A A FFFFCCECC
Approach Vol, veh/h 3112 2316 1237 1443
Approach Delay, s/veh 0.0 140.8 268.8 38.8
Approach LOS A F F D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 183.7 14.1 52.0 149.7 44.0 13.0 53.1 Change Period (Y+Rc), s 3.7 6.5 5.8 * 5.8 6.5 * 6.5 3.7 5.8 Max Green Setting (Gmax), s 6.3 39.5 8.3 * 46 8.3 * 38 9.3 45.2 Max Q Clear Time (g_c+I1), s 8.3 2.0 10.3 24.4 2.0 39.5 9.7 12.1 Green Ext Time (p_c), s 0.0 33.6 0.0 6.9 0.1 0.0 0.0 3.9 Intersection Summary
HCM 6th Ctrl Delay 88.2
HCM 6th LOS F
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

6.2-24
Timings Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/22/2019
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBT WBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 1926 1680 281 0 462
Future Volume (vph) 1926 1680 281 0 462
Turn Type NA NA Split NA Perm
Protected Phases 2644
Permitted Phases 4
Detector Phase 26444
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.5 34.5 10.0 10.0 10.0
Total Split (s) 58.0 58.0 27.0 27.0 27.0
Total Split (%) 68.2% 68.2% 31.8% 31.8% 31.8%
Yellow Time (s) 4.5 4.5 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.5 5.5 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode C-Max C-Max None None None
Intersection Summary
Cycle Length: 85
Actuated Cycle Length: 85
Offset: 33 (39%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 50
Control Type: Actuated-Coordinated
Splits and Phases: 7: I-215 SB Ramps & Alessandro Bl.

6.2-25
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/22/2019
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1926 570 0 1680 153 0 0 0 281 0 462 Future Volume (veh/h) 0 1926 570 0 1680 153 0 0 0 281 0 462 Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1900 1900 0 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 0 2049 569 0 1787 161 433 0 243
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000 000
Cap, veh/h 0 2812 733 0 3335 299 676 0 300
Arrive On Green 0.00 0.69 0.69 0.00 0.69 0.69 0.19 0.00 0.19 Sat Flow, veh/h 0 4247 1062 0 5006 434 3619 0 1608
Grp Volume(v), veh/h 0 1718 900 0 1276 672 433 0 243
Grp Sat Flow(s),veh/h/ln 0 1729 1680 0 1729 1811 1810 0 1608 Q Serve(g_s), s 0.0 26.0 30.4 0.0 15.4 15.6 9.4 0.0 12.3 Cycle Q Clear(g_c), s 0.0 26.0 30.4 0.0 15.4 15.6 9.4 0.0 12.3 Prop In Lane 0.00 0.63 0.00 0.24 1.00 1.00
Lane Grp Cap(c), veh/h 0 2385 1159 0 2385 1249 676 0 300 V/C Ratio(X) 0.00 0.72 0.78 0.00 0.54 0.54 0.64 0.00 0.81 Avail Cap(c_a), veh/h 0 2385 1159 0 2385 1249 937 0 416 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 0.54 0.54 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 8.1 8.8 0.0 6.5 6.5 31.9 0.0 33.1 Incr Delay (d2), s/veh 0.0 1.9 5.1 0.0 0.5 0.9 1.0 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 %ile BackOfQ(50%),veh/ln 0.0 6.3 8.1 0.0 3.5 3.8 3.9 0.0 5.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 10.0 14.0 0.0 7.0 7.4 32.9 0.0 41.2 LnGrp LOS ABBAAA CAD
Approach Vol, veh/h 2618 1948 676
Approach Delay, s/veh 11.4 7.1 35.9
Approach LOS B A D
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 64.1 20.9 64.1
Change Period (Y+Rc), s 5.5 5.0 5.5
Max Green Setting (Gmax), s 52.5 22.0 52.5
Max Q Clear Time (g_c+I1), s 32.4 14.3 17.6
Green Ext Time (p_c), s 16.5 1.6 16.9
Intersection Summary
HCM 6th Ctrl Delay 13.0
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

6.2-26
Timings Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/22/2019
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 315 1830 1211 283 708 12 332
Future Volume (vph) 315 1830 1211 283 708 12 332
Turn Type Prot NA NA Perm Split NA Perm
Protected Phases 5 2 6 8 8
Permitted Phases 6 8
Detector Phase 5266888
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 10.5 33.5 33.5 10.0 10.0 10.0
Total Split (s) 23.0 52.0 33.5 33.5 33.0 33.0 33.0
Total Split (%) 25.7% 58.1% 37.4% 37.4% 36.9% 36.9% 36.9% Yellow Time (s) 3.5 4.5 4.5 4.5 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 5.5 5.5 5.5 5.0 5.0 5.0
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None C-Max C-Max C-Max Max Max Max
Intersection Summary
Cycle Length: 89.5
Actuated Cycle Length: 89.5
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 80
Control Type: Actuated-Coordinated
Splits and Phases: 8: I-215 NB Ramps & Alessandro Bl.

6.2-27
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/22/2019
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 315 1830 0 0 1211 283 708 12 332 0 0 0 Future Volume (veh/h) 315 1830 0 0 1211 283 708 12 332 0 0 0 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 0 0 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 335 1947 0 0 1288 185 816 0 128
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000000
Cap, veh/h 368 2968 0 0 1654 503 1126 0 501
Arrive On Green 0.20 0.57 0.00 0.00 0.32 0.32 0.31 0.00 0.31 Sat Flow, veh/h 1810 5358 0 0 5358 1576 3619 0 1610
Grp Volume(v), veh/h 335 1947 0 0 1288 185 816 0 128
Grp Sat Flow(s),veh/h/ln 1810 1729 0 0 1729 1576 1810 0 1610 Q Serve(g_s), s 16.3 23.1 0.0 0.0 20.3 8.2 18.0 0.0 5.4 Cycle Q Clear(g_c), s 16.3 23.1 0.0 0.0 20.3 8.2 18.0 0.0 5.4 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 368 2968 0 0 1654 503 1126 0 501 V/C Ratio(X) 0.91 0.66 0.00 0.00 0.78 0.37 0.72 0.00 0.26 Avail Cap(c_a), veh/h 372 2968 0 0 1654 503 1126 0 501
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.52 0.52 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 35.0 13.2 0.0 0.0 27.8 23.7 27.6 0.0 23.2 Incr Delay (d2), s/veh 15.5 0.6 0.0 0.0 3.7 2.1 4.1 0.0 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.1 7.1 0.0 0.0 8.0 3.0 7.8 0.0 2.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 50.6 13.8 0.0 0.0 31.5 25.7 31.6 0.0 24.4 LnGrp LOS D B A A C C C A C
Approach Vol, veh/h 2282 1473 944
Approach Delay, s/veh 19.2 30.7 30.7
Approach LOS B C C
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 57.0 22.8 34.2 33.0
Change Period (Y+Rc), s 5.5 4.5 5.5 5.0
Max Green Setting (Gmax), s 46.5 18.5 28.0 28.0
Max Q Clear Time (g_c+I1), s 25.1 18.3 22.3 20.0
Green Ext Time (p_c), s 13.5 0.0 3.8 2.4
Intersection Summary
HCM 6th Ctrl Delay 25.1
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

6.2-28
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
APPENDIX 6.3:

OPENING YEAR CUMULATIVE (2023) WITHOUT PROJECT CONDITIONS TRAFFIC

SIGNAL WARRANT ANALYSIS WORKSHEETS
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
This Page Intentionally Left Blank

California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-4. Warrant 3, Peak Hour (70% Factor)
Traffic Conditions = Opening Year Cumulatvie (2023) Without Project Conditions - Weekday PM Peak Hou Major Street Name = Alessandro Bl. Total of Both Approaches (VPH) = 5078 Number of Approach Lanes Major Street = 4
Minor Street Name = Private Driveway High Volume Approach (VPH) = 7 Number of Approach Lanes Minor Street = 1
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET)

SIGNAL WARRANT NOT SATISFIED
*Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 v
ph applies as the lower threshold for a minor-street ap proach with one lane 13007
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street - Higher-Volume Approach (VPH)
Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches

6.3-1
California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-4. Warrant 3, Peak Hour (70% Factor)
Traffic Conditions = Opening Year Cumulatvie (2023) Without Project Conditions - Weekday PM Peak Hou Major Street Name = Alessandro Bl. Total of Both Approaches (VPH) = 5095 Number of Approach Lanes Major Street = 4
Minor Street Name = Vista Grande High Volume Approach (VPH) = 12 Number of Approach Lanes Minor Street = 1
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET)

SIGNAL WARRANT NOT SATISFIED
*Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold for a minor-street ap proach with one lane 130012
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street - Higher-Volume Approach (VPH)
Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches

6.3-2
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
APPENDIX 6.4:

OPENING YEAR CUMULATIVE (2023) WITH PROJECT CONDITIONS TRAFFIC SIGNAL

WARRANT ANALYSIS WORKSHEETS
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
This Page Intentionally Left Blank

California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Riverside CHK DATE
Major Street: Barton Street Critical Approach Speed (Major) 55 mph Minor Street: Driveway 1 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 3,672 vpd Minor Street Future ADT = 788 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... √ or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 3,672 1 788 8,000 5,600 2,400 1,680
2 + 1 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 3,672 1 788 12,000 8,400 1,200 850
2 + 1 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
47% 44%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

Minor Street Approach
(One Direction Only)
Minimum Requirements
EADT
Vehicles Per Day
on Higher-Volume
Major Street
(Total of Both Approaches)
Minor Street Approach
Satisfied Not Satisfied
XX
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Vehicles Per Day on
The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal. (Total of Both Approaches)
Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
(One Direction Only)
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic
Vehicles Per Day
on Major Street

RURAL (R)

URBAN RURAL
Major Street Minor Street
XX
on Higher-Volume
2023 WP
RV
RV
05/23/19
05/23/19
(Based on Estimated Average Daily Traffic - See Note)

6.4-1
California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-4. Warrant 3, Peak Hour (70% Factor)
Traffic Conditions = Opening Year Cumulatvie (2023) With Project Conditions - Weekday PM Peak Hour Major Street Name = Alessandro Bl. Total of Both Approaches (VPH) = 5091 Number of Approach Lanes Major Street = 4
Minor Street Name = Private Driveway High Volume Approach (VPH) = 7 Number of Approach Lanes Minor Street = 1
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET)

SIGNAL WARRANT NOT SATISFIED
*Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold for a minor-street ap proach with one lane 13007
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street - Higher-Volume Approach (VPH)
Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches

6.4-2
California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-4. Warrant 3, Peak Hour (70% Factor)
Traffic Conditions = Opening Year Cumulatvie (2023) With Project Conditions - Weekday PM Peak Hour Major Street Name = Alessandro Bl. Total of Both Approaches (VPH) = 5139 Number of Approach Lanes Major Street = 4
Minor Street Name = Vista Grande High Volume Approach (VPH) = 42 Number of Approach Lanes Minor Street = 1
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET)

SIGNAL WARRANT NOT SATISFIED
*Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold for a minor-street ap proach with one lane 1300
42 0
100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street - Higher-Volume Approach (VPH)
Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches

6.4-3
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6.4-4
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
APPENDIX 6.5:

OPENING YEAR CUMULATIVE (2023) WITHOUT PROJECT CONDITIONS OFF-RAMP

QUEUING ANALYSIS WORKSHEETS
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
This Page Intentionally Left Blank

Queues Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/22/2019
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 2
Lane Group EBT WBT SBL SBT SBR
Lane Group Flow (vph) 1364 3130 264 257 258
v/c Ratio 0.39 0.89 0.81 0.85 0.83
Control Delay 4.8 5.2 53.8 54.4 51.8
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 4.8 5.2 53.8 54.4 51.8
Queue Length 50th (ft) 76 175 141 127 122
Queue Length 95th (ft) 99 m163 #264 #264 #249
Internal Link Dist (ft) 673 688 1585
Turn Bay Length (ft) 525 525
Base Capacity (vph) 3473 3530 343 320 328
Starvation Cap Reductn 02000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.39 0.89 0.77 0.80 0.79
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

6.5-1
Queues Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/22/2019
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 5
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Group Flow (vph) 104 1172 1878 195 568 575 225
v/c Ratio 0.90 0.44 0.92 0.26 0.91 0.96 0.36
Control Delay 96.3 14.4 33.3 3.7 46.9 56.1 12.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 96.3 14.4 33.3 3.7 46.9 56.1 12.3
Queue Length 50th (ft) 54 168 341 0 297 323 46
Queue Length 95th (ft) #133 201 #447 39 #507 #558 105
Internal Link Dist (ft) 688 486 1005
Turn Bay Length (ft) 200 400 400
Base Capacity (vph) 116 2654 2044 739 625 600 624
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.90 0.44 0.92 0.26 0.91 0.96 0.36
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

6.5-2
Queues Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/22/2019
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 2
Lane Group EBT WBT SBL SBT SBR
Lane Group Flow (vph) 2599 1937 269 255 254
v/c Ratio 0.78 0.57 0.72 0.74 0.72
Control Delay 12.2 9.1 41.9 39.8 38.2
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 12.2 9.1 41.9 39.8 38.2
Queue Length 50th (ft) 313 191 137 119 113
Queue Length 95th (ft) 411 249 217 204 193
Internal Link Dist (ft) 673 688 1585
Turn Bay Length (ft) 525 525
Base Capacity (vph) 3339 3377 443 405 415
Starvation Cap Reductn 00000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.78 0.57 0.61 0.63 0.61
Intersection Summary

6.5-3
Queues Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/22/2019
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 5
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Group Flow (vph) 306 1941 1286 301 394 398 318
v/c Ratio 0.87 0.66 0.77 0.42 0.74 0.77 0.59
Control Delay 59.7 14.6 31.1 4.9 37.1 39.4 23.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 59.7 14.6 31.1 4.9 37.1 39.4 23.9
Queue Length 50th (ft) 166 257 241 0 207 218 114
Queue Length 95th (ft) #301 306 296 56 #325 #372 207
Internal Link Dist (ft) 688 486 1005
Turn Bay Length (ft) 200 400 400
Base Capacity (vph) 373 2955 1680 715 536 515 538
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.82 0.66 0.77 0.42 0.74 0.77 0.59
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

6.5-4
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
APPENDIX 6.6:

OPENING YEAR CUMULATIVE (2023) WITH PROJECT CONDITIONS OFF-RAMP

QUEUING ANALYSIS WORKSHEETS
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
This Page Intentionally Left Blank

Queues Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/22/2019
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 2
Lane Group EBT WBT SBL SBT SBR
Lane Group Flow (vph) 1380 3155 264 270 271
v/c Ratio 0.40 0.90 0.81 0.88 0.86
Control Delay 4.9 5.5 52.9 59.4 56.1
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 4.9 5.5 52.9 59.4 56.1
Queue Length 50th (ft) 78 175 141 136 130
Queue Length 95th (ft) 101 m169 #264 #283 #268
Internal Link Dist (ft) 673 688 1585
Turn Bay Length (ft) 525 525
Base Capacity (vph) 3462 3521 343 320 328
Starvation Cap Reductn 02000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.40 0.90 0.77 0.84 0.83
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

6.6-1
Queues Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/22/2019
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 5
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Group Flow (vph) 112 1173 1882 195 579 585 225
v/c Ratio 0.97 0.44 0.92 0.26 0.93 0.97 0.36
Control Delay 112.2 14.3 33.5 3.7 49.6 59.7 12.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 112.2 14.3 33.5 3.7 49.6 59.7 12.3
Queue Length 50th (ft) 59 168 342 0 307 330 46
Queue Length 95th (ft) #152 202 #449 39 #522 #572 105
Internal Link Dist (ft) 688 486 1005
Turn Bay Length (ft) 200 400 400
Base Capacity (vph) 116 2654 2044 739 625 600 624
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.97 0.44 0.92 0.26 0.93 0.97 0.36
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

6.6-2
Queues Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/22/2019
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 2
Lane Group EBT WBT SBL SBT SBR
Lane Group Flow (vph) 2655 1950 269 261 260
v/c Ratio 0.80 0.58 0.72 0.76 0.73
Control Delay 12.7 9.2 41.8 41.0 39.2
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 12.7 9.2 41.8 41.0 39.2
Queue Length 50th (ft) 330 194 136 123 116
Queue Length 95th (ft) 431 252 217 210 198
Internal Link Dist (ft) 673 688 1585
Turn Bay Length (ft) 525 525
Base Capacity (vph) 3338 3376 443 404 415
Starvation Cap Reductn 00000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.80 0.58 0.61 0.65 0.63
Intersection Summary

6.6-3
Queues Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/22/2019
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 5
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Group Flow (vph) 335 1947 1288 301 399 402 318
v/c Ratio 0.92 0.66 0.78 0.43 0.74 0.78 0.59
Control Delay 67.4 14.6 31.9 5.0 37.6 39.9 23.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 67.4 14.6 31.9 5.0 37.6 39.9 23.9
Queue Length 50th (ft) 186 258 242 0 210 221 114
Queue Length 95th (ft) #340 308 297 56 #333 #380 207
Internal Link Dist (ft) 688 486 1005
Turn Bay Length (ft) 200 400 400
Base Capacity (vph) 373 2955 1648 707 536 515 538
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.90 0.66 0.78 0.43 0.74 0.78 0.59
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

6.6-4
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report REV4
APPENDIX 6.7:

OPENING YEAR CUMULATIVE (2023) WITH PROJECT CONDITIONS INTERSECTION

OPERATIONS ANALYSIS WORKSHEETS WITH IMPROVEMENTS

Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report REV4
This Page Intentionally Left Blank

HCM 6th TWSC Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/10/2020
Opening Year Cumulative (2023) With Project - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 4
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 1603 8 0 2858 0006000
Future Vol, veh/h 0 1603 8 0 2858 0006000
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - ------- 0-- 0
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, % 0 00000000000
Mvmt Flow 0 1742 9 0 3107 0007000
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 876 - - 1554
Stage 1 - -----------
Stage 2 - -----------
Critical Hdwy - ------- 7 . 1-- 7 . 1
Critical Hdwy Stg 1 - -----------
Critical Hdwy Stg 2 - -----------
Follow-up Hdwy - ------- 3 . 9-- 3 . 9
Pot Cap-1 Maneuver 0 - - 0 - - 0 0 *553 0 0 *251
Stage 1 0 - - 0 - - 0 0 - 0 0 -
Stage 2 0 - - 0 - - 0 0 - 0 0 -
Platoon blocked, % - - - - 1 1
Mov Cap-1 Maneuver - ------- *553 - - *251
Mov Cap-2 Maneuver - -----------
Stage 1 - -----------
Stage 2 - -----------
Approach EB WB NB SB
HCM Control Delay, s 0 0 11.6 0

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1
Capacity (veh/h) 553 -----
HCM Lane V/C Ratio 0.012 -----
HCM Control Delay (s) 11.6 ---- 0
HCM Lane LOS B ---- A
HCM 95th %tile Q(veh) 0 -----
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

6.7-1
Timings Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/10/2020
Opening Year Cumulative (2023) With Project - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 5
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 4 1598 13 2854 3 0 11 0
Future Volume (vph) 4 1598 13 2854 3 0 11 0
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.2 16.5 9.2 16.5 14.6 14.6 14.6 14.6 Total Split (s) 9.6 95.2 9.4 95.0 15.4 15.4 15.4 15.4
Total Split (%) 8.0% 79.3% 7.8% 79.2% 12.8% 12.8% 12.8% 12.8% Yellow Time (s) 3.2 5.5 3.2 5.5 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.2 6.5 4.2 6.5 4.6 4.6 4.6
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 103.9 (87%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 80
Control Type: Actuated-Coordinated
Splits and Phases: 4: Vista Grande Dr. & Alessandro Bl.

6.7-2
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/10/2020
Opening Year Cumulative (2023) With Project - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 1598 8 13 2854 35 3 0 15 11 0 1 Future Volume (veh/h) 4 1598 8 13 2854 35 3 0 15 11 0 1 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 4 1737 9 14 3102 38 3 0 16 12 0 1
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, % 000000000000
Cap, veh/h 111 4273 22 28 3895 48 41 7 74 142 0 88
Arrive On Green 0.12 1.00 1.00 0.02 0.74 0.74 0.05 0.00 0.05 0.05 0.00 0.05 Sat Flow, veh/h 1810 5325 28 1810 5282 64 122 133 1361 1419 0 1610 Grp Volume(v), veh/h 4 1128 618 14 2027 1113 19 0 0 12 0 1 Grp Sat Flow(s),veh/h/ln 1810 1729 1895 1810 1729 1888 1616 0 0 1419 0 1610 Q Serve(g_s), s 0.2 0.0 0.0 0.9 44.6 45.3 0.0 0.0 0.0 0.0 0.0 0.1 Cycle Q Clear(g_c), s 0.2 0.0 0.0 0.9 44.6 45.3 1.3 0.0 0.0 0.8 0.0 0.1 Prop In Lane 1.00 0.01 1.00 0.03 0.16 0.84 1.00 1.00
Lane Grp Cap(c), veh/h 111 2774 1520 28 2550 1393 123 0 0 142 0 88 V/C Ratio(X) 0.04 0.41 0.41 0.50 0.79 0.80 0.15 0.00 0.00 0.08 0.00 0.01 Avail Cap(c_a), veh/h 111 2774 1520 78 2550 1393 179 0 0 192 0 145 HCM Platoon Ratio 2.00 2.00 2.00 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 0.28 0.28 0.28 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 49.5 0.0 0.0 58.6 10.0 10.1 54.2 0.0 0.0 54.0 0.0 53.7 Incr Delay (d2), s/veh 0.0 0.4 0.8 1.4 0.8 1.4 0.6 0.0 0.0 0.3 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/ln 0.1 0.2 0.3 0.4 11.9 13.4 0.6 0.0 0.0 0.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 49.6 0.4 0.8 60.0 10.7 11.5 54.8 0.0 0.0 54.2 0.0 53.7 LnGrp LOS D AAEBBDAADAD
Approach Vol, veh/h 1750 3154 19 13
Approach Delay, s/veh 0.7 11.2 54.8 54.2
Approach LOS A B D D
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 11.2 6.1 102.8 11.2 13.8 95.0
Change Period (Y+Rc), s 4.6 * 4.2 6.5 4.6 6.5 * 6.5
Max Green Setting (Gmax), s 10.8 * 5.2 88.7 10.8 5.4 * 89 Max Q Clear Time (g_c+I1), s 3.3 2.9 2.0 2.8 2.2 47.3
Green Ext Time (p_c), s 0.0 0.0 16.9 0.0 0.0 34.7
Intersection Summary
HCM 6th Ctrl Delay 7.8
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

6.7-3
HCM 6th TWSC Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/10/2020
Opening Year Cumulative (2023) With Project - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 4
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 2688 4 0 2424 0008000
Future Vol, veh/h 0 2688 4 0 2424 0008000
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - ------- 0-- 0
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, % 0 00000000000
Mvmt Flow 0 2922 4 0 2635 0009000

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 1463 - - 1318
Stage 1 - -----------
Stage 2 - -----------
Critical Hdwy - ------- 7 . 1-- 7 . 1
Critical Hdwy Stg 1 - -----------
Critical Hdwy Stg 2 - -----------
Follow-up Hdwy - ------- 3 . 9-- 3 . 9
Pot Cap-1 Maneuver 0 - - 0 - - 0 0 *294 0 0 *359
Stage 1 0 - - 0 - - 0 0 - 0 0 -
Stage 2 0 - - 0 - - 0 0 - 0 0 -
Platoon blocked, % - - - - 1 1
Mov Cap-1 Maneuver - ------- *294 - - *359
Mov Cap-2 Maneuver - -----------
Stage 1 - -----------
Stage 2 - -----------

Approach EB WB NB SB
HCM Control Delay, s 0 0 17.6 0

HCM LOS C A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1
Capacity (veh/h) 294 -----
HCM Lane V/C Ratio 0.03 -----
HCM Control Delay (s) 17.6 ---- 0
HCM Lane LOS C ---- A
HCM 95th %tile Q(veh) 0.1 -----
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

6.7-4
Timings Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/10/2020
Opening Year Cumulative (2023) With Project - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 5
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 2 2683 25 2412 2 0 37 0
Future Volume (vph) 2 2683 25 2412 2 0 37 0
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.6 11.5 9.6 11.5 14.2 14.2 14.2 14.2 Total Split (s) 9.8 77.0 9.9 77.1 33.1 33.1 33.1 33.1
Total Split (%) 8.2% 64.2% 8.3% 64.3% 27.6% 27.6% 27.6% 27.6% Yellow Time (s) 3.6 5.5 3.6 5.5 3.2 3.2 3.2 3.2
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 6.5 4.6 6.5 4.2 4.2 4.2
Lead/Lag Lead Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max Min Min None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 103.6 (86%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 75
Control Type: Actuated-Coordinated
Splits and Phases: 4: Vista Grande Dr. & Alessandro Bl.

6.7-5
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/10/2020
Opening Year Cumulative (2023) With Project - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 2 2683 13 25 2412 16 2 0 10 37 0 5 Future Volume (veh/h) 2 2683 13 25 2412 16 2 0 10 37 0 5 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 2 2916 14 27 2622 17 2 0 11 40 0 5 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, % 000000000000
Cap, veh/h 5 3130 15 336 4182 27 42 13 114 182 0 134
Arrive On Green 0.01 1.00 1.00 0.19 0.79 0.79 0.08 0.00 0.08 0.08 0.00 0.08 Sat Flow, veh/h 1810 5328 26 1810 5317 34 92 158 1373 1426 0 1610 Grp Volume(v), veh/h 2 1891 1039 27 1704 935 13 0 0 40 0 5 Grp Sat Flow(s),veh/h/ln 1810 1729 1895 1810 1729 1894 1623 0 0 1426 0 1610 Q Serve(g_s), s 0.1 0.0 0.0 1.5 24.9 25.0 0.0 0.0 0.0 2.1 0.0 0.3 Cycle Q Clear(g_c), s 0.1 0.0 0.0 1.5 24.9 25.0 0.9 0.0 0.0 2.9 0.0 0.3 Prop In Lane 1.00 0.01 1.00 0.02 0.15 0.85 1.00 1.00
Lane Grp Cap(c), veh/h 5 2032 1114 336 2720 1489 170 0 0 182 0 134 V/C Ratio(X) 0.41 0.93 0.93 0.08 0.63 0.63 0.08 0.00 0.00 0.22 0.00 0.04 Avail Cap(c_a), veh/h 78 2032 1114 336 2720 1489 419 0 0 406 0 388 HCM Platoon Ratio 2.00 2.00 2.00 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 0.53 0.53 0.53 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 59.6 0.0 0.0 40.4 5.4 5.4 50.8 0.0 0.0 51.7 0.0 50.6 Incr Delay (d2), s/veh 19.3 9.2 15.0 0.0 0.6 1.1 0.2 0.0 0.0 0.6 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/ln 0.1 2.6 4.6 0.6 5.5 6.2 0.4 0.0 0.0 1.2 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 78.9 9.2 15.0 40.4 6.0 6.5 51.0 0.0 0.0 52.3 0.0 50.7 LnGrp LOS E A B D A A D A A D A D
Approach Vol, veh/h 2932 2666 13 45
Approach Delay, s/veh 11.3 6.5 51.0 52.1
Approach LOS B A D D
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 14.2 28.8 77.0 14.2 4.9 100.9
Change Period (Y+Rc), s * 4.2

6.5 * 6.5 * 4.2

4.6 6.5
Max Green Setting (Gmax), s * 29 5.3 * 71 * 29 5.2 70.6 Max Q Clear Time (g_c+I1), s 2.9 3.5 2.0 4.9 2.1 27.0
Green Ext Time (p_c), s 0.0 0.0 46.9 0.1 0.0 29.6
Intersection Summary
HCM 6th Ctrl Delay 9.5
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

6.7-6
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
APPENDIX 7.1:

HORIZON YEAR (2040) WITHOUT PROJECT CONDITIONS INTERSECTION OPERATIONS

ANALYSIS WORKSHEETS
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
This Page Intentionally Left Blank

Timings Sycamore Hills Distribution Center TIA (JN 12014) 2: Barton St. & Alessandro Bl. 05/29/2019
Horizon Year (2040) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 4 1809 47 3377 6 76 0 69 7 0 4
Future Volume (vph) 4 1809 47 3377 6 76 0 69 7 0 4
Turn Type Prot NA Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 5216 8 4
Permitted Phases 6 8 8 4 4
Detector Phase 52166888444
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.2 23.5 9.2 23.5 23.5 31.6 31.6 31.6 14.6 14.6 14.6 Total Split (s) 11.0 70.0 11.0 70.0 70.0 39.0 39.0 39.0 39.0 39.0 39.0 Total Split (%) 9.2% 58.3% 9.2% 58.3% 58.3% 32.5% 32.5% 32.5% 32.5% 32.5% 32.5% Yellow Time (s) 3.2 5.5 3.2 5.5 5.5 3.6 3.6 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.2 6.5 4.2 6.5 6.5 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None C-Max None C-Max C-Max None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Splits and Phases: 2: Barton St. & Alessandro Bl.

7.1-1
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 2: Barton St. & Alessandro Bl. 05/29/2019
Horizon Year (2040) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 1809 18 47 3377 6 76 0 69 7 0 4 Future Volume (veh/h) 4 1809 18 47 3377 6 76 0 69 7 0 4 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 4 1945 19 51 3631 6 82 0 43 8 0 1
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 000000000000
Cap, veh/h 9 3098 30 66 3311 935 61 0 455 61 0 461
Arrive On Green 0.01 0.55 0.55 0.05 0.77 0.77 0.29 0.00 0.29 0.29 0.00 0.29 Sat Flow, veh/h 1810 5635 55 1810 5700 1610 5 0 1590 4 0 1610 Grp Volume(v), veh/h 4 1311 653 51 3631 6 82 0 43 8 0 1 Grp Sat Flow(s),veh/h/ln 1810 1900 1890 1810 1900 1610 5 0 1590 4 0 1610 Q Serve(g_s), s 0.3 28.5 28.5 3.3 69.7 0.1 0.1 0.0 2.4 0.1 0.0 0.1 Cycle Q Clear(g_c), s 0.3 28.5 28.5 3.3 69.7 0.1 34.4 0.0 2.4 34.4 0.0 0.1 Prop In Lane 1.00 0.03 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 9 2089 1039 66 3311 935 61 0 455 61 0 461 V/C Ratio(X) 0.43 0.63 0.63 0.77 1.10 0.01 1.33 0.00 0.09 0.13 0.00 0.00 Avail Cap(c_a), veh/h 103 2089 1039 103 3311 935 62 0 456 62 0 462 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.57 0.57 0.57 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 59.5 18.6 18.6 56.6 13.6 5.7 60.0 0.0 31.4 60.0 0.0 30.6 Incr Delay (d2), s/veh 10.9 1.4 2.9 4.1 46.7 0.0 227.9 0.0 0.1 1.0 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 0.1 11.5 11.8 1.5 25.2 0.0 5.8 0.0 0.9 0.3 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 70.4 20.0 21.5 60.7 60.4 5.7 287.9 0.0 31.5 60.9 0.0 30.6 LnGrp LOS E C C E F A F A C E A C
Approach Vol, veh/h 1968 3688 125 9
Approach Delay, s/veh 20.6 60.3 199.7 57.6
Approach LOS C E F E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.6 72.4 39.0 4.8 76.2 39.0
Change Period (Y+Rc), s * 4.2 6.5 4.6 * 4.2 6.5 4.6
Max Green Setting (Gmax), s * 6.8 63.5 34.4 * 6.8 63.5 34.4 Max Q Clear Time (g_c+I1), s 5.3 30.5 36.4 2.3 71.7 36.4 Green Ext Time (p_c), s 0.0 22.4 0.0 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 49.8
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

7.1-2
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 05/29/2019
Horizon Year (2040) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 3
Lane Group EBL EBT WBL WBT NBL NBT Ø6
Lane Configurations
Traffic Volume (vph) 6 1873 2 3430 4 0
Future Volume (vph) 6 1873 2 3430 4 0
Turn Type Prot NA Prot NA Perm NA
Protected Phases 7438 26
Permitted Phases 2
Detector Phase 743822
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.2 23.5 9.2 23.5 14.6 14.6 14.6
Total Split (s) 10.0 95.0 10.0 95.0 15.0 15.0 15.0
Total Split (%) 8.3% 79.2% 8.3% 79.2% 12.5% 12.5% 13%
Yellow Time (s) 3.2 5.5 3.2 5.5 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.2 6.5 4.2 6.5 4.6
Lead/Lag Lead Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 81 (68%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 110
Control Type: Actuated-Coordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

7.1-3
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 05/29/2019
Horizon Year (2040) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 6 1873 6 2 3430 0404000
Future Volume (veh/h) 6 1873 6 2 3430 0404000
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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 7 2036 7 2 3728 0401000
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, % 000000000000
Cap, veh/h 16 3936 14 186 4414 0 69 0 4 0 24 0
Arrive On Green 0.02 1.00 1.00 0.10 0.85 0.00 0.01 0.00 0.01 0.00 0.00 0.00 Sat Flow, veh/h 1810 5336 18 1810 5358 0 1177 0 294 0 1900 0 Grp Volume(v), veh/h 7 1319 724 2 3728 0500000
Grp Sat Flow(s),veh/h/ln 1810 1729 1897 1810 1729 0 1471 0 0 0 1900 0 Q Serve(g_s), s 0.5 0.0 0.0 0.1 45.7 0.0 0.4 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.5 0.0 0.0 0.1 45.7 0.0 0.4 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.01 1.00 0.00 0.80 0.20 0.00 0.00
Lane Grp Cap(c), veh/h 16 2550 1399 186 4414 0 73 0 0 0 24 0 V/C Ratio(X) 0.45 0.52 0.52 0.01 0.84 0.00 0.07 0.00 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 87 2550 1399 186 4414 0 181 0 0 0 165 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.87 0.87 0.87 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 58.7 0.0 0.0 48.3 4.7 0.0 58.7 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 6.3 0.7 1.2 0.0 2.1 0.0 0.4 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.2 0.5 0.1 5.2 0.0 0.2 0.0 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 65.0 0.7 1.2 48.3 6.9 0.0 59.1 0.0 0.0 0.0 0.0 0.0 LnGrp LOS E A A D AAEAAAAA
Approach Vol, veh/h 2050 3730 5 0
Approach Delay, s/veh 1.1 6.9 59.1 0.0
Approach LOS A A E
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 6.1 18.9 95.0 6.1 5.2 108.6
Change Period (Y+Rc), s 4.6 6.5 * 6.5 4.6 * 4.2 6.5
Max Green Setting (Gmax), s 10.4 5.8 * 89 10.4 * 5.8 88.5 Max Q Clear Time (g_c+I1), s 2.4 2.1 2.0 0.0 2.5 47.7
Green Ext Time (p_c), s 0.0 0.0 40.7 0.0 0.0 40.5
Intersection Summary
HCM 6th Ctrl Delay 4.9
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

7.1-4
HCM 6th TWSC Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 05/29/2019
Horizon Year (2040) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 5
Intersection
Int Delay, s/veh 0.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1877 8 14 3432 4 17
Future Vol, veh/h 1877 8 14 3432 4 17
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 155 - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 2040 9 15 3730 4 18

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 2049 0 3567 1025
Stage 1 - - - - 2045 -
Stage 2 - - - - 1522 -
Critical Hdwy - - 5.3 - 5.7 7.1
Critical Hdwy Stg 1 - - - - 6.6 -
Critical Hdwy Stg 2 - - - - 6 -
Follow-up Hdwy - - 3.1 - 3.8 3.9
Pot Cap-1 Maneuver - - 121 - 13 202
Stage 1 - - - - 54 -
Stage 2 - - - - 151 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 121 - 11 202
Mov Cap-2 Maneuver - - - - 11 -
Stage 1 - - - - 54 -
Stage 2 - - - - 132 -

Approach EB WB NB
HCM Control Delay, s 0 0.2 110

HCM LOS F

Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT
Capacity (veh/h) 11 202 - - 121 -
HCM Lane V/C Ratio 0.395 0.091 - - 0.126 -
HCM Control Delay (s) $ 473.2 24.6 - - 39 -
HCM Lane LOS F C - - E -
HCM 95th %tile Q(veh) 0.9 0.3 - - 0.4 -

7.1-5
Timings Sycamore Hills Distribution Center TIA (JN 12014) 5: Alessandro Bl. & San Gorgonio Dr. 05/29/2019
Horizon Year (2040) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 6
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBR
Lane Configurations
Traffic Volume (vph) 13 1869 175 3760 46 13 68 25 16
Future Volume (vph) 13 1869 175 3760 46 13 68 25 16
Turn Type Prot NA Prot NA Perm Prot Perm Prot Perm
Protected Phases 5216 3 7
Permitted Phases 6 8 4
Detector Phase 521663874
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 16.5 9.6 30.5 30.5 9.6 26.6 9.6 14.6 Total Split (s) 9.6 69.6 14.0 74.0 74.0 9.6 26.8 9.6 26.8 Total Split (%) 8.0% 58.0% 11.7% 61.7% 61.7% 8.0% 22.3% 8.0% 22.3% Yellow Time (s) 3.6 5.5 3.6 5.5 5.5 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.5 4.6 6.5 6.5 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None C-Max None None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 77.1 (64%), Referenced to phase 2:EBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Splits and Phases: 5: Alessandro Bl. & San Gorgonio Dr.

7.1-6
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 5: Alessandro Bl. & San Gorgonio Dr. 05/29/2019
Horizon Year (2040) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 13 1869 35 175 3760 46 13 0 68 25 0 16 Future Volume (veh/h) 13 1869 35 175 3760 46 13 0 68 25 0 16 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 14 2032 38 190 4087 47 14 0 74 27 0 0 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, % 000000000000
Cap, veh/h 28 3359 63 142 3650 1132 28 153 130 56 183
Arrive On Green 0.02 0.64 0.64 0.10 0.94 0.94 0.02 0.00 0.08 0.03 0.00 0.00 Sat Flow, veh/h 1810 5242 98 1810 5187 1609 1810 1900 1610 1810 1900 1610 Grp Volume(v), veh/h 14 1340 730 190 4087 47 14 0 74 27 0 0 Grp Sat Flow(s),veh/h/ln 1810 1729 1882 1810 1729 1609 1810 1900 1610 1810 1900 1610 Q Serve(g_s), s 0.9 27.3 27.3 9.4 84.4 0.2 0.9 0.0 5.3 1.8 0.0 0.0 Cycle Q Clear(g_c), s 0.9 27.3 27.3 9.4 84.4 0.2 0.9 0.0 5.3 1.8 0.0 0.0 Prop In Lane 1.00 0.05 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 28 2216 1206 142 3650 1132 28 153 130 56 183 V/C Ratio(X) 0.50 0.60 0.61 1.34 1.12 0.04 0.50 0.00 0.57 0.48 0.00 Avail Cap(c_a), veh/h 75 2216 1206 142 3650 1132 75 352 298 75 352 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.09 0.09 0.09 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 58.6 12.6 12.7 53.7 3.9 1.1 58.6 0.0 53.2 57.2 0.0 0.0 Incr Delay (d2), s/veh 5.0 1.2 2.3 157.6 54.4 0.0 13.0 0.0 3.9 6.2 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/ln 0.4 9.1 10.3 10.2 20.2 0.1 0.5 0.0 0.1 0.9 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.6 13.9 14.9 211.3 58.2 1.2 71.6 0.0 57.0 63.4 0.0 0.0 LnGrp LOS E B B F F AEAEEA
Approach Vol, veh/h 2084 4324 88 27 A
Approach Delay, s/veh 14.6 64.3 59.4 63.4
Approach LOS BEEE
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 14.0 83.4 6.5 16.1 6.5 90.9 8.3 14.3 Change Period (Y+Rc), s 4.6 6.5 4.6 4.6 4.6 6.5 4.6 4.6 Max Green Setting (Gmax), s 9.4 63.1 5.0 22.2 5.0 67.5 5.0 22.2 Max Q Clear Time (g_c+I1), s 11.4 29.3 2.9 0.0 2.9 86.4 3.8 7.3 Green Ext Time (p_c), s 0.0 24.2 0.0 0.0 0.0 0.0 0.0 0.1 Intersection Summary
HCM 6th Ctrl Delay 48.4
HCM 6th LOS D
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

7.1-7
Timings Sycamore Hills Distribution Center TIA (JN 12014) 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl. 05/29/2019 Horizon Year (2040) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 8
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 256 1709 367 315 2984 607 672 859 111 174 175 258 Future Volume (vph) 256 1709 367 315 2984 607 672 859 111 174 175 258 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Perm Protected Phases 5 2 1 6 38174
Permitted Phases 2684
Detector Phase 522166381744
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 Minimum Split (s) 8.7 43.5 43.5 8.7 43.5 43.5 8.7 15.8 8.7 8.7 49.8 49.8 Total Split (s) 10.0 46.4 46.4 10.0 46.4 46.4 13.0 50.6 10.0 13.0 50.6 50.6 Total Split (%) 8.3% 38.7% 38.7% 8.3% 38.7% 38.7% 10.8% 42.2% 8.3% 10.8% 42.2% 42.2% Yellow Time (s) 3.2 5.5 5.5 3.2 5.5 5.5 3.2 4.8 3.2 3.2 4.8 4.8 All-Red Time (s) 0.5 1.0 1.0 0.5 1.0 1.0 0.5 1.0 0.5 0.5 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.7 6.5 6.5 3.7 6.5 6.5 3.7 5.8 3.7 3.7 5.8 5.8 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 4 (3%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 115
Control Type: Actuated-Coordinated
Splits and Phases: 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl.

7.1-8
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl. 05/29/2019 Horizon Year (2040) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 256 1709 367 315 2984 607 672 859 111 174 175 258 Future Volume (veh/h) 256 1709 367 315 2984 607 672 859 111 174 175 258 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 269 1799 386 332 3141 639 707 904 117 183 184 272 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 000000000000
Cap, veh/h 95 2171 674 184 2171 673 272 1071 990 239 1037 463 Arrive On Green 0.02 0.14 0.14 0.05 0.42 0.42 0.08 0.30 0.30 0.07 0.29 0.29 Sat Flow, veh/h 1810 5187 1610 3510 5187 1609 3510 3610 2834 3510 3610 1610 Grp Volume(v), veh/h 269 1799 386 332 3141 639 707 904 117 183 184 272 Grp Sat Flow(s),veh/h/ln 1810 1729 1610 1755 1729 1609 1755 1805 1417 1755 1805 1610 Q Serve(g_s), s 6.3 40.5 26.9 6.3 50.2 46.0 9.3 28.2 3.4 6.2 4.6 17.4 Cycle Q Clear(g_c), s 6.3 40.5 26.9 6.3 50.2 46.0 9.3 28.2 3.4 6.2 4.6 17.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 95 2171 674 184 2171 673 272 1071 990 239 1037 463 V/C Ratio(X) 2.83 0.83 0.57 1.80 1.45 0.95 2.60 0.84 0.12 0.77 0.18 0.59 Avail Cap(c_a), veh/h 95 2171 674 184 2171 673 272 1348 1207 272 1348 601 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.66 0.66 0.66 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 59.0 47.5 41.7 56.8 34.9 33.7 55.3 39.6 26.5 55.0 32.1 36.7 Incr Delay (d2), s/veh 843.1 2.6 2.3 381.4 203.8 24.2 730.0 4.1 0.1 9.0 0.1 1.2 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 0.0 0.0 %ile BackOfQ(50%),veh/ln 25.2 19.2 12.0 12.5 60.6 21.3 31.6 12.6 1.1 3.0 2.0 6.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 902.1 50.1 44.0 438.2 238.7 57.9 785.4 43.7 26.6 64.0 32.2 37.9 LnGrp LOS F D D F F E F D C E C D
Approach Vol, veh/h 2454 4112 1728 639
Approach Delay, s/veh 142.5 226.7 346.0 43.7
Approach LOS F F F D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 56.7 13.0 40.3 10.0 56.7 11.9 41.4 Change Period (Y+Rc), s 3.7 6.5 3.7 5.8 3.7 6.5 3.7 5.8 Max Green Setting (Gmax), s 6.3 39.9 9.3 44.8 6.3 39.9 9.3 44.8 Max Q Clear Time (g_c+I1), s 8.3 42.5 11.3 19.4 8.3 52.2 8.2 30.2 Green Ext Time (p_c), s 0.0 0.0 0.0 1.9 0.0 0.0 0.0 5.4 Intersection Summary
HCM 6th Ctrl Delay 213.6
HCM 6th LOS F

7.1-9
Timings Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/28/2019
Horizon Year (2040) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBT WBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 1513 3319 350 0 587
Future Volume (vph) 1513 3319 350 0 587
Turn Type NA NA Split NA Perm
Protected Phases 2644
Permitted Phases 4
Detector Phase 26444
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.5 34.5 10.0 10.0 10.0
Total Split (s) 63.0 63.0 22.0 22.0 22.0
Total Split (%) 74.1% 74.1% 25.9% 25.9% 25.9%
Yellow Time (s) 4.5 4.5 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.5 5.5 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode C-Max C-Max None None None
Intersection Summary
Cycle Length: 85
Actuated Cycle Length: 85
Offset: 9 (11%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Splits and Phases: 7: I-215 SB Ramps & Alessandro Bl.

7.1-10
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/28/2019
Horizon Year (2040) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1513 481 0 3319 270 0 0 0 350 0 587 Future Volume (veh/h) 0 1513 481 0 3319 270 0 0 0 350 0 587 Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1900 1900 0 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 0 1560 467 0 3422 278 241 0 690
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 000000 000
Cap, veh/h 0 2675 787 0 3310 261 362 0 643
Arrive On Green 0.00 0.68 0.68 0.00 1.00 1.00 0.20 0.00 0.20 Sat Flow, veh/h 0 4125 1164 0 5064 386 1810 0 3216
Grp Volume(v), veh/h 0 1361 666 0 2388 1312 241 0 690
Grp Sat Flow(s),veh/h/ln 0 1729 1660 0 1729 1820 1810 0 1608 Q Serve(g_s), s 0.0 17.8 18.4 0.0 0.0 56.4 10.4 0.0 17.0 Cycle Q Clear(g_c), s 0.0 17.8 18.4 0.0 0.0 56.4 10.4 0.0 17.0 Prop In Lane 0.00 0.70 0.00 0.21 1.00 1.00
Lane Grp Cap(c), veh/h 0 2339 1123 0 2339 1231 362 0 643 V/C Ratio(X) 0.00 0.58 0.59 0.00 1.02 1.07 0.67 0.00 1.07 Avail Cap(c_a), veh/h 0 2339 1123 0 2339 1231 362 0 643 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 0.09 0.09 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 7.3 7.4 0.0 0.0 0.0 31.4 0.0 34.0 Incr Delay (d2), s/veh 0.0 1.1 2.3 0.0 12.0 31.5 4.6 0.0 56.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 4.4 4.8 0.0 3.9 10.8 4.7 0.0 11.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 8.4 9.7 0.0 12.0 31.5 36.0 0.0 90.7 LnGrp LOS AAAAFF DAF
Approach Vol, veh/h 2027 3700 931
Approach Delay, s/veh 8.8 18.9 76.5
Approach LOS A B E
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 63.0 22.0 63.0
Change Period (Y+Rc), s 5.5 5.0 5.5
Max Green Setting (Gmax), s 57.5 17.0 57.5
Max Q Clear Time (g_c+I1), s 20.4 19.0 58.4
Green Ext Time (p_c), s 18.9 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 23.9
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

7.1-11
Timings Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/28/2019
Horizon Year (2040) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 91 1736 2487 211 1165 35 274
Future Volume (vph) 91 1736 2487 211 1165 35 274
Turn Type Prot NA NA Perm Split NA Perm
Protected Phases 5 2 6 8 8
Permitted Phases 6 8
Detector Phase 5266888
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 10.5 33.5 33.5 10.0 10.0 10.0
Total Split (s) 10.0 49.0 39.0 39.0 36.0 36.0 36.0
Total Split (%) 11.8% 57.6% 45.9% 45.9% 42.4% 42.4% 42.4% Yellow Time (s) 3.5 4.5 4.5 4.5 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 5.5 5.5 5.5 5.0 5.0 5.0
Lead/Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None C-Max C-Max C-Max Max Max Max
Intersection Summary
Cycle Length: 85
Actuated Cycle Length: 85
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 110
Control Type: Actuated-Coordinated
Splits and Phases: 8: I-215 NB Ramps & Alessandro Bl.

7.1-12
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/28/2019
Horizon Year (2040) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 91 1736 67 0 2487 211 1165 35 274 0 0 0 Future Volume (veh/h) 91 1736 67 0 2487 211 1165 35 274 0 0 0 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 93 1771 68 0 2538 195 1272 0 158
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 000000000
Cap, veh/h 330 3283 126 0 2044 620 1320 0 587
Arrive On Green 0.36 1.00 1.00 0.00 0.39 0.39 0.36 0.00 0.36 Sat Flow, veh/h 1810 5121 196 0 5358 1573 3619 0 1610
Grp Volume(v), veh/h 93 1195 644 0 2538 195 1272 0 158
Grp Sat Flow(s),veh/h/ln 1810 1729 1859 0 1729 1573 1810 0 1610 Q Serve(g_s), s 3.1 0.0 0.0 0.0 33.5 7.3 29.3 0.0 5.9
Cycle Q Clear(g_c), s 3.1 0.0 0.0 0.0 33.5 7.3 29.3 0.0 5.9 Prop In Lane 1.00 0.11 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 330 2217 1192 0 2044 620 1320 0 587 V/C Ratio(X) 0.28 0.54 0.54 0.00 1.24 0.31 0.96 0.00 0.27 Avail Cap(c_a), veh/h 330 2217 1192 0 2044 620 1320 0 587 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.72 0.72 0.72 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 23.1 0.0 0.0 0.0 25.8 17.8 26.4 0.0 19.0 Incr Delay (d2), s/veh 0.2 0.7 1.3 0.0 113.0 1.3 17.5 0.0 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.2 0.4 0.0 33.0 2.5 14.4 0.0 2.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 23.3 0.7 1.3 0.0 138.8 19.1 43.9 0.0 20.1 LnGrp LOS C A A A F B D A C
Approach Vol, veh/h 1932 2733 1430
Approach Delay, s/veh 2.0 130.2 41.3
Approach LOS A F D
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 60.0 21.0 39.0 36.0
Change Period (Y+Rc), s 5.5 5.5 * 5.5 5.0
Max Green Setting (Gmax), s 43.5 5.5 * 34 31.0
Max Q Clear Time (g_c+I1), s 2.0 5.1 35.5 31.3
Green Ext Time (p_c), s 16.4 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 68.7
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

7.1-13
Timings Sycamore Hills Distribution Center TIA (JN 12014) 2: Barton St. & Alessandro Bl. 05/29/2019
Horizon Year (2040) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 12 3282 72 2775 19 59 0 58 10 0 9
Future Volume (vph) 12 3282 72 2775 19 59 0 58 10 0 9
Turn Type Prot NA Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 5216 8 4
Permitted Phases 6 8 8 4 4
Detector Phase 52166888444
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.2 28.5 11.0 28.5 28.5 30.6 30.6 30.6 26.6 26.6 26.6 Total Split (s) 9.2 75.0 10.0 75.8 75.8 35.0 35.0 35.0 35.0 35.0 35.0 Total Split (%) 7.7% 62.5% 8.3% 63.2% 63.2% 29.2% 29.2% 29.2% 29.2% 29.2% 29.2% Yellow Time (s) 3.2 5.5 3.2 5.5 5.5 3.6 3.6 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.2 6.5 4.2 6.5 6.5 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None C-Max None C-Max C-Max Max Max Max Max Max Max Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Splits and Phases: 2: Barton St. & Alessandro Bl.

7.1-14
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 2: Barton St. & Alessandro Bl. 05/29/2019
Horizon Year (2040) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 12 3282 41 72 2775 19 59 0 58 10 0 9 Future Volume (veh/h) 12 3282 41 72 2775 19 59 0 58 10 0 9 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 13 3455 41 76 2921 20 62 0 39 11 0 -4 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 000000000000
Cap, veh/h 27 3209 38 87 3446 973 0 0 406 411 0 408
Arrive On Green 0.01 0.57 0.57 0.05 0.60 0.60 0.25 0.00 0.25 0.25 0.00 0.00 Sat Flow, veh/h 1810 5622 66 1810 5700 1610 0 0 1604 1385 0 1610 Grp Volume(v), veh/h 13 2331 1165 76 2921 20 62 0 39 11 0 -4 Grp Sat Flow(s),veh/h/ln 1810 1900 1888 1810 1900 1610 0 0 1604 1385 0 1610 Q Serve(g_s), s 0.9 68.5 68.5 5.0 49.9 0.6 0.0 0.0 2.2 0.7 0.0 0.0 Cycle Q Clear(g_c), s 0.9 68.5 68.5 5.0 49.9 0.6 0.0 0.0 2.2 0.7 0.0 0.0 Prop In Lane 1.00 0.04 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 27 2169 1078 87 3446 973 0 0 406 411 0 408 V/C Ratio(X) 0.49 1.07 1.08 0.87 0.85 0.02 0.00 0.00 0.10 0.03 0.00 -0.01 Avail Cap(c_a), veh/h 75 2169 1078 87 3446 973 0 0 406 411 0 408 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 0.73 0.73 0.73 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 58.7 25.7 25.7 56.7 19.2 9.5 0.0 0.0 34.3 33.7 0.0 0.0 Incr Delay (d2), s/veh 5.1 42.9 52.1 43.5 2.1 0.0 0.0 0.0 0.5 0.1 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 0.4 38.9 41.4 3.3 19.0 0.2 1.4 0.0 0.9 0.3 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.8 68.6 77.9 100.2 21.3 9.5 0.0 0.0 34.8 33.8 0.0 0.0 LnGrp LOS E F F F C A A A C C A A
Approach Vol, veh/h 3509 3017 101 7
Approach Delay, s/veh 71.7 23.2 0.0 53.2
Approach LOS E C A D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 10.0 75.0 35.0 6.0 79.0 35.0
Change Period (Y+Rc), s * 4.2 6.5 4.6 * 4.2 6.5 4.6
Max Green Setting (Gmax), s * 5.8 68.5 30.4 * 5 69.3 30.4 Max Q Clear Time (g_c+I1), s 7.0 70.5 2.7 2.9 51.9 4.2
Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 16.8 0.4
Intersection Summary
HCM 6th Ctrl Delay 48.5
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.

7.1-15
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 05/29/2019
Horizon Year (2040) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 3
Lane Group EBL EBT WBL WBT NBL NBT Ø6
Lane Configurations
Traffic Volume (vph) 4 3345 4 2866 6 0
Future Volume (vph) 4 3345 4 2866 6 0
Turn Type Prot NA Prot NA Perm NA
Protected Phases 7438 26
Permitted Phases 2
Detector Phase 743822
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.2 23.5 9.2 23.5 14.6 14.6 14.6
Total Split (s) 10.0 95.0 10.0 95.0 15.0 15.0 15.0
Total Split (%) 8.3% 79.2% 8.3% 79.2% 12.5% 12.5% 13%
Yellow Time (s) 3.2 5.5 3.2 5.5 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.2 6.5 4.2 6.5 4.6
Lead/Lag Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 79 (66%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 100
Control Type: Actuated-Coordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

7.1-16
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 05/29/2019
Horizon Year (2040) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 3345 1 4 2866 0602000
Future Volume (veh/h) 4 3345 1 4 2866 0602000
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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 4 3636 1 4 3115 0700000
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, % 000000000000
Cap, veh/h 213 3950 1 213 3825 0 85 0 0 0 33 0
Arrive On Green 0.12 0.74 0.74 0.12 0.74 0.00 0.02 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5356 1 1810 5358 0 1440 0 0 0 1900 0 Grp Volume(v), veh/h 4 2347 1290 4 3115 0700000
Grp Sat Flow(s),veh/h/ln 1810 1729 1900 1810 1729 0 1440 0 0 0 1900 0 Q Serve(g_s), s 0.2 66.6 66.6 0.2 47.4 0.0 0.6 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.2 66.6 66.6 0.2 47.4 0.0 0.6 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 213 2550 1401 213 3825 0 85 0 0 0 33 0 V/C Ratio(X) 0.02 0.92 0.92 0.02 0.81 0.00 0.08 0.00 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 213 2550 1401 213 3825 0 185 0 0 0 165 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) 0.09 0.09 0.09 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 46.8 12.9 12.9 46.8 10.3 0.0 58.2 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.7 1.3 0.0 2.0 0.0 0.4 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 17.6 19.5 0.1 13.1 0.0 0.2 0.0 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.8 13.6 14.2 46.8 12.4 0.0 58.6 0.0 0.0 0.0 0.0 0.0 LnGrp LOS D B B D BAEAAAAA
Approach Vol, veh/h 3641 3119 7 0
Approach Delay, s/veh 13.8 12.4 58.6 0.0
Approach LOS B B E
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 6.7 18.3 95.0 6.7 18.3 95.0
Change Period (Y+Rc), s 4.6 4.2 * 6.5 4.6 4.2 * 6.5
Max Green Setting (Gmax), s 10.4 5.8 * 89 10.4 5.8 * 89 Max Q Clear Time (g_c+I1), s 2.6 2.2 68.6 0.0 2.2 49.4
Green Ext Time (p_c), s 0.0 0.0 19.7 0.0 0.0 37.4
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.

7.1-17
HCM 6th TWSC Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 05/29/2019
Horizon Year (2040) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 5
Intersection
Int Delay, s/veh 3.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 3347 14 27 2870 2 11
Future Vol, veh/h 3347 14 27 2870 2 11
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 155 - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 3638 15 29 3120 2 12

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 3653 0 4952 1827
Stage 1 - - - - 3646 -
Stage 2 - - - - 1306 -
Critical Hdwy - - 5.3 - 5.7 7.1
Critical Hdwy Stg 1 - - - - 6.6 -
Critical Hdwy Stg 2 - - - - 6 -
Follow-up Hdwy - - 3.1 - 3.8 3.9
Pot Cap-1 Maneuver - - ~ 18 - ~ 2 58
Stage 1 - - - - 5 -
Stage 2 - - - - 198 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - ~ 18 - 0 58
Mov Cap-2 Maneuver - - - - 0 -
Stage 1 - - - - 5 -
Stage 2 - - - - 0 -

Approach EB WB NB
HCM Control Delay, s 0 7

HCM LOS -

Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT
Capacity (veh/h) - 58 - - ~ 18 -
HCM Lane V/C Ratio - 0.206 - - 1.63 -
HCM Control Delay (s) - 82.5 - -$ 755.3 -
HCM Lane LOS - F - - F -
HCM 95th %tile Q(veh) - 0.7 - - 4.1 -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

7.1-18
Timings Sycamore Hills Distribution Center TIA (JN 12014) 5: Alessandro Bl. & San Gorgonio Dr. 05/29/2019
Horizon Year (2040) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 6
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBR
Lane Configurations
Traffic Volume (vph) 18 3683 101 2859 25 36 186 34 21
Future Volume (vph) 18 3683 101 2859 25 36 186 34 21
Turn Type Prot NA Prot NA Perm Prot Perm Prot Perm
Protected Phases 5216 3 7
Permitted Phases 6 8 4
Detector Phase 521663874
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 16.5 9.6 30.5 30.5 9.6 26.6 9.6 14.6 Total Split (s) 9.6 72.2 11.0 73.6 73.6 10.0 27.2 9.6 26.8 Total Split (%) 8.0% 60.2% 9.2% 61.3% 61.3% 8.3% 22.7% 8.0% 22.3% Yellow Time (s) 3.6 5.5 3.6 5.5 5.5 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.5 4.6 6.5 6.5 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None C-Max None None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 76.7 (64%), Referenced to phase 2:EBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Splits and Phases: 5: Alessandro Bl. & San Gorgonio Dr.

7.1-19
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 5: Alessandro Bl. & San Gorgonio Dr. 05/29/2019
Horizon Year (2040) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 18 3683 20 101 2859 25 36 0 186 34 0 21 Future Volume (veh/h) 18 3683 20 101 2859 25 36 0 186 34 0 21 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 20 4047 11 110 3142 26 39 0 126 37 0 0 Peak Hour Factor 0.91 0.91 0.92 0.92 0.91 0.91 0.92 0.92 0.92 0.91 0.92 0.91 Percent Heavy Veh, % 000000000000
Cap, veh/h 37 3659 10 97 3859 1066 55 181 153 69 196
Arrive On Green 0.02 0.64 0.64 0.05 0.68 0.68 0.03 0.00 0.10 0.04 0.00 0.00 Sat Flow, veh/h 1810 5682 15 1810 5700 1575 1810 1900 1610 1810 1900 1610 Grp Volume(v), veh/h 20 2705 1353 110 3142 26 39 0 126 37 0 0 Grp Sat Flow(s),veh/h/ln 1810 1900 1897 1810 1900 1575 1810 1900 1610 1810 1900 1610 Q Serve(g_s), s 1.3 77.3 77.3 6.4 47.6 0.7 2.6 0.0 9.2 2.4 0.0 0.0 Cycle Q Clear(g_c), s 1.3 77.3 77.3 6.4 47.6 0.7 2.6 0.0 9.2 2.4 0.0 0.0 Prop In Lane 1.00 0.01 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 37 2447 1222 97 3859 1066 55 181 153 69 196 V/C Ratio(X) 0.55 1.11 1.11 1.14 0.81 0.02 0.71 0.00 0.82 0.53 0.00 Avail Cap(c_a), veh/h 75 2447 1222 97 3859 1066 81 358 303 75 352 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 0.09 0.09 0.09 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 58.2 21.4 21.4 56.8 13.9 6.4 57.7 0.0 53.3 56.6 0.0 0.0 Incr Delay (d2), s/veh 4.6 54.3 60.4 74.5 0.1 0.0 15.6 0.0 10.4 6.2 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/ln 0.6 45.5 47.5 4.8 15.8 0.2 1.4 0.0 4.2 1.2 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 62.8 75.6 81.8 131.3 14.1 6.4 73.2 0.0 63.7 62.9 0.0 0.0 LnGrp LOS E F F F BAEAEEA
Approach Vol, veh/h 4078 3278 165 37 A
Approach Delay, s/veh 77.6 18.0 65.9 62.9
Approach LOS EBEE
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 11.0 83.8 8.2 17.0 7.0 87.7 9.2 16.0 Change Period (Y+Rc), s 4.6 6.5 4.6 4.6 4.6 6.5 4.6 4.6 Max Green Setting (Gmax), s 6.4 65.7 5.4 22.2 5.0 67.1 5.0 22.6 Max Q Clear Time (g_c+I1), s 8.4 79.3 4.6 0.0 3.3 49.6 4.4 11.2 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 17.1 0.0 0.3 Intersection Summary
HCM 6th Ctrl Delay 51.4
HCM 6th LOS D
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

7.1-20
Timings Sycamore Hills Distribution Center TIA (JN 12014) 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl. 05/29/2019 Horizon Year (2040) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 8
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 332 2688 716 273 2352 232 536 416 295 245 855 494 Future Volume (vph) 332 2688 716 273 2352 232 536 416 295 245 855 494 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Perm Protected Phases 5 2 1 6 38174
Permitted Phases 2684
Detector Phase 522166381744
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 Minimum Split (s) 8.7 43.5 43.5 8.7 43.5 43.5 8.7 15.8 8.7 8.7 49.8 49.8 Total Split (s) 13.0 47.0 47.0 10.0 44.0 44.0 12.0 51.0 10.0 12.0 51.0 51.0 Total Split (%) 10.8% 39.2% 39.2% 8.3% 36.7% 36.7% 10.0% 42.5% 8.3% 10.0% 42.5% 42.5% Yellow Time (s) 3.2 5.5 5.5 3.2 5.5 5.5 3.2 4.8 3.2 3.2 4.8 4.8 All-Red Time (s) 0.5 1.0 1.0 0.5 1.0 1.0 0.5 1.0 0.5 0.5 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.7 6.5 6.5 3.7 6.5 6.5 3.7 5.8 3.7 3.7 5.8 5.8 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None Max None None Max Max Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 11 (9%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 115
Control Type: Actuated-Coordinated
Splits and Phases: 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl.

7.1-21
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl. 05/29/2019 Horizon Year (2040) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 332 2688 716 273 2352 232 536 416 295 245 855 494 Future Volume (veh/h) 332 2688 716 273 2352 232 536 416 295 245 855 494 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 369 2987 796 303 2613 258 596 462 328 272 950 549 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 000000000000
Cap, veh/h 2144 7615 2364 184 1621 503 243 1423 1266 243 1360 606 Arrive On Green 0.39 0.48 0.48 0.05 0.31 0.31 0.07 0.39 0.39 0.07 0.38 0.38 Sat Flow, veh/h 1810 5187 1610 3510 5187 1610 3510 3610 2834 3510 3610 1610 Grp Volume(v), veh/h 369 2987 796 303 2613 258 596 462 328 272 950 549 Grp Sat Flow(s),veh/h/ln 1810 1729 1610 1755 1729 1610 1755 1805 1417 1755 1805 1610 Q Serve(g_s), s 0.0 0.0 0.0 6.3 37.5 37.5 8.3 10.7 8.7 8.3 26.7 38.7 Cycle Q Clear(g_c), s 0.0 0.0 0.0 6.3 37.5 37.5 8.3 10.7 8.7 8.3 26.7 38.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 2144 7615 2364 184 1621 503 243 1423 1266 243 1360 606 V/C Ratio(X) 0.17 0.39 0.34 1.64 1.61 0.51 2.45 0.32 0.26 1.12 0.70 0.91 Avail Cap(c_a), veh/h 2144 7615 2364 184 1621 503 243 1423 1266 243 1360 606 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.09 0.09 0.09 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 56.8 41.2 215.7 55.8 25.3 20.8 55.9 31.6 35.4 Incr Delay (d2), s/veh 0.0 0.0 0.0 312.9 278.3 3.7 666.9 0.6 0.5 93.9 3.0 19.5 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 0.0 0.0 0.0 10.7 57.0 17.1 26.1 4.5 2.8 6.7 11.7 17.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 0.0 369.8 319.6 219.4 722.7 25.9 21.3 149.7 34.6 54.8 LnGrp LOS A A A FFFFCCFCD
Approach Vol, veh/h 4152 3174 1386 1771
Approach Delay, s/veh 0.0 316.2 324.4 58.6
Approach LOS A F F E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 184.8 14.1 51.0 150.8 44.0 12.0 53.1 Change Period (Y+Rc), s 3.7 6.5 5.8 * 5.8 6.5 * 6.5 3.7 5.8 Max Green Setting (Gmax), s 6.3 40.5 8.3 * 45 9.3 * 38 8.3 45.2 Max Q Clear Time (g_c+I1), s 8.3 2.0 10.3 40.7 2.0 39.5 10.3 12.7 Green Ext Time (p_c), s 0.0 37.7 0.0 3.0 0.3 0.0 0.0 4.4 Intersection Summary
HCM 6th Ctrl Delay 148.5
HCM 6th LOS F
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

7.1-22
Timings Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/28/2019
Horizon Year (2040) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBT WBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 2582 2318 333 0 537
Future Volume (vph) 2582 2318 333 0 537
Turn Type NA NA Split NA Perm
Protected Phases 2644
Permitted Phases 4
Detector Phase 26444
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.5 34.5 10.0 10.0 10.0
Total Split (s) 58.0 58.0 27.0 27.0 27.0
Total Split (%) 68.2% 68.2% 31.8% 31.8% 31.8%
Yellow Time (s) 4.5 4.5 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.5 5.5 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode C-Max C-Max None None None
Intersection Summary
Cycle Length: 85
Actuated Cycle Length: 85
Offset: 33 (39%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 7: I-215 SB Ramps & Alessandro Bl.

7.1-23
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/28/2019
Horizon Year (2040) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 2582 647 0 2318 183 0 0 0 333 0 537 Future Volume (veh/h) 0 2582 647 0 2318 183 0 0 0 333 0 537 Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1900 1900 0 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 0 2747 651 0 2466 193 517 0 292
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000 000
Cap, veh/h 0 2806 611 0 3243 249 779 0 346
Arrive On Green 0.00 0.66 0.66 0.00 0.66 0.66 0.22 0.00 0.22 Sat Flow, veh/h 0 4415 923 0 5075 376 3619 0 1608
Grp Volume(v), veh/h 0 2193 1205 0 1724 935 517 0 292
Grp Sat Flow(s),veh/h/ln 0 1729 1709 0 1729 1823 1810 0 1608 Q Serve(g_s), s 0.0 49.9 56.2 0.0 28.6 30.3 11.1 0.0 14.8 Cycle Q Clear(g_c), s 0.0 49.9 56.2 0.0 28.6 30.3 11.1 0.0 14.8 Prop In Lane 0.00 0.54 0.00 0.21 1.00 1.00
Lane Grp Cap(c), veh/h 0 2286 1130 0 2286 1205 779 0 346 V/C Ratio(X) 0.00 0.96 1.07 0.00 0.75 0.78 0.66 0.00 0.84 Avail Cap(c_a), veh/h 0 2286 1130 0 2286 1205 937 0 416 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 0.47 0.47 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 13.3 14.4 0.0 9.7 10.0 30.5 0.0 32.0 Incr Delay (d2), s/veh 0.0 11.4 46.3 0.0 1.1 2.4 1.3 0.0 12.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 15.6 27.9 0.0 7.2 8.4 4.7 0.0 6.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 24.7 60.7 0.0 10.9 12.4 31.9 0.0 44.6 LnGrp LOS A C F A B B C A D
Approach Vol, veh/h 3398 2659 809
Approach Delay, s/veh 37.5 11.4 36.5
Approach LOS D B D
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 61.7 23.3 61.7
Change Period (Y+Rc), s 5.5 5.0 5.5
Max Green Setting (Gmax), s 52.5 22.0 52.5
Max Q Clear Time (g_c+I1), s 58.2 16.8 32.3
Green Ext Time (p_c), s 0.0 1.5 16.6
Intersection Summary
HCM 6th Ctrl Delay 27.3
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

7.1-24
Timings Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/28/2019
Horizon Year (2040) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 252 2613 1765 300 751 68 382
Future Volume (vph) 252 2613 1765 300 751 68 382
Turn Type Prot NA NA Perm Split NA Perm
Protected Phases 5 2 6 8 8
Permitted Phases 6 8
Detector Phase 5266888
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 10.5 33.5 33.5 10.0 10.0 10.0
Total Split (s) 10.0 55.0 45.0 45.0 34.5 34.5 34.5
Total Split (%) 11.2% 61.5% 50.3% 50.3% 38.5% 38.5% 38.5% Yellow Time (s) 3.5 4.5 4.5 4.5 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 5.5 5.5 5.5 5.0 5.0 5.0
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None C-Max C-Max C-Max Max Max Max
Intersection Summary
Cycle Length: 89.5
Actuated Cycle Length: 89.5
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 8: I-215 NB Ramps & Alessandro Bl.

7.1-25
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/28/2019
Horizon Year (2040) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 252 2613 219 0 1765 300 751 68 382 0 0 0 Future Volume (veh/h) 252 2613 219 0 1765 300 751 68 382 0 0 0 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 268 2780 233 0 1878 203 902 0 183
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000000
Cap, veh/h 111 2711 220 0 2305 701 1186 0 528
Arrive On Green 0.06 0.56 0.56 0.00 0.44 0.44 0.33 0.00 0.33 Sat Flow, veh/h 1810 4879 396 0 5358 1577 3619 0 1610
Grp Volume(v), veh/h 268 1945 1068 0 1878 203 902 0 183 Grp Sat Flow(s),veh/h/ln 1810 1729 1818 0 1729 1577 1810 0 1610 Q Serve(g_s), s 5.5 50.0 50.0 0.0 28.4 7.4 20.1 0.0 7.8 Cycle Q Clear(g_c), s 5.5 50.0 50.0 0.0 28.4 7.4 20.1 0.0 7.8 Prop In Lane 1.00 0.22 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 111 1921 1010 0 2305 701 1186 0 528 V/C Ratio(X) 2.42 1.01 1.06 0.00 0.81 0.29 0.76 0.00 0.35 Avail Cap(c_a), veh/h 111 1921 1010 0 2305 701 1186 0 528 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.09 0.09 0.09 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 42.3 20.0 20.0 0.0 21.8 15.9 27.1 0.0 22.9 Incr Delay (d2), s/veh 643.1 9.5 28.8 0.0 3.3 1.0 4.6 0.0 1.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 22.0 17.9 24.2 0.0 10.4 2.5 8.7 0.0 3.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 685.3 29.5 48.8 0.0 25.1 17.0 31.7 0.0 24.7 LnGrp LOS F F F A C B C A C
Approach Vol, veh/h 3281 2081 1085
Approach Delay, s/veh 89.4 24.3 30.5
Approach LOS F C C
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 55.5 10.0 45.5 34.5
Change Period (Y+Rc), s 5.5 4.5 5.5 5.0
Max Green Setting (Gmax), s 49.5 5.5 39.5 29.5
Max Q Clear Time (g_c+I1), s 52.0 7.5 30.4 22.1
Green Ext Time (p_c), s 0.0 0.0 7.1 2.6
Intersection Summary
HCM 6th Ctrl Delay 58.5
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement.

7.1-26
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
APPENDIX 7.2:

HORIZON YEAR (2040) WITH PROJECT CONDITIONS INTERSECTION OPERATIONS

ANALYSIS WORKSHEETS
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
This Page Intentionally Left Blank

HCM 6th TWSC Sycamore Hills Distribution Center TIA (JN 12014) 1: Barton St. & Driveway 1 05/29/2019
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 1
Intersection
Int Delay, s/veh 1.5
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 6 0 2 19 0 7
Future Vol, veh/h 6 0 2 19 0 7
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
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, % 0 00000
Mvmt Flow 7 0 2 21 0 8
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 21 13 0 0 23 0
Stage 1 13 -----
Stage 2 8 -----
Critical Hdwy 6.4 6.2 - - 4.1 -
Critical Hdwy Stg 1 5.4 -----
Critical Hdwy Stg 2 5.4 -----
Follow-up Hdwy 3.5 3.3 - - 2.2 -
Pot Cap-1 Maneuver 1001 1073 - - 1605 -
Stage 1 1015 -----
Stage 2 1020 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1001 1073 - - 1605 -
Mov Cap-2 Maneuver 1001 -----
Stage 1 1015 -----
Stage 2 1020 -----
Approach WB NB SB
HCM Control Delay, s 8.6 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 1001 1605 -
HCM Lane V/C Ratio - - 0.007 - -
HCM Control Delay (s) - - 8.6 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0 0 -

7.2-1
Timings Sycamore Hills Distribution Center TIA (JN 12014) 2: Barton St. & Alessandro Bl. 05/29/2019
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 2
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 6 1813 47 3378 23 76 0 69 12 0 4
Future Volume (vph) 6 1813 47 3378 23 76 0 69 12 0 4
Turn Type Prot NA Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 5216 8 4
Permitted Phases 6 8 8 4 4
Detector Phase 52166888444
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.2 23.5 9.2 23.5 23.5 31.6 31.6 31.6 14.6 14.6 14.6 Total Split (s) 11.0 70.0 11.0 70.0 70.0 39.0 39.0 39.0 39.0 39.0 39.0 Total Split (%) 9.2% 58.3% 9.2% 58.3% 58.3% 32.5% 32.5% 32.5% 32.5% 32.5% 32.5% Yellow Time (s) 3.2 5.5 3.2 5.5 5.5 3.6 3.6 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.2 6.5 4.2 6.5 6.5 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None C-Max None C-Max C-Max None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Splits and Phases: 2: Barton St. & Alessandro Bl.

7.2-2
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 2: Barton St. & Alessandro Bl. 05/29/2019
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 6 1813 18 47 3378 23 76 0 69 12 0 4 Future Volume (veh/h) 6 1813 18 47 3378 23 76 0 69 12 0 4 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 6 1949 19 51 3632 25 82 0 43 13 0 1 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 000000000000
Cap, veh/h 14 3097 30 66 3297 931 61 0 455 61 0 461
Arrive On Green 0.01 0.55 0.55 0.05 0.77 0.77 0.29 0.00 0.29 0.29 0.00 0.29 Sat Flow, veh/h 1810 5635 55 1810 5700 1610 3 0 1590 3 0 1610 Grp Volume(v), veh/h 6 1314 654 51 3632 25 82 0 43 13 0 1 Grp Sat Flow(s),veh/h/ln 1810 1900 1890 1810 1900 1610 3 0 1590 3 0 1610 Q Serve(g_s), s 0.4 28.6 28.6 3.3 69.4 0.4 0.1 0.0 2.4 0.1 0.0 0.1 Cycle Q Clear(g_c), s 0.4 28.6 28.6 3.3 69.4 0.4 34.4 0.0 2.4 34.4 0.0 0.1 Prop In Lane 1.00 0.03 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 14 2088 1039 66 3297 931 61 0 455 61 0 461 V/C Ratio(X) 0.44 0.63 0.63 0.77 1.10 0.03 1.35 0.00 0.09 0.21 0.00 0.00 Avail Cap(c_a), veh/h 103 2088 1039 103 3297 931 61 0 456 61 0 462 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.56 0.56 0.56 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 59.3 18.6 18.6 56.6 13.8 5.9 60.0 0.0 31.4 60.0 0.0 30.6 Incr Delay (d2), s/veh 8.0 1.4 2.9 4.0 48.8 0.0 233.3 0.0 0.1 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 0.2 11.5 11.9 1.5 26.2 0.1 5.8 0.0 0.9 0.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.3 20.1 21.5 60.6 62.7 5.9 293.3 0.0 31.5 61.7 0.0 30.6 LnGrp LOS E C C E F A F A C E A C
Approach Vol, veh/h 1974 3708 125 14
Approach Delay, s/veh 20.7 62.2 203.3 59.5
Approach LOS C E F E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.6 72.4 39.0 5.1 75.9 39.0
Change Period (Y+Rc), s * 4.2 6.5 4.6 * 4.2 6.5 4.6
Max Green Setting (Gmax), s * 6.8 63.5 34.4 * 6.8 63.5 34.4 Max Q Clear Time (g_c+I1), s 5.3 30.6 36.4 2.4 71.4 36.4 Green Ext Time (p_c), s 0.0 22.4 0.0 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 51.2
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

7.2-3
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 05/29/2019
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBL WBT NBL NBT Ø6
Lane Configurations
Traffic Volume (vph) 6 1882 2 3448 4 0
Future Volume (vph) 6 1882 2 3448 4 0
Turn Type Prot NA Prot NA Perm NA
Protected Phases 7438 26
Permitted Phases 2
Detector Phase 743822
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.2 23.5 9.2 23.5 14.6 14.6 14.6
Total Split (s) 10.0 95.0 10.0 95.0 15.0 15.0 15.0
Total Split (%) 8.3% 79.2% 8.3% 79.2% 12.5% 12.5% 13%
Yellow Time (s) 3.2 5.5 3.2 5.5 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.2 6.5 4.2 6.5 4.6
Lead/Lag Lead Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 81 (68%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 110
Control Type: Actuated-Coordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

7.2-4
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 05/29/2019
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 6 1882 6 2 3448 0404000
Future Volume (veh/h) 6 1882 6 2 3448 0404000
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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 7 2046 7 2 3748 0401000
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, % 000000000000
Cap, veh/h 16 3936 13 186 4414 0 69 0 4 0 24 0
Arrive On Green 0.02 1.00 1.00 0.10 0.85 0.00 0.01 0.00 0.01 0.00 0.00 0.00 Sat Flow, veh/h 1810 5336 18 1810 5358 0 1177 0 294 0 1900 0 Grp Volume(v), veh/h 7 1326 727 2 3748 0500000
Grp Sat Flow(s),veh/h/ln 1810 1729 1897 1810 1729 0 1471 0 0 0 1900 0 Q Serve(g_s), s 0.5 0.0 0.0 0.1 46.6 0.0 0.4 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.5 0.0 0.0 0.1 46.6 0.0 0.4 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.01 1.00 0.00 0.80 0.20 0.00 0.00
Lane Grp Cap(c), veh/h 16 2550 1399 186 4414 0 73 0 0 0 24 0 V/C Ratio(X) 0.45 0.52 0.52 0.01 0.85 0.00 0.07 0.00 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 87 2550 1399 186 4414 0 181 0 0 0 165 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.87 0.87 0.87 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 58.7 0.0 0.0 48.3 4.8 0.0 58.7 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 6.3 0.7 1.2 0.0 2.2 0.0 0.4 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.2 0.5 0.1 5.2 0.0 0.2 0.0 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 65.0 0.7 1.2 48.3 7.0 0.0 59.1 0.0 0.0 0.0 0.0 0.0 LnGrp LOS E A A D AAEAAAAA
Approach Vol, veh/h 2060 3750 5 0
Approach Delay, s/veh 1.1 7.0 59.1 0.0
Approach LOS A A E
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 6.1 18.9 95.0 6.1 5.2 108.6
Change Period (Y+Rc), s 4.6 6.5 * 6.5 4.6 * 4.2 6.5
Max Green Setting (Gmax), s 10.4 5.8 * 89 10.4 * 5.8 88.5 Max Q Clear Time (g_c+I1), s 2.4 2.1 2.0 0.0 2.5 48.6
Green Ext Time (p_c), s 0.0 0.0 41.1 0.0 0.0 39.6
Intersection Summary
HCM 6th Ctrl Delay 5.0
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

7.2-5
HCM 6th TWSC Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 05/29/2019
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 6
Intersection
Int Delay, s/veh 24.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 4 1882 8 14 3449 35 4 0 17 11 0 1
Future Vol, veh/h 4 1882 8 14 3449 35 4 0 17 11 0 1
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 155 - - 155 - - 0 - - 0 - -
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, % 0 00000000000
Mvmt Flow 4 2046 9 15 3749 38 4 0 18 12 0 1

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 3787 0 0 2055 0 0 3589 5876 1028 4624 5861 1894 Stage 1 - ----- 2059 2059 - 3798 3798 -
Stage 2 - ----- 1530 3817 - 826 2063 -
Critical Hdwy 5.3 - - 5.3 - - 6.4 6.5 7.1 6.4 6.5 7.1
Critical Hdwy Stg 1 - ----- 7 . 3 5 . 5- 7 . 3 5 . 5-
Critical Hdwy Stg 2 - ----- 6 . 7 5 . 5- 6 . 7 5 . 5-
Follow-up Hdwy 3.1 - - 3.1 - - 3.8 4 3.9 3.8 4 3.9
Pot Cap-1 Maneuver 15 - - 120 - - 6 0 202 ~ 1 0 52
Stage 1 - ----- 3 6 9 9- ~ 2 1 2-
Stage 2 - ----- 1 1 1 1 1- 3 0 5 9 8-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 15 - - 120 - - ~ 4 0 202 ~ 1 0 52
Mov Cap-2 Maneuver - ----- ~ 4 0- ~ 1 0-
Stage 1 - ----- 2 6 7 3- ~ 1 1 1-
Stage 2 - ----- 9 5 1 0- 2 0 3 7 2-

Approach EB WB NB SB
HCM Control Delay, s 0.7 0.2 $ 322.4 $ 10194.8

HCM LOS F F

Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 4 202 15 - - 120 - - 1 52
HCM Lane V/C Ratio 1.087 0.091 0.29 - - 0.127 - - 11.957 0.021 HCM Control Delay (s) $ 1588.3 24.6$ 323.6 - - 39.3 - - $ 11114.7 75.7 HCM Lane LOS F C F - - E - - F F
HCM 95th %tile Q(veh) 1.3 0.3 0.8 - - 0.4 - - 2.9 0.1
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

7.2-6
Timings Sycamore Hills Distribution Center TIA (JN 12014) 5: Alessandro Bl. & San Gorgonio Dr. 05/29/2019
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 7
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBR
Lane Configurations
Traffic Volume (vph) 13 1885 175 3812 46 13 68 25 16
Future Volume (vph) 13 1885 175 3812 46 13 68 25 16
Turn Type Prot NA Prot NA Perm Prot Perm Prot Perm
Protected Phases 5216 3 7
Permitted Phases 6 8 4
Detector Phase 521663874
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 16.5 9.6 30.5 30.5 9.6 26.6 9.6 14.6 Total Split (s) 9.6 63.2 20.4 74.0 74.0 9.6 26.8 9.6 26.8 Total Split (%) 8.0% 52.7% 17.0% 61.7% 61.7% 8.0% 22.3% 8.0% 22.3% Yellow Time (s) 3.6 5.5 3.6 5.5 5.5 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.5 4.6 6.5 6.5 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None C-Max None None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 77.1 (64%), Referenced to phase 2:EBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Splits and Phases: 5: Alessandro Bl. & San Gorgonio Dr.

7.2-7
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 5: Alessandro Bl. & San Gorgonio Dr. 05/29/2019
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 13 1885 35 175 3812 46 13 0 68 25 0 16 Future Volume (veh/h) 13 1885 35 175 3812 46 13 0 68 25 0 16 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 14 2049 38 190 4143 47 14 0 74 27 0 0 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, % 000000000000
Cap, veh/h 28 3143 58 217 3650 1132 28 153 130 56 183
Arrive On Green 0.02 0.60 0.60 0.16 0.94 0.94 0.02 0.00 0.08 0.03 0.00 0.00 Sat Flow, veh/h 1810 5243 97 1810 5187 1609 1810 1900 1610 1810 1900 1610 Grp Volume(v), veh/h 14 1351 736 190 4143 47 14 0 74 27 0 0 Grp Sat Flow(s),veh/h/ln 1810 1729 1883 1810 1729 1609 1810 1900 1610 1810 1900 1610 Q Serve(g_s), s 0.9 30.8 30.9 12.3 84.4 0.2 0.9 0.0 5.3 1.8 0.0 0.0 Cycle Q Clear(g_c), s 0.9 30.8 30.9 12.3 84.4 0.2 0.9 0.0 5.3 1.8 0.0 0.0 Prop In Lane 1.00 0.05 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 28 2073 1129 217 3650 1132 28 153 130 56 183 V/C Ratio(X) 0.50 0.65 0.65 0.88 1.14 0.04 0.50 0.00 0.57 0.48 0.00 Avail Cap(c_a), veh/h 75 2073 1129 238 3650 1132 75 352 298 75 352 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.09 0.09 0.09 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 58.6 15.8 15.8 49.6 3.9 1.1 58.6 0.0 53.2 57.2 0.0 0.0 Incr Delay (d2), s/veh 5.0 1.6 2.9 3.4 61.2 0.0 13.0 0.0 3.9 6.2 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/ln 0.4 10.8 12.2 5.3 22.5 0.1 0.5 0.0 0.1 0.9 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.6 17.4 18.8 53.0 65.1 1.2 71.6 0.0 57.0 63.4 0.0 0.0 LnGrp LOS E B B D F AEAEEA
Approach Vol, veh/h 2101 4380 88 27 A
Approach Delay, s/veh 18.2 63.9 59.4 63.4
Approach LOS BEEE
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 19.0 78.4 6.5 16.1 6.5 90.9 8.3 14.3 Change Period (Y+Rc), s 4.6 6.5 4.6 4.6 4.6 6.5 4.6 4.6 Max Green Setting (Gmax), s 15.8 56.7 5.0 22.2 5.0 67.5 5.0 22.2 Max Q Clear Time (g_c+I1), s 14.3 32.9 2.9 0.0 2.9 86.4 3.8 7.3 Green Ext Time (p_c), s 0.1 18.6 0.0 0.0 0.0 0.0 0.0 0.1 Intersection Summary
HCM 6th Ctrl Delay 49.2
HCM 6th LOS D
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

7.2-8
Timings Sycamore Hills Distribution Center TIA (JN 12014) 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl. 05/29/2019 Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 9
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 256 1725 367 315 3035 607 673 859 111 174 175 258 Future Volume (vph) 256 1725 367 315 3035 607 673 859 111 174 175 258 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Perm Protected Phases 5 2 1 6 38174
Permitted Phases 2684
Detector Phase 522166381744
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 Minimum Split (s) 8.7 43.5 43.5 8.7 43.5 43.5 8.7 15.8 8.7 8.7 49.8 49.8 Total Split (s) 10.0 45.4 45.4 11.0 46.4 46.4 13.0 50.6 11.0 13.0 50.6 50.6 Total Split (%) 8.3% 37.8% 37.8% 9.2% 38.7% 38.7% 10.8% 42.2% 9.2% 10.8% 42.2% 42.2% Yellow Time (s) 3.2 5.5 5.5 3.2 5.5 5.5 3.2 4.8 3.2 3.2 4.8 4.8 All-Red Time (s) 0.5 1.0 1.0 0.5 1.0 1.0 0.5 1.0 0.5 0.5 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.7 6.5 6.5 3.7 6.5 6.5 3.7 5.8 3.7 3.7 5.8 5.8 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 4 (3%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 115
Control Type: Actuated-Coordinated
Splits and Phases: 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl.

7.2-9
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl. 05/29/2019 Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 256 1725 367 315 3035 607 673 859 111 174 175 258 Future Volume (veh/h) 256 1725 367 315 3035 607 673 859 111 174 175 258 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 269 1816 386 332 3195 639 708 904 117 183 184 272 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 000000000000
Cap, veh/h 95 2127 660 214 2171 673 272 1071 1013 239 1037 463 Arrive On Green 0.02 0.14 0.14 0.06 0.42 0.42 0.08 0.30 0.30 0.07 0.29 0.29 Sat Flow, veh/h 1810 5187 1610 3510 5187 1609 3510 3610 2834 3510 3610 1610 Grp Volume(v), veh/h 269 1816 386 332 3195 639 708 904 117 183 184 272 Grp Sat Flow(s),veh/h/ln 1810 1729 1610 1755 1729 1609 1755 1805 1417 1755 1805 1610 Q Serve(g_s), s 6.3 41.1 27.0 7.3 50.2 46.0 9.3 28.2 3.3 6.2 4.6 17.4 Cycle Q Clear(g_c), s 6.3 41.1 27.0 7.3 50.2 46.0 9.3 28.2 3.3 6.2 4.6 17.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 95 2127 660 214 2171 673 272 1071 1013 239 1037 463 V/C Ratio(X) 2.83 0.85 0.58 1.55 1.47 0.95 2.60 0.84 0.12 0.77 0.18 0.59 Avail Cap(c_a), veh/h 95 2127 660 214 2171 673 272 1348 1230 272 1348 601 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.71 0.71 0.71 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 59.0 48.4 42.3 56.3 34.9 33.7 55.3 39.6 25.8 55.0 32.1 36.7 Incr Delay (d2), s/veh 844.5 3.3 2.7 271.3 214.9 24.2 731.6 4.1 0.1 9.0 0.1 1.2 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 0.0 0.0 %ile BackOfQ(50%),veh/ln 25.2 19.6 12.1 11.2 62.9 21.3 31.7 12.6 1.1 3.0 2.0 6.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 903.5 51.7 45.0 327.7 249.8 57.9 787.0 43.7 25.9 64.0 32.2 37.9 LnGrp LOS F D D F F E F D C E C D
Approach Vol, veh/h 2471 4166 1729 639
Approach Delay, s/veh 143.4 226.6 346.9 43.7
Approach LOS F F F D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 11.0 55.7 13.0 40.3 10.0 56.7 11.9 41.4 Change Period (Y+Rc), s 3.7 6.5 3.7 5.8 3.7 6.5 3.7 5.8 Max Green Setting (Gmax), s 7.3 38.9 9.3 44.8 6.3 39.9 9.3 44.8 Max Q Clear Time (g_c+I1), s 9.3 43.1 11.3 19.4 8.3 52.2 8.2 30.2 Green Ext Time (p_c), s 0.0 0.0 0.0 1.9 0.0 0.0 0.0 5.4 Intersection Summary
HCM 6th Ctrl Delay 213.9
HCM 6th LOS F

7.2-10
Timings Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/28/2019
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBT WBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 1523 3343 350 0 613
Future Volume (vph) 1523 3343 350 0 613
Turn Type NA NA Split NA Perm
Protected Phases 2644
Permitted Phases 4
Detector Phase 26444
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.5 34.5 10.0 10.0 10.0
Total Split (s) 63.0 63.0 22.0 22.0 22.0
Total Split (%) 74.1% 74.1% 25.9% 25.9% 25.9%
Yellow Time (s) 4.5 4.5 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.5 5.5 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode C-Max C-Max None None None
Intersection Summary
Cycle Length: 85
Actuated Cycle Length: 85
Offset: 9 (11%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 100
Control Type: Actuated-Coordinated
Splits and Phases: 7: I-215 SB Ramps & Alessandro Bl.

7.2-11
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/28/2019
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1523 487 0 3343 270 0 0 0 350 0 613 Future Volume (veh/h) 0 1523 487 0 3343 270 0 0 0 350 0 613 Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1900 1900 0 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 0 1570 473 0 3446 278 241 0 717
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 000000 000
Cap, veh/h 0 2671 790 0 3312 259 362 0 643
Arrive On Green 0.00 0.68 0.68 0.00 1.00 1.00 0.20 0.00 0.20 Sat Flow, veh/h 0 4120 1169 0 5067 383 1810 0 3216
Grp Volume(v), veh/h 0 1371 672 0 2403 1321 241 0 717
Grp Sat Flow(s),veh/h/ln 0 1729 1659 0 1729 1821 1810 0 1608 Q Serve(g_s), s 0.0 18.1 18.7 0.0 0.0 57.5 10.4 0.0 17.0 Cycle Q Clear(g_c), s 0.0 18.1 18.7 0.0 0.0 57.5 10.4 0.0 17.0 Prop In Lane 0.00 0.70 0.00 0.21 1.00 1.00
Lane Grp Cap(c), veh/h 0 2339 1122 0 2339 1232 362 0 643 V/C Ratio(X) 0.00 0.59 0.60 0.00 1.03 1.07 0.67 0.00 1.11 Avail Cap(c_a), veh/h 0 2339 1122 0 2339 1232 362 0 643 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 0.09 0.09 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 7.4 7.5 0.0 0.0 0.0 31.4 0.0 34.0 Incr Delay (d2), s/veh 0.0 1.1 2.4 0.0 14.6 34.3 4.6 0.0 71.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 4.5 4.8 0.0 4.7 11.7 4.7 0.0 12.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 8.5 9.8 0.0 14.6 34.3 36.0 0.0 105.4 LnGrp LOS AAAAFF DAF
Approach Vol, veh/h 2043 3724 958
Approach Delay, s/veh 8.9 21.6 87.9
Approach LOS A C F
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 63.0 22.0 63.0
Change Period (Y+Rc), s 5.5 5.0 5.5
Max Green Setting (Gmax), s 57.5 17.0 57.5
Max Q Clear Time (g_c+I1), s 20.7 19.0 59.5
Green Ext Time (p_c), s 19.1 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 27.2
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

7.2-12
Timings Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/28/2019
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 99 1737 2491 211 1185 35 274
Future Volume (vph) 99 1737 2491 211 1185 35 274
Turn Type Prot NA NA Perm Split NA Perm
Protected Phases 5 2 6 8 8
Permitted Phases 6 8
Detector Phase 5266888
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 10.5 33.5 33.5 10.0 10.0 10.0
Total Split (s) 10.0 49.0 39.0 39.0 36.0 36.0 36.0
Total Split (%) 11.8% 57.6% 45.9% 45.9% 42.4% 42.4% 42.4% Yellow Time (s) 3.5 4.5 4.5 4.5 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 5.5 5.5 5.5 5.0 5.0 5.0
Lead/Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None C-Max C-Max C-Max Max Max Max
Intersection Summary
Cycle Length: 85
Actuated Cycle Length: 85
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 120
Control Type: Actuated-Coordinated
Splits and Phases: 8: I-215 NB Ramps & Alessandro Bl.

7.2-13
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/28/2019
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 99 1737 67 0 2491 211 1185 35 274 0 0 0 Future Volume (veh/h) 99 1737 67 0 2491 211 1185 35 274 0 0 0 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 101 1772 68 0 2542 195 1292 0 158
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 000000000
Cap, veh/h 399 3478 133 0 2044 620 1320 0 587
Arrive On Green 0.44 1.00 1.00 0.00 0.39 0.39 0.36 0.00 0.36 Sat Flow, veh/h 1810 5121 196 0 5358 1573 3619 0 1610
Grp Volume(v), veh/h 101 1196 644 0 2542 195 1292 0 158 Grp Sat Flow(s),veh/h/ln 1810 1729 1860 0 1729 1573 1810 0 1610 Q Serve(g_s), s 3.0 0.0 0.0 0.0 33.5 7.3 30.0 0.0 5.9
Cycle Q Clear(g_c), s 3.0 0.0 0.0 0.0 33.5 7.3 30.0 0.0 5.9 Prop In Lane 1.00 0.11 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 399 2349 1263 0 2044 620 1320 0 587 V/C Ratio(X) 0.25 0.51 0.51 0.00 1.24 0.31 0.98 0.00 0.27 Avail Cap(c_a), veh/h 399 2349 1263 0 2044 620 1320 0 587 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.71 0.71 0.71 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 19.4 0.0 0.0 0.0 25.8 17.8 26.7 0.0 19.0 Incr Delay (d2), s/veh 0.2 0.6 1.0 0.0 113.9 1.3 20.2 0.0 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 0.2 0.4 0.0 33.1 2.5 15.2 0.0 2.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.5 0.6 1.0 0.0 139.6 19.1 46.9 0.0 20.1 LnGrp LOS BAAAFBDAC
Approach Vol, veh/h 1941 2737 1450
Approach Delay, s/veh 1.7 131.1 44.0
Approach LOS A F D
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 63.3 24.3 39.0 36.0
Change Period (Y+Rc), s 5.5 5.5 * 5.5 5.0
Max Green Setting (Gmax), s 43.5 5.5 * 34 31.0
Max Q Clear Time (g_c+I1), s 2.0 5.0 35.5 32.0
Green Ext Time (p_c), s 16.4 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 69.5
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

7.2-14
HCM 6th TWSC Sycamore Hills Distribution Center TIA (JN 12014) 1: Barton St. & Driveway 1 05/29/2019
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 1
Intersection
Int Delay, s/veh 3.5
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 20 0 15 9 0 6
Future Vol, veh/h 20 0 15 9 0 6
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
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, % 0 00000
Mvmt Flow 22 0 16 10 0 7

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 28 21 0 0 26 0
Stage 1 21 -----
Stage 2 7 -----
Critical Hdwy 6.4 6.2 - - 4.1 -
Critical Hdwy Stg 1 5.4 -----
Critical Hdwy Stg 2 5.4 -----
Follow-up Hdwy 3.5 3.3 - - 2.2 -
Pot Cap-1 Maneuver 992 1062 - - 1601 -
Stage 1 1007 -----
Stage 2 1021 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 992 1062 - - 1601 -
Mov Cap-2 Maneuver 992 -----
Stage 1 1007 -----
Stage 2 1021 -----

Approach WB NB SB
HCM Control Delay, s 8.7 0 0

HCM LOS A

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 992 1601 -
HCM Lane V/C Ratio - - 0.022 - -
HCM Control Delay (s) - - 8.7 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0.1 0 -

7.2-15
Timings Sycamore Hills Distribution Center TIA (JN 12014) 2: Barton St. & Alessandro Bl. 05/29/2019
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 2
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 13 3284 72 2780 27 59 0 58 28 0 11 Future Volume (vph) 13 3284 72 2780 27 59 0 58 28 0 11
Turn Type Prot NA Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 5216 8 4
Permitted Phases 6 8 8 4 4
Detector Phase 52166888444
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.2 28.5 11.0 28.5 28.5 30.6 30.6 30.6 26.6 26.6 26.6 Total Split (s) 9.2 75.0 10.0 75.8 75.8 35.0 35.0 35.0 35.0 35.0 35.0 Total Split (%) 7.7% 62.5% 8.3% 63.2% 63.2% 29.2% 29.2% 29.2% 29.2% 29.2% 29.2% Yellow Time (s) 3.2 5.5 3.2 5.5 5.5 3.6 3.6 3.6 3.6 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.2 6.5 4.2 6.5 6.5 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None C-Max None C-Max C-Max Max Max Max Max Max Max Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Splits and Phases: 2: Barton St. & Alessandro Bl.

7.2-16
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 2: Barton St. & Alessandro Bl. 05/29/2019
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 13 3284 41 72 2780 27 59 0 58 28 0 11 Future Volume (veh/h) 13 3284 41 72 2780 27 59 0 58 28 0 11 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 14 3457 41 76 2926 28 62 0 39 29 0 -1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 000000000000
Cap, veh/h 28 3209 38 87 3441 972 0 0 406 411 0 408
Arrive On Green 0.02 0.57 0.57 0.05 0.60 0.60 0.25 0.00 0.25 0.25 0.00 0.00 Sat Flow, veh/h 1810 5622 66 1810 5700 1610 0 0 1604 1385 0 1610 Grp Volume(v), veh/h 14 2332 1166 76 2926 28 62 0 39 29 0 -1 Grp Sat Flow(s),veh/h/ln 1810 1900 1888 1810 1900 1610 0 0 1604 1385 0 1610 Q Serve(g_s), s 0.9 68.5 68.5 5.0 50.2 0.8 0.0 0.0 2.2 1.9 0.0 0.0 Cycle Q Clear(g_c), s 0.9 68.5 68.5 5.0 50.2 0.8 0.0 0.0 2.2 1.9 0.0 0.0 Prop In Lane 1.00 0.04 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 28 2169 1078 87 3441 972 0 0 406 411 0 408 V/C Ratio(X) 0.50 1.08 1.08 0.87 0.85 0.03 0.00 0.00 0.10 0.07 0.00 0.00 Avail Cap(c_a), veh/h 75 2169 1078 87 3441 972 0 0 406 411 0 408 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 0.73 0.73 0.73 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 58.6 25.7 25.7 56.7 19.4 9.6 0.0 0.0 34.3 34.2 0.0 0.0 Incr Delay (d2), s/veh 5.0 43.1 52.4 43.5 2.1 0.0 0.0 0.0 0.5 0.3 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 39.0 41.5 3.3 19.1 0.3 1.4 0.0 0.9 0.7 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.6 68.8 78.1 100.2 21.5 9.6 0.0 0.0 34.8 34.5 0.0 0.0 LnGrp LOS E F F F C A A A C C A A
Approach Vol, veh/h 3512 3030 101 28
Approach Delay, s/veh 71.9 23.3 0.0 35.7
Approach LOS E C A D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 10.0 75.0 35.0 6.1 78.9 35.0
Change Period (Y+Rc), s * 4.2 6.5 4.6 * 4.2 6.5 4.6
Max Green Setting (Gmax), s * 5.8 68.5 30.4 * 5 69.3 30.4 Max Q Clear Time (g_c+I1), s 7.0 70.5 3.9 2.9 52.2 4.2
Green Ext Time (p_c), s 0.0 0.0 0.1 0.0 16.6 0.4
Intersection Summary
HCM 6th Ctrl Delay 48.6
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

7.2-17
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 05/29/2019
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBL WBT NBL NBT Ø6
Lane Configurations
Traffic Volume (vph) 4 3365 4 2879 6 0
Future Volume (vph) 4 3365 4 2879 6 0
Turn Type Prot NA Prot NA Perm NA
Protected Phases 7438 26
Permitted Phases 2
Detector Phase 743822
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.2 23.5 9.2 23.5 14.6 14.6 14.6
Total Split (s) 10.0 95.0 10.0 95.0 15.0 15.0 15.0
Total Split (%) 8.3% 79.2% 8.3% 79.2% 12.5% 12.5% 13%
Yellow Time (s) 3.2 5.5 3.2 5.5 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.2 6.5 4.2 6.5 4.6
Lead/Lag Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 79 (66%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 100
Control Type: Actuated-Coordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

7.2-18
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 05/29/2019
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 3365 1 4 2879 0602000
Future Volume (veh/h) 4 3365 1 4 2879 0602000
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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 4 3658 1 4 3129 0700000
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, % 000000000000
Cap, veh/h 213 3950 1 213 3825 0 85 0 0 0 33 0
Arrive On Green 0.12 0.74 0.74 0.12 0.74 0.00 0.02 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5356 1 1810 5358 0 1440 0 0 0 1900 0 Grp Volume(v), veh/h 4 2361 1298 4 3129 0700000
Grp Sat Flow(s),veh/h/ln 1810 1729 1900 1810 1729 0 1440 0 0 0 1900 0 Q Serve(g_s), s 0.2 67.8 67.9 0.2 47.9 0.0 0.6 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.2 67.8 67.9 0.2 47.9 0.0 0.6 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 213 2550 1401 213 3825 0 85 0 0 0 33 0 V/C Ratio(X) 0.02 0.93 0.93 0.02 0.82 0.00 0.08 0.00 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 213 2550 1401 213 3825 0 185 0 0 0 165 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) 0.09 0.09 0.09 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 46.8 13.0 13.0 46.8 10.4 0.0 58.2 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.8 1.4 0.0 2.1 0.0 0.4 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 18.0 19.9 0.1 13.2 0.0 0.2 0.0 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.8 13.8 14.4 46.8 12.5 0.0 58.6 0.0 0.0 0.0 0.0 0.0 LnGrp LOS D B B D BAEAAAAA
Approach Vol, veh/h 3663 3133 7 0
Approach Delay, s/veh 14.1 12.5 58.6 0.0
Approach LOS B B E
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 6.7 18.3 95.0 6.7 18.3 95.0
Change Period (Y+Rc), s 4.6 4.2 * 6.5 4.6 4.2 * 6.5
Max Green Setting (Gmax), s 10.4 5.8 * 89 10.4 5.8 * 89 Max Q Clear Time (g_c+I1), s 2.6 2.2 69.9 0.0 2.2 49.9
Green Ext Time (p_c), s 0.0 0.0 18.5 0.0 0.0 36.9
Intersection Summary
HCM 6th Ctrl Delay 13.4
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

7.2-19
HCM 6th TWSC Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 05/29/2019
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 6
Intersection
Int Delay, s/veh 3.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 3365 14 27 2878 16 2 0 11 37 0 5
Future Vol, veh/h 2 3365 14 27 2878 16 2 0 11 37 0 5
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 155 - - 155 - - 0 - - 0 - -
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, % 0 00000000000
Mvmt Flow 2 3658 15 29 3128 17 2 0 12 40 0 5

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 3145 0 0 3673 0 0 4979 6873 1837 4662 6872 1573 Stage 1 - ----- 3670 3670 - 3195 3195 -
Stage 2 - ----- 1309 3203 - 1467 3677 -
Critical Hdwy 5.3 - - 5.3 - - 6.4 6.5 7.1 6.4 6.5 7.1
Critical Hdwy Stg 1 - ----- 7 . 3 5 . 5- 7 . 3 5 . 5-
Critical Hdwy Stg 2 - ----- 6 . 7 5 . 5- 6 . 7 5 . 5-
Follow-up Hdwy 3.1 - - 3.1 - - 3.8 4 3.9 3.8 4 3.9
Pot Cap-1 Maneuver 33 - - ~ 17 - - ~ 1 0 57 ~ 1 0 86
Stage 1 - ----- ~ 2 1 4- ~ 5 2 5-
Stage 2 - ----- 1 5 3 2 5- 1 2 1 1 4-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 33 - - ~ 17 - - - 0 57 - 0 86
Mov Cap-2 Maneuver - ------ 0-- 0-
Stage 1 - ----- ~ 2 1 3- ~ 5 0-
Stage 2 - ------ 0- 9 0 1 3-

Approach EB WB NB SB
HCM Control Delay, s 0.1 7.6

HCM LOS - -

Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) - 57 33 - - ~ 17 - - - 86
HCM Lane V/C Ratio - 0.21 0.066 - - 1.726 - - - 0.063
HCM Control Delay (s) - 84.2 121.6 - -$ 817.5 - - - 49.7 HCM Lane LOS - F F - - F - - - E
HCM 95th %tile Q(veh) - 0.7 0.2 - - 4.2 - - - 0.2
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

7.2-20
Timings Sycamore Hills Distribution Center TIA (JN 12014) 5: San Gorgonio Dr. & Alessandro Bl. 05/29/2019
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 7
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBR
Lane Configurations
Traffic Volume (vph) 18 3738 101 2883 25 36 186 34 21
Future Volume (vph) 18 3738 101 2883 25 36 186 34 21
Turn Type Prot NA Prot NA Perm Prot Perm Prot Perm
Protected Phases 5216 3 7
Permitted Phases 6 8 4
Detector Phase 521663874
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 16.5 9.6 30.5 30.5 9.6 26.6 9.6 14.6 Total Split (s) 9.6 73.0 10.2 73.6 73.6 11.2 27.2 9.6 25.6 Total Split (%) 8.0% 60.8% 8.5% 61.3% 61.3% 9.3% 22.7% 8.0% 21.3% Yellow Time (s) 3.6 5.5 3.6 5.5 5.5 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.5 4.6 6.5 6.5 4.6 4.6 4.6 4.6 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None C-Max None None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 76.7 (64%), Referenced to phase 2:EBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Splits and Phases: 5: San Gorgonio Dr. & Alessandro Bl.

7.2-21
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 5: San Gorgonio Dr. & Alessandro Bl. 05/29/2019
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 18 3738 20 101 2883 25 36 0 186 34 0 21 Future Volume (veh/h) 18 3738 20 101 2883 25 36 0 186 34 0 21 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 20 4108 11 110 3168 26 39 0 126 37 0 0 Peak Hour Factor 0.91 0.91 0.92 0.92 0.91 0.91 0.92 0.92 0.92 0.91 0.92 0.91 Percent Heavy Veh, % 000000000000
Cap, veh/h 37 3697 10 84 3859 1066 55 181 153 69 196
Arrive On Green 0.02 0.65 0.65 0.05 0.68 0.68 0.03 0.00 0.10 0.04 0.00 0.00 Sat Flow, veh/h 1810 5682 15 1810 5700 1575 1810 1900 1610 1810 1900 1610 Grp Volume(v), veh/h 20 2746 1373 110 3168 26 39 0 126 37 0 0 Grp Sat Flow(s),veh/h/ln 1810 1900 1897 1810 1900 1575 1810 1900 1610 1810 1900 1610 Q Serve(g_s), s 1.3 78.1 78.1 5.6 48.5 0.7 2.6 0.0 9.2 2.4 0.0 0.0 Cycle Q Clear(g_c), s 1.3 78.1 78.1 5.6 48.5 0.7 2.6 0.0 9.2 2.4 0.0 0.0 Prop In Lane 1.00 0.01 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 37 2472 1234 84 3859 1066 55 181 153 69 196 V/C Ratio(X) 0.55 1.11 1.11 1.30 0.82 0.02 0.71 0.00 0.82 0.53 0.00 Avail Cap(c_a), veh/h 75 2472 1234 84 3859 1066 100 358 303 75 333 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 0.09 0.09 0.09 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 58.2 21.0 21.0 57.2 14.1 6.4 57.7 0.0 53.3 56.6 0.0 0.0 Incr Delay (d2), s/veh 4.6 56.3 62.3 144.0 0.1 0.0 15.6 0.0 10.4 6.2 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/ln 0.6 46.4 48.4 5.8 16.1 0.2 1.4 0.0 4.2 1.2 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 62.8 77.2 83.2 201.2 14.2 6.4 73.2 0.0 63.7 62.9 0.0 0.0 LnGrp LOS E F F F BAEAEEA
Approach Vol, veh/h 4139 3304 165 37 A
Approach Delay, s/veh 79.2 20.4 65.9 62.9
Approach LOS E C E E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.2 84.6 8.2 17.0 7.0 87.7 9.2 16.0 Change Period (Y+Rc), s 4.6 6.5 4.6 4.6 4.6 6.5 4.6 4.6 Max Green Setting (Gmax), s 5.6 66.5 6.6 21.0 5.0 67.1 5.0 22.6 Max Q Clear Time (g_c+I1), s 7.6 80.1 4.6 0.0 3.3 50.5 4.4 11.2 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 16.3 0.0 0.3 Intersection Summary
HCM 6th Ctrl Delay 53.4
HCM 6th LOS D
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

7.2-22
Timings Sycamore Hills Distribution Center TIA (JN 12014) 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl. 05/29/2019 Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 9
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 332 2741 718 273 2376 232 537 416 295 245 855 494 Future Volume (vph) 332 2741 718 273 2376 232 537 416 295 245 855 494 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Perm Protected Phases 5 2 1 6 38174
Permitted Phases 2684
Detector Phase 522166381744
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 Minimum Split (s) 8.7 43.5 43.5 8.7 43.5 43.5 8.7 15.8 8.7 8.7 49.8 49.8 Total Split (s) 13.0 47.0 47.0 10.0 44.0 44.0 12.0 50.0 10.0 13.0 51.0 51.0 Total Split (%) 10.8% 39.2% 39.2% 8.3% 36.7% 36.7% 10.0% 41.7% 8.3% 10.8% 42.5% 42.5% Yellow Time (s) 3.2 5.5 5.5 3.2 5.5 5.5 3.2 4.8 3.2 3.2 4.8 4.8 All-Red Time (s) 0.5 1.0 1.0 0.5 1.0 1.0 0.5 1.0 0.5 0.5 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.7 6.5 6.5 3.7 6.5 6.5 3.7 5.8 3.7 3.7 5.8 5.8 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max None Max None None Max Max Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 11 (9%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 115
Control Type: Actuated-Coordinated
Splits and Phases: 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl.

7.2-23
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 6: Meridian Pkwy./Sycamore Canyon Bl. & Alessandro Bl. 05/29/2019 Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 332 2741 718 273 2376 232 537 416 295 245 855 494 Future Volume (veh/h) 332 2741 718 273 2376 232 537 416 295 245 855 494 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 369 3046 798 303 2640 258 597 462 328 272 950 549 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 000000000000
Cap, veh/h 2144 7615 2364 184 1621 503 243 1393 1242 272 1360 606 Arrive On Green 0.39 0.48 0.48 0.05 0.31 0.31 0.07 0.39 0.39 0.08 0.38 0.38 Sat Flow, veh/h 1810 5187 1610 3510 5187 1610 3510 3610 2834 3510 3610 1610 Grp Volume(v), veh/h 369 3046 798 303 2640 258 597 462 328 272 950 549 Grp Sat Flow(s),veh/h/ln 1810 1729 1610 1755 1729 1610 1755 1805 1417 1755 1805 1610 Q Serve(g_s), s 0.0 0.0 0.0 6.3 37.5 37.5 8.3 10.8 8.8 9.3 26.7 38.7 Cycle Q Clear(g_c), s 0.0 0.0 0.0 6.3 37.5 37.5 8.3 10.8 8.8 9.3 26.7 38.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 2144 7615 2364 184 1621 503 243 1393 1242 272 1360 606 V/C Ratio(X) 0.17 0.40 0.34 1.64 1.63 0.51 2.46 0.33 0.26 1.00 0.70 0.91 Avail Cap(c_a), veh/h 2144 7615 2364 184 1621 503 243 1393 1242 272 1360 606 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.09 0.09 0.09 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 56.8 41.2 211.1 55.8 26.0 21.4 55.3 31.6 35.4 Incr Delay (d2), s/veh 0.0 0.0 0.0 312.9 285.8 3.7 668.7 0.6 0.5 54.5 3.0 19.5 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 0.0 0.0 0.0 10.7 58.1 16.9 26.1 4.6 2.9 6.1 11.7 17.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 0.0 369.8 327.0 214.8 724.5 26.6 21.9 109.8 34.6 54.8 LnGrp LOS A A A FFFFCCFCD
Approach Vol, veh/h 4213 3201 1387 1771
Approach Delay, s/veh 0.0 322.0 325.9 52.5
Approach LOS A F F D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 184.8 14.1 51.0 150.8 44.0 13.0 52.1 Change Period (Y+Rc), s 3.7 6.5 5.8 * 5.8 6.5 * 6.5 3.7 5.8 Max Green Setting (Gmax), s 6.3 40.5 8.3 * 45 9.3 * 38 9.3 44.2 Max Q Clear Time (g_c+I1), s 8.3 2.0 10.3 40.7 2.0 39.5 11.3 12.8 Green Ext Time (p_c), s 0.0 37.8 0.0 3.0 0.3 0.0 0.0 4.4 Intersection Summary
HCM 6th Ctrl Delay 149.0
HCM 6th LOS F
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

7.2-24
Timings Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/28/2019
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBT WBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 2614 2330 333 0 549
Future Volume (vph) 2614 2330 333 0 549
Turn Type NA NA Split NA Perm
Protected Phases 2644
Permitted Phases 4
Detector Phase 26444
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.5 34.5 10.0 10.0 10.0
Total Split (s) 58.0 58.0 27.0 27.0 27.0
Total Split (%) 68.2% 68.2% 31.8% 31.8% 31.8%
Yellow Time (s) 4.5 4.5 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.5 5.5 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode C-Max C-Max None None None
Intersection Summary
Cycle Length: 85
Actuated Cycle Length: 85
Offset: 33 (39%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 7: I-215 SB Ramps & Alessandro Bl.

7.2-25
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/28/2019
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 2614 668 0 2330 183 0 0 0 333 0 549 Future Volume (veh/h) 0 2614 668 0 2330 183 0 0 0 333 0 549 Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1900 1900 0 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 0 2781 674 0 2479 193 523 0 299
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000 000
Cap, veh/h 0 2778 617 0 3226 246 792 0 352
Arrive On Green 0.00 0.66 0.66 0.00 0.66 0.66 0.22 0.00 0.22 Sat Flow, veh/h 0 4396 938 0 5078 374 3619 0 1608
Grp Volume(v), veh/h 0 2230 1225 0 1732 940 523 0 299
Grp Sat Flow(s),veh/h/ln 0 1729 1706 0 1729 1823 1810 0 1608 Q Serve(g_s), s 0.0 52.9 55.9 0.0 29.2 31.0 11.2 0.0 15.2 Cycle Q Clear(g_c), s 0.0 52.9 55.9 0.0 29.2 31.0 11.2 0.0 15.2 Prop In Lane 0.00 0.55 0.00 0.21 1.00 1.00
Lane Grp Cap(c), veh/h 0 2274 1122 0 2274 1199 792 0 352 V/C Ratio(X) 0.00 0.98 1.09 0.00 0.76 0.78 0.66 0.00 0.85 Avail Cap(c_a), veh/h 0 2274 1122 0 2274 1199 937 0 416 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 0.51 0.51 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 14.0 14.6 0.0 10.0 10.3 30.3 0.0 31.8 Incr Delay (d2), s/veh 0.0 14.8 55.7 0.0 1.3 2.7 1.3 0.0 13.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 17.5 30.8 0.0 7.5 8.9 4.7 0.0 6.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 28.9 70.3 0.0 11.3 13.0 31.6 0.0 45.3 LnGrp LOS A C F A B B C A D
Approach Vol, veh/h 3455 2672 822
Approach Delay, s/veh 43.6 11.9 36.6
Approach LOS D B D
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 61.4 23.6 61.4
Change Period (Y+Rc), s 5.5 5.0 5.5
Max Green Setting (Gmax), s 52.5 22.0 52.5
Max Q Clear Time (g_c+I1), s 57.9 17.2 33.0
Green Ext Time (p_c), s 0.0 1.4 16.2
Intersection Summary
HCM 6th Ctrl Delay 30.6
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

7.2-26
Timings Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/28/2019
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 279 2618 1767 300 760 68 382
Future Volume (vph) 279 2618 1767 300 760 68 382
Turn Type Prot NA NA Perm Split NA Perm
Protected Phases 5 2 6 8 8
Permitted Phases 6 8
Detector Phase 5266888
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 10.5 33.5 33.5 10.0 10.0 10.0
Total Split (s) 10.0 58.0 48.0 48.0 31.5 31.5 31.5
Total Split (%) 11.2% 64.8% 53.6% 53.6% 35.2% 35.2% 35.2% Yellow Time (s) 3.5 4.5 4.5 4.5 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 5.5 5.5 5.5 5.0 5.0 5.0
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None C-Max C-Max C-Max Max Max Max
Intersection Summary
Cycle Length: 89.5
Actuated Cycle Length: 89.5
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 8: I-215 NB Ramps & Alessandro Bl.

7.2-27
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/28/2019
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 279 2618 219 0 1767 300 760 68 382 0 0 0 Future Volume (veh/h) 279 2618 219 0 1767 300 760 68 382 0 0 0 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 297 2785 233 0 1880 203 912 0 183
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000000
Cap, veh/h 111 2874 233 0 2478 753 1066 0 474
Arrive On Green 0.06 0.59 0.59 0.00 0.48 0.48 0.29 0.00 0.29 Sat Flow, veh/h 1810 4880 396 0 5358 1577 3619 0 1610
Grp Volume(v), veh/h 297 1948 1070 0 1880 203 912 0 183 Grp Sat Flow(s),veh/h/ln 1810 1729 1818 0 1729 1577 1810 0 1610 Q Serve(g_s), s 5.5 47.7 53.0 0.0 26.7 6.9 21.4 0.0 8.1 Cycle Q Clear(g_c), s 5.5 47.7 53.0 0.0 26.7 6.9 21.4 0.0 8.1 Prop In Lane 1.00 0.22 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 111 2036 1071 0 2478 753 1066 0 474 V/C Ratio(X) 2.69 0.96 1.00 0.00 0.76 0.27 0.86 0.00 0.39 Avail Cap(c_a), veh/h 111 2036 1071 0 2478 753 1066 0 474 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.09 0.09 0.09 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 42.3 17.4 18.5 0.0 19.2 14.1 29.9 0.0 25.3 Incr Delay (d2), s/veh 760.9 1.6 8.2 0.0 2.2 0.9 8.8 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 %ile BackOfQ(50%),veh/ln 25.7 14.4 18.7 0.0 9.4 2.3 9.9 0.0 3.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 803.2 19.0 26.7 0.0 21.5 15.0 38.8 0.0 27.6 LnGrp LOS F B C A C B D A C
Approach Vol, veh/h 3315 2083 1095
Approach Delay, s/veh 91.8 20.8 36.9
Approach LOS F C D
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 58.5 10.0 48.5 31.5
Change Period (Y+Rc), s 5.5 4.5 5.5 5.0
Max Green Setting (Gmax), s 52.5 5.5 42.5 26.5
Max Q Clear Time (g_c+I1), s 55.0 7.5 28.7 23.4
Green Ext Time (p_c), s 0.0 0.0 9.9 1.4
Intersection Summary
HCM 6th Ctrl Delay 59.8
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement.

7.2-28
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
APPENDIX 7.3:

HORIZON YEAR (2040) WITHOUT PROJECT CONDITIONS TRAFFIC SIGNAL WARRANT

ANALYSIS WORKSHEETS
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
This Page Intentionally Left Blank

California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-4. Warrant 3, Peak Hour (70% Factor)
Traffic Conditions = Horizon Year (2040) Without Project Conditions - Weekday PM Peak Hour Major Street Name = Alessandro Bl. Total of Both Approaches (VPH) = 6220 Number of Approach Lanes Major Street = 4
Minor Street Name = Private Driveway High Volume Approach (VPH) = 8 Number of Approach Lanes Minor Street = 1
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET)

SIGNAL WARRANT NOT SATISFIED
*Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 v
ph applies as the lower threshold for a minor-street ap proach with one lane 13008
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street - Higher-Volume Approach (VPH)
Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches

7.3-1
California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-4. Warrant 3, Peak Hour (70% Factor)
Traffic Conditions = Horizon Year (2040) Without Project Conditions - Weekday PM Peak Hour Major Street Name = Alessandro Bl. Total of Both Approaches (VPH) = 6258 Number of Approach Lanes Major Street = 4
Minor Street Name = Vista Grande High Volume Approach (VPH) = 13 Number of Approach Lanes Minor Street = 1
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET)

SIGNAL WARRANT NOT SATISFIED
*Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold for a minor-street ap proach with one lane 130013
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street - Higher-Volume Approach (VPH)
Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches

7.3-2
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
APPENDIX 7.4:

HORIZON YEAR (2040) WITH PROJECT CONDITIONS TRAFFIC SIGNAL WARRANT

ANALYSIS WORKSHEETS
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
This Page Intentionally Left Blank

California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Riverside CHK DATE
Major Street: Barton Street Critical Approach Speed (Major) 55 mph Minor Street: Driveway 1 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 793 vpd Minor Street Future ADT = 209 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... √ or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 793 1 209 8,000 5,600 2,400 1,680
2 + 1 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 793 1 209 12,000 8,400 1,200 850
2 + 1 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
12% 9%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

XX
on Higher-Volume
2040 WP
RV
RV
05/23/19
05/23/19
(Based on Estimated Average Daily Traffic - See Note)
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic
Vehicles Per Day
on Major Street

RURAL (R)

URBAN RURAL
Major Street Minor Street
The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal. (Total of Both Approaches)
Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
(One Direction Only)
Satisfied Not Satisfied
XX
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Vehicles Per Day on
Minor Street Approach
(One Direction Only)
Minimum Requirements
EADT
Vehicles Per Day
on Higher-Volume
Major Street
(Total of Both Approaches)
Minor Street Approach

7.4-1
California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-4. Warrant 3, Peak Hour (70% Factor)
Traffic Conditions = Horizon Year (2040) With Project Conditions - Weekday PM Peak Hour Major Street Name = Alessandro Bl. Total of Both Approaches (VPH) = 6253 Number of Approach Lanes Major Street = 4
Minor Street Name = Private Driveway High Volume Approach (VPH) = 8 Number of Approach Lanes Minor Street = 1
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET)

SIGNAL WARRANT NOT SATISFIED
*Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold for a minor-street ap proach with one lane 13008
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street - Higher-Volume Approach (VPH)
Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches

7.4-2
California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-4. Warrant 3, Peak Hour (70% Factor)
Traffic Conditions = Horizon Year (2040) With Project Conditions - Weekday PM Peak Hour Major Street Name = Alessandro Bl. Total of Both Approaches (VPH) = 6302 Number of Approach Lanes Major Street = 4
Minor Street Name = Vista Grande High Volume Approach (VPH) = 42 Number of Approach Lanes Minor Street = 1
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET)

SIGNAL WARRANT NOT SATISFIED
*Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold for a minor-street ap proach with one lane 1300
42 0
100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street - Higher-Volume Approach (VPH)
Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches

7.4-3
This Page Intentionally Left Blank

7.4-4
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
APPENDIX 7.5:

HORIZON YEAR (2040) WITHOUT PROJECT CONDITIONS OFF-RAMP QUEUING

ANALYSIS WORKSHEETS

Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
This Page Intentionally Left Blank

Queues Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/28/2019
Horizon Year (2040) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 2
Lane Group EBT WBT SBL SBT SBR
Lane Group Flow (vph) 2056 3700 325 320 321
v/c Ratio 0.60 1.06 0.95 1.00 0.98
Control Delay 7.4 40.3 73.0 83.7 77.7
Queue Delay 0.0 0.9 0.0 0.0 0.0
Total Delay 7.4 41.2 73.0 83.7 77.7
Queue Length 50th (ft) 167 ~784 182 172 164
Queue Length 95th (ft) 204 m157 #349 #360 #341
Internal Link Dist (ft) 673 688 1585
Turn Bay Length (ft) 525 525
Base Capacity (vph) 3432 3475 343 320 328
Starvation Cap Reductn 07000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.60 1.07 0.95 1.00 0.98
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

7.5-1
Queues Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/28/2019
Horizon Year (2040) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 5
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Group Flow (vph) 93 1839 2538 215 630 623 252
v/c Ratio 0.80 0.70 1.24 0.29 1.01 1.04 0.40
Control Delay 72.8 15.3 139.2 5.5 67.1 75.3 13.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 72.8 15.3 139.2 5.5 67.1 75.3 13.8
Queue Length 50th (ft) 49 292 ~624 12 ~353 ~397 57
Queue Length 95th (ft) m#103 m337 #720 55 #588 #624 123 Internal Link Dist (ft) 688 486 1005
Turn Bay Length (ft) 200 400 400
Base Capacity (vph) 116 2641 2044 729 625 601 624
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.80 0.70 1.24 0.29 1.01 1.04 0.40
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

7.5-2
Queues Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/28/2019
Horizon Year (2040) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 2
Lane Group EBT WBT SBL SBT SBR
Lane Group Flow (vph) 3435 2661 319 303 303
v/c Ratio 1.05 0.81 0.80 0.83 0.80
Control Delay 48.1 14.1 46.3 46.8 44.2
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 48.1 14.1 46.3 46.8 44.2
Queue Length 50th (ft) ~759 368 163 146 138
Queue Length 95th (ft) #853 443 #281 #279 #261
Internal Link Dist (ft) 673 688 1585
Turn Bay Length (ft) 525 525
Base Capacity (vph) 3270 3305 443 404 415
Starvation Cap Reductn 00000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 1.05 0.81 0.72 0.75 0.73
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

7.5-3
Queues Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/28/2019
Horizon Year (2040) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 5
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Group Flow (vph) 268 3013 1878 319 455 457 365
v/c Ratio 2.44 1.06 0.82 0.36 0.81 0.84 0.65
Control Delay 694.6 57.1 25.7 3.1 40.3 44.0 25.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 694.6 57.1 25.7 3.1 40.3 44.0 25.7
Queue Length 50th (ft) ~253 ~692 330 0 244 260 140
Queue Length 95th (ft) #403 #787 394 45 #409 #446 244
Internal Link Dist (ft) 688 486 1005
Turn Bay Length (ft) 200 400 400
Base Capacity (vph) 110 2840 2289 875 565 542 562
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 2.44 1.06 0.82 0.36 0.81 0.84 0.65
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

7.5-4
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
APPENDIX 7.6:

HORIZON YEAR (2040) WITH PROJECT CONDITIONS OFF-RAMP QUEUING ANALYSIS

WORKSHEETS
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report
This Page Intentionally Left Blank

Queues Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/28/2019
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 2
Lane Group EBT WBT SBL SBT SBR
Lane Group Flow (vph) 2072 3724 325 333 335
v/c Ratio 0.60 1.07 0.95 1.04 1.02
Control Delay 7.5 43.4 73.0 94.1 88.4
Queue Delay 0.0 0.9 0.0 0.0 0.0
Total Delay 7.5 44.3 73.0 94.1 88.4
Queue Length 50th (ft) 169 ~795 182 ~197 ~180
Queue Length 95th (ft) 207 m154 #349 #378 #360
Internal Link Dist (ft) 673 688 1585
Turn Bay Length (ft) 525 525
Base Capacity (vph) 3432 3475 343 320 328
Starvation Cap Reductn 07000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.60 1.07 0.95 1.04 1.02
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

7.6-1
Queues Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/28/2019
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 5
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Group Flow (vph) 101 1840 2542 215 641 632 252
v/c Ratio 0.87 0.70 1.24 0.29 1.03 1.05 0.40
Control Delay 84.3 15.3 140.0 5.5 71.6 79.7 13.8
Queue Delay 0.0 0.0 0.3 0.0 0.0 0.0 0.0
Total Delay 84.3 15.3 140.3 5.5 71.6 79.7 13.8
Queue Length 50th (ft) 54 293 ~626 12 ~389 ~409 57
Queue Length 95th (ft) m#117 m337 #722 55 #602 #636 123 Internal Link Dist (ft) 688 486 1005
Turn Bay Length (ft) 200 400 400
Base Capacity (vph) 116 2641 2044 729 625 601 624
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0 0 183 0000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.87 0.70 1.37 0.29 1.03 1.05 0.40
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

7.6-2
Queues Sycamore Hills Distribution Center TIA (JN 12014) 7: I-215 SB Ramps & Alessandro Bl. 05/28/2019
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 2
Lane Group EBT WBT SBL SBT SBR
Lane Group Flow (vph) 3492 2674 319 309 310
v/c Ratio 1.07 0.81 0.79 0.83 0.81
Control Delay 57.0 14.4 45.2 47.4 45.0
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 57.0 14.4 45.2 47.4 45.0
Queue Length 50th (ft) ~783 372 163 150 144
Queue Length 95th (ft) #877 447 #281 #287 #270
Internal Link Dist (ft) 673 688 1585
Turn Bay Length (ft) 525 525
Base Capacity (vph) 3254 3290 443 404 415
Starvation Cap Reductn 00000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 1.07 0.81 0.72 0.76 0.75
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

7.6-3
Queues Sycamore Hills Distribution Center TIA (JN 12014) 8: I-215 NB Ramps & Alessandro Bl. 05/28/2019
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 5
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Group Flow (vph) 297 3018 1880 319 461 461 365
v/c Ratio 2.70 1.00 0.76 0.35 0.91 0.95 0.71
Control Delay 809.9 36.2 21.9 2.8 54.9 62.1 30.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 809.9 36.2 21.9 2.8 54.9 62.1 30.1
Queue Length 50th (ft) ~287 ~579 307 0 263 278 148
Queue Length 95th (ft) #444 #750 368 42 #453 #490 257
Internal Link Dist (ft) 688 486 1005
Turn Bay Length (ft) 200 400 400
Base Capacity (vph) 110 3011 2463 918 507 487 514
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 2.70 1.00 0.76 0.35 0.91 0.95 0.71
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

7.6-4
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report REV4
APPENDIX 7.7:

HORIZON YEAR (2040) WITH PROJECT CONDITIONS INTERSECTION OPERATIONS

ANALYSIS WORKSHEETS WITH IMPROVEMENTS

Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report REV4
This Page Intentionally Left Blank

HCM 6th TWSC Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/10/2020
Horizon Year (2040) With Project - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 4
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 1886 8 0 3448 0007000
Future Vol, veh/h 0 1886 8 0 3448 0007000
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - ------- 0-- 0
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, % 0 00000000000
Mvmt Flow 0 2050 9 0 3748 0008000
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 1030 - - 1874
Stage 1 - -----------
Stage 2 - -----------
Critical Hdwy - ------- 7 . 1-- 7 . 1
Critical Hdwy Stg 1 - -----------
Critical Hdwy Stg 2 - -----------
Follow-up Hdwy - ------- 3 . 9-- 3 . 9
Pot Cap-1 Maneuver 0 - - 0 - - 0 0 *488 0 0 *122
Stage 1 0 - - 0 - - 0 0 - 0 0 -
Stage 2 0 - - 0 - - 0 0 - 0 0 -
Platoon blocked, % - - - - 1 1
Mov Cap-1 Maneuver - ------- *488 - - *122
Mov Cap-2 Maneuver - -----------
Stage 1 - -----------
Stage 2 - -----------
Approach EB WB NB SB
HCM Control Delay, s 0 0 12.5 0

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1
Capacity (veh/h) 488 -----
HCM Lane V/C Ratio 0.016 -----
HCM Control Delay (s) 12.5 ---- 0
HCM Lane LOS B ---- A
HCM 95th %tile Q(veh) 0 -----
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

7.7-1
Timings Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/10/2020
Horizon Year (2040) With Project - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 5
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 4 1889 14 3447 4 0 11 0
Future Volume (vph) 4 1889 14 3447 4 0 11 0
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.2 16.5 9.2 16.5 14.6 14.6 14.6 14.6 Total Split (s) 9.6 93.6 9.4 93.4 17.0 17.0 17.0 17.0
Total Split (%) 8.0% 78.0% 7.8% 77.8% 14.2% 14.2% 14.2% 14.2% Yellow Time (s) 3.2 5.5 3.2 5.5 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.2 6.5 4.2 6.5 4.6 4.6 4.6
Lead/Lag Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 103.9 (87%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 110
Control Type: Actuated-Coordinated
Splits and Phases: 4: Vista Grande Dr. & Alessandro Bl.

7.7-2
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/10/2020
Horizon Year (2040) With Project - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 1889 8 14 3447 35 4 0 17 11 0 1 Future Volume (veh/h) 4 1889 8 14 3447 35 4 0 17 11 0 1 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 4 2053 9 15 3747 38 4 0 18 12 0 1
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, % 000000000000
Cap, veh/h 165 3869 17 162 3834 39 44 9 76 146 0 92
Arrive On Green 0.18 1.00 1.00 0.09 0.72 0.72 0.06 0.00 0.06 0.06 0.00 0.06 Sat Flow, veh/h 1810 5330 23 1810 5295 54 145 149 1322 1417 0 1610 Grp Volume(v), veh/h 4 1332 730 15 2443 1342 22 0 0 12 0 1 Grp Sat Flow(s),veh/h/ln 1810 1729 1896 1810 1729 1890 1616 0 0 1417 0 1610 Q Serve(g_s), s 0.2 0.0 0.0 0.9 79.6 81.0 0.0 0.0 0.0 0.0 0.0 0.1 Cycle Q Clear(g_c), s 0.2 0.0 0.0 0.9 79.6 81.0 1.5 0.0 0.0 0.8 0.0 0.1 Prop In Lane 1.00 0.01 1.00 0.03 0.18 0.82 1.00 1.00
Lane Grp Cap(c), veh/h 165 2510 1376 162 2504 1369 128 0 0 146 0 92 V/C Ratio(X) 0.02 0.53 0.53 0.09 0.98 0.98 0.17 0.00 0.00 0.08 0.00 0.01 Avail Cap(c_a), veh/h 165 2510 1376 162 2504 1369 201 0 0 211 0 166 HCM Platoon Ratio 2.00 2.00 2.00 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 0.09 0.09 0.09 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 44.7 0.0 0.0 50.2 15.5 15.7 54.0 0.0 0.0 53.7 0.0 53.3 Incr Delay (d2), s/veh 0.0 0.8 1.5 0.0 2.2 4.1 0.6 0.0 0.0 0.2 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/ln 0.1 0.3 0.6 0.4 22.3 25.6 0.7 0.0 0.0 0.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 44.7 0.8 1.5 50.2 17.7 19.8 54.7 0.0 0.0 53.9 0.0 53.4 LnGrp LOS D A A D B B D A A D A D
Approach Vol, veh/h 2066 3800 22 13
Approach Delay, s/veh 1.1 18.6 54.7 53.9
Approach LOS A B D D
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 11.5 14.9 93.6 11.5 15.1 93.4
Change Period (Y+Rc), s 4.6 4.2 * 6.5 4.6 4.2 * 6.5
Max Green Setting (Gmax), s 12.4 5.2 * 87 12.4 5.4 * 87 Max Q Clear Time (g_c+I1), s 3.5 2.9 2.0 2.8 2.2 83.0
Green Ext Time (p_c), s 0.0 0.0 24.3 0.0 0.0 3.8
Intersection Summary
HCM 6th Ctrl Delay 12.7
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

7.7-3
HCM 6th TWSC Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/10/2020
Horizon Year (2040) With Project - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 4
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 3365 5 0 2879 0008000
Future Vol, veh/h 0 3365 5 0 2879 0008000
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - ------- 0-- 0
Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 0 00000000000
Mvmt Flow 0 3658 5 0 3129 0009000

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 1832 - - 1565
Stage 1 - -----------
Stage 2 - -----------
Critical Hdwy - ------- 7 . 1-- 7 . 1
Critical Hdwy Stg 1 - -----------
Critical Hdwy Stg 2 - -----------
Follow-up Hdwy - ------- 3 . 9-- 3 . 9
Pot Cap-1 Maneuver 0 - - 0 - - 0 0 *144 0 0 *251
Stage 1 0 - - 0 - - 0 0 - 0 0 -
Stage 2 0 - - 0 - - 0 0 - 0 0 -
Platoon blocked, % - - - - 1 1
Mov Cap-1 Maneuver - ------- *144 - - *251
Mov Cap-2 Maneuver - -----------
Stage 1 - -----------
Stage 2 - -----------

Approach EB WB NB SB
HCM Control Delay, s 0 0 31.6 0

HCM LOS D A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1
Capacity (veh/h) 144 -----
HCM Lane V/C Ratio 0.06 -----
HCM Control Delay (s) 31.6 ---- 0
HCM Lane LOS D ---- A
HCM 95th %tile Q(veh) 0.2 -----
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

7.7-4
Timings Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/10/2020
Horizon Year (2040) With Project - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 5
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 2 3371 27 2874 2 0 37 0
Future Volume (vph) 2 3371 27 2874 2 0 37 0
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.6 11.5 9.6 11.5 14.2 14.2 14.2 14.2 Total Split (s) 23.6 81.6 19.4 77.4 19.0 19.0 19.0 19.0 Total Split (%) 19.7% 68.0% 16.2% 64.5% 15.8% 15.8% 15.8% 15.8% Yellow Time (s) 3.6 5.5 3.6 5.5 3.2 3.2 3.2 3.2
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 6.5 4.6 6.5 4.2 4.2 4.2
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max Min Min None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 60 (50%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 100
Control Type: Actuated-Coordinated
Splits and Phases: 4: Vista Grande Dr. & Alessandro Bl.

7.7-5
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/10/2020
Horizon Year (2040) With Project - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 2 3371 14 27 2874 16 2 0 11 37 0 5 Future Volume (veh/h) 2 3371 14 27 2874 16 2 0 11 37 0 5 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 2 3664 15 29 3124 17 2 0 12 40 0 5 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, % 000000000000
Cap, veh/h 330 4070 17 47 3146 17 41 13 116 182 0 134
Arrive On Green 0.36 1.00 1.00 0.03 0.59 0.59 0.08 0.00 0.08 0.08 0.00 0.08 Sat Flow, veh/h 1810 5332 22 1810 5324 29 80 152 1391 1424 0 1610 Grp Volume(v), veh/h 2 2374 1305 29 2027 1114 14 0 0 40 0 5 Grp Sat Flow(s),veh/h/ln 1810 1729 1896 1810 1729 1895 1623 0 0 1424 0 1610 Q Serve(g_s), s 0.1 0.0 0.0 1.9 69.6 70.0 0.0 0.0 0.0 2.0 0.0 0.3 Cycle Q Clear(g_c), s 0.1 0.0 0.0 1.9 69.6 70.0 0.9 0.0 0.0 2.9 0.0 0.3 Prop In Lane 1.00 0.01 1.00 0.02 0.14 0.86 1.00 1.00
Lane Grp Cap(c), veh/h 330 2640 1447 47 2043 1120 170 0 0 182 0 134 V/C Ratio(X) 0.01 0.90 0.90 0.62 0.99 0.99 0.08 0.00 0.00 0.22 0.00 0.04 Avail Cap(c_a), veh/h 330 2640 1447 223 2043 1120 233 0 0 239 0 199 HCM Platoon Ratio 2.00 2.00 2.00 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 0.32 0.32 0.32 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 31.2 0.0 0.0 57.9 24.3 24.4 50.8 0.0 0.0 51.7 0.0 50.6 Incr Delay (d2), s/veh 0.0 5.4 9.4 1.6 9.6 14.1 0.2 0.0 0.0 0.6 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/ln 0.0 2.0 3.8 0.9 26.3 30.4 0.4 0.0 0.0 1.2 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.2 5.4 9.4 59.5 33.9 38.5 51.1 0.0 0.0 52.3 0.0 50.7 LnGrp LOS C A A E C D D A A D A D
Approach Vol, veh/h 3681 3170 14 45
Approach Delay, s/veh 6.9 35.7 51.1 52.1
Approach LOS A D D D
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 14.2 7.7 98.1 14.2 28.4 77.4
Change Period (Y+Rc), s * 4.2

4.6 6.5 * 4.2

6.5 * 6.5
Max Green Setting (Gmax), s * 15 14.8 75.1 * 15 19.0 * 71 Max Q Clear Time (g_c+I1), s 2.9 3.9 2.0 4.9 2.1 72.0
Green Ext Time (p_c), s 0.0 0.0 65.6 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 20.5
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

7.7-6
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report REV4
APPENDIX 8.1:

SUPPLEMENTAL ANALYSIS (ALTERNATIVE 1) WORKSHEETS
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report REV4
This Page Intentionally Left Blank

Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
E+P (Alt. 1) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBT NBR Ø7
Lane Configurations
Traffic Volume (vph) 5 1226 2511 6
Future Volume (vph) 5 1226 2511 6
Turn Type Prot NA NA Prot
Protected Phases 52637
Permitted Phases
Detector Phase 5263
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 5.0
Minimum Split (s) 9.6 26.6 26.6 9.1 9.1
Total Split (s) 11.0 110.0 99.0 10.0 10.0
Total Split (%) 9.2% 91.7% 82.5% 8.3% 8%
Yellow Time (s) 3.6 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 0.5 0.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.1
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode None None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 63.4
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

8.1-1
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
E+P (Alt. 1) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 5 1226 7 0 2511 0006000
Future Volume (veh/h) 5 1226 7 0 2511 0006000
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 1900 1900 1900 0 1900 1900 0 0 1900 0 0 1900 Adj Flow Rate, veh/h 5 1333 8 0 2729 0004000
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, % 000000000000
Cap, veh/h 12 4982 30 0 4492 0000000
Arrive On Green 0.01 0.94 0.94 0.00 0.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5320 32 0 5529 0 0 0
Grp Volume(v), veh/h 5 866 475 0 2729 0 0.0 0.0
Grp Sat Flow(s),veh/h/ln 1810 1729 1894 0 1729 0
Q Serve(g_s), s 0.2 1.5 1.5 0.0 10.7 0.0
Cycle Q Clear(g_c), s 0.2 1.5 1.5 0.0 10.7 0.0
Prop In Lane 1.00 0.02 0.00 0.00
Lane Grp Cap(c), veh/h 12 3238 1774 0 4492 0
V/C Ratio(X) 0.42 0.27 0.27 0.00 0.61 0.00
Avail Cap(c_a), veh/h 160 5044 2763 0 6776 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 0.00
Uniform Delay (d), s/veh 35.8 0.2 0.2 0.0 1.4 0.0
Incr Delay (d2), s/veh 8.4 0.0 0.1 0.0 0.1 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 0.1 0.0 0.0 0.0 0.1 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 44.2 0.2 0.3 0.0 1.5 0.0
LnGrp LOS D AAAAA
Approach Vol, veh/h 1346 2729
Approach Delay, s/veh 0.4 1.5
Approach LOS A A
Timer - Assigned Phs 2 5 6
Phs Duration (G+Y+Rc), s 72.3 5.1 67.2
Change Period (Y+Rc), s 4.6 4.6 4.6
Max Green Setting (Gmax), s 105.4 6.4 94.4
Max Q Clear Time (g_c+I1), s 3.5 2.2 12.7
Green Ext Time (p_c), s 10.4 0.0 49.8
Intersection Summary
HCM 6th Ctrl Delay 1.1
HCM 6th LOS A

8.1-2
Timings Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
E+P (Alt. 1) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 3
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 4 1221 12 2508 3 0 11 0
Future Volume (vph) 4 1221 12 2508 3 0 11 0
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.1 16.5 9.2 16.5 14.6 14.6 14.6 14.6 Total Split (s) 9.1 95.2 9.4 95.0 15.4 15.4 15.4 15.4
Total Split (%) 7.6% 79.3% 7.8% 79.2% 12.8% 12.8% 12.8% 12.8% Yellow Time (s) 3.6 5.5 3.2 5.5 3.6 3.6 3.6 3.6
All-Red Time (s) 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.1 6.5 4.2 6.5 4.6 4.6 4.6
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 103.9 (87%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 70
Control Type: Actuated-Coordinated
Splits and Phases: 4: Vista Grande Dr. & Alessandro Bl.

8.1-3
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
E+P (Alt. 1) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 1221 7 12 2508 35 3 0 14 11 0 1 Future Volume (veh/h) 4 1221 7 12 2508 35 3 0 14 11 0 1 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 4 1327 8 13 2726 38 3 0 15 12 0 1
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, % 000000000000
Cap, veh/h 112 4278 26 27 3888 54 42 7 72 140 0 86
Arrive On Green 0.06 0.80 0.80 0.01 0.74 0.74 0.05 0.00 0.05 0.05 0.00 0.05 Sat Flow, veh/h 1810 5320 32 1810 5272 73 130 139 1347 1421 0 1610 Grp Volume(v), veh/h 4 863 472 13 1785 979 18 0 0 12 0 1 Grp Sat Flow(s),veh/h/ln 1810 1729 1894 1810 1729 1887 1616 0 0 1421 0 1610 Q Serve(g_s), s 0.2 7.8 7.8 0.9 33.6 34.0 0.0 0.0 0.0 0.0 0.0 0.1 Cycle Q Clear(g_c), s 0.2 7.8 7.8 0.9 33.6 34.0 1.3 0.0 0.0 0.8 0.0 0.1 Prop In Lane 1.00 0.02 1.00 0.04 0.17 0.83 1.00 1.00
Lane Grp Cap(c), veh/h 112 2781 1523 27 2550 1392 122 0 0 140 0 86 V/C Ratio(X) 0.04 0.31 0.31 0.49 0.70 0.70 0.15 0.00 0.00 0.09 0.00 0.01 Avail Cap(c_a), veh/h 112 2781 1523 78 2550 1392 179 0 0 192 0 145 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) 0.97 0.97 0.97 0.48 0.48 0.48 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 52.9 3.1 3.1 58.7 8.5 8.6 54.3 0.0 0.0 54.1 0.0 53.8 Incr Delay (d2), s/veh 0.1 0.3 0.5 2.5 0.8 1.5 0.6 0.0 0.0 0.3 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/ln 0.1 1.6 1.8 0.4 9.0 10.2 0.5 0.0 0.0 0.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 53.0 3.3 3.6 61.2 9.3 10.1 54.9 0.0 0.0 54.3 0.0 53.8 LnGrp LOS D AAEABDAADAD
Approach Vol, veh/h 1339 2777 18 13
Approach Delay, s/veh 3.6 9.8 54.9 54.3
Approach LOS A A D D
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 11.0 6.0 103.0 11.0 14.0 95.0
Change Period (Y+Rc), s 4.6 * 4.2 6.5 4.6 6.5 * 6.5
Max Green Setting (Gmax), s 10.8 * 5.2 88.7 10.8 5.0 * 89 Max Q Clear Time (g_c+I1), s 3.3 2.9 9.8 2.8 2.2 36.0
Green Ext Time (p_c), s 0.0 0.0 10.3 0.0 0.0 35.9
Intersection Summary
HCM 6th Ctrl Delay 8.1
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

8.1-4
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
E+P (Alt. 1) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBT NBR Ø7
Lane Configurations
Traffic Volume (vph) 3 2314 1947 7
Future Volume (vph) 3 2314 1947 7
Turn Type Prot NA NA Prot
Protected Phases 52637
Permitted Phases
Detector Phase 5263
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 5.0
Minimum Split (s) 9.6 26.6 26.6 9.1 9.1
Total Split (s) 12.0 108.0 96.0 12.0 12.0
Total Split (%) 10.0% 90.0% 80.0% 10.0% 10%
Yellow Time (s) 3.6 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 0.5 0.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.1
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode None None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 49.1
Natural Cycle: 50
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

8.1-5
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
E+P (Alt. 1) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 2314 4 0 1947 0007000
Future Volume (veh/h) 3 2314 4 0 1947 0007000
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 1900 1900 1900 0 1900 1900 0 0 1900 0 0 1900 Adj Flow Rate, veh/h 3 2515 4 0 2116 0006000
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, % 000000000000
Cap, veh/h 7 4869 8 0 4236 0000000
Arrive On Green 0.00 0.91 0.91 0.00 0.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5348 9 0 5529 0 0 0
Grp Volume(v), veh/h 3 1626 893 0 2116 0 0.0 0.0
Grp Sat Flow(s),veh/h/ln 1810 1729 1898 0 1729 0
Q Serve(g_s), s 0.1 4.1 4.1 0.0 6.5 0.0
Cycle Q Clear(g_c), s 0.1 4.1 4.1 0.0 6.5 0.0
Prop In Lane 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 7 3148 1728 0 4236 0
V/C Ratio(X) 0.41 0.52 0.52 0.00 0.50 0.00
Avail Cap(c_a), veh/h 261 6964 3824 0 9234 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 0.00
Uniform Delay (d), s/veh 25.5 0.4 0.4 0.0 1.5 0.0
Incr Delay (d2), s/veh 12.8 0.1 0.2 0.0 0.1 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 0.1 0.1 0.1 0.0 0.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.3 0.5 0.6 0.0 1.5 0.0
LnGrp LOS D AAAAA
Approach Vol, veh/h 2522 2116
Approach Delay, s/veh 0.6 1.5
Approach LOS A A
Timer - Assigned Phs 2 5 6
Phs Duration (G+Y+Rc), s 51.3 4.8 46.5
Change Period (Y+Rc), s 4.6 4.6 4.6
Max Green Setting (Gmax), s 103.4 7.4 91.4
Max Q Clear Time (g_c+I1), s 6.1 2.1 8.5
Green Ext Time (p_c), s 40.7 0.0 28.6
Intersection Summary
HCM 6th Ctrl Delay 1.0
HCM 6th LOS A

8.1-6
Timings Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
E+P (Alt. 1) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 2 2309 23 1935 2 0 37 0
Future Volume (vph) 2 2309 23 1935 2 0 37 0
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.1 11.5 9.6 11.5 14.2 14.2 14.2 14.2 Total Split (s) 9.1 77.0 9.9 77.1 33.1 33.1 33.1 33.1
Total Split (%) 7.6% 64.2% 8.3% 64.3% 27.6% 27.6% 27.6% 27.6% Yellow Time (s) 3.6 5.5 3.6 5.5 3.2 3.2 3.2 3.2
All-Red Time (s) 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.1 6.5 4.6 6.5 4.2 4.2 4.2
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max Min Min None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 103.6 (86%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 65
Control Type: Actuated-Coordinated
Splits and Phases: 4: Vista Grande Dr. & Alessandro Bl.

8.1-7
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
E+P (Alt. 1) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 2 2309 12 23 1935 16 2 0 9 37 0 5 Future Volume (veh/h) 2 2309 12 23 1935 16 2 0 9 37 0 5 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 2 2510 13 25 2103 17 2 0 10 40 0 5 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, % 000000000000
Cap, veh/h 5 4077 21 43 4196 34 44 14 113 181 0 134
Arrive On Green 0.00 0.77 0.77 0.02 0.79 0.79 0.08 0.00 0.08 0.08 0.00 0.08 Sat Flow, veh/h 1810 5325 28 1810 5307 43 106 165 1352 1427 0 1610 Grp Volume(v), veh/h 2 1629 894 25 1370 750 12 0 0 40 0 5 Grp Sat Flow(s),veh/h/ln 1810 1729 1895 1810 1729 1892 1622 0 0 1427 0 1610 Q Serve(g_s), s 0.1 25.1 25.1 1.6 16.5 16.5 0.0 0.0 0.0 2.1 0.0 0.3 Cycle Q Clear(g_c), s 0.1 25.1 25.1 1.6 16.5 16.5 0.8 0.0 0.0 3.0 0.0 0.3 Prop In Lane 1.00 0.01 1.00 0.02 0.17 0.83 1.00 1.00
Lane Grp Cap(c), veh/h 5 2647 1451 43 2734 1496 170 0 0 181 0 134 V/C Ratio(X) 0.41 0.62 0.62 0.59 0.50 0.50 0.07 0.00 0.00 0.22 0.00 0.04 Avail Cap(c_a), veh/h 75 2647 1451 80 2734 1496 419 0 0 406 0 388 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) 0.86 0.86 0.86 0.74 0.74 0.74 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 59.7 6.2 6.2 58.0 4.4 4.4 50.8 0.0 0.0 51.7 0.0 50.6 Incr Delay (d2), s/veh 41.5 0.9 1.7 3.5 0.5 0.9 0.2 0.0 0.0 0.6 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/ln 0.1 6.2 7.1 0.8 3.6 4.1 0.3 0.0 0.0 1.2 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 101.3 7.2 7.9 61.5 4.8 5.2 51.0 0.0 0.0 52.3 0.0 50.7 LnGrp LOS F AAEAADAADAD
Approach Vol, veh/h 2525 2145 12 45
Approach Delay, s/veh 7.5 5.6 51.0 52.1
Approach LOS A A D D
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 14.2 7.4 98.4 14.2 4.4 101.4
Change Period (Y+Rc), s * 4.2 4.6 6.5 * 4.2 4.1 6.5
Max Green Setting (Gmax), s * 29 5.3 70.5 * 29 5.0 70.6 Max Q Clear Time (g_c+I1), s 2.8 3.6 27.1 5.0 2.1 18.5
Green Ext Time (p_c), s 0.0 0.0 27.7 0.1 0.0 22.7
Intersection Summary
HCM 6th Ctrl Delay 7.2
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

8.1-8
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
Opening Year Cumulative (2023) With Project (Alt. 1) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBT NBR Ø7
Lane Configurations
Traffic Volume (vph) 5 1603 2858 6
Future Volume (vph) 5 1603 2858 6
Turn Type Prot NA NA Prot
Protected Phases 52637
Permitted Phases
Detector Phase 5263
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 5.0
Minimum Split (s) 9.6 26.6 26.6 9.1 9.1
Total Split (s) 11.0 110.0 99.0 10.0 10.0
Total Split (%) 9.2% 91.7% 82.5% 8.3% 8%
Yellow Time (s) 3.6 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 0.5 0.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.1
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode None None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 80.1
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

8.1-9
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
Opening Year Cumulative (2023) With Project (Alt. 1) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 5 1603 8 0 2858 0006000
Future Volume (veh/h) 5 1603 8 0 2858 0006000
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 1900 1900 1900 0 1900 1900 0 0 1900 0 0 1900 Adj Flow Rate, veh/h 5 1742 9 0 3107 0004000
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, % 000000000000
Cap, veh/h 12 5043 26 0 4602 0000000
Arrive On Green 0.01 0.95 0.95 0.00 0.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5326 28 0 5529 0 0 0
Grp Volume(v), veh/h 5 1131 620 0 3107 0 0.0 0.0
Grp Sat Flow(s),veh/h/ln 1810 1729 1895 0 1729 0
Q Serve(g_s), s 0.2 2.2 2.2 0.0 14.6 0.0
Cycle Q Clear(g_c), s 0.2 2.2 2.2 0.0 14.6 0.0
Prop In Lane 1.00 0.01 0.00 0.00
Lane Grp Cap(c), veh/h 12 3274 1794 0 4602 0
V/C Ratio(X) 0.42 0.35 0.35 0.00 0.68 0.00
Avail Cap(c_a), veh/h 134 4207 2306 0 5653 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 0.00
Uniform Delay (d), s/veh 42.9 0.2 0.2 0.0 1.4 0.0
Incr Delay (d2), s/veh 8.6 0.1 0.1 0.0 0.2 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 0.1 0.0 0.1 0.0 0.1 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 51.5 0.2 0.3 0.0 1.6 0.0
LnGrp LOS D AAAAA
Approach Vol, veh/h 1756 3107
Approach Delay, s/veh 0.4 1.6
Approach LOS A A
Timer - Assigned Phs 2 5 6
Phs Duration (G+Y+Rc), s 86.6 5.2 81.5
Change Period (Y+Rc), s 4.6 4.6 4.6
Max Green Setting (Gmax), s 105.4 6.4 94.4
Max Q Clear Time (g_c+I1), s 4.2 2.2 16.6
Green Ext Time (p_c), s 17.1 0.0 60.3
Intersection Summary
HCM 6th Ctrl Delay 1.2
HCM 6th LOS A

8.1-10
Timings Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
Opening Year Cumulative (2023) With Project (Alt. 1) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 3
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 4 1598 13 2854 3 0 11 0
Future Volume (vph) 4 1598 13 2854 3 0 11 0
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.1 16.5 9.2 16.5 14.6 14.6 14.6 14.6 Total Split (s) 9.1 95.2 9.4 95.0 15.4 15.4 15.4 15.4
Total Split (%) 7.6% 79.3% 7.8% 79.2% 12.8% 12.8% 12.8% 12.8% Yellow Time (s) 3.6 5.5 3.2 5.5 3.6 3.6 3.6 3.6
All-Red Time (s) 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.1 6.5 4.2 6.5 4.6 4.6 4.6
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 103.9 (87%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 80
Control Type: Actuated-Coordinated
Splits and Phases: 4: Vista Grande Dr. & Alessandro Bl.

8.1-11
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
Opening Year Cumulative (2023) With Project (Alt. 1) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 1598 8 13 2854 35 3 0 15 11 0 1 Future Volume (veh/h) 4 1598 8 13 2854 35 3 0 15 11 0 1 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 4 1737 9 14 3102 38 3 0 16 12 0 1
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, % 000000000000
Cap, veh/h 111 4273 22 28 3895 48 41 7 74 142 0 88
Arrive On Green 0.06 0.80 0.80 0.02 0.74 0.74 0.05 0.00 0.05 0.05 0.00 0.05 Sat Flow, veh/h 1810 5325 28 1810 5282 64 122 133 1361 1419 0 1610 Grp Volume(v), veh/h 4 1128 618 14 2027 1113 19 0 0 12 0 1 Grp Sat Flow(s),veh/h/ln 1810 1729 1895 1810 1729 1888 1616 0 0 1419 0 1610 Q Serve(g_s), s 0.2 11.5 11.5 0.9 44.6 45.3 0.0 0.0 0.0 0.0 0.0 0.1 Cycle Q Clear(g_c), s 0.2 11.5 11.5 0.9 44.6 45.3 1.3 0.0 0.0 0.8 0.0 0.1 Prop In Lane 1.00 0.01 1.00 0.03 0.16 0.84 1.00 1.00
Lane Grp Cap(c), veh/h 111 2774 1520 28 2550 1393 123 0 0 142 0 88 V/C Ratio(X) 0.04 0.41 0.41 0.50 0.79 0.80 0.15 0.00 0.00 0.08 0.00 0.01 Avail Cap(c_a), veh/h 111 2774 1520 78 2550 1393 179 0 0 192 0 145 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) 0.95 0.95 0.95 0.28 0.28 0.28 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 53.0 3.5 3.5 58.6 10.0 10.1 54.2 0.0 0.0 54.0 0.0 53.7 Incr Delay (d2), s/veh 0.1 0.4 0.8 1.4 0.8 1.4 0.6 0.0 0.0 0.3 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/ln 0.1 2.3 2.7 0.4 11.9 13.4 0.6 0.0 0.0 0.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 53.1 3.9 4.2 60.0 10.7 11.5 54.8 0.0 0.0 54.2 0.0 53.7 LnGrp LOS D AAEBBDAADAD
Approach Vol, veh/h 1750 3154 19 13
Approach Delay, s/veh 4.1 11.2 54.8 54.2
Approach LOS A B D D
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 11.2 6.1 102.8 11.2 13.8 95.0
Change Period (Y+Rc), s 4.6 * 4.2 6.5 4.6 6.5 * 6.5
Max Green Setting (Gmax), s 10.8 * 5.2 88.7 10.8 5.0 * 89 Max Q Clear Time (g_c+I1), s 3.3 2.9 13.5 2.8 2.2 47.3
Green Ext Time (p_c), s 0.0 0.0 16.7 0.0 0.0 34.7
Intersection Summary
HCM 6th Ctrl Delay 9.0
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

8.1-12
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
Opening Year Cumulative (2023) With Project (Alt. 1) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBT NBR Ø7
Lane Configurations
Traffic Volume (vph) 3 2688 2424 8
Future Volume (vph) 3 2688 2424 8
Turn Type Prot NA NA Prot
Protected Phases 52637
Permitted Phases
Detector Phase 5263
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 5.0
Minimum Split (s) 9.6 26.6 26.6 9.1 9.1
Total Split (s) 12.0 108.0 96.0 12.0 12.0
Total Split (%) 10.0% 90.0% 80.0% 10.0% 10%
Yellow Time (s) 3.6 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 0.5 0.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.1
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode None None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 70.9
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

8.1-13
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
Opening Year Cumulative (2023) With Project (Alt. 1) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 2688 4 0 2424 0008000
Future Volume (veh/h) 3 2688 4 0 2424 0008000
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 1900 1900 1900 0 1900 1900 0 0 1900 0 0 1900 Adj Flow Rate, veh/h 3 2922 4 0 2635 0007000
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, % 000000000000
Cap, veh/h 7 4996 7 0 4480 0000000
Arrive On Green 0.00 0.93 0.93 0.00 0.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5349 7 0 5529 0 0 0
Grp Volume(v), veh/h 3 1888 1038 0 2635 0 0.0 0.0
Grp Sat Flow(s),veh/h/ln 1810 1729 1899 0 1729 0
Q Serve(g_s), s 0.1 5.5 5.5 0.0 9.8 0.0
Cycle Q Clear(g_c), s 0.1 5.5 5.5 0.0 9.8 0.0
Prop In Lane 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 7 3229 1773 0 4480 0
V/C Ratio(X) 0.41 0.58 0.59 0.00 0.59 0.00
Avail Cap(c_a), veh/h 192 5138 2821 0 6812 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 0.00
Uniform Delay (d), s/veh 34.6 0.3 0.3 0.0 1.3 0.0
Incr Delay (d2), s/veh 13.0 0.2 0.3 0.0 0.1 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 0.1 0.1 0.2 0.0 0.1 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 47.6 0.5 0.6 0.0 1.4 0.0
LnGrp LOS D AAAAA
Approach Vol, veh/h 2929 2635
Approach Delay, s/veh 0.6 1.4
Approach LOS A A
Timer - Assigned Phs 2 5 6
Phs Duration (G+Y+Rc), s 69.6 4.9 64.7
Change Period (Y+Rc), s 4.6 4.6 4.6
Max Green Setting (Gmax), s 103.4 7.4 91.4
Max Q Clear Time (g_c+I1), s 7.5 2.1 11.8
Green Ext Time (p_c), s 57.4 0.0 45.8
Intersection Summary
HCM 6th Ctrl Delay 1.0
HCM 6th LOS A

8.1-14
Timings Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
Opening Year Cumulative (2023) With Project (Alt. 1) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 2 2683 25 2412 2 0 37 0
Future Volume (vph) 2 2683 25 2412 2 0 37 0
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.1 11.5 9.6 11.5 14.2 14.2 14.2 14.2 Total Split (s) 9.1 77.0 9.9 77.1 33.1 33.1 33.1 33.1
Total Split (%) 7.6% 64.2% 8.3% 64.3% 27.6% 27.6% 27.6% 27.6% Yellow Time (s) 3.6 5.5 3.6 5.5 3.2 3.2 3.2 3.2
All-Red Time (s) 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.1 6.5 4.6 6.5 4.2 4.2 4.2
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max Min Min None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 103.6 (86%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 75
Control Type: Actuated-Coordinated
Splits and Phases: 4: Vista Grande Dr. & Alessandro Bl.

8.1-15
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
Opening Year Cumulative (2023) With Project (Alt. 1) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 2 2683 13 25 2412 16 2 0 10 37 0 5 Future Volume (veh/h) 2 2683 13 25 2412 16 2 0 10 37 0 5 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 2 2916 14 27 2622 17 2 0 11 40 0 5 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, % 000000000000
Cap, veh/h 5 4073 20 45 4204 27 42 13 114 182 0 134
Arrive On Green 0.00 0.76 0.76 0.02 0.79 0.79 0.08 0.00 0.08 0.08 0.00 0.08 Sat Flow, veh/h 1810 5328 26 1810 5317 34 92 158 1373 1426 0 1610 Grp Volume(v), veh/h 2 1891 1039 27 1704 935 13 0 0 40 0 5 Grp Sat Flow(s),veh/h/ln 1810 1729 1895 1810 1729 1894 1623 0 0 1426 0 1610 Q Serve(g_s), s 0.1 34.1 34.3 1.8 24.4 24.5 0.0 0.0 0.0 2.1 0.0 0.3 Cycle Q Clear(g_c), s 0.1 34.1 34.3 1.8 24.4 24.5 0.9 0.0 0.0 2.9 0.0 0.3 Prop In Lane 1.00 0.01 1.00 0.02 0.15 0.85 1.00 1.00
Lane Grp Cap(c), veh/h 5 2643 1449 45 2734 1497 170 0 0 182 0 134 V/C Ratio(X) 0.41 0.72 0.72 0.60 0.62 0.62 0.08 0.00 0.00 0.22 0.00 0.04 Avail Cap(c_a), veh/h 75 2643 1449 80 2734 1497 419 0 0 406 0 388 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) 0.79 0.79 0.79 0.56 0.56 0.56 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 59.7 7.3 7.4 57.9 5.2 5.2 50.8 0.0 0.0 51.7 0.0 50.6 Incr Delay (d2), s/veh 38.5 1.3 2.4 2.7 0.6 1.1 0.2 0.0 0.0 0.6 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/ln 0.1 8.5 9.8 0.8 5.2 6.0 0.4 0.0 0.0 1.2 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 98.3 8.7 9.8 60.6 5.8 6.3 51.0 0.0 0.0 52.3 0.0 50.7 LnGrp LOS F AAEAADAADAD
Approach Vol, veh/h 2932 2666 13 45
Approach Delay, s/veh 9.1 6.5 51.0 52.1
Approach LOS A A D D
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 14.2 7.6 98.2 14.2 4.4 101.4
Change Period (Y+Rc), s * 4.2 4.6 6.5 * 4.2 4.1 6.5
Max Green Setting (Gmax), s * 29 5.3 70.5 * 29 5.0 70.6 Max Q Clear Time (g_c+I1), s 2.9 3.8 36.3 4.9 2.1 26.5
Green Ext Time (p_c), s 0.0 0.0 27.9 0.1 0.0 29.9
Intersection Summary
HCM 6th Ctrl Delay 8.3
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

8.1-16
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
Horizon Year (2040) With Project (Alt. 1) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBT NBR Ø7
Lane Configurations
Traffic Volume (vph) 6 1880 3448 7
Future Volume (vph) 6 1880 3448 7
Turn Type Prot NA NA Prot
Protected Phases 52637
Permitted Phases
Detector Phase 5263
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 5.0
Minimum Split (s) 9.6 26.6 26.6 9.1 9.1
Total Split (s) 11.0 110.0 99.0 10.0 10.0
Total Split (%) 9.2% 91.7% 82.5% 8.3% 8%
Yellow Time (s) 3.6 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 0.5 0.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.1
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode None None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 102.5
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

8.1-17
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
Horizon Year (2040) With Project (Alt. 1) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 6 1880 8 0 3448 0007000
Future Volume (veh/h) 6 1880 8 0 3448 0007000
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 1900 1900 1900 0 1900 1900 0 0 1900 0 0 1900 Adj Flow Rate, veh/h 7 2043 9 0 3748 0005000
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, % 000000000000
Cap, veh/h 16 5087 22 0 4668 0000000
Arrive On Green 0.01 0.95 0.95 0.00 0.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5330 23 0 5529 0 0 0
Grp Volume(v), veh/h 7 1325 727 0 3748 0 0.0 0.0
Grp Sat Flow(s),veh/h/ln 1810 1729 1896 0 1729 0
Q Serve(g_s), s 0.4 2.9 2.9 0.0 26.3 0.0
Cycle Q Clear(g_c), s 0.4 2.9 2.9 0.0 26.3 0.0
Prop In Lane 1.00 0.01 0.00 0.00
Lane Grp Cap(c), veh/h 16 3300 1809 0 4668 0
V/C Ratio(X) 0.44 0.40 0.40 0.00 0.80 0.00
Avail Cap(c_a), veh/h 115 3612 1980 0 4852 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 0.00
Uniform Delay (d), s/veh 49.8 0.2 0.2 0.0 1.8 0.0
Incr Delay (d2), s/veh 6.9 0.1 0.1 0.0 1.0 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 0.2 0.0 0.1 0.0 0.4 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 56.6 0.2 0.3 0.0 2.8 0.0
LnGrp LOS EAAAAA
Approach Vol, veh/h 2059 3748
Approach Delay, s/veh 0.5 2.8
Approach LOS A A
Timer - Assigned Phs 2 5 6
Phs Duration (G+Y+Rc), s 100.9 5.5 95.4
Change Period (Y+Rc), s 4.6 4.6 4.6
Max Green Setting (Gmax), s 105.4 6.4 94.4
Max Q Clear Time (g_c+I1), s 4.9 2.4 28.3
Green Ext Time (p_c), s 24.5 0.0 62.5
Intersection Summary
HCM 6th Ctrl Delay 2.0
HCM 6th LOS A

8.1-18
Timings Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
Horizon Year (2040) With Project (Alt. 1) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 3
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 4 1883 14 3447 4 0 11 0
Future Volume (vph) 4 1883 14 3447 4 0 11 0
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.1 16.5 9.2 16.5 14.6 14.6 14.6 14.6 Total Split (s) 9.1 95.2 9.4 95.0 15.4 15.4 15.4 15.4
Total Split (%) 7.6% 79.3% 7.8% 79.2% 12.8% 12.8% 12.8% 12.8% Yellow Time (s) 3.6 5.5 3.2 5.5 3.6 3.6 3.6 3.6
All-Red Time (s) 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.1 6.5 4.2 6.5 4.6 4.6 4.6
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 103.9 (87%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 110
Control Type: Actuated-Coordinated
Splits and Phases: 4: Vista Grande Dr. & Alessandro Bl.

8.1-19
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
Horizon Year (2040) With Project (Alt. 1) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 1883 8 14 3447 35 4 0 17 11 0 1 Future Volume (veh/h) 4 1883 8 14 3447 35 4 0 17 11 0 1 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 4 2047 9 15 3747 38 4 0 18 12 0 1
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, % 000000000000
Cap, veh/h 106 4257 19 30 3905 39 44 9 76 146 0 92
Arrive On Green 0.06 0.80 0.80 0.02 0.74 0.74 0.06 0.00 0.06 0.06 0.00 0.06 Sat Flow, veh/h 1810 5330 23 1810 5295 54 145 149 1322 1417 0 1610 Grp Volume(v), veh/h 4 1328 728 15 2443 1342 22 0 0 12 0 1 Grp Sat Flow(s),veh/h/ln 1810 1729 1896 1810 1729 1890 1616 0 0 1417 0 1610 Q Serve(g_s), s 0.3 15.1 15.1 1.0 75.8 77.1 0.0 0.0 0.0 0.0 0.0 0.1 Cycle Q Clear(g_c), s 0.3 15.1 15.1 1.0 75.8 77.1 1.5 0.0 0.0 0.8 0.0 0.1 Prop In Lane 1.00 0.01 1.00 0.03 0.18 0.82 1.00 1.00
Lane Grp Cap(c), veh/h 106 2762 1514 30 2550 1394 128 0 0 146 0 92 V/C Ratio(X) 0.04 0.48 0.48 0.51 0.96 0.96 0.17 0.00 0.00 0.08 0.00 0.01 Avail Cap(c_a), veh/h 106 2762 1514 78 2550 1394 180 0 0 192 0 145 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) 0.92 0.92 0.92 0.09 0.09 0.09 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 53.3 3.9 3.9 58.5 14.1 14.3 54.0 0.0 0.0 53.7 0.0 53.3 Incr Delay (d2), s/veh 0.1 0.6 1.0 0.4 1.3 2.6 0.6 0.0 0.0 0.2 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/ln 0.1 3.1 3.6 0.4 20.2 23.0 0.7 0.0 0.0 0.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 53.4 4.5 5.0 59.0 15.4 16.9 54.7 0.0 0.0 53.9 0.0 53.4 LnGrp LOS D AAEBBDAADAD
Approach Vol, veh/h 2060 3800 22 13
Approach Delay, s/veh 4.8 16.1 54.7 53.9
Approach LOS A B D D
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 11.5 6.2 102.3 11.5 13.5 95.0
Change Period (Y+Rc), s 4.6 * 4.2 6.5 4.6 6.5 * 6.5
Max Green Setting (Gmax), s 10.8 * 5.2 88.7 10.8 5.0 * 89 Max Q Clear Time (g_c+I1), s 3.5 3.0 17.1 2.8 2.3 79.1
Green Ext Time (p_c), s 0.0 0.0 23.4 0.0 0.0 9.2
Intersection Summary
HCM 6th Ctrl Delay 12.4
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

8.1-20
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
Horizon Year (2040) With Project (Alt. 1) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBT NBR Ø7
Lane Configurations
Traffic Volume (vph) 4 3361 2879 8
Future Volume (vph) 4 3361 2879 8
Turn Type Prot NA NA Prot
Protected Phases 52637
Permitted Phases
Detector Phase 5263
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 5.0
Minimum Split (s) 9.6 26.6 26.6 9.1 9.1
Total Split (s) 12.0 108.0 96.0 12.0 12.0
Total Split (%) 10.0% 90.0% 80.0% 10.0% 10%
Yellow Time (s) 3.6 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 0.5 0.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.1
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode None None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 104.9
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

8.1-21
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
Horizon Year (2040) With Project (Alt. 1) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 3361 5 0 2879 0008000
Future Volume (veh/h) 4 3361 5 0 2879 0008000
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 1900 1900 1900 0 1900 1900 0 0 1900 0 0 1900 Adj Flow Rate, veh/h 4 3653 5 0 3129 0007000
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, % 000000000000
Cap, veh/h 10 5415 7 0 5118 0000000
Arrive On Green 0.01 0.95 0.95 0.00 0.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5691 8 0 5700 0 0 0
Grp Volume(v), veh/h 4 2439 1219 0 3129 0 0.0 0.0
Grp Sat Flow(s),veh/h/ln 1810 1900 1899 0 1900 0
Q Serve(g_s), s 0.2 8.2 8.3 0.0 11.8 0.0
Cycle Q Clear(g_c), s 0.2 8.2 8.3 0.0 11.8 0.0
Prop In Lane 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 10 3616 1807 0 5118 0
V/C Ratio(X) 0.42 0.67 0.67 0.00 0.61 0.00
Avail Cap(c_a), veh/h 141 4135 2066 0 5483 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 0.00
Uniform Delay (d), s/veh 47.1 0.3 0.3 0.0 1.1 0.0
Incr Delay (d2), s/veh 10.5 0.4 0.7 0.0 0.2 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 0.1 0.2 0.4 0.0 0.1 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 57.6 0.7 1.0 0.0 1.3 0.0
LnGrp LOS EAAAAA
Approach Vol, veh/h 3662 3129
Approach Delay, s/veh 0.9 1.3
Approach LOS A A
Timer - Assigned Phs 2 5 6
Phs Duration (G+Y+Rc), s 95.0 5.1 89.9
Change Period (Y+Rc), s 4.6 4.6 4.6
Max Green Setting (Gmax), s 103.4 7.4 91.4
Max Q Clear Time (g_c+I1), s 10.3 2.2 13.8
Green Ext Time (p_c), s 80.2 0.0 60.7
Intersection Summary
HCM 6th Ctrl Delay 1.1
HCM 6th LOS A

8.1-22
Timings Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
Horizon Year (2040) With Project (Alt. 1) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 3
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 2 3367 27 2874 2 0 37 0
Future Volume (vph) 2 3367 27 2874 2 0 37 0
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.1 11.5 9.6 11.5 14.2 14.2 14.2 14.2 Total Split (s) 9.1 77.0 9.9 77.1 33.1 33.1 33.1 33.1
Total Split (%) 7.6% 64.2% 8.3% 64.3% 27.6% 27.6% 27.6% 27.6% Yellow Time (s) 3.6 5.5 3.6 5.5 3.2 3.2 3.2 3.2
All-Red Time (s) 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.1 6.5 4.6 6.5 4.2 4.2 4.2
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max Min Min None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 103.6 (86%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 100
Control Type: Actuated-Coordinated
Splits and Phases: 4: Vista Grande Dr. & Alessandro Bl.

8.1-23
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
Horizon Year (2040) With Project (Alt. 1) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 2 3367 14 27 2874 16 2 0 11 37 0 5 Future Volume (veh/h) 2 3367 14 27 2874 16 2 0 11 37 0 5 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 2 3660 15 29 3124 17 2 0 12 40 0 5 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, % 000000000000
Cap, veh/h 5 4070 17 47 4209 23 41 13 116 182 0 134
Arrive On Green 0.00 0.76 0.76 0.03 0.79 0.79 0.08 0.00 0.08 0.08 0.00 0.08 Sat Flow, veh/h 1810 5332 22 1810 5324 29 80 152 1391 1424 0 1610 Grp Volume(v), veh/h 2 2372 1303 29 2027 1114 14 0 0 40 0 5 Grp Sat Flow(s),veh/h/ln 1810 1729 1896 1810 1729 1895 1623 0 0 1424 0 1610 Q Serve(g_s), s 0.1 62.0 62.4 1.9 35.6 35.8 0.0 0.0 0.0 2.0 0.0 0.3 Cycle Q Clear(g_c), s 0.1 62.0 62.4 1.9 35.6 35.8 0.9 0.0 0.0 2.9 0.0 0.3 Prop In Lane 1.00 0.01 1.00 0.02 0.14 0.86 1.00 1.00
Lane Grp Cap(c), veh/h 5 2640 1447 47 2734 1498 170 0 0 182 0 134 V/C Ratio(X) 0.41 0.90 0.90 0.62 0.74 0.74 0.08 0.00 0.00 0.22 0.00 0.04 Avail Cap(c_a), veh/h 75 2640 1447 80 2734 1498 419 0 0 406 0 388 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) 0.71 0.71 0.71 0.32 0.32 0.32 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 59.7 10.7 10.7 57.9 6.4 6.4 50.8 0.0 0.0 51.7 0.0 50.6 Incr Delay (d2), s/veh 35.0 3.9 6.9 1.6 0.6 1.1 0.2 0.0 0.0 0.6 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/ln 0.1 16.1 19.0 0.9 7.5 8.6 0.4 0.0 0.0 1.2 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 94.8 14.6 17.7 59.5 7.0 7.5 51.1 0.0 0.0 52.3 0.0 50.7 LnGrp LOS F BBEAADAADAD
Approach Vol, veh/h 3677 3170 14 45
Approach Delay, s/veh 15.8 7.6 51.1 52.1
Approach LOS B A D D
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 14.2 7.7 98.1 14.2 4.4 101.4
Change Period (Y+Rc), s * 4.2 4.6 6.5 * 4.2 4.1 6.5
Max Green Setting (Gmax), s * 29 5.3 70.5 * 29 5.0 70.6 Max Q Clear Time (g_c+I1), s 2.9 3.9 64.4 4.9 2.1 37.8
Green Ext Time (p_c), s 0.0 0.0 6.0 0.1 0.0 28.5
Intersection Summary
HCM 6th Ctrl Delay 12.3
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

8.1-24
Queuing and Blocking Report
Horizon Year (2040) With Project (Alt. 1) - AM Peak Hour WITH IMPROVEMENTS 08/11/2020 Sycamore Hills Distribution Center TIA (JN 12014) SimTraffic Report Urban Crossroads, Inc. Page 1
Intersection: 3: Private Driveway & Alessandro Bl.

Movement EB EB EB EB WB WB WB NB
Directions Served L T T TR T T TR R
Maximum Queue (ft) 29 52 74 53 498 503 494 31
Average Queue (ft) 5332 3 3 3 5 4 35
95th Queue (ft) 22 21 26 18 181 188 195 22
Link Distance (ft) 592 592 592 528 528 528 346
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 150
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 4: Vista Grande Dr. & Alessandro Bl.

Movement EB EB EB EB WB WB WB WB NB SB
Directions Served L T T TR L T T TR LTR L
Maximum Queue (ft) 49 138 114 141 72 3894 3893 969 31 52 Average Queue (ft) 2 14 19 11 15 349 226 116 14 16
95th Queue (ft) 16 61 66 56 44 1956 1408 506 38 43
Link Distance (ft) 528 528 528 4017 4017 4017 846
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 155 155 150
Storage Blk Time (%) 0 3
Queuing Penalty (veh) 0 0
Zone Summary
Zone wide Queuing Penalty: 0

8.1-25
Queuing and Blocking Report
Horizon Year (2040) With Project (Alt. 1) - PM Peak Hour WITH IMPROVEMENTS 08/11/2020 Sycamore Hills Distribution Center TIA (JN 12014) SimTraffic Report Urban Crossroads, Inc. Page 1
Intersection: 3: Private Driveway & Alessandro Bl.

Movement EB EB EB EB WB WB WB NB
Directions Served L T T TR T T TR R
Maximum Queue (ft) 31 624 580 524 76 90 70 53
Average Queue (ft) 4 43 57 37 8989
95th Queue (ft) 21 285 316 237 39 43 40 36
Link Distance (ft) 598 598 598 542 542 542 279
Upstream Blk Time (%) 0 0
Queuing Penalty (veh) 0 0
Storage Bay Dist (ft) 150
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 4: Vista Grande Dr. & Alessandro Bl.

Movement EB EB EB EB WB WB WB WB NB SB SB
Directions Served L T T TR L T T TR LTR L TR
Maximum Queue (ft) 31 366 378 384 71 95 94 76 31 71 31
Average Queue (ft) 3 157 173 181 29 30 28 31 10 25 3
95th Queue (ft) 16 311 330 332 60 76 67 74 34 57 18
Link Distance (ft) 542 542 542 3997 3997 3997 839 778
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 155 155 150
Storage Blk Time (%) 7
Queuing Penalty (veh) 0
Zone Summary
Zone wide Queuing Penalty: 0

8.1-26
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report REV4
APPENDIX 8.2:

SUPPLEMENTAL ANALYSIS (ALTERNATIVE 2) WORKSHEETS
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report REV4
This Page Intentionally Left Blank

Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
E+P (Alt. 2) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBT NBR Ø4
Lane Configurations
Traffic Volume (vph) 5 1226 2506 6
Future Volume (vph) 5 1226 2506 6
Turn Type Prot NA NA Prot
Protected Phases 52634
Permitted Phases
Detector Phase 5263
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.6 26.6 26.6 14.1 14.6
Total Split (s) 10.0 105.4 95.4 14.6 14.6
Total Split (%) 7.4% 78.3% 70.9% 10.8% 11%
Yellow Time (s) 3.6 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 0.5 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.1
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None
Intersection Summary
Cycle Length: 134.6
Actuated Cycle Length: 63.5
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

8.2-1
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
E+P (Alt. 2) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 5 1226 7 0 2506 0006000
Future Volume (veh/h) 5 1226 7 0 2506 0006000
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 1900 1900 1900 0 1900 1900 0 0 1900 1900 1900 1900 Adj Flow Rate, veh/h 5 1333 8 0 2724 0004000
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, % 000000000000
Cap, veh/h 12 4974 30 0 4478 0000030
Arrive On Green 0.01 0.93 0.93 0.00 0.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5320 32 0 5529 0 0 0 -87400 0
Grp Volume(v), veh/h 5 866 475 0 2724 0 0.0 0 0 0
Grp Sat Flow(s),veh/h/ln 1810 1729 1894 0 1729 0 0 1900 0 Q Serve(g_s), s 0.2 1.5 1.5 0.0 10.7 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.2 1.5 1.5 0.0 10.7 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.02 0.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 12 3233 1771 0 4478 0 0 3 0
V/C Ratio(X) 0.42 0.27 0.27 0.00 0.61 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 138 4926 2698 0 6656 0 0 268 0
HCM Platoon Ratio 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 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 35.0 0.2 0.2 0.0 1.4 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 8.4 0.0 0.1 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.4 0.2 0.3 0.0 1.5 0.0 0.0 0.0 0.0 LnGrp LOS D AAAAA AAA
Approach Vol, veh/h 1346 2724 0
Approach Delay, s/veh 0.4 1.5 0.0
Approach LOS A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 70.8 0.0 5.1 65.7
Change Period (Y+Rc), s 4.6 4.6 4.6 4.6
Max Green Setting (Gmax), s 100.8 10.0 5.4 90.8
Max Q Clear Time (g_c+I1), s 3.5 0.0 2.2 12.7
Green Ext Time (p_c), s 10.4 0.0 0.0 48.4
Intersection Summary
HCM 6th Ctrl Delay 1.2
HCM 6th LOS A

8.2-2
Timings Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
E+P (Alt. 2) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 3
Lane Group EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 1218 12 2505 3 0 11 0
Future Volume (vph) 1218 12 2505 3 0 11 0
Turn Type NA Prot NA Perm NA Perm NA
Protected Phases 4 3 8 2 6
Permitted Phases 2 6
Detector Phase 4382266
Switch Phase
Minimum Initial (s) 10.0 5.0 10.0 10.0 10.0 10.0 10.0
Minimum Split (s) 16.5 9.2 16.5 14.6 14.6 14.6 14.6
Total Split (s) 95.2 9.4 95.0 15.4 15.4 15.4 15.4
Total Split (%) 79.3% 7.8% 79.2% 12.8% 12.8% 12.8% 12.8% Yellow Time (s) 5.5 3.2 5.5 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 6.5 4.2 6.5 4.6 4.6 4.6
Lead/Lag Lag Lead
Lead-Lag Optimize? Yes Yes
Recall Mode C-Max None C-Max None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 103.9 (87%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 60
Control Type: Actuated-Coordinated
Splits and Phases: 4: Vista Grande Dr. & Alessandro Bl.

8.2-3
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
E+P (Alt. 2) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1218 7 12 2505 39 3 0 14 11 0 1 Future Volume (veh/h) 0 1218 7 12 2505 39 3 0 14 11 0 1 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 0 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 0 1324 8 13 2723 42 3 0 15 12 0 1
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, % 000000000000
Cap, veh/h 0 5431 33 27 4493 69 42 7 72 140 0 86
Arrive On Green 0.00 0.80 0.80 0.01 0.85 0.85 0.05 0.00 0.05 0.05 0.00 0.05 Sat Flow, veh/h 0 7020 41 1810 5263 81 130 139 1347 1421 0 1610 Grp Volume(v), veh/h 0 961 371 13 1785 980 18 0 0 12 0 1 Grp Sat Flow(s),veh/h/ln 0 1634 1893 1810 1729 1885 1616 0 0 1421 0 1610 Q Serve(g_s), s 0.0 5.7 5.7 0.9 18.7 19.0 0.0 0.0 0.0 0.0 0.0 0.1 Cycle Q Clear(g_c), s 0.0 5.7 5.7 0.9 18.7 19.0 1.3 0.0 0.0 0.8 0.0 0.1 Prop In Lane 0.00 0.02 1.00 0.04 0.17 0.83 1.00 1.00
Lane Grp Cap(c), veh/h 0 3942 1522 27 2953 1610 122 0 0 140 0 86 V/C Ratio(X) 0.00 0.24 0.24 0.49 0.60 0.61 0.15 0.00 0.00 0.09 0.00 0.01 Avail Cap(c_a), veh/h 0 3942 1522 78 2953 1610 179 0 0 192 0 145 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) 0.00 0.97 0.97 0.48 0.48 0.48 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 2.9 2.9 58.7 2.7 2.7 54.3 0.0 0.0 54.1 0.0 53.8 Incr Delay (d2), s/veh 0.0 0.1 0.4 2.5 0.4 0.8 0.6 0.0 0.0 0.3 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/ln 0.0 1.1 1.3 0.4 1.8 2.1 0.5 0.0 0.0 0.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 3.0 3.2 61.2 3.1 3.5 54.9 0.0 0.0 54.3 0.0 53.8 LnGrp LOS AAAEAADAADAD
Approach Vol, veh/h 1332 2778 18 13
Approach Delay, s/veh 3.1 3.5 54.9 54.3
Approach LOS A A D D
Timer - Assigned Phs 2 3 4 6 8
Phs Duration (G+Y+Rc), s 11.0 6.0 103.0 11.0 109.0
Change Period (Y+Rc), s 4.6 * 4.2 6.5 4.6 6.5
Max Green Setting (Gmax), s 10.8 * 5.2 88.7 10.8 88.5
Max Q Clear Time (g_c+I1), s 3.3 2.9 7.7 2.8 21.0
Green Ext Time (p_c), s 0.0 0.0 10.3 0.0 42.1
Intersection Summary
HCM 6th Ctrl Delay 3.8
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

8.2-4
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
E+P (Alt. 2) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBT NBR Ø4
Lane Configurations
Traffic Volume (vph) 3 2314 1939 7
Future Volume (vph) 3 2314 1939 7
Turn Type Prot NA NA Prot
Protected Phases 52634
Permitted Phases
Detector Phase 5263
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.6 26.6 26.6 14.1 14.6
Total Split (s) 12.0 105.4 93.4 14.6 14.6
Total Split (%) 8.9% 78.3% 69.4% 10.8% 11%
Yellow Time (s) 3.6 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 0.5 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.1
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None
Intersection Summary
Cycle Length: 134.6
Actuated Cycle Length: 50.8
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

8.2-5
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
E+P (Alt. 2) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 2314 4 0 1939 0007000
Future Volume (veh/h) 3 2314 4 0 1939 0007000
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 1900 1900 1900 0 1900 1900 0 0 1900 1900 1900 1900 Adj Flow Rate, veh/h 3 2515 4 0 2108 0006000
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, % 000000000000
Cap, veh/h 7 4865 8 0 4230 0000040
Arrive On Green 0.00 0.91 0.91 0.00 0.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5348 9 0 5529 0 0 0 -87400 0
Grp Volume(v), veh/h 3 1626 893 0 2108 0 0.0 0 0 0
Grp Sat Flow(s),veh/h/ln 1810 1729 1898 0 1729 0 0 1900 0 Q Serve(g_s), s 0.1 4.1 4.1 0.0 6.4 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.1 4.1 4.1 0.0 6.4 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.00 0.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 7 3146 1727 0 4230 0 0 4 0
V/C Ratio(X) 0.41 0.52 0.52 0.00 0.50 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 263 6837 3753 0 9034 0 0 373 0
HCM Platoon Ratio 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 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 25.3 0.4 0.4 0.0 1.5 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 12.8 0.1 0.2 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.1 0.5 0.6 0.0 1.6 0.0 0.0 0.0 0.0 LnGrp LOS D AAAAA AAA
Approach Vol, veh/h 2522 2108 0
Approach Delay, s/veh 0.6 1.6 0.0
Approach LOS A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 51.0 0.0 4.8 46.2
Change Period (Y+Rc), s 4.6 4.6 4.6 4.6
Max Green Setting (Gmax), s 100.8 10.0 7.4 88.8
Max Q Clear Time (g_c+I1), s 6.1 0.0 2.1 8.4
Green Ext Time (p_c), s 40.3 0.0 0.0 28.2
Intersection Summary
HCM 6th Ctrl Delay 1.0
HCM 6th LOS A

8.2-6
Timings Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
E+P (Alt. 2) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 3
Lane Group EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 2304 23 1930 2 0 37 0
Future Volume (vph) 2304 23 1930 2 0 37 0
Turn Type NA Prot NA Perm NA Perm NA
Protected Phases 4 3 8 2 6
Permitted Phases 2 6
Detector Phase 4382266
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 11.5 9.6 11.5 14.2 14.2 14.2 14.2
Total Split (s) 77.0 9.9 77.1 33.1 33.1 33.1 33.1
Total Split (%) 64.2% 8.3% 64.3% 27.6% 27.6% 27.6% 27.6% Yellow Time (s) 5.5 3.6 5.5 3.2 3.2 3.2 3.2
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 6.5 4.6 6.5 4.2 4.2 4.2
Lead/Lag Lag Lead
Lead-Lag Optimize? Yes Yes
Recall Mode C-Max None C-Max Min Min None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 103.6 (86%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 60
Control Type: Actuated-Coordinated
Splits and Phases: 4: Vista Grande Dr. & Alessandro Bl.

8.2-7
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
E+P (Alt. 2) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 2304 12 23 1930 18 2 0 9 37 0 5 Future Volume (veh/h) 0 2304 12 23 1930 18 2 0 9 37 0 5 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 0 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 0 2504 13 25 2098 20 2 0 10 40 0 5 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, % 000000000000
Cap, veh/h 0 5176 27 43 4384 42 44 14 113 181 0 134
Arrive On Green 0.00 0.77 0.77 0.02 0.83 0.83 0.08 0.00 0.08 0.08 0.00 0.08 Sat Flow, veh/h 0 7027 35 1810 5298 50 106 165 1352 1427 0 1610 Grp Volume(v), veh/h 0 1815 702 25 1369 749 12 0 0 40 0 5 Grp Sat Flow(s),veh/h/ln 0 1634 1894 1810 1729 1891 1622 0 0 1427 0 1610 Q Serve(g_s), s 0.0 16.5 16.6 1.6 13.6 13.6 0.0 0.0 0.0 2.1 0.0 0.3 Cycle Q Clear(g_c), s 0.0 16.5 16.6 1.6 13.6 13.6 0.8 0.0 0.0 3.0 0.0 0.3 Prop In Lane 0.00 0.02 1.00 0.03 0.17 0.83 1.00 1.00
Lane Grp Cap(c), veh/h 0 3753 1450 43 2861 1565 170 0 0 181 0 134 V/C Ratio(X) 0.00 0.48 0.48 0.59 0.48 0.48 0.07 0.00 0.00 0.22 0.00 0.04 Avail Cap(c_a), veh/h 0 3753 1450 80 2861 1565 419 0 0 406 0 388 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) 0.00 0.85 0.85 0.73 0.73 0.73 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 5.2 5.2 58.0 3.0 3.0 50.8 0.0 0.0 51.7 0.0 50.6 Incr Delay (d2), s/veh 0.0 0.4 1.0 3.4 0.4 0.8 0.2 0.0 0.0 0.6 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/ln 0.0 3.8 4.7 0.8 2.1 2.5 0.3 0.0 0.0 1.2 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 5.6 6.2 61.5 3.4 3.7 51.0 0.0 0.0 52.3 0.0 50.7 LnGrp LOS AAAEAADAADAD
Approach Vol, veh/h 2517 2143 12 45
Approach Delay, s/veh 5.8 4.2 51.0 52.1
Approach LOS A A D D
Timer - Assigned Phs 2 3 4 6 8
Phs Duration (G+Y+Rc), s 14.2 7.4 98.4 14.2 105.8
Change Period (Y+Rc), s * 4.2 4.6 6.5 * 4.2 6.5
Max Green Setting (Gmax), s * 29 5.3 70.5 * 29 70.6
Max Q Clear Time (g_c+I1), s 2.8 3.6 18.6 5.0 15.6
Green Ext Time (p_c), s 0.0 0.0 29.2 0.1 23.1
Intersection Summary
HCM 6th Ctrl Delay 5.6
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

8.2-8
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
Opening Year Cumulative (2023) With Project (Alt. 2) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBT NBR Ø4
Lane Configurations
Traffic Volume (vph) 5 1603 2852 6
Future Volume (vph) 5 1603 2852 6
Turn Type Prot NA NA Prot
Protected Phases 52634
Permitted Phases
Detector Phase 5263
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.6 26.6 26.6 14.1 14.6
Total Split (s) 10.0 105.4 95.4 14.6 14.6
Total Split (%) 7.4% 78.3% 70.9% 10.8% 11%
Yellow Time (s) 3.6 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 0.5 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.1
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None Min
Intersection Summary
Cycle Length: 134.6
Actuated Cycle Length: 106.8
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

8.2-9
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
Opening Year Cumulative (2023) With Project (Alt. 2) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 5 1603 7 0 2852 0006000
Future Volume (veh/h) 5 1603 7 0 2852 0006000
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 1900 1900 1900 0 1900 1900 0 0 1900 1900 1900 1900 Adj Flow Rate, veh/h 5 1742 8 0 3100 0004000
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, % 000000000000
Cap, veh/h 12 5038 23 0 4586 0000020
Arrive On Green 0.01 0.95 0.95 0.00 0.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5329 24 0 5529 0 0 0 -87400 0
Grp Volume(v), veh/h 5 1130 620 0 3100 0 0.0 0 0 0
Grp Sat Flow(s),veh/h/ln 1810 1729 1896 0 1729 0 0 1900 0 Q Serve(g_s), s 0.2 2.2 2.2 0.0 14.5 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.2 2.2 2.2 0.0 14.5 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.01 0.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 12 3269 1792 0 4586 0 0 2 0
V/C Ratio(X) 0.42 0.35 0.35 0.00 0.68 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 116 4138 2269 0 5592 0 0 226 0
HCM Platoon Ratio 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 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 41.7 0.2 0.2 0.0 1.4 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 8.6 0.1 0.1 0.0 0.2 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 50.3 0.2 0.3 0.0 1.6 0.0 0.0 0.0 0.0 LnGrp LOS D AAAAA AAA
Approach Vol, veh/h 1755 3100 0
Approach Delay, s/veh 0.4 1.6 0.0
Approach LOS A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 84.2 0.0 5.2 79.1
Change Period (Y+Rc), s 4.6 4.6 4.6 4.6
Max Green Setting (Gmax), s 100.8 10.0 5.4 90.8
Max Q Clear Time (g_c+I1), s 4.2 0.0 2.2 16.5
Green Ext Time (p_c), s 17.1 0.0 0.0 58.0
Intersection Summary
HCM 6th Ctrl Delay 1.2
HCM 6th LOS A

8.2-10
Timings Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
Opening Year Cumulative (2023) With Project (Alt. 2) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 3
Lane Group EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 1595 13 2851 3 0 11 0
Future Volume (vph) 1595 13 2851 3 0 11 0
Turn Type NA Prot NA Perm NA Perm NA
Protected Phases 4 3 8 2 6
Permitted Phases 2 6
Detector Phase 4382266
Switch Phase
Minimum Initial (s) 10.0 5.0 10.0 10.0 10.0 10.0 10.0
Minimum Split (s) 16.5 9.2 16.5 14.6 14.6 14.6 14.6
Total Split (s) 95.2 9.4 95.0 15.4 15.4 15.4 15.4
Total Split (%) 79.3% 7.8% 79.2% 12.8% 12.8% 12.8% 12.8% Yellow Time (s) 5.5 3.2 5.5 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 6.5 4.2 6.5 4.6 4.6 4.6
Lead/Lag Lag Lead
Lead-Lag Optimize? Yes Yes
Recall Mode C-Max None C-Max None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 103.9 (87%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 60
Control Type: Actuated-Coordinated
Splits and Phases: 4: Vista Grande Dr. & Alessandro Bl.

8.2-11
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
Opening Year Cumulative (2023) With Project (Alt. 2) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1595 8 13 2851 39 3 0 15 11 0 1 Future Volume (veh/h) 0 1595 8 13 2851 39 3 0 15 11 0 1 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 0 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 0 1734 9 14 3099 42 3 0 16 12 0 1
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, % 000000000000
Cap, veh/h 0 5424 28 28 4498 61 41 7 74 142 0 88
Arrive On Green 0.00 0.80 0.80 0.02 0.85 0.85 0.05 0.00 0.05 0.05 0.00 0.05 Sat Flow, veh/h 0 7027 35 1810 5274 71 122 133 1361 1419 0 1610 Grp Volume(v), veh/h 0 1257 486 14 2027 1114 19 0 0 12 0 1 Grp Sat Flow(s),veh/h/ln 0 1634 1894 1810 1729 1887 1616 0 0 1419 0 1610 Q Serve(g_s), s 0.0 8.2 8.2 0.9 25.0 25.4 0.0 0.0 0.0 0.0 0.0 0.1 Cycle Q Clear(g_c), s 0.0 8.2 8.2 0.9 25.0 25.4 1.3 0.0 0.0 0.8 0.0 0.1 Prop In Lane 0.00 0.02 1.00 0.04 0.16 0.84 1.00 1.00
Lane Grp Cap(c), veh/h 0 3933 1519 28 2949 1609 123 0 0 142 0 88 V/C Ratio(X) 0.00 0.32 0.32 0.50 0.69 0.69 0.15 0.00 0.00 0.08 0.00 0.01 Avail Cap(c_a), veh/h 0 3933 1519 78 2949 1609 179 0 0 192 0 145 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) 0.00 0.91 0.91 0.28 0.28 0.28 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 3.2 3.2 58.6 3.1 3.2 54.2 0.0 0.0 54.0 0.0 53.7 Incr Delay (d2), s/veh 0.0 0.2 0.5 1.4 0.4 0.7 0.6 0.0 0.0 0.3 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/ln 0.0 1.5 1.9 0.4 2.3 2.8 0.6 0.0 0.0 0.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 3.3 3.7 60.0 3.5 3.9 54.8 0.0 0.0 54.2 0.0 53.7 LnGrp LOS AAAEAADAADAD
Approach Vol, veh/h 1743 3155 19 13
Approach Delay, s/veh 3.4 3.9 54.8 54.2
Approach LOS A A D D
Timer - Assigned Phs 2 3 4 6 8
Phs Duration (G+Y+Rc), s 11.2 6.1 102.8 11.2 108.8
Change Period (Y+Rc), s 4.6 * 4.2 6.5 4.6 6.5
Max Green Setting (Gmax), s 10.8 * 5.2 88.7 10.8 88.5
Max Q Clear Time (g_c+I1), s 3.3 2.9 10.2 2.8 27.4
Green Ext Time (p_c), s 0.0 0.0 16.4 0.0 47.8
Intersection Summary
HCM 6th Ctrl Delay 4.1
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

8.2-12
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
Opening Year Cumulative (2023) With Project (Alt. 2) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBT NBR Ø4
Lane Configurations
Traffic Volume (vph) 3 2688 2416 7
Future Volume (vph) 3 2688 2416 7
Turn Type Prot NA NA Prot
Protected Phases 52634
Permitted Phases
Detector Phase 5263
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.6 26.6 26.6 14.1 14.6
Total Split (s) 12.0 105.4 93.4 14.6 14.6
Total Split (%) 8.9% 78.3% 69.4% 10.8% 11%
Yellow Time (s) 3.6 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 0.5 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.1
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None Min
Intersection Summary
Cycle Length: 134.6
Actuated Cycle Length: 99.5
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

8.2-13
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
Opening Year Cumulative (2023) With Project (Alt. 2) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 2688 4 0 2416 0007000
Future Volume (veh/h) 3 2688 4 0 2416 0007000
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 1900 1900 1900 0 1900 1900 0 0 1900 1900 1900 1900 Adj Flow Rate, veh/h 3 2922 4 0 2626 0006000
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, % 000000000000
Cap, veh/h 7 4991 7 0 4472 0000030
Arrive On Green 0.00 0.93 0.93 0.00 0.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5349 7 0 5529 0 0 0 -87400 0
Grp Volume(v), veh/h 3 1888 1038 0 2626 0 0.0 0 0 0
Grp Sat Flow(s),veh/h/ln 1810 1729 1899 0 1729 0 0 1900 0 Q Serve(g_s), s 0.1 5.5 5.5 0.0 9.7 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.1 5.5 5.5 0.0 9.7 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.00 0.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 7 3227 1772 0 4472 0 0 3 0
V/C Ratio(X) 0.41 0.59 0.59 0.00 0.59 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 195 5073 2785 0 6703 0 0 277 0
HCM Platoon Ratio 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 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 34.1 0.3 0.3 0.0 1.3 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 13.0 0.2 0.3 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.1 0.2 0.0 0.1 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 47.2 0.5 0.6 0.0 1.4 0.0 0.0 0.0 0.0 LnGrp LOS D AAAAA AAA
Approach Vol, veh/h 2929 2626 0
Approach Delay, s/veh 0.6 1.4 0.0
Approach LOS A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 68.7 0.0 4.9 63.8
Change Period (Y+Rc), s 4.6 4.6 4.6 4.6
Max Green Setting (Gmax), s 100.8 10.0 7.4 88.8
Max Q Clear Time (g_c+I1), s 7.5 0.0 2.1 11.7
Green Ext Time (p_c), s 56.6 0.0 0.0 44.7
Intersection Summary
HCM 6th Ctrl Delay 1.0
HCM 6th LOS A

8.2-14
Timings Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
Opening Year Cumulative (2023) With Project (Alt. 2) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 3
Lane Group EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 2677 25 2406 2 0 37 0
Future Volume (vph) 2677 25 2406 2 0 37 0
Turn Type NA Prot NA Perm NA Perm NA
Protected Phases 4 3 8 2 6
Permitted Phases 2 6
Detector Phase 4382266
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 11.5 9.6 11.5 14.2 14.2 14.2 14.2
Total Split (s) 77.0 9.9 77.1 33.1 33.1 33.1 33.1
Total Split (%) 64.2% 8.3% 64.3% 27.6% 27.6% 27.6% 27.6% Yellow Time (s) 5.5 3.6 5.5 3.2 3.2 3.2 3.2
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 6.5 4.6 6.5 4.2 4.2 4.2
Lead/Lag Lag Lead
Lead-Lag Optimize? Yes Yes
Recall Mode C-Max None C-Max Min Min None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 103.6 (86%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 60
Control Type: Actuated-Coordinated
Splits and Phases: 4: Vista Grande Dr. & Alessandro Bl.

8.2-15
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
Opening Year Cumulative (2023) With Project (Alt. 2) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 2677 13 25 2406 18 2 0 10 37 0 5 Future Volume (veh/h) 0 2677 13 25 2406 18 2 0 10 37 0 5 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 0 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 0 2910 14 27 2615 20 2 0 11 40 0 5 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, % 000000000000
Cap, veh/h 0 5170 25 45 4394 34 42 13 114 182 0 134
Arrive On Green 0.00 0.76 0.76 0.02 0.83 0.83 0.08 0.00 0.08 0.08 0.00 0.08 Sat Flow, veh/h 0 7030 33 1810 5310 41 92 158 1373 1426 0 1610 Grp Volume(v), veh/h 0 2109 815 27 1701 934 13 0 0 40 0 5 Grp Sat Flow(s),veh/h/ln 0 1634 1894 1810 1729 1893 1623 0 0 1426 0 1610 Q Serve(g_s), s 0.0 21.3 21.4 1.8 20.0 20.1 0.0 0.0 0.0 2.1 0.0 0.3 Cycle Q Clear(g_c), s 0.0 21.3 21.4 1.8 20.0 20.1 0.9 0.0 0.0 2.9 0.0 0.3 Prop In Lane 0.00 0.02 1.00 0.02 0.15 0.85 1.00 1.00
Lane Grp Cap(c), veh/h 0 3747 1448 45 2861 1566 170 0 0 182 0 134 V/C Ratio(X) 0.00 0.56 0.56 0.60 0.59 0.60 0.08 0.00 0.00 0.22 0.00 0.04 Avail Cap(c_a), veh/h 0 3747 1448 80 2861 1566 419 0 0 406 0 388 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) 0.00 0.62 0.62 0.56 0.56 0.56 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 5.8 5.8 57.9 3.5 3.5 50.8 0.0 0.0 51.7 0.0 50.6 Incr Delay (d2), s/veh 0.0 0.4 1.0 2.7 0.5 0.9 0.2 0.0 0.0 0.6 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/ln 0.0 4.9 5.9 0.8 3.1 3.6 0.4 0.0 0.0 1.2 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 6.2 6.8 60.6 4.0 4.5 51.0 0.0 0.0 52.3 0.0 50.7 LnGrp LOS AAAEAADAADAD
Approach Vol, veh/h 2924 2662 13 45
Approach Delay, s/veh 6.4 4.8 51.0 52.1
Approach LOS A A D D
Timer - Assigned Phs 2 3 4 6 8
Phs Duration (G+Y+Rc), s 14.2 7.6 98.2 14.2 105.8
Change Period (Y+Rc), s * 4.2 4.6 6.5 * 4.2 6.5
Max Green Setting (Gmax), s * 29 5.3 70.5 * 29 70.6
Max Q Clear Time (g_c+I1), s 2.9 3.8 23.4 4.9 22.1
Green Ext Time (p_c), s 0.0 0.0 34.0 0.1 31.7
Intersection Summary
HCM 6th Ctrl Delay 6.1
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

8.2-16
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
Horizon Year (2040) With Project (Alt. 2) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBT NBR Ø4
Lane Configurations
Traffic Volume (vph) 6 1882 3448 8
Future Volume (vph) 6 1882 3448 8
Turn Type Prot NA NA Prot
Protected Phases 52634
Permitted Phases
Detector Phase 5263
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.6 26.6 26.6 14.1 14.6
Total Split (s) 10.0 105.4 95.4 14.6 14.6
Total Split (%) 7.4% 78.3% 70.9% 10.8% 11%
Yellow Time (s) 3.6 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 0.5 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.1
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None Min
Intersection Summary
Cycle Length: 134.6
Actuated Cycle Length: 114.8
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

8.2-17
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
Horizon Year (2040) With Project (Alt. 2) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 6 1882 8 0 3448 0008000
Future Volume (veh/h) 6 1882 8 0 3448 0008000
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 1900 1900 1900 0 1900 1900 0 0 1900 1900 1900 1900 Adj Flow Rate, veh/h 7 2046 9 0 3748 0006000
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, % 000000000000
Cap, veh/h 16 5079 22 0 4652 0000020
Arrive On Green 0.01 0.95 0.95 0.00 0.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5330 23 0 5529 0 0 0 -87400 0
Grp Volume(v), veh/h 7 1327 728 0 3748 0 0.0 0 0 0
Grp Sat Flow(s),veh/h/ln 1810 1729 1896 0 1729 0 0 1900 0 Q Serve(g_s), s 0.4 2.9 2.9 0.0 26.2 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.4 2.9 2.9 0.0 26.2 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.01 0.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 16 3295 1806 0 4652 0 0 2 0
V/C Ratio(X) 0.44 0.40 0.40 0.00 0.81 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 100 3570 1957 0 4823 0 0 195 0
HCM Platoon Ratio 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 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 48.1 0.2 0.2 0.0 1.9 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 6.8 0.1 0.1 0.0 1.0 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 0.1 0.0 0.4 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 55.0 0.3 0.3 0.0 2.9 0.0 0.0 0.0 0.0 LnGrp LOS D AAAAA AAA
Approach Vol, veh/h 2062 3748 0
Approach Delay, s/veh 0.5 2.9 0.0
Approach LOS A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 97.6 0.0 5.5 92.2
Change Period (Y+Rc), s 4.6 4.6 4.6 4.6
Max Green Setting (Gmax), s 100.8 10.0 5.4 90.8
Max Q Clear Time (g_c+I1), s 4.9 0.0 2.4 28.2
Green Ext Time (p_c), s 24.5 0.0 0.0 59.4
Intersection Summary
HCM 6th Ctrl Delay 2.0
HCM 6th LOS A

8.2-18
Timings Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
Horizon Year (2040) With Project (Alt. 2) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 3
Lane Group EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 1882 14 3449 4 0 11 0
Future Volume (vph) 1882 14 3449 4 0 11 0
Turn Type NA Prot NA Perm NA Perm NA
Protected Phases 4 3 8 2 6
Permitted Phases 2 6
Detector Phase 4382266
Switch Phase
Minimum Initial (s) 10.0 5.0 10.0 10.0 10.0 10.0 10.0
Minimum Split (s) 16.5 9.2 16.5 14.6 14.6 14.6 14.6
Total Split (s) 95.2 9.4 95.0 15.4 15.4 15.4 15.4
Total Split (%) 79.3% 7.8% 79.2% 12.8% 12.8% 12.8% 12.8% Yellow Time (s) 5.5 3.2 5.5 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 6.5 4.2 6.5 4.6 4.6 4.6
Lead/Lag Lag Lead
Lead-Lag Optimize? Yes Yes
Recall Mode C-Max None C-Max None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 103.9 (87%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 4: Vista Grande Dr. & Alessandro Bl.

8.2-19
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
Horizon Year (2040) With Project (Alt. 2) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1882 8 14 3449 39 4 0 17 11 0 1 Future Volume (veh/h) 0 1882 8 14 3449 39 4 0 17 11 0 1 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 0 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 0 2046 9 15 3749 42 4 0 18 12 0 1
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, % 000000000000
Cap, veh/h 0 5405 24 30 4496 50 44 9 76 146 0 92
Arrive On Green 0.00 0.80 0.80 0.02 0.85 0.85 0.06 0.00 0.06 0.06 0.00 0.06 Sat Flow, veh/h 0 7033 30 1810 5288 59 145 149 1322 1417 0 1610 Grp Volume(v), veh/h 0 1482 573 15 2447 1344 22 0 0 12 0 1 Grp Sat Flow(s),veh/h/ln 0 1634 1895 1810 1729 1889 1616 0 0 1417 0 1610 Q Serve(g_s), s 0.0 10.5 10.5 1.0 43.5 44.4 0.0 0.0 0.0 0.0 0.0 0.1 Cycle Q Clear(g_c), s 0.0 10.5 10.5 1.0 43.5 44.4 1.5 0.0 0.0 0.8 0.0 0.1 Prop In Lane 0.00 0.02 1.00 0.03 0.18 0.82 1.00 1.00
Lane Grp Cap(c), veh/h 0 3915 1513 30 2940 1606 128 0 0 146 0 92 V/C Ratio(X) 0.00 0.38 0.38 0.51 0.83 0.84 0.17 0.00 0.00 0.08 0.00 0.01 Avail Cap(c_a), veh/h 0 3915 1513 78 2940 1606 180 0 0 192 0 145 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) 0.00 0.87 0.87 0.09 0.09 0.09 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 3.5 3.5 58.5 4.6 4.7 54.0 0.0 0.0 53.7 0.0 53.3 Incr Delay (d2), s/veh 0.0 0.2 0.6 0.4 0.3 0.5 0.6 0.0 0.0 0.2 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/ln 0.0 2.0 2.5 0.4 4.3 4.8 0.7 0.0 0.0 0.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 3.7 4.1 59.0 4.9 5.2 54.7 0.0 0.0 53.9 0.0 53.4 LnGrp LOS AAAEAADAADAD
Approach Vol, veh/h 2055 3806 22 13
Approach Delay, s/veh 3.8 5.2 54.7 53.9
Approach LOS A A D D
Timer - Assigned Phs 2 3 4 6 8
Phs Duration (G+Y+Rc), s 11.5 6.2 102.3 11.5 108.5
Change Period (Y+Rc), s 4.6 * 4.2 6.5 4.6 6.5
Max Green Setting (Gmax), s 10.8 * 5.2 88.7 10.8 88.5
Max Q Clear Time (g_c+I1), s 3.5 3.0 12.5 2.8 46.4
Green Ext Time (p_c), s 0.0 0.0 22.6 0.0 40.0
Intersection Summary
HCM 6th Ctrl Delay 5.0
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

8.2-20
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
Horizon Year (2040) With Project (Alt. 2) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBT NBR Ø4
Lane Configurations
Traffic Volume (vph) 4 3365 2879 8
Future Volume (vph) 4 3365 2879 8
Turn Type Prot NA NA Prot
Protected Phases 52634
Permitted Phases
Detector Phase 5263
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.6 26.6 26.6 14.1 14.6
Total Split (s) 12.0 105.4 93.4 14.6 14.6
Total Split (%) 8.9% 78.3% 69.4% 10.8% 11%
Yellow Time (s) 3.6 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 0.5 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.1
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None Min
Intersection Summary
Cycle Length: 134.6
Actuated Cycle Length: 122.6
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

8.2-21
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
Horizon Year (2040) With Project (Alt. 2) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 3365 5 0 2879 0008000
Future Volume (veh/h) 4 3365 5 0 2879 0008000
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 1900 1900 1900 0 1900 1900 0 0 1900 1900 1900 1900 Adj Flow Rate, veh/h 4 3658 5 0 3129 0007000
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, % 000000000000
Cap, veh/h 10 5410 7 0 5107 0000020
Arrive On Green 0.01 0.95 0.95 0.00 0.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5691 8 0 5700 0 0 0 -87400 0
Grp Volume(v), veh/h 4 2442 1221 0 3129 0 0.0 0 0 0
Grp Sat Flow(s),veh/h/ln 1810 1900 1899 0 1900 0 0 1900 0 Q Serve(g_s), s 0.2 8.3 8.3 0.0 11.8 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.2 8.3 8.3 0.0 11.8 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.00 0.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 10 3612 1805 0 5107 0 0 2 0
V/C Ratio(X) 0.42 0.68 0.68 0.00 0.61 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 144 4109 2053 0 5430 0 0 204 0
HCM Platoon Ratio 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 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 46.2 0.3 0.3 0.0 1.1 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 10.5 0.4 0.8 0.0 0.2 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.2 0.4 0.0 0.1 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 56.7 0.7 1.1 0.0 1.3 0.0 0.0 0.0 0.0 LnGrp LOS EAAAAA AAA
Approach Vol, veh/h 3667 3129 0
Approach Delay, s/veh 0.9 1.3 0.0
Approach LOS A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 93.2 0.0 5.1 88.1
Change Period (Y+Rc), s 4.6 4.6 4.6 4.6
Max Green Setting (Gmax), s 100.8 10.0 7.4 88.8
Max Q Clear Time (g_c+I1), s 10.3 0.0 2.2 13.8
Green Ext Time (p_c), s 78.3 0.0 0.0 59.2
Intersection Summary
HCM 6th Ctrl Delay 1.1
HCM 6th LOS A

8.2-22
Timings Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
Horizon Year (2040) With Project (Alt. 2) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 3
Lane Group EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 3365 27 2878 2 0 37 0
Future Volume (vph) 3365 27 2878 2 0 37 0
Turn Type NA Prot NA Perm NA Perm NA
Protected Phases 4 3 8 2 6
Permitted Phases 2 6
Detector Phase 4382266
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 10.0 10.0
Minimum Split (s) 11.5 9.6 11.5 14.2 14.2 14.2 14.2
Total Split (s) 77.0 9.9 77.1 33.1 33.1 33.1 33.1
Total Split (%) 64.2% 8.3% 64.3% 27.6% 27.6% 27.6% 27.6% Yellow Time (s) 5.5 3.6 5.5 3.2 3.2 3.2 3.2
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 6.5 4.6 6.5 4.2 4.2 4.2
Lead/Lag Lag Lead
Lead-Lag Optimize? Yes Yes
Recall Mode C-Max None C-Max Min Min None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 103.6 (86%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 75
Control Type: Actuated-Coordinated
Splits and Phases: 4: Vista Grande Dr. & Alessandro Bl.

8.2-23
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
Horizon Year (2040) With Project (Alt. 2) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 3365 14 27 2878 18 2 0 11 37 0 5 Future Volume (veh/h) 0 3365 14 27 2878 18 2 0 11 37 0 5 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 0 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 0 3658 15 29 3128 20 2 0 12 40 0 5 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, % 000000000000
Cap, veh/h 0 5167 21 47 4401 28 41 13 116 182 0 134
Arrive On Green 0.00 0.76 0.76 0.03 0.83 0.83 0.08 0.00 0.08 0.08 0.00 0.08 Sat Flow, veh/h 0 7035 28 1810 5318 34 80 152 1391 1424 0 1610 Grp Volume(v), veh/h 0 2647 1026 29 2032 1116 14 0 0 40 0 5 Grp Sat Flow(s),veh/h/ln 0 1634 1895 1810 1729 1894 1623 0 0 1424 0 1610 Q Serve(g_s), s 0.0 33.3 33.5 1.9 29.5 29.7 0.0 0.0 0.0 2.0 0.0 0.3 Cycle Q Clear(g_c), s 0.0 33.3 33.5 1.9 29.5 29.7 0.9 0.0 0.0 2.9 0.0 0.3 Prop In Lane 0.00 0.01 1.00 0.02 0.14 0.86 1.00 1.00
Lane Grp Cap(c), veh/h 0 3742 1447 47 2861 1567 170 0 0 182 0 134 V/C Ratio(X) 0.00 0.71 0.71 0.62 0.71 0.71 0.08 0.00 0.00 0.22 0.00 0.04 Avail Cap(c_a), veh/h 0 3742 1447 80 2861 1567 419 0 0 406 0 388 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) 0.00 0.53 0.53 0.32 0.32 0.32 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 7.3 7.3 57.9 4.3 4.3 50.8 0.0 0.0 51.7 0.0 50.6 Incr Delay (d2), s/veh 0.0 0.6 1.6 1.6 0.5 0.9 0.2 0.0 0.0 0.6 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/ln 0.0 7.6 9.3 0.9 4.5 5.1 0.4 0.0 0.0 1.2 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 7.9 8.9 59.5 4.8 5.3 51.1 0.0 0.0 52.3 0.0 50.7 LnGrp LOS AAAEAADAADAD
Approach Vol, veh/h 3673 3177 14 45
Approach Delay, s/veh 8.2 5.5 51.1 52.1
Approach LOS A A D D
Timer - Assigned Phs 2 3 4 6 8
Phs Duration (G+Y+Rc), s 14.2 7.7 98.1 14.2 105.8
Change Period (Y+Rc), s * 4.2 4.6 6.5 * 4.2 6.5
Max Green Setting (Gmax), s * 29 5.3 70.5 * 29 70.6
Max Q Clear Time (g_c+I1), s 2.9 3.9 35.5 4.9 31.7
Green Ext Time (p_c), s 0.0 0.0 32.2 0.1 33.1
Intersection Summary
HCM 6th Ctrl Delay 7.3
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

8.2-24
Queuing and Blocking Report
Horizon Year (2040) With Project (Alt. 2) - AM Peak Hour WITH IMPROVEMENTS 08/11/2020 Sycamore Hills Distribution Center TIA (JN 12014) SimTraffic Report Urban Crossroads, Inc. Page 1
Intersection: 3: Private Driveway & Alessandro Bl.

Movement EB EB EB EB WB WB WB NB
Directions Served L T T TR T T TR R
Maximum Queue (ft) 52 182 182 204 276 329 334 65
Average Queue (ft) 12 51 54 54 110 119 131 12
95th Queue (ft) 42 144 150 148 229 236 243 41
Link Distance (ft) 592 592 592 528 528 528 332
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 150
Storage Blk Time (%) 1
Queuing Penalty (veh) 0
Intersection: 4: Vista Grande Dr. & Alessandro Bl.

Movement EB EB EB EB WB WB WB WB NB SB
Directions Served T T T TR L T T TR LTR L
Maximum Queue (ft) 75 74 52 31 49 3975 4074 115 72 51
Average Queue (ft) 20 20 11 8 10 142 666 32 20 9
95th Queue (ft) 56 59 35 28 36 1317 3057 91 52 34
Link Distance (ft) 528 528 528 528 4017 4017 4017 834
Upstream Blk Time (%) 0
Queuing Penalty (veh) 2
Storage Bay Dist (ft) 155 150
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 2

8.2-25
Queuing and Blocking Report
Horizon Year (2040) With Project (Alt. 2) - PM Peak Hour WITH IMPROVEMENTS 08/11/2020 Sycamore Hills Distribution Center TIA (JN 12014) SimTraffic Report Urban Crossroads, Inc. Page 1
Intersection: 3: Private Driveway & Alessandro Bl.

Movement EB EB EB EB WB WB WB NB
Directions Served L T T TR T T TR R
Maximum Queue (ft) 31 572 556 530 552 554 584 28
Average Queue (ft) 8 77 108 97 97 105 110 5
95th Queue (ft) 27 262 340 285 371 381 387 21
Link Distance (ft) 598 598 598 542 542 542 265
Upstream Blk Time (%) 2 3 3
Queuing Penalty (veh) 23 26 28
Storage Bay Dist (ft) 150
Storage Blk Time (%) 1
Queuing Penalty (veh) 0
Intersection: 4: Vista Grande Dr. & Alessandro Bl.

Movement EB EB EB EB WB WB WB WB NB SB SB
Directions Served T T T TR L T T TR LTR L TR
Maximum Queue (ft) 223 205 210 186 94 470 441 444 30 73 52 Average Queue (ft) 96 110 96 96 34 60 63 67 5 34 3
95th Queue (ft) 180 189 167 168 71 229 219 223 23 71 20 Link Distance (ft) 542 542 542 542 3997 3997 3997 827 778 Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 155 150
Storage Blk Time (%) 2
Queuing Penalty (veh) 1
Zone Summary
Zone wide Queuing Penalty: 78

8.2-26
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report REV4
APPENDIX 8.3:

SUPPLEMENTAL ANALYSIS (ALTERNATIVE 3) WORKSHEETS
Sycamore Hills Distribution Center Traffic Impact Analysis 12014-11 Report REV4
This Page Intentionally Left Blank
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
E+P (Alt. 3) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBL WBT NBR Ø4
Lane Configurations
Traffic Volume (vph) 5 1226 2 2509 6
Future Volume (vph) 5 1226 2 2509 6
Turn Type Prot NA Perm NA Prot
Protected Phases 5 2 6 3 4
Permitted Phases 6
Detector Phase 52663
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.6 26.6 26.6 26.6 14.1 14.6
Total Split (s) 10.0 105.4 95.4 95.4 14.6 14.6
Total Split (%) 7.4% 78.3% 70.9% 70.9% 10.8% 11%
Yellow Time (s) 3.6 3.6 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 0.5 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.6 4.1
Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min
Intersection Summary
Cycle Length: 134.6
Actuated Cycle Length: 89.7
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

8.3-1
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
E+P (Alt. 3) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 5 1226 5 2 2509 0006000
Future Volume (veh/h) 5 1226 5 2 2509 0006000
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 1900 1900 1900 1900 1900 1900 0 0 1900 1900 1900 1900 Adj Flow Rate, veh/h 5 1333 5 2 2727 0004000
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, % 000000000000
Cap, veh/h 12 4989 19 460 4480 0000030
Arrive On Green 0.01 0.94 0.94 0.86 0.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5334 20 415 5358 0 0 0 -87400 0
Grp Volume(v), veh/h 5 864 474 2 2727 0 0.0 0 0 0
Grp Sat Flow(s),veh/h/ln 1810 1729 1896 415 1729 0 0 1900 0 Q Serve(g_s), s 0.2 1.5 1.5 0.0 10.7 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.2 1.5 1.5 0.0 10.7 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.01 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 12 3234 1773 460 4480 0 0 3 0
V/C Ratio(X) 0.42 0.27 0.27 0.00 0.61 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 138 4911 2693 633 6636 0 0 268 0
HCM Platoon Ratio 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 0.00 0.00 0.00 Uniform Delay (d), s/veh 35.1 0.2 0.2 0.7 1.4 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 8.4 0.0 0.1 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.5 0.2 0.3 0.7 1.5 0.0 0.0 0.0 0.0 LnGrp LOS D AAAAA AAA
Approach Vol, veh/h 1343 2729 0
Approach Delay, s/veh 0.4 1.5 0.0
Approach LOS A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 71.0 0.0 5.1 65.9
Change Period (Y+Rc), s 4.6 4.6 4.6 4.6
Max Green Setting (Gmax), s 100.8 10.0 5.4 90.8
Max Q Clear Time (g_c+I1), s 3.5 0.0 2.2 12.7
Green Ext Time (p_c), s 10.3 0.0 0.0 48.6
Intersection Summary
HCM 6th Ctrl Delay 1.2
HCM 6th LOS A

8.3-2
Timings Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
E+P (Alt. 3) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 3
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 4 1221 12 2508 3 0 11 0
Future Volume (vph) 4 1221 12 2508 3 0 11 0
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.1 16.5 9.2 16.5 14.6 14.6 14.6 14.6 Total Split (s) 9.1 95.2 9.4 95.0 15.4 15.4 15.4 15.4
Total Split (%) 7.6% 79.3% 7.8% 79.2% 12.8% 12.8% 12.8% 12.8% Yellow Time (s) 3.6 5.5 3.2 5.5 3.6 3.6 3.6 3.6
All-Red Time (s) 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.1 6.5 4.2 6.5 4.6 4.6 4.6
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 103.9 (87%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 70
Control Type: Actuated-Coordinated
Splits and Phases: 4: Vista Grande Dr. & Alessandro Bl.

8.3-3
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
E+P (Alt. 3) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 1221 7 12 2508 35 3 0 14 11 0 1 Future Volume (veh/h) 4 1221 7 12 2508 35 3 0 14 11 0 1 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 4 1327 8 13 2726 38 3 0 15 12 0 1
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, % 000000000000
Cap, veh/h 112 4278 26 27 3888 54 42 7 72 140 0 86
Arrive On Green 0.06 0.80 0.80 0.01 0.74 0.74 0.05 0.00 0.05 0.05 0.00 0.05 Sat Flow, veh/h 1810 5320 32 1810 5272 73 130 139 1347 1421 0 1610 Grp Volume(v), veh/h 4 863 472 13 1785 979 18 0 0 12 0 1 Grp Sat Flow(s),veh/h/ln 1810 1729 1894 1810 1729 1887 1616 0 0 1421 0 1610 Q Serve(g_s), s 0.2 7.8 7.8 0.9 33.6 34.0 0.0 0.0 0.0 0.0 0.0 0.1 Cycle Q Clear(g_c), s 0.2 7.8 7.8 0.9 33.6 34.0 1.3 0.0 0.0 0.8 0.0 0.1 Prop In Lane 1.00 0.02 1.00 0.04 0.17 0.83 1.00 1.00
Lane Grp Cap(c), veh/h 112 2781 1523 27 2550 1392 122 0 0 140 0 86 V/C Ratio(X) 0.04 0.31 0.31 0.49 0.70 0.70 0.15 0.00 0.00 0.09 0.00 0.01 Avail Cap(c_a), veh/h 112 2781 1523 78 2550 1392 179 0 0 192 0 145 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) 0.95 0.95 0.95 0.48 0.48 0.48 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 52.9 3.1 3.1 58.7 8.5 8.6 54.3 0.0 0.0 54.1 0.0 53.8 Incr Delay (d2), s/veh 0.1 0.3 0.5 2.5 0.8 1.5 0.6 0.0 0.0 0.3 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/ln 0.1 1.6 1.8 0.4 9.0 10.2 0.5 0.0 0.0 0.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 53.0 3.3 3.6 61.2 9.3 10.1 54.9 0.0 0.0 54.3 0.0 53.8 LnGrp LOS D AAEABDAADAD
Approach Vol, veh/h 1339 2777 18 13
Approach Delay, s/veh 3.6 9.8 54.9 54.3
Approach LOS A A D D
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 11.0 6.0 103.0 11.0 14.0 95.0
Change Period (Y+Rc), s 4.6 * 4.2 6.5 4.6 6.5 * 6.5
Max Green Setting (Gmax), s 10.8 * 5.2 88.7 10.8 5.0 * 89 Max Q Clear Time (g_c+I1), s 3.3 2.9 9.8 2.8 2.2 36.0
Green Ext Time (p_c), s 0.0 0.0 10.3 0.0 0.0 35.9
Intersection Summary
HCM 6th Ctrl Delay 8.1
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

8.3-4
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
E+P (Alt. 3) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBL WBT NBR Ø4
Lane Configurations
Traffic Volume (vph) 3 2314 3 1944 7
Future Volume (vph) 3 2314 3 1944 7
Turn Type Prot NA Perm NA Prot
Protected Phases 5 2 6 3 4
Permitted Phases 6
Detector Phase 52663
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.6 26.6 26.6 26.6 14.1 14.6
Total Split (s) 12.0 105.4 93.4 93.4 14.6 14.6
Total Split (%) 8.9% 78.3% 69.4% 69.4% 10.8% 11%
Yellow Time (s) 3.6 3.6 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 0.5 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.6 4.1
Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min
Intersection Summary
Cycle Length: 134.6
Actuated Cycle Length: 78.7
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

8.3-5
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
E+P (Alt. 3) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 2314 1 3 1944 0007000
Future Volume (veh/h) 3 2314 1 3 1944 0007000
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 1900 1900 1900 1900 1900 1900 0 0 1900 1900 1900 1900 Adj Flow Rate, veh/h 3 2515 1 3 2113 0006000
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, % 000000000000
Cap, veh/h 7 4871 2 249 4227 0000040
Arrive On Green 0.00 0.91 0.91 0.81 0.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5355 2 131 5358 0 0 0 -87400 0
Grp Volume(v), veh/h 3 1624 892 3 2113 0 0.0 0 0 0
Grp Sat Flow(s),veh/h/ln 1810 1729 1900 131 1729 0 0 1900 0 Q Serve(g_s), s 0.1 4.1 4.1 0.2 6.5 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.1 4.1 4.1 0.2 6.5 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 7 3145 1728 249 4227 0 0 4 0
V/C Ratio(X) 0.41 0.52 0.52 0.01 0.50 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 263 6855 3766 371 9059 0 0 374 0
HCM Platoon Ratio 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 0.00 0.00 0.00 Uniform Delay (d), s/veh 25.3 0.4 0.4 0.9 1.5 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 12.8 0.1 0.2 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.0 0.5 0.6 0.9 1.6 0.0 0.0 0.0 0.0 LnGrp LOS D AAAAA AAA
Approach Vol, veh/h 2519 2116 0
Approach Delay, s/veh 0.6 1.6 0.0
Approach LOS A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 50.8 0.0 4.8 46.0
Change Period (Y+Rc), s 4.6 4.6 4.6 4.6
Max Green Setting (Gmax), s 100.8 10.0 7.4 88.8
Max Q Clear Time (g_c+I1), s 6.1 0.0 2.1 8.5
Green Ext Time (p_c), s 40.2 0.0 0.0 28.9
Intersection Summary
HCM 6th Ctrl Delay 1.0
HCM 6th LOS A

8.3-6
Timings Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
E+P (Alt. 3) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 3
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 2 2309 23 1935 2 0 37 0
Future Volume (vph) 2 2309 23 1935 2 0 37 0
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.1 11.5 9.6 11.5 14.2 14.2 14.2 14.2 Total Split (s) 9.1 77.0 9.9 77.1 33.1 33.1 33.1 33.1
Total Split (%) 7.6% 64.2% 8.3% 64.3% 27.6% 27.6% 27.6% 27.6% Yellow Time (s) 3.6 5.5 3.6 5.5 3.2 3.2 3.2 3.2
All-Red Time (s) 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.1 6.5 4.6 6.5 4.2 4.2 4.2
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max Min Min None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 103.6 (86%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 65
Control Type: Actuated-Coordinated
Splits and Phases: 4: Vista Grande Dr. & Alessandro Bl.

8.3-7
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
E+P (Alt. 3) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 2 2309 12 23 1935 16 2 0 9 37 0 5 Future Volume (veh/h) 2 2309 12 23 1935 16 2 0 9 37 0 5 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 2 2510 13 25 2103 17 2 0 10 40 0 5 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, % 000000000000
Cap, veh/h 5 4077 21 43 4196 34 44 14 113 181 0 134
Arrive On Green 0.00 0.77 0.77 0.02 0.79 0.79 0.08 0.00 0.08 0.08 0.00 0.08 Sat Flow, veh/h 1810 5325 28 1810 5307 43 106 165 1352 1427 0 1610 Grp Volume(v), veh/h 2 1629 894 25 1370 750 12 0 0 40 0 5 Grp Sat Flow(s),veh/h/ln 1810 1729 1895 1810 1729 1892 1622 0 0 1427 0 1610 Q Serve(g_s), s 0.1 25.1 25.1 1.6 16.5 16.5 0.0 0.0 0.0 2.1 0.0 0.3 Cycle Q Clear(g_c), s 0.1 25.1 25.1 1.6 16.5 16.5 0.8 0.0 0.0 3.0 0.0 0.3 Prop In Lane 1.00 0.01 1.00 0.02 0.17 0.83 1.00 1.00
Lane Grp Cap(c), veh/h 5 2647 1451 43 2734 1496 170 0 0 181 0 134 V/C Ratio(X) 0.41 0.62 0.62 0.59 0.50 0.50 0.07 0.00 0.00 0.22 0.00 0.04 Avail Cap(c_a), veh/h 75 2647 1451 80 2734 1496 419 0 0 406 0 388 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) 0.68 0.68 0.68 0.73 0.73 0.73 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 59.7 6.2 6.2 58.0 4.4 4.4 50.8 0.0 0.0 51.7 0.0 50.6 Incr Delay (d2), s/veh 33.7 0.7 1.3 3.4 0.5 0.9 0.2 0.0 0.0 0.6 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/ln 0.1 6.1 7.0 0.8 3.6 4.1 0.3 0.0 0.0 1.2 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 93.5 7.0 7.6 61.5 4.8 5.2 51.0 0.0 0.0 52.3 0.0 50.7 LnGrp LOS F AAEAADAADAD
Approach Vol, veh/h 2525 2145 12 45
Approach Delay, s/veh 7.3 5.6 51.0 52.1
Approach LOS A A D D
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 14.2 7.4 98.4 14.2 4.4 101.4
Change Period (Y+Rc), s * 4.2 4.6 6.5 * 4.2 4.1 6.5
Max Green Setting (Gmax), s * 29 5.3 70.5 * 29 5.0 70.6 Max Q Clear Time (g_c+I1), s 2.8 3.6 27.1 5.0 2.1 18.5
Green Ext Time (p_c), s 0.0 0.0 27.7 0.1 0.0 22.7
Intersection Summary
HCM 6th Ctrl Delay 7.1
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

8.3-8
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
Opening Year Cumulative (2023) With Project (Alt. 3) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBL WBT NBR Ø4
Lane Configurations
Traffic Volume (vph) 5 1226 2 2509 6
Future Volume (vph) 5 1226 2 2509 6
Turn Type Prot NA Perm NA Prot
Protected Phases 5 2 6 3 4
Permitted Phases 6
Detector Phase 52663
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.6 26.6 26.6 26.6 14.1 14.6
Total Split (s) 10.0 105.4 95.4 95.4 14.6 14.6
Total Split (%) 7.4% 78.3% 70.9% 70.9% 10.8% 11%
Yellow Time (s) 3.6 3.6 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 0.5 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.1
Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min
Intersection Summary
Cycle Length: 134.6
Actuated Cycle Length: 92.2
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

8.3-9
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
Opening Year Cumulative (2023) With Project (Alt. 3) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 5 1226 5 2 2509 0006000
Future Volume (veh/h) 5 1226 5 2 2509 0006000
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 1900 1900 1900 1900 1900 1900 0 0 1900 1900 1900 1900 Adj Flow Rate, veh/h 5 1333 5 2 2727 0004000
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, % 000000000000
Cap, veh/h 12 4972 19 54 4327 0000030
Arrive On Green 0.01 0.93 0.93 0.86 0.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5334 20 0 5200 0 0 0 -87400 0
Grp Volume(v), veh/h 5 864 474 1027 1702 0 0.0 0 0 0
Grp Sat Flow(s),veh/h/ln 1810 1729 1896 1898 1573 0 0 1900 0 Q Serve(g_s), s 0.2 1.5 1.5 0.0 11.4 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.2 1.5 1.5 11.4 11.4 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.01 0.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 12 3223 1768 1681 2699 0 0 3 0
V/C Ratio(X) 0.42 0.27 0.27 0.61 0.63 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 144 5143 2821 2591 4216 0 0 280 0 HCM Platoon Ratio 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 0.00 0.00 0.00 Uniform Delay (d), s/veh 33.5 0.2 0.2 1.5 1.5 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 8.3 0.0 0.1 0.4 0.2 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 0.0 0.2 0.1 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 41.9 0.3 0.3 1.9 1.7 0.0 0.0 0.0 0.0 LnGrp LOS D AAAAA AAA
Approach Vol, veh/h 1343 2729 0
Approach Delay, s/veh 0.4 1.8 0.0
Approach LOS A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 67.8 0.0 5.0 62.7
Change Period (Y+Rc), s 4.6 4.6 4.6 4.6
Max Green Setting (Gmax), s 100.8 10.0 5.4 90.8
Max Q Clear Time (g_c+I1), s 3.5 0.0 2.2 13.4
Green Ext Time (p_c), s 10.3 0.0 0.0 44.8
Intersection Summary
HCM 6th Ctrl Delay 1.3
HCM 6th LOS A

8.3-10
Timings Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
Opening Year Cumulative (2023) With Project (Alt. 3) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 3
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 4 1221 12 2508 3 0 11 0
Future Volume (vph) 4 1221 12 2508 3 0 11 0
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.1 16.5 9.2 16.5 14.6 14.6 14.6 14.6 Total Split (s) 9.1 95.2 9.4 95.0 15.4 15.4 15.4 15.4
Total Split (%) 7.6% 79.3% 7.8% 79.2% 12.8% 12.8% 12.8% 12.8% Yellow Time (s) 3.6 5.5 3.2 5.5 3.6 3.6 3.6 3.6
All-Red Time (s) 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.1 6.5 4.2 6.5 4.6 4.6 4.6
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 103.9 (87%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 70
Control Type: Actuated-Coordinated
Splits and Phases: 4: Vista Grande Dr. & Alessandro Bl.

8.3-11
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
Opening Year Cumulative (2023) With Project (Alt. 3) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 1221 7 12 2508 35 3 0 14 11 0 1 Future Volume (veh/h) 4 1221 7 12 2508 35 3 0 14 11 0 1 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 4 1327 8 13 2726 38 3 0 15 12 0 1
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, % 000000000000
Cap, veh/h 112 4278 26 27 3888 54 42 7 72 140 0 86
Arrive On Green 0.06 0.80 0.80 0.01 0.74 0.74 0.05 0.00 0.05 0.05 0.00 0.05 Sat Flow, veh/h 1810 5320 32 1810 5272 73 130 139 1347 1421 0 1610 Grp Volume(v), veh/h 4 863 472 13 1785 979 18 0 0 12 0 1 Grp Sat Flow(s),veh/h/ln 1810 1729 1894 1810 1729 1887 1616 0 0 1421 0 1610 Q Serve(g_s), s 0.2 7.8 7.8 0.9 33.6 34.0 0.0 0.0 0.0 0.0 0.0 0.1 Cycle Q Clear(g_c), s 0.2 7.8 7.8 0.9 33.6 34.0 1.3 0.0 0.0 0.8 0.0 0.1 Prop In Lane 1.00 0.02 1.00 0.04 0.17 0.83 1.00 1.00
Lane Grp Cap(c), veh/h 112 2781 1523 27 2550 1392 122 0 0 140 0 86 V/C Ratio(X) 0.04 0.31 0.31 0.49 0.70 0.70 0.15 0.00 0.00 0.09 0.00 0.01 Avail Cap(c_a), veh/h 112 2781 1523 78 2550 1392 179 0 0 192 0 145 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) 0.95 0.95 0.95 0.48 0.48 0.48 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 52.9 3.1 3.1 58.7 8.5 8.6 54.3 0.0 0.0 54.1 0.0 53.8 Incr Delay (d2), s/veh 0.1 0.3 0.5 2.5 0.8 1.5 0.6 0.0 0.0 0.3 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/ln 0.1 1.6 1.8 0.4 9.0 10.2 0.5 0.0 0.0 0.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 53.0 3.3 3.6 61.2 9.3 10.1 54.9 0.0 0.0 54.3 0.0 53.8 LnGrp LOS D AAEABDAADAD
Approach Vol, veh/h 1339 2777 18 13
Approach Delay, s/veh 3.6 9.8 54.9 54.3
Approach LOS A A D D
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 11.0 6.0 103.0 11.0 14.0 95.0
Change Period (Y+Rc), s 4.6 * 4.2 6.5 4.6 6.5 * 6.5
Max Green Setting (Gmax), s 10.8 * 5.2 88.7 10.8 5.0 * 89 Max Q Clear Time (g_c+I1), s 3.3 2.9 9.8 2.8 2.2 36.0
Green Ext Time (p_c), s 0.0 0.0 10.3 0.0 0.0 35.9
Intersection Summary
HCM 6th Ctrl Delay 8.1
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

8.3-12
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
Opening Year Cumulative (2023) With Project (Alt. 3) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBL WBT NBR Ø4
Lane Configurations
Traffic Volume (vph) 3 2688 3 2421 8
Future Volume (vph) 3 2688 3 2421 8
Turn Type Prot NA Perm NA Prot
Protected Phases 5 2 6 3 4
Permitted Phases 6
Detector Phase 52663
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.6 26.6 26.6 26.6 14.1 14.6
Total Split (s) 12.0 105.4 93.4 93.4 14.6 14.6
Total Split (%) 8.9% 78.3% 69.4% 69.4% 10.8% 11%
Yellow Time (s) 3.6 3.6 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 0.5 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.6 4.1
Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min
Intersection Summary
Cycle Length: 134.6
Actuated Cycle Length: 99.3
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

8.3-13
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
Opening Year Cumulative (2023) With Project (Alt. 3) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 2688 1 3 2421 0008000
Future Volume (veh/h) 3 2688 1 3 2421 0008000
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 1900 1900 1900 1900 1900 1900 0 0 1900 1900 1900 1900 Adj Flow Rate, veh/h 3 2922 1 3 2632 0007000
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, % 000000000000
Cap, veh/h 7 4997 2 179 4470 0000030
Arrive On Green 0.00 0.93 0.93 0.86 0.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5356 2 87 5358 0 0 0 -87400 0
Grp Volume(v), veh/h 3 1886 1037 3 2632 0 0.0 0 0 0
Grp Sat Flow(s),veh/h/ln 1810 1729 1900 87 1729 0 0 1900 0 Q Serve(g_s), s 0.1 5.5 5.5 0.4 9.8 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.1 5.5 5.5 1.0 9.8 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 7 3226 1772 179 4470 0 0 3 0
V/C Ratio(X) 0.41 0.58 0.58 0.02 0.59 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 195 5083 2793 217 6717 0 0 277 0
HCM Platoon Ratio 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 0.00 0.00 0.00 Uniform Delay (d), s/veh 34.1 0.3 0.3 0.8 1.3 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 13.0 0.2 0.3 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.1 0.2 0.0 0.1 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 47.1 0.5 0.6 0.8 1.5 0.0 0.0 0.0 0.0 LnGrp LOS D AAAAA AAA
Approach Vol, veh/h 2926 2635 0
Approach Delay, s/veh 0.6 1.5 0.0
Approach LOS A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 68.6 0.0 4.9 63.7
Change Period (Y+Rc), s 4.6 4.6 4.6 4.6
Max Green Setting (Gmax), s 100.8 10.0 7.4 88.8
Max Q Clear Time (g_c+I1), s 7.5 0.0 2.1 11.8
Green Ext Time (p_c), s 56.4 0.0 0.0 45.5
Intersection Summary
HCM 6th Ctrl Delay 1.0
HCM 6th LOS A

8.3-14
Timings Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
Opening Year Cumulative (2023) With Project (Alt. 3) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 3
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 2 2683 25 2412 2 0 37 0
Future Volume (vph) 2 2683 25 2412 2 0 37 0
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.1 11.5 9.6 11.5 14.2 14.2 14.2 14.2 Total Split (s) 9.1 77.0 9.9 77.1 33.1 33.1 33.1 33.1
Total Split (%) 7.6% 64.2% 8.3% 64.3% 27.6% 27.6% 27.6% 27.6% Yellow Time (s) 3.6 5.5 3.6 5.5 3.2 3.2 3.2 3.2
All-Red Time (s) 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.1 6.5 4.6 6.5 4.2 4.2 4.2
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max Min Min None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 103.6 (86%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 75
Control Type: Actuated-Coordinated
Splits and Phases: 4: Vista Grande Dr. & Alessandro Bl.

8.3-15
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
Opening Year Cumulative (2023) With Project (Alt. 3) - PM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 2 2683 13 25 2412 16 2 0 10 37 0 5 Future Volume (veh/h) 2 2683 13 25 2412 16 2 0 10 37 0 5 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 2 2916 14 27 2622 17 2 0 11 40 0 5 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, % 000000000000
Cap, veh/h 5 4073 20 45 4204 27 42 13 114 182 0 134
Arrive On Green 0.00 0.76 0.76 0.02 0.79 0.79 0.08 0.00 0.08 0.08 0.00 0.08 Sat Flow, veh/h 1810 5328 26 1810 5317 34 92 158 1373 1426 0 1610 Grp Volume(v), veh/h 2 1891 1039 27 1704 935 13 0 0 40 0 5 Grp Sat Flow(s),veh/h/ln 1810 1729 1895 1810 1729 1894 1623 0 0 1426 0 1610 Q Serve(g_s), s 0.1 34.1 34.3 1.8 24.4 24.5 0.0 0.0 0.0 2.1 0.0 0.3 Cycle Q Clear(g_c), s 0.1 34.1 34.3 1.8 24.4 24.5 0.9 0.0 0.0 2.9 0.0 0.3 Prop In Lane 1.00 0.01 1.00 0.02 0.15 0.85 1.00 1.00
Lane Grp Cap(c), veh/h 5 2643 1449 45 2734 1497 170 0 0 182 0 134 V/C Ratio(X) 0.41 0.72 0.72 0.60 0.62 0.62 0.08 0.00 0.00 0.22 0.00 0.04 Avail Cap(c_a), veh/h 75 2643 1449 80 2734 1497 419 0 0 406 0 388 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) 0.62 0.62 0.62 0.53 0.53 0.53 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 59.7 7.3 7.4 57.9 5.2 5.2 50.8 0.0 0.0 51.7 0.0 50.6 Incr Delay (d2), s/veh 31.0 1.1 1.9 2.6 0.6 1.1 0.2 0.0 0.0 0.6 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/ln 0.1 8.4 9.6 0.8 5.2 6.0 0.4 0.0 0.0 1.2 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 90.8 8.4 9.3 60.5 5.8 6.2 51.0 0.0 0.0 52.3 0.0 50.7 LnGrp LOS F AAEAADAADAD
Approach Vol, veh/h 2932 2666 13 45
Approach Delay, s/veh 8.8 6.5 51.0 52.1
Approach LOS A A D D
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 14.2 7.6 98.2 14.2 4.4 101.4
Change Period (Y+Rc), s * 4.2 4.6 6.5 * 4.2 4.1 6.5
Max Green Setting (Gmax), s * 29 5.3 70.5 * 29 5.0 70.6 Max Q Clear Time (g_c+I1), s 2.9 3.8 36.3 4.9 2.1 26.5
Green Ext Time (p_c), s 0.0 0.0 27.9 0.1 0.0 29.9
Intersection Summary
HCM 6th Ctrl Delay 8.1
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

8.3-16
Timings Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
Horizon Year (2040) With Project (Alt. 3) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBL WBT NBR Ø4
Lane Configurations
Traffic Volume (vph) 6 1882 2 3448 7
Future Volume (vph) 6 1882 2 3448 7
Turn Type Prot NA Perm NA Prot
Protected Phases 5 2 6 3 4
Permitted Phases 6
Detector Phase 52663
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 10.0 10.0 10.0
Minimum Split (s) 9.6 26.6 26.6 26.6 14.1 14.6
Total Split (s) 10.0 105.4 95.4 95.4 14.6 14.6
Total Split (%) 7.4% 78.3% 70.9% 70.9% 10.8% 11%
Yellow Time (s) 3.6 3.6 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 0.5 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.6 4.1
Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min
Intersection Summary
Cycle Length: 134.6
Actuated Cycle Length: 114.8
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Private Driveway & Alessandro Bl.

8.3-17
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 3: Private Driveway & Alessandro Bl. 08/11/2020
Horizon Year (2040) With Project (Alt. 3) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 6 1882 6 2 3448 0007000
Future Volume (veh/h) 6 1882 6 2 3448 0007000
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 1900 1900 1900 1900 1900 1900 0 0 1900 1900 1900 1900 Adj Flow Rate, veh/h 7 2046 7 2 3748 0005000
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, % 000000000000
Cap, veh/h 16 5085 17 260 4653 0000020
Arrive On Green 0.01 0.95 0.95 0.90 0.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1810 5336 18 208 5358 0 0 0 -87400 0
Grp Volume(v), veh/h 7 1326 727 2 3748 0 0.0 0 0 0
Grp Sat Flow(s),veh/h/ln 1810 1729 1897 208 1729 0 0 1900 0 Q Serve(g_s), s 0.4 2.9 2.9 0.1 26.2 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.4 2.9 2.9 0.1 26.2 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.01 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 16 3295 1807 260 4653 0 0 2 0
V/C Ratio(X) 0.44 0.40 0.40 0.01 0.81 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 100 3569 1957 267 4822 0 0 195 0
HCM Platoon Ratio 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 0.00 0.00 0.00 Uniform Delay (d), s/veh 48.2 0.2 0.2 0.5 1.9 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 6.8 0.1 0.1 0.0 1.0 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 0.1 0.0 0.4 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 55.0 0.3 0.3 0.5 2.9 0.0 0.0 0.0 0.0 LnGrp LOS D AAAAA AAA
Approach Vol, veh/h 2060 3750 0
Approach Delay, s/veh 0.5 2.9 0.0
Approach LOS A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 97.7 0.0 5.5 92.2
Change Period (Y+Rc), s 4.6 4.6 4.6 4.6
Max Green Setting (Gmax), s 100.8 10.0 5.4 90.8
Max Q Clear Time (g_c+I1), s 4.9 0.0 2.4 28.2
Green Ext Time (p_c), s 24.4 0.0 0.0 59.4
Intersection Summary
HCM 6th Ctrl Delay 2.0
HCM 6th LOS A

8.3-18
Timings Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
Horizon Year (2040) With Project (Alt. 3) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 3
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 4 1885 14 3449 4 0 11 0
Future Volume (vph) 4 1885 14 3449 4 0 11 0
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.1 16.5 9.2 16.5 14.6 14.6 14.6 14.6 Total Split (s) 9.1 95.2 9.4 95.0 15.4 15.4 15.4 15.4
Total Split (%) 7.6% 79.3% 7.8% 79.2% 12.8% 12.8% 12.8% 12.8% Yellow Time (s) 3.6 5.5 3.2 5.5 3.6 3.6 3.6 3.6
All-Red Time (s) 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.1 6.5 4.2 6.5 4.6 4.6 4.6
Lead/Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 103.9 (87%), Referenced to phase 4:EBT and 8:WBT, Start of Yellow Natural Cycle: 110
Control Type: Actuated-Coordinated
Splits and Phases: 4: Vista Grande Dr. & Alessandro Bl.

8.3-19
HCM 6th Signalized Intersection Summary Sycamore Hills Distribution Center TIA (JN 12014) 4: Vista Grande Dr. & Alessandro Bl. 08/11/2020
Horizon Year (2040) With Project (Alt. 3) - AM Peak Hour WITH IMPROVEMENTS Synchro 10 Report Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 1885 8 14 3449 35 4 0 17 11 0 1 Future Volume (veh/h) 4 1885 8 14 3449 35 4 0 17 11 0 1 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 4 2049 9 15 3749 38 4 0 18 12 0 1
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, % 000000000000
Cap, veh/h 106 4257 19 30 3905 39 44 9 76 146 0 92
Arrive On Green 0.06 0.80 0.80 0.02 0.74 0.74 0.06 0.00 0.06 0.06 0.00 0.06 Sat Flow, veh/h 1810 5330 23 1810 5295 53 145 149 1322 1417 0 1610 Grp Volume(v), veh/h 4 1329 729 15 2444 1343 22 0 0 12 0 1 Grp Sat Flow(s),veh/h/ln 1810 1729 1896 1810 1729 1890 1616 0 0 1417 0 1610 Q Serve(g_s), s 0.3 15.1 15.1 1.0 75.9 77.3 0.0 0.0 0.0 0.0 0.0 0.1 Cycle Q Clear(g_c), s 0.3 15.1 15.1 1.0 75.9 77.3 1.5 0.0 0.0 0.8 0.0 0.1 Prop In Lane 1.00 0.01 1.00 0.03 0.18 0.82 1.00 1.00
Lane Grp Cap(c), veh/h 106 2762 1514 30 2550 1394 128 0 0 146 0 92 V/C Ratio(X) 0.04 0.48 0.48 0.51 0.96 0.96 0.17 0.00 0.00 0.08 0.00 0.01 Avail Cap(c_a), veh/h 106 2762 1514 78 2550 1394 180 0 0 192 0 145 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) 0.87 0.87 0.87 0.09 0.09 0.09 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 53.3 3.9 3.9 58.5 14.1 14.3 54.0 0.0 0.0 53.7 0.0 53.3 Incr Delay (d2), s/veh 0.1 0.5 1.0 0.4 1.4 2.6 0.6 0.0 0.0 0.2 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/ln 0.1 3.1 3.6 0.4 20.3 23.0 0.7 0.0 0.0 0.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 53.4 4.5 4.9 59.0 15.5 16.9 54.7 0.0 0.0 53.9 0.0 53.4 LnGrp LOS D AAEBBDAADAD
Approach Vol, veh/h 2062 3802 22 13
Approach Delay, s/veh 4.7 16.1 54.7 53.9
Approach LOS A B D D
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 11.5 6.2 102.3 11.5 13.5 95.0
Change Period (Y+Rc), s 4.6 * 4.2 6.5 4.6 6.5 * 6.5
Max Green Setting (Gmax), s 10.8 * 5.2 88.7 10.8 5.0 * 89 Max Q Clear Time (g_c+I1), s 3.5 3.0 17.1 2.8 2.3 79.3
Green Ext Time (p_c), s 0.0 0.0 23.4 0.0 0.0 9.1
Intersection Summary
HCM 6th Ctrl Delay 12.4
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

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