Agenda — St. Helena City Council, June 26, 2023 (part 19 of 22)

National Data & Surveying Services
Intersection Turning Movement Count
Location: Starr Ave & Pope St
City: St Helena Project ID: 18-08162-010
Control: 1-Way Stop (SB) Date:

NS/EW Streets:
0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 0 0 0 0 6 0 4 0 3 35 0 0 0 43 6 0 97
2:15 PM 0 0 0 0 16 0 0 0 2 45 0 0 0 45 2 0 110
2:30 PM 0 0 0 0 8 0 1 0 6 55 0 0 0 51 7 0 128
2:45 PM 0 0 0 0 9 0 6 0 3 45 0 0 0 45 12 0 120
3:00 PM 0 0 0 0 7 0 1 0 6 42 0 0 0 65 7 0 128
3:15 PM 0 0 0 0 12 0 1 0 2 46 0 0 0 52 13 0 126
3:30 PM 0 0 0 0 10 0 2 0 5 42 0 0 0 51 10 0 120
3:45 PM 0 0 0 0 8 0 2 0 2 28 0 0 0 44 7 0 91

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 0 0 0 76 0 17 0 29 338 0 0 0 396 64 0 920 APPROACH %'s : 81.72% 0.00% 18.28% 0.00% 7.90% 92.10% 0.00% 0.00% 0.00% 86.09% 13.91% 0.00% PEAK HR : 02:30 PM 283 281 288 02:30 PM TOTAL
PEAK HR VOL : 0 0 0 0 36 0 9 0 17 188 0 0 0 213 39 0 502 PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.750 0.000 0.375 0.000 0.708 0.855 0.000 0.000 0.000 0.819 0.750 0.000 2018-04-14
Total

0.980 0.840

WESTBOUND

0.750 0.875
02:30 PM - 03:30 PM
PM

NORTHBOUND SOUTHBOUND EASTBOUND
Starr Ave Starr Ave Pope St Pope St
Agenda Item #6.9.

Page 2960 of 4069 ends

National Data & Surveying Services
Intersection Turning Movement Count
Location: Starr Ave & Pope St
City: St Helena Project ID: 18-08162-010
Control: 1-Way Stop (SB) Date:

NS/EW Streets:
0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 0 0 0 0 1 0 0 0 0 2 0 0 0 0 0 0 3
2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5
2:30 PM 0 0 0 0 0 0 0 0 0 3 0 0 0 1 0 0 4
2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 PM 0 0 0 0 0 0 0 0 0 12 0 0 0 4 0 0 16
3:15 PM 0 0 0 0 1 0 4 0 0 0 0 0 0 0 0 0 5
3:30 PM 0 0 0 0 0 0 0 0 4 0 0 0 0 3 1 0 8
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 0 0 0 2 0 4 0 4 17 0 0 0 15 1 0 43
APPROACH %'s : 33.33% 0.00% 66.67% 0.00% 19.05% 80.95% 0.00% 0.00% 0.00% 93.75% 6.25% 0.00% PEAK HR : 02:30 PM 283 281 288 TOTAL
PEAK HR VOL : 0 0 0 0 1 0 4 0 0 15 0 0 0 5 0 0 25
PEAK HR FACTOR : 0.00 0.000 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.313 0.000 0.000 0.000 0.313 0.000 0.000 2018-04-14
02:30 PM - 03:30 PM

0.391 0.250 0.313 0.313
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Bikes
Starr Ave Starr Ave Pope St Pope St
Agenda Item #6.9.

Page 2961 of 4069 ends

National Data & Surveying Services
Location: Intersection Turning Movement Count Starr Ave & Pope St Project ID: 18-08162-010 City: St Helena Date: 2018-04-14
NS/EW Streets:

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

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 2 3 0 0 0 0 1 2 8
APPROACH %'s : 40.00% 60.00% 33.33% 66.67%
PEAK HR : 02:30 PM 280 278 285 TOTAL
PEAK HR VOL : 0 0 0 0 0 0 0 0 0
PEAK HR FACTOR :

Pedestrians (Crosswalks)
Pope St
02:30 PM - 03:30 PM

PM NORTH LEG SOUTH LEG EAST LEG WEST LEG
Starr Ave Starr Ave Pope St
Agenda Item #6.9.

Page 2962 of 4069 ends

Prepared by National Data & Surveying Services
ID: 18-08162-010 Day:

City: St Helena Date:

AM 0 0 0 0 AM
NOON 0 0 0 0 NOON
PM 9 0 36 0 PM

AM NOON PM PM NOON AM
0 1 0 0 0 39 0 0
1 213 0 0
0 0 0 0 0 0 0 0
0 0 17 0 TEV 0 0 502 0 0 0 0
0 0 188 1 PHF 0.98
0 0 0 0
0 0 0 0

AM NOON PM PM NOON AM
PM 0 0 0 0 PM
NOON 0 0 0 0 NOON
AM 0 0 0 0 AM
Peak Hour Turning Movement Count
0 Total Vehicles (PM) Bikes (PM)
Starr Ave & Pope St
Saturday
04/14/2018

CONTROL WESTBOUND
NONE
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
0 COUNT PERIODS
Bikes (AM) PEAK HOURSTotal Vehicles (AM)
NONE
02:30 PM - 03:30 PM
0 56
0 1-Way Stop (SB) Pope St EASTBOUND
Starr Ave
0 0
Starr Ave

SOUTHBOUND
02:00 PM - 04:00 PM

NORTHBOUND
224
0 Pope St
NONE
NONE
0 0 222
AM NOON PM0
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0
0 0
0 0
0 0
0 0
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
N/A
N/A
N/A
N/A
N/A

N/A N/A N/A N/A N/A N/A N/A
N/A
N/A
N/A
N/A
N/A

N/A N/A N/A N/A N/A N/A N/A
0 213
39 0
188
17 9036
000
0 5
0 0
15 0
401
000 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Agenda Item #6.9.

Page 2963 of 4069 ends

National Data & Surveying Services
Intersection Turning Movement Count
Location: Paseo Grand Dr/College Ave & Pope St
City: St Helena Project ID: 18-08162-011
Control: 2-Way Stop (NB/SB) Date:

NS/EW Streets:
0 1 0 0 0 1 0 0 1 1 0 0 1 1 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 5 0 1 0 2 0 3 0 4 31 4 0 4 44 1 0 99
2:15 PM 5 0 5 0 0 0 4 0 6 44 5 0 8 39 2 0 118
2:30 PM 3 0 6 0 4 0 4 0 3 55 8 0 4 47 1 0 135
2:45 PM 4 0 4 0 0 0 6 0 2 44 5 0 5 47 1 0 118
3:00 PM 0 0 8 0 1 0 2 0 5 43 4 0 6 69 2 0 140
3:15 PM 6 0 4 0 4 0 4 0 4 51 1 0 4 55 0 0 133
3:30 PM 6 0 2 0 0 0 2 0 7 41 5 0 1 53 0 0 117
3:45 PM 2 0 5 0 4 1 2 0 6 30 3 0 4 50 2 0 109

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 31 0 35 0 15 1 27 0 37 339 35 0 36 404 9 0 969 APPROACH %'s : 46.97% 0.00% 53.03% 0.00% 34.88% 2.33% 62.79% 0.00% 9.00% 82.48% 8.52% 0.00% 8.02% 89.98% 2.00% 0.00% PEAK HR : 02:30 PM 283 281 288 03:00 PM TOTAL
PEAK HR VOL : 13 0 22 0 9 0 16 0 14 193 18 0 19 218 4 0 526 PEAK HR FACTOR : 0.542 0.000 0.688 0.000 0.563 0.000 0.667 0.000 0.700 0.877 0.563 0.000 0.792 0.790 0.500 0.000 Paseo Grand Dr/College Ave Paseo Grand Dr/College Ave Pope St Pope St

SOUTHBOUND EASTBOUND
PM

NORTHBOUND
2018-04-14
Total

0.939 0.852

WESTBOUND

0.875 0.781 0.782
02:30 PM - 03:30 PM
Agenda Item #6.9.

Page 2964 of 4069 ends

National Data & Surveying Services
Intersection Turning Movement Count
Location: Paseo Grand Dr/College Ave & Pope St
City: St Helena Project ID: 18-08162-011
Control: 2-Way Stop (NB/SB) Date:

NS/EW Streets:
0 1 0 0 0 1 0 0 1 1 0 0 1 1 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 2
2:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 5 0 0 6
2:30 PM 0 0 0 0 0 0 0 0 1 2 0 0 0 1 0 0 4
2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 PM 0 0 0 0 0 0 0 0 0 4 0 0 0 4 0 0 8
3:15 PM 0 1 0 0 0 0 0 0 0 8 1 0 0 0 0 0 10
3:30 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 3 0 0 4
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 1 0 0 0 0 1 0 1 16 2 0 0 15 0 0 36
APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 0.00% 100.00% 0.00% 5.26% 84.21% 10.53% 0.00% 0.00% 100.00% 0.00% 0.00% PEAK HR : 02:30 PM 283 281 288 TOTAL
PEAK HR VOL : 0 1 0 0 0 0 0 0 1 14 1 0 0 5 0 0 22
PEAK HR FACTOR : 0.00 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.438 0.250 0.000 0.000 0.313 0.000 0.000 Bikes
Paseo Grand Dr/College Ave Paseo Grand Dr/College Ave Pope St Pope St PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
2018-04-14
02:30 PM - 03:30 PM

0.550 0.250 0.444 0.313
Agenda Item #6.9.

Page 2965 of 4069 ends

National Data & Surveying Services
Location: Intersection Turning Movement Count Paseo Grand Dr/College Ave & Pope St Project ID: 18-08162-011 City: St Helena Date: 2018-04-14
NS/EW Streets:

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

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 0 2 1 0 0 0 1 0 4
APPROACH %'s : 0.00% 100.00% 100.00% 0.00% 100.00% 0.00% PEAK HR : 02:30 PM 280 278 285 TOTAL
PEAK HR VOL : 0 2 0 0 0 0 0 0 2
PEAK HR FACTOR : 0.500
Paseo Grand Dr/College
Ave
Paseo Grand Dr/College
Ave Pope St

PM NORTH LEG SOUTH LEG EAST LEG WEST LEG

0.500 0.500
Pedestrians (Crosswalks)
Pope St
02:30 PM - 03:30 PM
Agenda Item #6.9.

Page 2966 of 4069 ends

Prepared by National Data & Surveying Services
ID: 18-08162-011 Day:

City: St Helena Date:

AM 0 0 0 0 AM
NOON 0 0 0 0 NOON
PM 16 0 9 0 PM

AM NOON PM PM NOON AM
0 1 0 0 0 4 0 0
1 218 0 0
0 0 0 0 1 19 0 0
0 0 14 1 TEV 0 0 526 0 0 0 0
0 0 193 1 PHF 0.94
0 0 18 0
0 0 1 0

AM NOON PM PM NOON AM
PM 0 13 0 22 PM
NOON 0 0 0 0 NOON
AM 0 0 0 0 AM Pope St
NONE
NONE
0 0 247
Paseo Grand Dr/College Ave
0 0
Paseo Grand Dr/College Ave

SOUTHBOUND
02:00 PM - 04:00 PM

NORTHBOUND
224
0 PEAK HOURS
Total Vehicles (AM)
NONE
02:30 PM - 03:30 PM
0 18
0 2-Way Stop (NB/SB) Pope St EASTBOUND
Peak Hour Turning Movement Count
37 Total Vehicles (PM) Bikes (PM)
Paseo Grand Dr/College Ave & Pope St
Saturday
04/14/2018

CONTROL WESTBOUND
NONE
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
0 COUNT PERIODS
Bikes (AM)
AM NOON PM0
0 0 0 0 0 0 0 2 0 0 0 0 0
0 0
0 0
0 0
0 0
0 0
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
N/A
N/A
N/A
N/A
N/A

N/A N/A N/A N/A N/A N/A N/A
N/A
N/A
N/A
N/A
N/A

N/A N/A N/A N/A N/A N/A N/A
0 9
0 18
193
14 19
016 218
413
0 5
0 1
14 1
000
010 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Agenda Item #6.9.

Page 2967 of 4069 ends

National Data & Surveying Services
Intersection Turning Movement Count
Location: Silverado Trail & Pope St
City: St Helena Project ID: 18-08162-012
Control: 1-Way Stop (EB) Date:

NS/EW Streets:
1 1 0 0 0 1 0 0 0 1 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 21 141 0 0 0 78 26 0 11 0 22 0 0 0 0 0 299
2:15 PM 27 137 0 0 0 93 24 0 21 0 25 0 0 0 0 0 327
2:30 PM 31 144 0 0 0 77 28 0 34 0 33 0 0 0 0 0 347
2:45 PM 26 118 0 0 0 103 29 0 23 0 28 0 0 0 0 0 327
3:00 PM 40 90 0 0 0 100 34 0 27 0 23 0 0 0 0 0 314
3:15 PM 24 119 0 0 0 97 34 0 26 0 30 0 0 0 0 0 330
3:30 PM 27 107 0 1 0 114 25 0 21 0 27 0 0 0 0 0 322
3:45 PM 26 120 0 0 0 116 27 0 20 0 19 0 0 0 0 0 328

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 222 976 0 1 0 778 227 0 183 0 207 0 0 0 0 0 2594 APPROACH %'s : 18.52% 81.40% 0.00% 0.08% 0.00% 77.41% 22.59% 0.00% 46.92% 0.00% 53.08% 0.00% PEAK HR : 02:30 PM 283 281 288 02:30 PM TOTAL
PEAK HR VOL : 121 471 0 0 0 377 125 0 110 0 114 0 0 0 0 0 1318 PEAK HR FACTOR : 0.756 0.818 0.000 0.000 0.000 0.915 0.919 0.000 0.809 0.000 0.864 0.000 0.000 0.000 0.000 0.000 2018-04-14
Total

0.950 0.836

WESTBOUND

0.846 0.937
02:30 PM - 03:30 PM
PM

NORTHBOUND SOUTHBOUND EASTBOUND
Silverado Trail Silverado Trail Pope St Pope St
Agenda Item #6.9.

Page 2968 of 4069 ends

National Data & Surveying Services
Intersection Turning Movement Count
Location: Silverado Trail & Pope St
City: St Helena Project ID: 18-08162-012
Control: 1-Way Stop (EB) Date:

NS/EW Streets:
1 1 0 0 0 1 0 0 0 1 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 0 2 0 0 0 0 0 0 0 0 2 0 0 0 0 0 4
2:15 PM 3 15 0 0 0 2 2 0 0 0 0 0 0 0 0 0 22
2:30 PM 0 0 0 0 0 1 1 0 0 0 2 0 0 0 0 0 4
2:45 PM 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 3
3:00 PM 4 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 6
3:15 PM 0 3 0 0 0 0 0 0 7 0 3 0 0 0 0 0 13
3:30 PM 2 1 0 0 0 0 3 0 0 0 0 0 0 0 0 0 6
3:45 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 9 22 0 0 0 6 6 0 7 0 9 0 0 0 0 0 59
APPROACH %'s : 29.03% 70.97% 0.00% 0.00% 0.00% 50.00% 50.00% 0.00% 43.75% 0.00% 56.25% 0.00% PEAK HR : 02:30 PM 283 281 288 TOTAL
PEAK HR VOL : 4 4 0 0 0 3 1 0 7 0 7 0 0 0 0 0 26
PEAK HR FACTOR : 0.25 0.333 0.000 0.000 0.000 0.375 0.250 0.000 0.250 0.000 0.583 0.000 0.000 0.000 0.000 0.000 2018-04-14
02:30 PM - 03:30 PM

0.500 0.500 0.500 0.350
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Bikes
Silverado Trail Silverado Trail Pope St Pope St
Agenda Item #6.9.

Page 2969 of 4069 ends

National Data & Surveying Services
Location: Intersection Turning Movement Count Silverado Trail & Pope St Project ID: 18-08162-012 City: St Helena Date: 2018-04-14
NS/EW Streets:

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

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 0 0 0 1 0 0 0 0 1
APPROACH %'s : 0.00% 100.00%
PEAK HR : 02:30 PM 280 278 285 TOTAL
PEAK HR VOL : 0 0 0 1 0 0 0 0 1
PEAK HR FACTOR : 0.250
Pedestrians (Crosswalks)
Pope St
02:30 PM - 03:30 PM

0.250 0.250

PM NORTH LEG SOUTH LEG EAST LEG WEST LEG
Silverado Trail Silverado Trail Pope St
Agenda Item #6.9.

Page 2970 of 4069 ends

Prepared by National Data & Surveying Services
ID: 18-08162-012 Day:

City: St Helena Date:

AM 0 0 0 0 AM
NOON 0 0 0 0 NOON
PM 125 377 0 0 PM

AM NOON PM PM NOON AM
0 1 0 0 0 0 0 0
0 0 0 0
0 0 0 0 0 0 0 0
0 0 110 0 TEV 0 0 1318 0 0 0 0
0 0 0 1 PHF 0.95
0 0 114 0
0 1 1 0

AM NOON PM PM NOON AM
PM 0 121 471 0 PM
NOON 0 0 0 0 NOON
AM 0 0 0 0 AM
Peak Hour Turning Movement Count
491
Total Vehicles (PM) Bikes (PM)
Silverado Trail & Pope St
Saturday
04/14/2018

CONTROL WESTBOUND
NONE
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
0 COUNT PERIODS
Bikes (AM) PEAK HOURSTotal Vehicles (AM)
NONE
02:30 PM - 03:30 PM
0 581
0 1-Way Stop (EB) Pope St EASTBOUND
Silverado Trail
0 0
Silverado Trail

SOUTHBOUND
02:00 PM - 04:00 PM

NORTHBOUND
0 0 Pope St
NONE
NONE
0 0 246
AM NOON PM1
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0
0 0
0 0
0 0
0 0
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
N/A
N/A
N/A
N/A
N/A

N/A N/A N/A N/A N/A N/A N/A
N/A
N/A
N/A
N/A
N/A

N/A N/A N/A N/A N/A N/A N/A
0 0
0 114
0 110 125 377
0 121 471
0 0
0 0
7 0
7 130
440 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Agenda Item #6.9.

Page 2971 of 4069 ends

National Data & Surveying Services
Intersection Turning Movement Count
Location: Silverado Trail & Howell Mountain Rd
City: St Helena Project ID: 18-08162-013
Control: 1-Way Stop (WB) Date:

NS/EW Streets:
0 1 0 0 1 1 0 0 0 0 0 0 0 1 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 0 148 7 0 1 104 0 0 0 0 0 0 5 0 1 0 266
2:15 PM 0 145 5 0 0 106 0 0 0 0 0 0 8 0 3 0 267
2:30 PM 0 168 13 1 2 92 0 0 0 0 0 0 6 0 5 0 287
2:45 PM 0 135 4 0 2 121 0 0 0 0 0 0 8 0 6 0 276
3:00 PM 0 114 6 0 2 134 0 0 0 0 0 0 4 0 1 0 261
3:15 PM 0 128 6 0 2 121 0 0 0 0 0 0 7 0 6 0 270
3:30 PM 0 125 9 0 2 129 0 0 0 0 0 0 13 0 6 0 284
3:45 PM 0 140 2 0 2 136 0 0 0 0 0 0 4 0 2 0 286

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 1103 52 1 13 943 0 0 0 0 0 0 55 0 30 0 2197 APPROACH %'s : 0.00% 95.42% 4.50% 0.09% 1.36% 98.64% 0.00% 0.00% 64.71% 0.00% 35.29% 0.00% PEAK HR : 03:00 PM 285 281 288 03:45 PM TOTAL
PEAK HR VOL : 0 507 23 0 8 520 0 0 0 0 0 0 28 0 15 0 1101 PEAK HR FACTOR : 0.000 0.905 0.639 0.000 1.000 0.956 0.000 0.000 0.000 0.000 0.000 0.000 0.538 0.000 0.625 0.000 2018-04-14
Total

0.962

WESTBOUND

0.933 0.957 0.566
03:00 PM - 04:00 PM
PM

NORTHBOUND SOUTHBOUND EASTBOUND
Silverado Trail Silverado Trail Howell Mountain Rd Howell Mountain Rd Agenda Item #6.9.

Page 2972 of 4069 ends

National Data & Surveying Services
Intersection Turning Movement Count
Location: Silverado Trail & Howell Mountain Rd
City: St Helena Project ID: 18-08162-013
Control: 1-Way Stop (WB) Date:

NS/EW Streets:
0 1 0 0 1 1 0 0 0 0 0 0 0 1 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
2:15 PM 0 1 14 0 0 3 0 0 0 0 0 0 1 0 0 0 19
2:30 PM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2
2:45 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2
3:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
3:15 PM 0 8 2 0 0 0 0 0 0 0 0 0 0 0 0 0 10
3:30 PM 0 1 0 0 0 1 0 0 0 0 0 0 1 0 1 0 4
3:45 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 12 17 0 0 9 0 0 0 0 0 0 2 0 1 0 41
APPROACH %'s : 0.00% 41.38% 58.62% 0.00% 0.00% 100.00% 0.00% 0.00% 66.67% 0.00% 33.33% 0.00% PEAK HR : 03:00 PM 285 281 288 TOTAL
PEAK HR VOL : 0 9 2 0 0 3 0 0 0 0 0 0 1 0 1 0 16
PEAK HR FACTOR : 0.00 0.281 0.250 0.000 0.000 0.750 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.000 2018-04-14
03:00 PM - 04:00 PM

0.400 0.275 0.750 0.250
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Bikes
Silverado Trail Silverado Trail Howell Mountain Rd Howell Mountain Rd Agenda Item #6.9.

Page 2973 of 4069 ends

National Data & Surveying Services
Location: Intersection Turning Movement Count Silverado Trail & Howell Mountain Rd Project ID: 18-08162-013 City: St Helena Date: 2018-04-14
NS/EW Streets:

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

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 0 1 0 0 0 1 0 0 2
APPROACH %'s : 0.00% 100.00% 0.00% 100.00%
PEAK HR : 03:00 PM 282 278 285 TOTAL
PEAK HR VOL : 0 1 0 0 0 1 0 0 2
PEAK HR FACTOR : 0.250 0.250
Pedestrians (Crosswalks)
Howell Mountain Rd
03:00 PM - 04:00 PM

0.500 0.250 0.250

PM NORTH LEG SOUTH LEG EAST LEG WEST LEG
Silverado Trail Silverado Trail Howell Mountain Rd
Agenda Item #6.9.

Page 2974 of 4069 ends

Prepared by National Data & Surveying Services
ID: 18-08162-013 Day:

City: St Helena Date:

AM 0 0 0 0 AM
NOON 0 0 0 0 NOON
PM 0 520 8 0 PM

AM NOON PM PM NOON AM
0 1 1 0 0 15 0 0
1 0 0 0
0 0 0 0 0 28 0 0
0 0 0 0 TEV 0 0 1101 0 0 0 0
0 0 0 0 PHF 0.96
0 0 0 0
0 0 1 0

AM NOON PM PM NOON AM
PM 0 0 507 23 PM
NOON 0 0 0 0 NOON
AM 0 0 0 0 AM
Peak Hour Turning Movement Count
548
Total Vehicles (PM) Bikes (PM)
Silverado Trail & Howell Mountain Rd
Saturday
04/14/2018

CONTROL WESTBOUND
NONE
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
0 COUNT PERIODS
Bikes (AM) PEAK HOURSTotal Vehicles (AM)
NONE
03:00 PM - 04:00 PM
0 522
0 1-Way Stop (WB) Howell Mountain Rd EASTBOUND
Silverado Trail
0 0
Silverado Trail

SOUTHBOUND
02:00 PM - 04:00 PM

NORTHBOUND
31 0 Howell Mountain Rd
NONE
NONE
0 0 0
AM NOON PM0
0 1 0 0 0 0 0 1 0 0 0 0 0
0 0
0 0
0 0
0 0
0 0
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
N/A
N/A
N/A
N/A
N/A

N/A N/A N/A N/A N/A N/A N/A
N/A
N/A
N/A
N/A
N/A

N/A N/A N/A N/A N/A N/A N/A
28 0
15 0
0 0
05208
0507 23
1 0
1 0
0 0
030
092 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Agenda Item #6.9.

Page 2975 of 4069 ends

Day: City: St Helena
Date: Project #: CA18_8163_001

NB SB EB WB
375 446 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 0 4 7 11
00:15 0 0 0 7 6 13
00:30 1 0 1 8 6 14
00:45 0 1 1 1 1 2 11 30 7 26 18 56
01:00 0 0 0 9 8 17
01:15 0 0 0 8 7 15
01:30 0 0 0 4 5 9
01:45 0 0 0 13 34 9 29 22 63
02:00 1 0 1 15 10 25
02:15 0 1 1 14 12 26
02:30 0 0 0 16 19 35
02:45 0 1 0 1 0 2 9 54 14 55 23 109
03:00 1 1 2 14 10 24
03:15 1 1 2 9 12 21
03:30 1 0 1 10 10 20
03:45 0 3 1 3 1 6 9 42 14 46 23 88
04:00 0 1 1 12 9 21
04:15 0 0 0 9 13 22
04:30 0 0 0 8 17 25
04:45 0 0 1 0 1 6 35 7 46 13 81
05:00 0 0 0 8 10 18
05:15 0 0 0 10 13 23
05:30 0 0 0 5 6 11
05:45 0 0 0 4 27 10 39 14 66
06:00 1 1 2 6 9 15
06:15 0 0 0 3 4 7
06:30 2 2 4 3 2 5
06:45 1 4 1 4 2 8 1 13 6 21 7 34
07:00 1 2 3 3 7 10
07:15 1 2 3 4 5 9
07:30 3 2 5 3 3 6
07:45 3 8 3 9 6 17 3 13 4 19 7 32
08:00 2 4 6 4 7 11
08:15 3 4 7 3 3 6
08:30 1 3 4 1 3 4
08:45 6 12 6 17 12 29 0 8 0 13 0 21
09:00 5 4 9 0 0 0
09:15 9 9 18 2 6 8
09:30 4 11 15 1 1 2
09:45 4 22 3 27 7 49 1 4 1 8 2 12
10:00 3 5 8 0 0 0
10:15 17 19 36 0 2 2
10:30 10 9 19 1 1 2
10:45 4 34 4 37 8 71 2 3 1 4 3 7
11:00 1 7 8 1 2 3
11:15 9 8 17 0 1 1
11:30 9 15 24 0 1 1
11:45 6 25 6 36 12 61 1 2 0 4 1 6
TOTALS 110 136 246 265 310 575
SPLIT % 44.7% 55.3% 30.0% 46.1% 53.9% 70.0%

NB SB EB WB
375 446 0 0
AM Peak Hour 09:45 10:15 10:00 13:45 14:00 14:00
AM Pk Volume 34 39 71 58 55 109
Pk Hr Factor 0.500 0.513 0.493 0.906 0.724 0.779
7 - 9 Volume 20 26 0 0 46 62 85 0 0 147
7 - 9 Peak Hour 08:00 08:00 08:00 16:00 16:15 16:00
7 - 9 Pk Volume 12 17 0 0 29 35 47 0 0 81
Pk Hr Factor 0.500 0.708 0.000 0.000 0.604 0.729 0.691 0.000 0.000 0.810 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/14/2018
14:45
15:00

DAILY TOTALS
PM Period
16:45
17:00
17:15
Saturday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Adams St Bet. Library Ln & Railroad Ave
21:30
21:45
22:00
Total
821
19:30
19:45
20:00
20:15

DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
821

DAILY TOTALS
21:00
21:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Agenda Item #6.9.

Page 2976 of 4069 ends

Day: City: St Helena
Date: Project #: CA18_8163_001

NB SB EB WB
1,181 1,237 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 0 20 37 57
00:15 0 0 0 20 21 41
00:30 0 0 0 16 28 44
00:45 0 1 1 1 1 30 86 22 108 52 194
01:00 0 0 0 34 19 53
01:15 0 0 0 25 23 48
01:30 0 0 0 24 18 42
01:45 0 0 0 18 101 29 89 47 190
02:00 0 0 0 24 21 45
02:15 0 0 0 30 28 58
02:30 0 0 0 19 16 35
02:45 1 1 1 1 2 2 26 99 26 91 52 190
03:00 0 0 0 18 26 44
03:15 0 0 0 20 36 56
03:30 2 4 6 28 29 57
03:45 1 3 1 5 2 8 32 98 35 126 67 224
04:00 0 0 0 34 36 70
04:15 0 1 1 31 27 58
04:30 0 0 0 28 33 61
04:45 0 0 1 0 1 36 129 45 141 81 270
05:00 1 0 1 30 59 89
05:15 2 2 4 13 43 56
05:30 1 0 1 12 36 48
05:45 0 4 2 4 2 8 11 66 16 154 27 220
06:00 1 1 2 13 32 45
06:15 1 2 3 6 29 35
06:30 3 1 4 4 16 20
06:45 7 12 1 5 8 17 6 29 15 92 21 121
07:00 8 1 9 8 17 25
07:15 16 4 20 3 7 10
07:30 26 8 34 4 3 7
07:45 48 98 11 24 59 122 7 22 8 35 15 57
08:00 26 11 37 3 6 9
08:15 40 8 48 6 5 11
08:30 36 16 52 1 5 6
08:45 42 144 16 51 58 195 0 10 1 17 1 27
09:00 33 16 49 1 4 5
09:15 15 14 29 1 5 6
09:30 18 16 34 0 1 1
09:45 21 87 25 71 46 158 1 3 4 14 5 17
10:00 26 22 48 0 1 1
10:15 25 19 44 1 3 4
10:30 21 16 37 0 1 1
10:45 25 97 33 90 58 187 1 2 0 5 1 7
11:00 21 24 45 0 1 1
11:15 26 32 58 1 1 2
11:30 22 31 53 1 1 2
11:45 19 88 22 109 41 197 0 2 0 3 0 5
TOTALS 534 362 896 647 875 1522
SPLIT % 59.6% 40.4% 37.1% 42.5% 57.5% 62.9%

NB SB EB WB
1,181 1,237 0 0
AM Peak Hour 08:15 11:15 10:45 16:00 16:45 16:15
AM Pk Volume 151 122 214 129 183 289
Pk Hr Factor 0.899 0.824 0.922 0.896 0.775 0.812
7 - 9 Volume 242 75 0 0 317 195 295 0 0 490
7 - 9 Peak Hour 07:45 08:00 07:45 16:00 16:45 16:15
7 - 9 Pk Volume 150 51 0 0 196 129 183 0 0 289
Pk Hr Factor 0.781 0.797 0.000 0.000 0.831 0.896 0.775 0.000 0.000 0.812 Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
DAILY TOTALS Total
2,418
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
18:30
18:45
19:00
19:15
19:30
19:45
17:00
17:15
17:30
17:45
18:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
12:30
12:45
13:00
13:15
13:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
Prepared by NDS/ATD
VOLUME
Adams St Bet. Library Ln & Railroad Ave
Tuesday
4/17/2018
DAILY TOTALS Total
2,418
Agenda Item #6.9.

Page 2977 of 4069 ends

Day: City: St Helena
Date: Project #: CA18_8163_002

NB SB EB WB
663 564 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 0 18 15 33
00:15 5 0 5 13 10 23
00:30 1 1 2 12 18 30
00:45 1 7 1 2 2 9 10 53 16 59 26 112
01:00 0 1 1 14 12 26
01:15 2 1 3 14 14 28
01:30 0 2 2 16 9 25
01:45 1 3 1 5 2 8 14 58 12 47 26 105
02:00 0 1 1 8 12 20
02:15 0 0 0 12 9 21
02:30 1 0 1 17 10 27
02:45 0 1 0 1 0 2 10 47 14 45 24 92
03:00 1 1 2 9 11 20
03:15 0 0 0 17 15 32
03:30 1 0 1 15 7 22
03:45 0 2 1 2 1 4 14 55 8 41 22 96
04:00 0 0 0 19 9 28
04:15 0 0 0 10 13 23
04:30 0 0 0 17 7 24
04:45 0 0 0 19 65 11 40 30 105
05:00 1 0 1 14 12 26
05:15 1 2 3 20 8 28
05:30 2 1 3 8 9 17
05:45 1 5 4 7 5 12 14 56 6 35 20 91
06:00 0 2 2 13 6 19
06:15 1 4 5 7 10 17
06:30 1 4 5 7 3 10
06:45 5 7 8 18 13 25 6 33 6 25 12 58
07:00 5 2 7 12 7 19
07:15 5 2 7 7 2 9
07:30 3 5 8 4 8 12
07:45 1 14 3 12 4 26 6 29 6 23 12 52
08:00 2 5 7 10 4 14
08:15 3 4 7 6 4 10
08:30 11 13 24 9 6 15
08:45 9 25 8 30 17 55 6 31 4 18 10 49
09:00 9 9 18 12 2 14
09:15 12 11 23 5 2 7
09:30 8 6 14 4 1 5
09:45 9 38 12 38 21 76 7 28 6 11 13 39
10:00 7 14 21 4 6 10
10:15 9 8 17 5 3 8
10:30 6 7 13 3 3 6
10:45 13 35 10 39 23 74 5 17 5 17 10 34
11:00 12 8 20 4 2 6
11:15 7 11 18 3 2 5
11:30 10 13 23 0 6 6
11:45 14 43 6 38 20 81 4 11 1 11 5 22
TOTALS 180 192 372 483 372 855
SPLIT % 48.4% 51.6% 30.3% 56.5% 43.5% 69.7%

NB SB EB WB
663 564 0 0
AM Peak Hour 11:45 11:45 11:45 16:30 12:30 12:00
AM Pk Volume 57 49 106 70 60 112
Pk Hr Factor 0.792 0.681 0.803 0.875 0.833 0.848
7 - 9 Volume 39 42 0 0 81 121 75 0 0 196
7 - 9 Peak Hour 08:00 08:00 08:00 16:30 16:15 16:30
7 - 9 Pk Volume 25 30 0 0 55 70 43 0 0 108
Pk Hr Factor 0.568 0.577 0.000 0.000 0.573 0.875 0.827 0.000 0.000 0.900 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
1,227

DAILY TOTALS
21:00
21:15
20:30

DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Hunt Ave S/O Starr Ave
21:30
21:45
22:00
Total
1,227
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Saturday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/21/2018
14:45
15:00

DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Agenda Item #6.9.

Page 2978 of 4069 ends

Day: City: St Helena
Date: Project #: CA18_8163_002

NB SB EB WB
868 748 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 1 0 1 12 17 29
00:15 1 1 2 15 15 30
00:30 1 1 2 13 7 20
00:45 0 3 0 2 0 5 17 57 8 47 25 104
01:00 1 0 1 14 11 25
01:15 1 0 1 13 11 24
01:30 0 0 0 14 13 27
01:45 0 2 0 0 2 14 55 16 51 30 106
02:00 0 0 0 18 6 24
02:15 0 0 0 15 18 33
02:30 0 0 0 12 8 20
02:45 1 1 1 1 2 2 15 60 13 45 28 105
03:00 0 0 0 30 21 51
03:15 0 0 0 24 20 44
03:30 0 0 0 23 19 42
03:45 1 1 0 1 1 24 101 12 72 36 173
04:00 0 0 0 26 16 42
04:15 0 0 0 22 23 45
04:30 0 0 0 21 17 38
04:45 0 0 0 20 89 16 72 36 161
05:00 0 3 3 23 16 39
05:15 1 1 2 24 25 49
05:30 2 1 3 28 13 41
05:45 1 4 5 10 6 14 15 90 6 60 21 150
06:00 1 2 3 13 9 22
06:15 2 4 6 17 11 28
06:30 2 4 6 9 10 19
06:45 3 8 0 10 3 18 8 47 5 35 13 82
07:00 2 6 8 13 4 17
07:15 9 5 14 10 10 20
07:30 10 9 19 14 4 18
07:45 11 32 24 44 35 76 8 45 6 24 14 69
08:00 16 28 44 5 7 12
08:15 29 27 56 8 5 13
08:30 18 18 36 9 4 13
08:45 13 76 22 95 35 171 4 26 1 17 5 43
09:00 10 19 29 5 2 7
09:15 7 8 15 3 1 4
09:30 15 13 28 4 2 6
09:45 14 46 15 55 29 101 1 13 1 6 2 19
10:00 10 23 33 5 1 6
10:15 13 7 20 1 1 2
10:30 9 10 19 5 0 5
10:45 12 44 10 50 22 94 2 13 0 2 2 15
11:00 14 13 27 2 2 4
11:15 7 7 14 2 0 2
11:30 17 14 31 0 0 0
11:45 13 51 13 47 26 98 0 4 1 3 1 7
TOTALS 268 314 582 600 434 1034
SPLIT % 46.0% 54.0% 36.0% 58.0% 42.0% 64.0%

NB SB EB WB
868 748 0 0
AM Peak Hour 08:00 07:45 07:45 15:00 16:30 15:00
AM Pk Volume 76 97 171 101 74 173
Pk Hr Factor 0.655 0.866 0.763 0.842 0.740 0.848
7 - 9 Volume 108 139 0 0 247 179 132 0 0 311
7 - 9 Peak Hour 08:00 07:45 07:45 16:45 16:30 16:45
7 - 9 Pk Volume 76 97 0 0 171 95 74 0 0 165
Pk Hr Factor 0.655 0.866 0.000 0.000 0.763 0.848 0.740 0.000 0.000 0.842 Prepared by NDS/ATD
VOLUME
Hunt Ave S/O Starr Ave
Tuesday
4/17/2018
DAILY TOTALS Total
1,616
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
21:15
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
DAILY TOTALS Total
1,616
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
Agenda Item #6.9.

Page 2979 of 4069 ends

Day: City: St Helena
Date: Project #: CA18_8163_003

NB SB EB WB
0 0 665 537
AM Period NB SB EB WB NB SB EB WB
00:00 2 4 6 14 14 28
00:15 4 1 5 11 10 21
00:30 4 2 6 13 8 21
00:45 1 11 2 9 3 20 8 46 12 44 20 90
01:00 1 1 2 18 13 31
01:15 0 0 0 11 7 18
01:30 0 1 1 7 8 15
01:45 1 2 0 2 1 4 14 50 9 37 23 87
02:00 0 0 0 9 10 19
02:15 0 0 0 19 6 25
02:30 0 0 0 8 12 20
02:45 1 1 0 1 1 17 53 15 43 32 96
03:00 0 0 0 10 15 25
03:15 1 0 1 14 14 28
03:30 1 1 2 14 15 29
03:45 0 2 1 2 1 4 15 53 10 54 25 107
04:00 1 0 1 11 12 23
04:15 0 0 0 18 18 36
04:30 1 0 1 15 12 27
04:45 0 2 0 0 2 12 56 14 56 26 112
05:00 0 0 0 13 9 22
05:15 1 0 1 8 9 17
05:30 2 0 2 17 9 26
05:45 2 5 2 2 4 7 11 49 10 37 21 86
06:00 0 2 2 13 7 20
06:15 1 2 3 19 7 26
06:30 4 2 6 8 6 14
06:45 2 7 2 8 4 15 6 46 7 27 13 73
07:00 4 2 6 12 12 24
07:15 7 5 12 5 9 14
07:30 7 4 11 5 5 10
07:45 2 20 2 13 4 33 9 31 7 33 16 64
08:00 6 4 10 5 7 12
08:15 4 4 8 7 1 8
08:30 11 3 14 3 1 4
08:45 9 30 6 17 15 47 7 22 5 14 12 36
09:00 4 4 8 6 7 13
09:15 3 9 12 7 0 7
09:30 7 11 18 6 6 12
09:45 11 25 5 29 16 54 9 28 3 16 12 44
10:00 10 9 19 3 1 4
10:15 5 9 14 3 2 5
10:30 13 8 21 4 4 8
10:45 15 43 10 36 25 79 2 12 1 8 3 20
11:00 18 9 27 2 1 3
11:15 12 13 25 3 1 4
11:30 13 11 24 1 1 2
11:45 20 63 13 46 33 109 2 8 1 4 3 12
TOTALS 211 164 375 454 373 827
SPLIT % 56.3% 43.7% 31.2% 54.9% 45.1% 68.8%

NB SB EB WB
0 0 665 537
AM Peak Hour 11:00 11:15 11:15 17:30 14:45 14:45
AM Pk Volume 63 51 110 60 59 114
Pk Hr Factor 0.788 0.911 0.833 0.789 0.983 0.891
7 - 9 Volume 0 0 50 30 80 0 0 105 93 198
7 - 9 Peak Hour 08:00 08:00 08:00 16:15 16:00 16:00
7 - 9 Pk Volume 0 0 30 17 47 0 0 58 56 112
Pk Hr Factor 0.000 0.000 0.682 0.708 0.783 0.000 0.000 0.806 0.778 0.778 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/14/2018
14:45
15:00

DAILY TOTALS
PM Period
16:45
17:00
17:15
Saturday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Starr Ave E/O Hunt Ave
21:30
21:45
22:00
Total
1,202
19:30
19:45
20:00
20:15

DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
1,202

DAILY TOTALS
21:00
21:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Agenda Item #6.9.

Page 2980 of 4069 ends

Day: City: St Helena
Date: Project #: CA18_8163_003

NB SB EB WB
0 0 879 721
AM Period NB SB EB WB NB SB EB WB
00:00 2 0 2 9 16 25
00:15 1 2 3 14 13 27
00:30 0 0 0 12 7 19
00:45 0 3 0 2 0 5 18 53 6 42 24 95
01:00 1 0 1 14 11 25
01:15 1 0 1 15 11 26
01:30 0 0 0 17 13 30
01:45 0 2 0 0 2 12 58 12 47 24 105
02:00 0 0 0 18 7 25
02:15 0 0 0 16 14 30
02:30 0 0 0 15 8 23
02:45 3 3 0 3 3 15 64 10 39 25 103
03:00 0 0 0 28 20 48
03:15 0 0 0 25 19 44
03:30 0 0 0 23 20 43
03:45 1 1 0 1 1 23 99 10 69 33 168
04:00 0 0 0 27 19 46
04:15 0 0 0 23 18 41
04:30 0 0 0 20 15 35
04:45 0 0 0 20 90 14 66 34 156
05:00 0 0 0 19 16 35
05:15 2 1 3 24 23 47
05:30 2 1 3 31 10 41
05:45 4 8 1 3 5 11 15 89 7 56 22 145
06:00 1 2 3 12 9 21
06:15 4 1 5 19 9 28
06:30 3 2 5 7 9 16
06:45 4 12 0 5 4 17 9 47 7 34 16 81
07:00 3 5 8 13 6 19
07:15 8 3 11 6 10 16
07:30 9 4 13 16 4 20
07:45 12 32 17 29 29 61 6 41 8 28 14 69
08:00 20 21 41 7 9 16
08:15 27 23 50 7 4 11
08:30 18 18 36 6 5 11
08:45 17 82 27 89 44 171 4 24 2 20 6 44
09:00 9 21 30 5 4 9
09:15 7 8 15 2 3 5
09:30 17 16 33 2 0 2
09:45 15 48 19 64 34 112 1 10 0 7 1 17
10:00 10 24 34 2 1 3
10:15 12 10 22 1 1 2
10:30 13 11 24 5 2 7
10:45 12 47 12 57 24 104 0 8 0 4 0 12
11:00 15 15 30 1 2 3
11:15 8 11 19 0 0 0
11:30 20 15 35 1 0 1
11:45 13 56 17 58 30 114 0 2 0 2 0 4
TOTALS 294 307 601 585 414 999
SPLIT % 48.9% 51.1% 37.6% 58.6% 41.4% 62.4%

NB SB EB WB
0 0 879 721
AM Peak Hour 08:00 08:00 08:00 15:00 14:45 15:00
AM Pk Volume 82 89 171 99 69 168
Pk Hr Factor 0.759 0.824 0.855 0.884 0.863 0.875
7 - 9 Volume 0 0 114 118 232 0 0 179 122 301
7 - 9 Peak Hour 08:00 08:00 08:00 16:45 16:30 16:45
7 - 9 Pk Volume 0 0 82 89 171 0 0 94 68 157
Pk Hr Factor 0.000 0.000 0.759 0.824 0.855 0.000 0.000 0.758 0.739 0.835 Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
DAILY TOTALS Total
1,600
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
18:30
18:45
19:00
19:15
19:30
19:45
17:00
17:15
17:30
17:45
18:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
12:30
12:45
13:00
13:15
13:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
Prepared by NDS/ATD
VOLUME
Starr Ave E/O Hunt Ave
Tuesday
4/17/2018
DAILY TOTALS Total
1,600
Agenda Item #6.9.

Page 2981 of 4069 ends

* Read Before Using Any Census/TSN Count Data * Traffic Volumes Counts 24 hour Period Hourly Counts Dist Cnty Rte PrefixPM Leg Dir Description Date Day
Notes regarding this data: 4 SCL 101 0.028 O N SAN BENITO/SANTA CLARA COUNTY 5/25/2000 WED 130 A 120 A 106 A 201 A These counts are Raw Data Only. All material is the direct product of field studies and machine processing. 4 SCL 101 0.028 O N SAN BENITO/SANTA CLARA COUNTY 5/24/2000 TUE 154 A 94 A 139 A 178 A Mechanical errors may not have been corrected. This raw data is not to be considered the results of a 4 SCL 101 0.028 O N SAN BENITO/SANTA CLARA COUNTY 5/23/2000 MON 195 A 120 A 132 C 200 C professional Traffic Engineer’s evaluation of validity or reliability. It is the user’s responsibility to determine the accuracy and usability of the data prior to using or release to others.

Location Description Codes:

Traffic Volumes Data users must understand the codes used to describe count location in order to correctly identify the location of the count they are using. Data type code:
"A" = Actual collected data
Traffic Volumes Count Location "C" = Calculated or Estimated values Description Definitions
Note: Description of a location is not the exact point where counted. The count location is specified by the "Leg" code.

Leg: Indicates the approximate location on a ramp or on a state highway relative to an I/C or I/S.

N - On-ramp count location.

F – Off-ramp count location
A - Ahead of you when facing the increasing postmile direction. Count location usually * North or East of all ramps of either direction of that interchange or intersection. See Loc 5 B - Behind you when facing the increasing postmile direction. Count location usually * South or West of all ramps of either direction of that interchange or intersection. See Loc 1 O - Count location that is inside of the interchange ramps either direction. See Loc 2 and Loc 4 X - Count location in the middle of the interchange. See Loc 3 *Note: Normally PM increase S to N and W to E. Some Routes such as Rte 580 and 780 don’t. 0-1 1-2 2-3 3-4
On-ramp
Leg "N" Leg Of "F"
-ramp On-ramp
Leg "N" OfLe
-ramp
g "F"
PM 1.0 PM 1.5 PM 2.0
Count
Loc 1
Leg "B"
Count
Loc 2
Leg "O"
Count
Loc 3
Leg "X"
Count
Loc 4
Leg "O"
Count
Loc 5
Leg "A" Cross St
State
Route

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Agenda Item #6.9.

Traffic Volumes Counts 24 hour Period Hourly Counts
Dist Cnty Rte Prefix PM Leg Dir Description Date Day 24hr total 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 02/01/2011 TUE 399 A 437 A 408 A 429 A 460 A 494 A 462 A 283 A 193 A 144 A 88 A 48 A 26 A 3,871 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 02/02/2011 WED 21 A 10 A 8 A 14 A 52 A 134 A 298 A 468 A 462 A 331 A 371 A 387 A 431 A 424 A 383 A 462 A 524 A 459 A 320 A 202 A 122 A 114 A 56 A 30 A 6,083 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 02/03/2011 THU 24 A 21 A 8 A 23 A 42 A 121 A 279 A 456 A 465 A 382 A 386 A 441 A 439 A 428 A 443 A 477 A 487 A 512 A 331 A 178 A 150 A 185 A 76 A 43 A 6,397 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 02/04/2011 FRI 21 A 20 A 14 A 18 A 42 A 109 A 268 A 436 A 457 A 363 A 384 A 445 A 440 A 461 A 484 A 482 A 507 A 442 A 391 A 217 A 135 A 131 A 114 A 59 A 6,440 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 02/05/2011 SAT 33 A 22 A 22 A 19 A 18 A 50 A 120 A 190 A 245 A 378 A 356 A 410 A 457 A 495 A 500 A 543 A 517 A 543 A 362 A 251 A 220 A 159 A 138 A 83 A 6,131 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 02/06/2011 SUN 49 A 41 A 27 A 24 A 22 A 35 A 64 A 131 A 178 A 312 A 315 A 390 A 448 A 450 A 413 A 401 A 368 A 304 A 235 A 255 A 183 A 136 A 61 A 48 A 4,890 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 02/07/2011 MON 20 A 17 A 13 A 26 A 40 A 131 A 298 A 441 A 481 A 394 A 403 A 437 A 441 A 366 A 441 A 467 A 458 A 429 A 280 A 174 A 140 A 77 A 54 A 26 A 6,054 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 02/08/2011 TUE 20 A 13 A 9 A 24 A 43 A 136 A 300 A 431 A 482 A 387 A 356 A 420 A 408 A 441 A 466 A 456 A 512 A 508 A 266 A 154 A 136 A 112 A 48 A 39 A 6,167 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 02/09/2011 WED 24 A 14 A 12 A 19 A 49 A 117 A 319 A 424 A 476 A 362 A 361 A 387 C 431 C 424 C 383 C 462 C 524 C 459 C 320 C 202 C 122 C 114 C 56 C 30 C 6,091 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 05/03/2011 TUE 443 A 472 A 476 A 483 A 489 A 335 A 252 A 173 A 141 A 68 A 41 A 3,373 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 05/04/2011 WED 16 A 15 A 11 A 22 A 51 A 184 A 310 A 499 A 491 A 426 A 401 A 428 A 457 A 486 A 469 A 472 A 488 A 503 A 350 A 243 A 201 A 126 A 81 A 44 A 6,774 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 05/05/2011 THU 32 A 12 A 18 A 30 A 49 A 187 A 319 A 472 A 473 A 454 A 441 A 462 A 455 A 486 A 478 A 457 A 517 A 513 A 306 A 232 A 206 A 147 A 110 A 57 A 6,913 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 05/06/2011 FRI 32 A 14 A 20 A 23 A 53 A 202 A 289 A 454 A 446 A 456 A 423 A 445 A 443 A 468 A 481 A 429 A 474 A 461 A 350 A 262 A 220 A 200 A 156 A 86 A 6,887 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 05/07/2011 SAT 53 A 37 A 16 A 18 A 35 A 114 A 122 A 192 A 305 A 391 A 410 A 419 A 515 A 491 A 499 A 479 A 474 A 510 A 441 A 325 A 227 A 229 A 162 A 96 A 6,560 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 05/08/2011 SUN 74 A 45 A 22 A 19 A 29 A 43 A 66 A 175 A 236 A 347 A 431 A 486 A 442 A 537 A 508 A 561 A 543 A 493 A 395 A 305 A 227 A 154 A 95 A 42 A 6,275 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 05/09/2011 MON 25 A 18 A 13 A 23 A 63 A 213 A 317 A 464 A 467 A 429 A 408 A 447 A 460 A 471 A 465 A 485 A 494 A 477 A 296 A 224 A 166 A 104 A 77 A 37 A 6,643 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 05/10/2011 TUE 27 A 9 A 15 A 24 A 54 A 191 A 308 A 472 A 512 A 465 A 399 A 475 A 470 A 440 A 462 A 497 A 466 A 459 A 334 A 242 A 187 A 162 A 76 A 30 A 6,776 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 05/11/2011 WED 26 A 16 A 16 A 27 A 44 A 238 A 307 A 456 A 511 A 407 A 419 A 494 A 481 A 473 A 455 A 494 A 522 A 464 A 360 A 251 A 168 A 148 A 103 A 43 A 6,923 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 05/12/2011 THU 21 A 17 A 13 A 30 A 54 A 230 A 291 A 483 A 479 A 468 A 429 A 463 A 482 A 483 A 496 A 494 A 514 A 477 A 377 A 250 A 184 A 155 A 127 A 82 A 7,099 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 05/13/2011 FRI 33 A 25 A 12 A 18 A 59 A 256 A 289 A 485 A 461 A 445 A 509 A 461 A 464 A 3,517 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 08/05/2011 FRI 609 A 705 A 724 A 640 A 734 A 634 A 619 A 587 A 423 A 305 A 346 A 344 A 293 A 6,963 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 08/06/2011 SAT 155 A 74 A 54 A 21 A 18 A 33 A 146 A 162 A 215 A 388 A 463 A 606 A 629 A 644 A 681 A 662 A 702 A 702 A 568 A 482 A 364 A 298 A 277 A 262 A 8,606 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 08/07/2011 SUN 167 A 87 A 47 A 29 A 13 A 17 A 37 A 77 A 120 A 271 A 381 A 396 A 560 A 651 A 661 A 693 A 562 A 480 A 471 A 385 A 333 A 299 A 216 A 164 A 7,117 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 08/08/2011 MON 88 A 44 A 29 A 7 A 18 A 45 A 236 A 379 A 414 A 478 A 505 A 526 A 626 A 568 A 610 A 643 A 697 A 785 A 641 A 453 A 330 A 274 A 202 A 156 A 8,754 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 08/09/2011 TUE 76 A 36 A 15 A 7 A 23 A 47 A 217 A 454 A 454 A 470 A 535 A 589 A 637 A 645 A 655 A 746 A 710 A 758 A 653 A 492 A 296 A 268 A 232 A 144 A 9,159 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 08/10/2011 WED 103 A 47 A 20 A 13 A 13 A 47 A 280 A 403 A 461 A 490 A 513 A 623 A 598 A 634 A 625 A 659 A 682 A 790 A 668 A 465 A 347 A 288 A 232 A 156 A 9,157 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 08/11/2011 THU 81 A 47 A 24 A 17 A 26 A 50 A 261 A 368 A 420 A 458 A 565 A 633 A 656 A 602 A 615 A 675 A 757 A 738 A 647 A 471 A 352 A 342 A 275 A 189 A 9,269 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 08/12/2011 FRI 84 A 50 A 31 A 17 A 21 A 53 A 214 A 361 A 455 A 420 A 510 A 660 A 640 A 647 A 669 A 729 A 782 A 824 A 772 A 540 A 410 A 359 A 321 A 256 A 9,825 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 08/13/2011 SAT 149 A 74 A 30 A 15 A 17 A 33 A 130 A 172 A 210 A 347 A 472 A 621 A 605 A 671 A 705 A 664 A 715 A 708 A 509 A 448 A 327 A 304 A 279 A 260 A 8,465 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 08/14/2011 SUN 155 A 101 A 53 A 25 A 16 A 25 A 46 A 74 A 122 A 228 A 342 A 445 A 505 A 573 A 610 A 643 A 654 A 593 A 436 A 368 A 305 A 281 A 228 A 190 A 7,018 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 08/15/2011 MON 102 A 43 A 24 A 10 A 13 A 41 A 234 A 345 A 446 A 425 A 467 A 606 A 665 A 608 A 648 A 672 A 736 A 688 A 657 A 468 A 303 A 261 A 221 A 142 A 8,825 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 08/16/2011 TUE 70 A 41 A 18 A 10 A 18 A 38 A 245 A 384 A 454 C 470 C 535 C 589 C 637 C 645 C 655 C 746 C 710 C 758 C 653 C 492 C 296 C 268 C 232 C 144 C 9,108 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 02/01/2011 TUE 482 A 491 A 510 A 516 A 580 A 679 A 604 A 480 A 286 A 240 A 174 A 114 A 67 A 5,223 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 02/02/2011 WED 32 A 6 A 12 A 11 A 31 A 93 A 370 A 424 A 520 A 469 A 485 A 500 A 527 A 512 A 507 A 575 A 619 A 626 A 460 A 282 A 236 A 219 A 130 A 67 A 7,713 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 02/03/2011 THU 47 A 13 A 9 A 9 A 34 A 86 A 373 A 420 A 549 A 490 A 477 A 497 A 531 A 567 A 572 A 578 A 642 A 673 A 500 A 320 A 214 A 226 A 121 A 89 A 8,037 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 02/04/2011 FRI 40 A 22 A 17 A 18 A 29 A 93 A 368 A 404 A 520 A 536 A 532 A 547 A 598 A 602 A 587 A 625 A 665 A 642 A 484 A 341 A 325 A 252 A 174 A 120 A 8,541 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 02/05/2011 SAT 60 A 39 A 36 A 24 A 20 A 45 A 164 A 188 A 292 A 424 A 500 A 585 A 623 A 615 A 657 A 600 A 532 A 498 A 414 A 277 A 277 A 238 A 195 A 132 A 7,435 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 02/06/2011 SUN 61 A 38 A 26 A 19 A 21 A 26 A 82 A 120 A 200 A 314 A 346 A 468 A 519 A 489 A 540 A 404 A 332 A 351 A 235 A 257 A 200 A 151 A 115 A 59 A 5,373 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 02/07/2011 MON 23 A 15 A 11 A 10 A 33 A 84 A 377 A 425 A 531 A 431 A 453 A 469 A 514 A 550 A 513 A 594 A 611 A 598 A 418 A 283 A 220 A 154 A 105 A 42 A 7,464 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 02/08/2011 TUE 24 A 16 A 7 A 8 A 26 A 90 A 408 A 438 A 592 A 510 A 483 A 494 A 584 A 570 A 508 A 611 A 636 A 577 A 433 A 300 A 263 A 167 A 110 A 59 A 7,914 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 02/09/2011 WED 31 A 7 A 8 A 11 A 28 A 86 A 428 A 427 A 557 A 526 A 466 A 2,575 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 05/03/2011 TUE 536 A 579 A 624 A 687 A 620 A 467 A 313 A 277 A 256 A 122 A 60 A 4,541 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 05/04/2011 WED 44 A 13 A 11 A 17 A 39 A 238 A 367 A 479 A 571 A 599 A 561 A 553 A 552 A 564 A 583 A 627 A 642 A 620 A 455 A 389 A 360 A 286 A 168 A 83 A 8,821 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 05/05/2011 THU 38 A 22 A 16 A 25 A 40 A 225 A 385 A 424 A 621 A 536 A 598 A 558 A 616 A 578 A 621 A 627 A 689 A 605 A 465 A 378 A 334 A 252 A 167 A 87 A 8,907 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 05/06/2011 FRI 40 A 29 A 17 A 18 A 41 A 196 A 363 A 417 A 543 A 552 A 587 A 602 A 576 A 582 A 627 A 628 A 615 A 546 A 409 A 346 A 348 A 308 A 246 A 175 A 8,811 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 05/07/2011 SAT 80 A 48 A 24 A 18 A 42 A 208 A 239 A 280 A 412 A 540 A 599 A 626 A 623 A 620 A 651 A 631 A 550 A 538 A 448 A 337 A 319 A 211 A 215 A 165 A 8,424 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 05/08/2011 SUN 103 A 52 A 30 A 11 A 14 A 53 A 93 A 139 A 243 A 367 A 483 A 518 A 567 A 597 A 584 A 562 A 510 A 451 A 405 A 321 A 301 A 213 A 150 A 85 A 6,852 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 05/09/2011 MON 29 A 19 A 15 A 8 A 33 A 261 A 368 A 451 A 533 A 488 A 582 A 586 A 583 A 535 A 591 A 650 A 633 A 624 A 426 A 317 A 265 A 173 A 106 A 69 A 8,345 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 05/10/2011 TUE 35 A 12 A 10 A 11 A 40 A 257 A 341 A 448 A 560 A 540 A 665 A 540 A 515 A 577 A 547 A 599 A 667 A 661 A 461 A 356 A 279 A 280 A 142 A 72 A 8,615 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 05/11/2011 WED 38 A 14 A 7 A 24 A 50 A 269 A 378 A 472 A 541 A 522 A 556 A 591 A 585 A 587 A 595 A 613 A 634 A 656 A 455 A 351 A 283 A 242 A 144 A 76 A 8,683 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 05/12/2011 THU 51 A 16 A 10 A 17 A 56 A 258 A 375 A 428 A 583 A 586 A 546 A 605 A 577 A 610 A 591 A 643 A 678 A 678 A 454 A 381 A 291 A 267 A 184 A 92 A 8,977 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 05/13/2011 FRI 36 A 34 A 12 A 18 A 48 A 291 A 345 A 401 A 552 A 609 A 621 A 632 A 621 A 4,220 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 08/05/2011 FRI 601 A 698 A 713 A 632 A 725 A 627 A 607 A 579 A 412 A 298 A 321 A 329 A 233 A 6,775 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 08/06/2011 SAT 50 A 42 A 19 A 24 A 23 A 101 A 140 A 236 A 310 A 404 A 461 A 519 A 574 A 587 A 559 A 596 A 598 A 572 A 569 A 406 A 346 A 274 A 315 A 255 A 7,980 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 08/07/2011 SUN 110 A 49 A 26 A 16 A 29 A 44 A 111 A 181 A 286 A 446 A 473 A 571 A 555 A 610 A 617 A 579 A 568 A 621 A 521 A 362 A 282 A 217 A 135 A 64 A 7,473 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 08/08/2011 MON 40 A 30 A 16 A 26 A 65 A 227 A 319 A 527 A 505 A 530 A 546 A 506 A 536 A 524 A 587 A 539 A 599 A 560 A 434 A 275 A 217 A 142 A 87 A 72 A 7,909 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 08/09/2011 TUE 32 A 17 A 26 A 21 A 53 A 219 A 346 A 517 A 569 A 527 A 520 A 557 A 560 A 540 A 588 A 614 A 593 A 537 A 448 A 302 A 229 A 169 A 92 A 47 A 8,123 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 08/10/2011 WED 39 A 22 A 16 A 30 A 50 A 218 A 309 A 536 A 506 A 520 A 509 A 512 A 551 A 588 A 615 A 545 A 539 A 574 A 424 A 302 A 246 A 159 A 96 A 69 A 7,975 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 08/11/2011 THU 36 A 19 A 11 A 25 A 64 A 213 A 331 A 517 A 482 A 504 A 533 A 556 A 559 A 520 A 501 A 593 A 583 A 539 A 431 A 349 A 263 A 176 A 112 A 76 A 7,993 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 08/12/2011 FRI 37 A 21 A 22 A 25 A 48 A 203 A 332 A 502 A 594 A 543 A 559 A 568 A 551 A 536 A 524 A 584 A 497 A 574 A 485 A 353 A 294 A 189 A 163 A 117 A 8,321 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 08/13/2011 SAT 57 A 39 A 18 A 24 A 33 A 76 A 139 A 219 A 320 A 413 A 482 A 529 A 560 A 620 A 549 A 592 A 608 A 600 A 538 A 506 A 393 A 316 A 247 A 213 A 8,091 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 08/14/2011 SUN 91 A 40 A 20 A 27 A 21 A 37 A 87 A 214 A 239 A 393 A 461 A 541 A 568 A 599 A 609 A 623 A 649 A 613 A 513 A 363 A 264 A 220 A 125 A 99 A 7,416 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 08/15/2011 MON 32 A 21 A 10 A 18 A 65 A 203 A 340 A 481 A 525 A 525 A 538 A 547 A 540 A 566 A 593 A 578 A 596 A 548 A 443 A 274 A 202 A 138 A 83 A 48 A 7,914 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 08/16/2011 TUE 65 A 44 A 21 A 8 A 15 A 38 A 231 A 366 A 310 C 404 C 461 C 519 C 574 C 587 C 559 C 596 C 598 C 572 C 569 C 406 C 346 C 274 C 315 C 255 C 8,133 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 10/03/2013 THU 532 A 593 A 602 A 578 A 600 A 606 A 578 A 588 A 461 A 325 A 300 A 240 A 170 A 89 A 6,262 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 10/04/2013 FRI 53 A 29 A 24 A 34 A 82 A 280 A 438 A 450 A 432 A 542 A 553 A 554 A 537 A 580 A 598 A 540 A 515 A 452 A 368 A 329 A 324 A 268 A 209 A 154 A 8,345 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 10/05/2013 SAT 61 A 32 A 31 A 30 A 58 A 183 A 292 A 315 A 413 A 570 A 597 A 556 A 593 A 620 A 580 A 599 A 580 A 472 A 350 A 300 A 286 A 287 A 275 A 152 A 8,232 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 10/06/2013 SUN 77 A 35 A 21 A 12 A 20 A 69 A 105 A 173 A 308 A 417 A 479 A 539 A 530 A 578 A 565 A 571 A 444 A 373 A 348 A 329 A 271 A 196 A 120 A 90 A 6,670 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 10/07/2013 MON 35 A 30 A 20 A 29 A 74 A 257 A 438 A 460 A 497 A 507 A 574 A 566 A 556 A 594 A 570 A 609 A 603 A 598 A 393 A 329 A 209 A 191 A 120 A 78 A 8,337 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 10/08/2013 TUE 36 A 19 A 13 A 31 A 84 A 249 A 476 A 478 A 467 A 531 A 573 A 526 A 572 A 568 A 607 A 551 A 598 A 587 A 504 A 327 A 243 A 182 A 111 A 68 A 8,401 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 10/09/2013 WED 32 A 30 A 22 A 37 A 91 A 251 A 469 A 461 A 496 A 546 A 511 A 510 A 542 A 577 A 583 A 581 A 614 A 635 A 477 A 351 A 258 A 181 A 134 A 79 A 8,468 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 10/10/2013 THU 40 A 24 A 27 A 44 A 93 A 269 A 475 A 465 A 470 A 527 A 557 A 563 A 542 A 527 A 553 A 608 A 602 A 558 A 464 A 379 A 285 A 225 A 148 A 117 A 8,562 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 01/01/2014 WED 116 A 91 A 54 A 24 A 17 A 21 A 50 A 79 A 122 A 156 A 316 A 419 A 439 A 520 A 587 A 527 A 387 A 289 A 260 A 241 A 197 A 183 A 126 A 74 A 5,295 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 01/02/2014 THU 23 A 23 A 12 A 14 A 33 A 93 A 317 A 471 A 432 A 521 A 491 A 566 A 641 A 656 A 652 A 619 A 585 A 621 A 400 A 326 A 256 A 186 A 184 A 64 A 8,186 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 01/03/2014 FRI 45 A 30 A 14 A 21 A 39 A 115 A 306 A 481 A 450 A 503 A 549 A 574 A 566 A 597 A 677 A 737 A 665 A 619 A 415 A 295 A 224 A 252 A 161 A 90 A 8,425 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 01/04/2014 SAT 58 A 51 A 16 A 23 A 27 A 73 A 129 A 186 A 290 A 457 A 494 A 584 A 570 A 496 A 523 A 495 A 418 A 370 A 286 A 215 A 248 A 154 A 167 A 95 A 6,425 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 01/05/2014 SUN 61 A 37 A 13 A 12 A 12 A 26 A 50 A 94 A 165 A 244 A 290 A 331 A 378 A 428 A 364 A 348 A 281 A 332 A 287 A 228 A 169 A 137 A 107 A 46 A 4,440 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 01/06/2014 MON 39 A 12 A 6 A 12 A 44 A 104 A 320 A 453 A 490 A 432 A 416 A 451 A 494 A 472 A 500 A 548 A 505 A 578 A 342 A 231 A 174 A 137 A 91 A 65 A 6,916 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 01/07/2014 TUE 27 A 14 A 12 A 7 A 61 A 90 A 360 A 483 A 561 A 496 A 396 A 454 A 469 A 474 A 469 A 549 A 551 A 541 A 399 A 240 A 234 A 169 A 81 A 64 A 7,201 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 01/08/2014 WED 31 A 17 A 9 A 12 A 45 A 112 A 329 A 520 A 469 A 431 A 402 A 460 A 464 A 452 A 501 A 545 A 572 A 600 A 450 A 283 A 216 A 191 A 125 A 49 A 7,285 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 01/09/2014 THU 29 A 21 A 13 A 12 A 47 A 75 A 340 A 481 A 456 A 476 A 446 A 427 A 495 A 448 A 494 A 530 A 549 A 521 A 384 A 268 A 228 A 179 A 121 A 68 A 7,108 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 01/10/2014 FRI 38 A 21 A 10 A 18 A 45 A 86 A 336 A 425 A 429 A 430 A 400 A 450 A 497 A 481 A 504 A 576 A 571 A 561 A 443 A 305 A 224 A 239 A 185 A 96 A 7,370 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 01/11/2014 SAT 51 A 28 A 12 A 12 A 34 A 45 A 138 A 214 A 270 A 397 A 439 A 511 A 517 A 568 A 506 A 528 A 380 A 455 A 351 A 225 A 284 A 225 A 174 A 115 A 6,479 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 01/12/2014 SUN 76 A 30 A 23 A 15 A 9 A 30 A 56 A 81 A 193 A 293 A 337 A 318 A 358 A 378 A 361 A 394 A 345 A 319 A 276 A 210 A 163 A 122 A 78 A 67 A 4,532 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 01/13/2014 MON 34 A 11 A 6 A 12 A 46 A 106 A 331 A 457 A 447 A 433 A 426 A 428 A 420 A 447 A 480 A 491 A 524 A 547 A 334 A 236 A 187 A 130 A 103 A 55 A 6,691 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 01/14/2014 TUE 29 A 8 A 9 A 9 A 60 A 117 A 373 A 497 A 487 A 450 A 419 A 437 A 440 A 431 A 444 A 539 A 548 A 564 A 411 A 250 A 251 A 188 A 124 A 61 A 7,146 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 01/15/2014 WED 34 A 17 A 5 A 5 A 64 A 105 A 368 A 486 A 503 A 432 A 453 A 460 C 464 C 452 C 501 C 545 C 572 C 600 C 450 C 283 C 216 C 191 C 125 C 49 C 7,380 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 04/03/2014 THU 461 A 534 A 514 A 542 A 534 A 564 A 584 A 585 A 463 A 346 A 323 A 227 A 135 A 102 A 5,914 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 04/04/2014 FRI 47 A 37 A 20 A 15 A 48 A 105 A 354 A 416 A 452 A 504 A 495 A 479 A 542 A 519 A 572 A 606 A 604 A 602 A 498 A 376 A 317 A 284 A 225 A 129 A 8,246 0-1 1-2 2-3 3-4 8-9 4-5 5-6 6-7 7-8 13-14 14-15 15-16 16-17 9-10 10-11 11-12 12-13 21-22 22-23 23-24 17-18 18-19 19-20 20-21

Page 2983 of 4069 ends

Agenda Item #6.9.

Traffic Volumes Counts 24 hour Period Hourly Counts
Dist Cnty Rte Prefix PM Leg Dir Description Date Day 0-1 1-2 2-3 3-4 8-9 4-5 5-6 6-7 7-8 13-14 14-15 15-16 16-17 9-10 10-11 11-12 12-13 21-22 22-23 23-24 17-18 18-19 19-20 20-21 24hr total 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 04/05/2014 SAT 63 A 44 A 16 A 16 A 14 A 60 A 221 A 211 A 347 A 508 A 555 A 564 A 645 A 555 A 606 A 614 A 582 A 537 A 424 A 308 A 264 A 229 A 194 A 153 A 7,730 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 04/06/2014 SUN 78 A 58 A 21 A 12 A 17 A 38 A 117 A 234 A 325 A 426 A 444 A 494 A 548 A 568 A 563 A 551 A 498 A 488 A 340 A 301 A 280 A 214 A 130 A 73 A 6,818 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 04/07/2014 MON 47 A 18 A 9 A 15 A 37 A 117 A 399 A 438 A 477 A 436 A 503 A 486 A 506 A 485 A 506 A 537 A 577 A 584 A 394 A 309 A 234 A 164 A 134 A 82 A 7,494 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 04/08/2014 TUE 38 A 11 A 6 A 15 A 59 A 124 A 382 A 438 A 535 A 773 A 814 A 837 A 784 A 851 A 739 A 811 A 851 A 861 A 610 A 407 A 416 A 306 A 168 A 105 A 10,941 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 04/09/2014 WED 49 A 18 A 22 A 27 A 86 A 185 A 584 A 640 A 712 A 770 A 738 A 788 A 830 A 845 A 772 A 908 A 914 A 814 A 654 A 448 A 439 A 271 A 202 A 99 A 11,815 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 04/10/2014 THU 78 A 29 A 13 A 35 A 96 A 180 A 570 A 669 A 791 A 779 A 837 A 791 A 785 A 809 A 790 A 926 A 882 A 837 A 620 A 424 A 361 A 311 A 221 A 119 A 11,953 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 04/11/2014 FRI 69 A 59 A 23 A 20 A 59 A 191 A 559 A 713 A 756 A 770 A 783 A 872 A 894 A 877 A 896 A 915 A 981 A 862 A 752 A 580 A 502 A 402 A 341 A 209 A 13,085 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 07/17/2014 THU 551 A 547 A 569 A 603 A 622 A 587 A 621 A 450 A 360 A 295 A 265 A 202 A 105 A 5,777 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 07/18/2014 FRI 42 A 27 A 20 A 28 A 73 A 292 A 378 A 403 A 493 A 552 A 545 A 549 A 551 A 563 A 582 A 625 A 596 A 589 A 502 A 387 A 344 A 327 A 359 A 198 A 9,025 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 07/19/2014 SAT 77 A 48 A 21 A 24 A 30 A 182 A 159 A 216 A 316 A 510 A 558 A 559 A 582 A 611 A 601 A 606 A 562 A 480 A 351 A 315 A 261 A 265 A 281 A 223 A 7,838 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 07/20/2014 SUN 98 A 46 A 25 A 19 A 23 A 37 A 90 A 161 A 207 A 359 A 430 A 490 A 505 A 569 A 584 A 568 A 507 A 457 A 330 A 281 A 270 A 201 A 149 A 96 A 6,502 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 07/21/2014 MON 58 A 28 A 10 A 10 A 66 A 274 A 393 A 455 A 492 A 518 A 505 A 559 A 547 A 538 A 598 A 587 A 580 A 631 A 406 A 347 A 277 A 215 A 132 A 102 A 8,328 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 07/22/2014 TUE 45 A 17 A 12 A 13 A 80 A 243 A 406 A 469 A 421 A 521 A 565 A 540 A 539 A 552 A 584 A 570 A 630 A 586 A 449 A 301 A 268 A 202 A 144 A 69 A 8,226 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 07/23/2014 WED 38 A 19 A 14 A 18 A 58 A 266 A 423 A 406 A 521 A 683 A 597 A 645 A 658 A 718 A 653 A 681 A 690 A 648 A 468 A 374 A 300 A 266 A 191 A 104 A 9,439 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 07/24/2014 THU 48 A 32 A 13 A 26 A 94 A 307 A 452 A 522 A 571 A 655 A 691 A 588 A 614 A 664 A 635 A 690 A 610 A 696 A 564 A 411 A 384 A 272 A 209 A 139 A 9,887 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 07/25/2014 FRI 52 A 22 A 27 A 19 A 75 A 282 A 432 A 454 A 531 A 647 A 589 A 607 A 644 A 660 A 685 A 651 A 691 A 659 A 606 A 463 A 345 A 339 A 301 A 177 A 9,958 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 07/26/2014 SAT 92 A 59 A 23 A 24 A 42 A 153 A 176 A 218 A 431 A 623 A 660 A 583 A 603 A 608 A 611 A 644 A 574 A 477 A 380 A 323 A 316 A 309 A 264 A 200 A 8,393 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 07/27/2014 SUN 102 A 54 A 28 A 17 A 13 A 44 A 89 A 140 A 241 A 396 A 471 A 601 A 600 A 572 A 623 A 578 A 516 A 469 A 376 A 312 A 316 A 394 A 466 A 148 A 7,566 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 07/28/2014 MON 49 A 29 A 22 A 17 A 89 A 284 A 524 A 582 A 751 A 1046 A 906 A 923 A 901 A 805 A 905 A 877 A 909 A 848 A 610 A 400 A 370 A 313 A 201 A 121 A 12,482 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 07/29/2014 TUE 47 A 21 A 12 A 33 A 111 A 326 A 441 A 543 A 617 A 846 A 706 A 778 A 906 A 933 A 945 A 868 A 938 A 791 A 665 A 486 A 384 A 289 A 196 A 116 A 11,998 4 NAP 029 28.75 A N ST. HELENA- ADAMS STREET 07/30/2014 WED 50 A 31 A 21 A 20 A 85 A 380 A 491 A 573 A 711 A 757 A 710 A 645 C 658 C 718 C 653 C 681 C 690 C 648 C 468 C 374 C 300 C 266 C 191 C 104 C 10,225 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 01/01/2014 WED 122 A 133 A 58 A 43 A 34 A 27 A 43 A 81 A 151 A 215 A 340 A 539 A 531 A 646 A 754 A 687 A 729 A 554 A 365 A 235 A 158 A 115 A 62 A 47 A 6,669 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 01/02/2014 THU 14 A 19 A 14 A 22 A 45 A 123 A 309 A 544 A 599 A 696 A 791 A 840 A 962 A 1056 A 1007 A 1093 A 1177 A 890 A 431 A 266 A 161 A 129 A 115 A 68 A 11,371 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 01/03/2014 FRI 24 A 10 A 25 A 32 A 58 A 121 A 335 A 543 A 582 A 623 A 632 A 727 A 815 A 995 A 717 A 1101 A 1001 A 797 A 436 A 262 A 169 A 146 A 105 A 79 A 10,335 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 01/04/2014 SAT 35 A 27 A 11 A 17 A 30 A 38 A 109 A 182 A 308 A 350 A 480 A 562 A 706 A 708 A 750 A 913 A 926 A 740 A 456 A 238 A 207 A 144 A 116 A 81 A 8,134 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 01/05/2014 SUN 52 A 26 A 14 A 20 A 18 A 34 A 75 A 161 A 219 A 320 A 332 A 466 A 476 A 522 A 432 A 405 A 459 A 471 A 314 A 152 A 137 A 82 A 63 A 38 A 5,288 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 01/06/2014 MON 19 A 9 A 10 A 24 A 54 A 148 A 372 A 571 A 774 A 603 A 611 A 732 A 659 A 737 A 620 A 657 A 631 A 588 A 309 A 155 A 124 A 77 A 51 A 35 A 8,570 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 01/07/2014 TUE 12 A 16 A 9 A 37 A 49 A 150 A 356 A 607 A 712 A 515 A 447 A 735 A 610 A 586 A 593 A 735 A 650 A 579 A 312 A 177 A 129 A 97 A 58 A 36 A 8,207 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 01/08/2014 WED 17 A 23 A 17 A 22 A 48 A 125 A 351 A 605 A 615 A 560 A 480 A 558 A 576 A 664 A 618 A 734 A 604 A 501 A 335 A 191 A 160 A 114 A 70 A 34 A 8,022 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 01/09/2014 THU 14 A 20 A 20 A 22 A 51 A 129 A 317 A 522 A 590 A 475 A 530 A 639 A 608 A 546 A 631 A 694 A 653 A 544 A 321 A 188 A 128 A 111 A 87 A 40 A 7,880 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 01/10/2014 FRI 26 A 12 A 15 A 27 A 46 A 143 A 311 A 516 A 541 A 518 A 538 A 582 A 674 A 622 A 654 A 745 A 648 A 533 A 401 A 193 A 158 A 136 A 119 A 67 A 8,225 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 01/11/2014 SAT 29 A 24 A 12 A 15 A 34 A 51 A 109 A 181 A 238 A 314 A 536 A 552 A 741 A 596 A 612 A 497 A 561 A 593 A 366 A 208 A 148 A 130 A 102 A 85 A 6,734 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 01/12/2014 SUN 59 A 31 A 18 A 15 A 26 A 36 A 67 A 142 A 192 A 321 A 340 A 344 A 388 A 463 A 491 A 386 A 470 A 401 A 293 A 170 A 124 A 88 A 58 A 33 A 4,956 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 01/13/2014 MON 10 A 6 A 10 A 23 A 45 A 169 A 337 A 553 A 557 A 532 A 536 A 592 A 585 A 584 A 494 A 832 A 598 A 491 A 304 A 174 A 123 A 88 A 46 A 24 A 7,713 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 01/14/2014 TUE 12 A 24 A 11 A 27 A 64 A 143 A 366 A 599 A 602 A 546 A 564 A 611 A 598 A 619 A 586 A 734 A 592 A 591 A 360 A 209 A 147 A 103 A 71 A 33 A 8,212 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 01/15/2014 WED 13 A 23 A 9 A 24 A 52 A 146 A 378 A 696 A 723 A 505 A 553 A 558 C 576 C 664 C 618 C 734 C 604 C 501 C 335 C 191 C 160 C 114 C 70 C 34 C 8,281 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 04/03/2014 THU 661 A 797 A 755 A 712 A 827 A 823 A 764 A 793 A 449 A 300 A 187 A 131 A 93 A 65 A 7,357 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 04/04/2014 FRI 19 A 25 A 12 A 31 A 55 A 142 A 333 A 520 A 730 A 622 A 687 A 749 A 795 A 786 A 749 A 802 A 724 A 584 A 468 A 316 A 253 A 170 A 121 A 89 A 9,782 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 04/05/2014 SAT 59 A 15 A 13 A 17 A 15 A 66 A 165 A 228 A 351 A 436 A 476 A 546 A 572 A 705 A 793 A 817 A 858 A 817 A 576 A 394 A 258 A 204 A 354 A 447 A 9,182 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 04/06/2014 SUN 55 A 41 A 26 A 21 A 24 A 39 A 85 A 193 A 295 A 508 A 625 A 674 A 618 A 737 A 713 A 744 A 594 A 646 A 430 A 308 A 262 A 444 A 223 A 53 A 8,358 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 04/07/2014 MON 30 A 13 A 16 A 22 A 55 A 147 A 412 A 559 A 686 A 608 A 706 A 1067 A 1162 A 1094 A 1164 A 1274 A 1082 A 789 A 620 A 399 A 305 A 186 A 136 A 81 A 12,613 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 04/08/2014 TUE 22 A 36 A 22 A 41 A 71 A 274 A 635 A 938 A 1079 A 883 A 900 A 993 A 1087 A 1169 A 1093 A 1160 A 1001 A 918 A 565 A 438 A 330 A 229 A 152 A 70 A 14,106 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 04/09/2014 WED 30 A 39 A 23 A 27 A 103 A 264 A 604 A 1062 A 1070 A 970 A 1014 A 1107 A 1051 A 1004 A 1088 A 1158 A 1089 A 918 A 658 A 615 A 376 A 247 A 138 A 88 A 14,743 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 04/10/2014 THU 36 A 29 A 22 A 49 A 108 A 244 A 647 A 989 A 1071 A 1005 A 955 A 1138 A 1125 A 1025 A 1072 A 1157 A 1178 A 937 A 693 A 518 A 378 A 199 A 173 A 79 A 14,827 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 04/11/2014 FRI 49 A 46 A 30 A 57 A 119 A 257 A 639 A 1052 A 1140 A 945 A 930 A 1136 A 1192 A 1174 A 1228 A 1244 A 1179 A 1027 A 753 A 593 A 398 A 286 A 242 A 164 A 15,880 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 07/17/2014 THU 605 A 618 A 631 A 618 A 650 A 584 A 542 A 456 A 330 A 366 A 175 A 103 A 73 A 5,751 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 07/18/2014 FRI 32 A 20 A 17 A 39 A 78 A 236 A 313 A 507 A 575 A 531 A 575 A 581 A 584 A 550 A 580 A 595 A 586 A 494 A 448 A 292 A 267 A 174 A 123 A 107 A 8,304 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 07/19/2014 SAT 68 A 32 A 22 A 27 A 45 A 116 A 119 A 220 A 320 A 401 A 500 A 506 A 560 A 575 A 555 A 569 A 597 A 547 A 594 A 422 A 279 A 238 A 227 A 174 A 7,713 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 07/20/2014 SUN 94 A 38 A 45 A 13 A 22 A 49 A 93 A 184 A 266 A 405 A 521 A 543 A 619 A 571 A 565 A 612 A 566 A 627 A 505 A 331 A 254 A 175 A 106 A 72 A 7,276 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 07/21/2014 MON 27 A 17 A 16 A 26 A 80 A 214 A 346 A 529 A 527 A 523 A 575 A 573 A 604 A 611 A 589 A 631 A 572 A 578 A 462 A 306 A 252 A 151 A 77 A 57 A 8,343 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 07/22/2014 TUE 18 A 35 A 17 A 22 A 69 A 245 A 336 A 490 A 517 A 550 A 528 A 531 A 595 A 573 A 565 A 564 A 576 A 526 A 420 A 302 A 224 A 158 A 84 A 60 A 8,005 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 07/23/2014 WED 29 A 27 A 8 A 29 A 54 A 239 A 346 A 507 A 559 A 537 A 518 A 557 A 549 A 544 A 590 A 701 A 577 A 507 A 413 A 311 A 257 A 166 A 90 A 58 A 8,173 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 07/24/2014 THU 32 A 32 A 11 A 23 A 68 A 234 A 353 A 474 A 569 A 553 A 601 A 611 A 633 A 629 A 682 A 759 A 646 A 555 A 472 A 298 A 224 A 175 A 138 A 77 A 8,849 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 07/25/2014 FRI 24 A 32 A 20 A 23 A 66 A 261 A 361 A 553 A 598 A 606 A 643 A 742 A 818 A 779 A 785 A 699 A 686 A 579 A 464 A 344 A 285 A 219 A 147 A 98 A 9,832 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 07/26/2014 SAT 48 A 32 A 15 A 22 A 45 A 114 A 125 A 237 A 292 A 420 A 459 A 604 A 680 A 724 A 692 A 748 A 748 A 812 A 619 A 372 A 280 A 253 A 221 A 140 A 8,702 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 07/27/2014 SUN 62 A 33 A 29 A 8 A 31 A 53 A 94 A 186 A 257 A 428 A 519 A 741 A 683 A 789 A 784 A 690 A 697 A 636 A 543 A 322 A 243 A 203 A 151 A 88 A 8,270 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 07/28/2014 MON 27 A 14 A 23 A 28 A 80 A 254 A 358 A 538 A 653 A 729 A 644 A 759 A 696 A 710 A 754 A 769 A 604 A 526 A 402 A 314 A 207 A 175 A 102 A 54 A 9,420 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 07/29/2014 TUE 27 A 25 A 14 A 31 A 64 A 237 A 350 A 538 A 620 A 629 A 622 A 742 A 692 A 761 A 726 A 776 A 595 A 556 A 393 A 306 A 199 A 195 A 125 A 59 A 9,282 4 NAP 029 28.75 A S ST. HELENA- ADAMS STREET 07/30/2014 WED 34 A 37 A 13 A 22 A 61 A 248 A 372 A 544 A 599 A 547 A 634 A 761 E 701 E 761 E 721 E 771 E 577 C 507 C 413 C 311 C 257 C 166 C 90 C 58 C 9,205 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 10/20/2016 THU 566 A 625 A 612 A 630 A 659 A 644 A 520 A 382 A 384 A 236 A 196 A 112 A 61 A 33 A 33 A 23 A 5,716 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 10/21/2016 FRI 40 A 105 A 415 A 455 A 500 A 490 A 550 A 578 A 607 A 550 A 329 A 675 A 627 A 611 A 543 A 425 A 352 A 293 A 368 A 176 A 88 A 52 A 23 A 26 A 8,878 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 10/22/2016 SAT 27 A 90 A 224 A 265 A 417 A 548 A 606 A 595 A 600 A 606 A 600 A 606 A 563 A 502 A 423 A 371 A 279 A 227 A 242 A 181 A 126 A 56 A 35 A 10 A 8,199 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 10/23/2016 SUN 20 A 37 A 100 A 147 A 242 A 384 A 439 A 649 A 672 A 711 A 630 A 590 A 533 A 441 A 379 A 313 A 245 A 190 A 154 A 91 A 37 A 25 A 25 A 9 A 7,063 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 10/24/2016 MON 52 A 123 A 388 A 420 A 510 A 524 A 564 A 559 A 580 A 589 A 629 A 602 A 630 A 572 A 478 A 247 A 241 A 187 A 151 A 83 A 41 A 38 A 34 A 9 A 8,251 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 10/25/2016 TUE 26 A 41 A 112 A 154 A 249 A 404 A 452 A 651 A 679 A 724 A 639 A 598 A 546 A 448 A 389 A 361 A 274 A 198 A 168 A 101 A 89 A 38 A 29 A 4 A 7,374 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 10/26/2016 WED 28 A 44 A 122 A 157 A 251 A 420 A 455 A 654 A 683 A 729 A 641 A 605 A 549 A 449 A 392 A 365 A 279 A 201 A 171 A 106 A 98 A 51 A 30 A 8 A 7,488 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 10/27/2016 THU 29 A 46 A 127 A 158 A 256 A 477 A 659 A 686 A 734 A 648 A 608 A 552 A 396 A 366 A 281 A 255 A 182 A 109 A 99 A 62 A 42 A 9 A 0 A 4 A 6,785 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 01/17/2017 TUE 659 A 688 A 627 A 774 A 679 A 688 A 498 A 343 A 287 A 211 A 133 A 52 A 5,639 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 01/18/2017 WED 59 A 20 A 10 A 25 A 57 A 160 A 434 A 587 A 668 A 653 A 673 A 573 A 596 A 565 A 578 A 621 A 703 A 601 A 426 A 298 A 254 A 175 A 135 A 72 A 8,943 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 01/19/2017 THU 29 A 24 A 12 A 27 A 45 A 126 A 393 A 500 A 598 A 569 A 576 A 518 A 583 A 581 A 572 A 615 A 665 A 645 A 493 A 308 A 257 A 208 A 154 A 84 A 8,582 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 01/20/2017 FRI 37 A 31 A 23 A 24 A 50 A 142 A 363 A 517 A 579 A 577 A 563 A 579 A 539 A 544 A 632 A 655 A 627 A 666 A 587 A 428 A 355 A 295 A 230 A 134 A 9,177 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 01/21/2017 SAT 84 A 57 A 26 A 18 A 38 A 44 A 150 A 202 A 345 A 413 A 516 A 508 A 529 A 580 A 591 A 577 A 504 A 453 A 392 A 251 A 231 A 195 A 170 A 108 A 6,982 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 01/22/2017 SUN 57 A 46 A 27 A 13 A 22 A 38 A 54 A 102 A 213 A 295 A 327 A 412 A 408 A 443 A 489 A 447 A 315 A 258 A 279 A 245 A 188 A 161 A 120 A 85 A 5,044 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 01/23/2017 MON 60 A 19 A 14 A 13 A 44 A 170 A 463 A 580 A 660 A 598 A 508 A 545 A 547 A 493 A 563 A 599 A 718 A 675 A 442 A 265 A 224 A 180 A 177 A 56 A 8,613 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 01/24/2017 TUE 26 A 29 A 15 A 12 A 33 A 190 A 446 A 515 A 599 A 602 A 535 A 583 A 555 A 595 A 561 A 646 A 672 A 692 A 477 A 310 A 342 A 192 A 130 A 99 A 8,856 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 01/25/2017 WED 40 A 25 A 13 A 25 A 66 A 175 A 576 A 594 A 1,514 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 04/11/2017 TUE 851 A 774 A 745 A 649 A 655 A 697 A 673 A 617 A 499 A 354 A 297 A 204 A 169 A 61 A 7,245 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 04/12/2017 WED 35 A 19 A 16 A 27 A 63 A 72 A 0 A 0 A 0 A 1 A 0 A 188 A 557 A 572 A 626 A 626 A 648 A 696 A 458 A 346 A 326 A 246 A 178 A 86 A 5,786 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 04/13/2017 THU 55 A 31 A 19 A 44 A 80 A 176 A 527 A 545 A 622 A 592 A 656 A 583 A 590 A 567 A 641 A 659 A 648 A 600 A 443 A 353 A 346 A 234 A 183 A 95 A 9,289 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 04/14/2017 FRI 51 A 40 A 25 A 20 A 56 A 144 A 373 A 410 A 503 A 510 A 553 A 542 A 535 A 565 A 557 A 649 A 568 A 549 A 473 A 367 A 332 A 260 A 175 A 117 A 8,374 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 04/15/2017 SAT 66 A 35 A 33 A 18 A 24 A 78 A 209 A 213 A 345 A 487 A 528 A 469 A 531 A 554 A 557 A 557 A 477 A 417 A 354 A 263 A 261 A 248 A 193 A 126 A 7,043 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 04/16/2017 SUN 63 A 42 A 32 A 15 A 12 A 34 A 68 A 112 A 174 A 283 A 391 A 447 A 481 A 427 A 472 A 406 A 357 A 321 A 245 A 219 A 227 A 149 A 109 A 53 A 5,139 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 04/17/2017 MON 40 A 22 A 9 A 19 A 59 A 156 A 423 A 428 A 385 A 479 A 456 A 476 A 509 A 502 A 525 A 549 A 562 A 531 A 349 A 264 A 231 A 155 A 123 A 54 A 7,306 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 04/18/2017 TUE 38 A 15 A 14 A 23 A 44 A 165 A 436 A 453 A 481 A 425 A 520 A 517 A 506 A 497 A 511 A 526 A 610 A 573 A 375 A 225 A 272 A 204 A 112 A 71 A 7,613 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 04/19/2017 WED 39 A 17 A 14 A 23 A 62 A 168 A 486 A 475 A 535 A 484 A 509 A 486 A 471 A 551 A 528 A 602 A 573 A 569 A 401 A 430 A 504 A 315 A 212 A 122 A 8,576 4 NAP 029 28.75 A N ST. HELENA, ADAMS STREET 04/20/2017 THU 53 A 31 A 25 A 46 A 124 A 274 A 742 A 776 A 840 A 910 A 656 C 583 C 590 C 567 C 641 C 659 C 648 C 600 C 443 C 353 C 346 C 234 C 183 C 95 C 10,419 Page 2984 of 4069 Agenda Item #6.9.

APPENDIX C
Synchro & Signal Warrant Worksheets
Agenda Item #6.9.

Page 2986 of 4069 ends

HCM 6th Signalized Intersection Summary Existing Conditions 1: Main St & Madrona Ave/Fulton Ln Timing Plan: AM Peak Hour Hunter Subdivision 5:00 pm 04/17/2018 Existing Conditions Synchro 10 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 89 39 40 12 52 70 37 588 18 92 517 84 Future Volume (veh/h) 89 39 40 12 52 70 37 588 18 92 517 84 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.98 0.95 0.98 0.95 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 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1318 Adj Flow Rate, veh/h 100 44 45 13 58 79 42 661 20 103 581 94 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 218 84 66 75 126 153 335 843 26 341 733 119
Arrive On Green 0.18 0.18 0.18 0.18 0.18 0.18 0.66 0.66 0.66 0.66 0.66 0.66 Sat Flow, veh/h 724 474 374 65 708 861 758 1273 39 753 1106 179 Grp Volume(v), veh/h 189 0 0 150 0 0 42 0 681 103 0 675 Grp Sat Flow(s),veh/h/ln 1573 0 0 1634 0 0 758 0 1311 753 0 1285 Q Serve(g_s), s 1.3 0.0 0.0 0.0 0.0 0.0 2.6 0.0 22.6 6.9 0.0 23.1 Cycle Q Clear(g_c), s 6.4 0.0 0.0 5.1 0.0 0.0 25.7 0.0 22.6 29.4 0.0 23.1 Prop In Lane 0.53 0.24 0.09 0.53 1.00 0.03 1.00 0.14
Lane Grp Cap(c), veh/h 368 0 0 353 0 0 335 0 868 341 0 851 V/C Ratio(X) 0.51 0.00 0.00 0.42 0.00 0.00 0.13 0.00 0.78 0.30 0.00 0.79 Avail Cap(c_a), veh/h 774 0 0 818 0 0 716 0 1527 719 0 1496 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 23.4 0.0 0.0 23.0 0.0 0.0 16.6 0.0 7.3 17.7 0.0 7.4 Incr Delay (d2), s/veh 0.8 0.0 0.0 0.6 0.0 0.0 0.2 0.0 2.3 0.7 0.0 2.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 0.0 0.0 2.0 0.0 0.0 0.4 0.0 5.0 1.1 0.0 4.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.2 0.0 0.0 23.6 0.0 0.0 16.8 0.0 9.6 18.4 0.0 9.9 LnGrp LOS C A A C A A B A A B A A
Approach Vol, veh/h 189 150 723 778
Approach Delay, s/veh 24.2 23.6 10.0 11.0
Approach LOS C C B B
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 45.7 16.2 45.7 16.2
Change Period (Y+Rc), s * 4.7 * 5.2 * 4.7 * 5.2
Max Green Setting (Gmax), s * 72 * 29 * 72 * 29
Max Q Clear Time (g_c+I1), s 27.7 8.4 31.4 7.1
Green Ext Time (p_c), s 9.6 0.9 9.5 0.7
Intersection Summary
HCM 6th Ctrl Delay 13.0
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Agenda Item #6.9.

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HCM 6th Signalized Intersection Summary Existing Conditions 2: Main St & Adams St Timing Plan: AM Peak Hour
Hunter Subdivision 5:00 pm 04/17/2018 Existing Conditions Synchro 10 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 55 89 33 29 62 33 50 555 46 43 480 46 Future Volume (veh/h) 55 89 33 29 62 33 50 555 46 43 480 46 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.95 0.91 0.96 0.93 1.00 0.99 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 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1318 Adj Flow Rate, veh/h 60 97 36 32 67 36 54 603 50 47 522 50 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, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 137 186 59 107 193 87 144 645 53 133 629 60
Arrive On Green 0.20 0.20 0.20 0.20 0.20 0.20 0.08 0.54 0.54 0.08 0.53 0.53 Sat Flow, veh/h 371 939 300 237 977 442 1767 1200 99 1767 1183 113 Grp Volume(v), veh/h 193 0 0 135 0 0 54 0 653 47 0 572
Grp Sat Flow(s),veh/h/ln1610 0 0 1656 0 0 1767 0 1299 1767 0 1297 Q Serve(g_s), s 2.7 0.0 0.0 0.0 0.0 0.0 2.2 0.0 34.7 1.9 0.0 27.5 Cycle Q Clear(g_c), s 7.7 0.0 0.0 5.0 0.0 0.0 2.2 0.0 34.7 1.9 0.0 27.5 Prop In Lane 0.31 0.19 0.24 0.27 1.00 0.08 1.00 0.09
Lane Grp Cap(c), veh/h 381 0 0 387 0 0 144 0 699 133 0 689 V/C Ratio(X) 0.51 0.00 0.00 0.35 0.00 0.00 0.38 0.00 0.93 0.35 0.00 0.83 Avail Cap(c_a), veh/h 572 0 0 580 0 0 380 0 1048 380 0 1046 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 26.9 0.0 0.0 26.0 0.0 0.0 32.4 0.0 16.0 32.7 0.0 14.6 Incr Delay (d2), s/veh 0.4 0.0 0.0 0.2 0.0 0.0 0.6 0.0 8.7 0.6 0.0 2.1 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/ln3.1 0.0 0.0 2.1 0.0 0.0 0.9 0.0 10.7 0.8 0.0 7.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.3 0.0 0.0 26.2 0.0 0.0 33.0 0.0 24.7 33.3 0.0 16.7 LnGrp LOS C A A C A A C A C C A B
Approach Vol, veh/h 193 135 707 619
Approach Delay, s/veh 27.3 26.2 25.3 17.9
Approach LOS C C C B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s10.8 44.2 19.4 10.3 44.7 19.4
Change Period (Y+Rc), s* 4.7 * 4.7 * 4.7 * 4.7 * 4.7 * 4.7 Max Green Setting (Gmax), s * 16 * 60 * 24 * 16 * 60 * 24 Max Q Clear Time (g_c+I1), s 4.2 29.5 7.0 3.9 36.7 9.7
Green Ext Time (p_c), s 0.0 2.8 0.3 0.0 3.3 0.4
Intersection Summary
HCM 6th Ctrl Delay 22.9
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Agenda Item #6.9.

Page 2988 of 4069 ends

HCM 6th TWSC Existing Conditions
3: Main St & Hunt Ave Timing Plan: AM Peak Hour
Hunter Subdivision 5:00 pm 04/17/2018 Existing Conditions Synchro 10 Report

Page 3 ends

Intersection
Int Delay, s/veh 0.7
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 27 18 633 94 20 522
Future Vol, veh/h 27 18 633 94 20 522
Conflicting Peds, #/hr 0 2 0 5 5 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 85 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 96 96 96 96 96 96
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 28 19 659 98 21 544
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1299 715 0 0 762 0
Stage 1 713 - - - - -
Stage 2 586 - - - - -
Critical Hdwy 6.43 6.23 - - 4.13 -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 - - 2.227 -
Pot Cap-1 Maneuver 177 429 - - 846 -
Stage 1 484 - - - - -
Stage 2 554 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 172 426 - - 842 -
Mov Cap-2 Maneuver 311 - - - - -
Stage 1 482 - - - - -
Stage 2 540 - - - - -
Approach WB NB SB
HCM Control Delay, s 16.9 0 0.3

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 349 842 -
HCM Lane V/C Ratio - - 0.134 0.025 -
HCM Control Delay (s) - - 16.9 9.4 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 0.5 0.1 -
Agenda Item #6.9.

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HCM 6th Signalized Intersection Summary Existing Conditions 4: Main St & Mitchell Dr/Pope Street Timing Plan: AM Peak Hour Hunter Subdivision 5:00 pm 04/17/2018 Existing Conditions Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 168 175 33 122 77 605 50 76 469 4 Future Volume (veh/h) 0 0 168 175 33 122 77 605 50 76 469 4 Initial Q (Qb), veh 0 0 0 0 0 0 0 50 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.85 1.00 0.91 1.00 0.97 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 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1318 Adj Flow Rate, veh/h 0 0 181 188 35 131 83 651 54 82 504 4 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, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 0 121 186 231 43 221 111 693 21 111 712 6
Arrive On Green 0.00 0.00 0.07 0.15 0.15 0.15 0.06 0.55 0.55 0.06 0.54 0.54 Sat Flow, veh/h 0 1856 1332 1501 279 1434 1767 1198 99 1767 1306 10 Grp Volume(v), veh/h 0 0 181 223 0 131 83 0 705 82 0 508 Grp Sat Flow(s),veh/h/ln 0 1856 1332 1780 0 1434 1767 0 1297 1767 0 1316 Q Serve(g_s), s 0.0 0.0 9.0 16.7 0.0 11.7 6.4 0.0 74.6 6.3 0.0 39.4 Cycle Q Clear(g_c), s 0.0 0.0 9.0 16.7 0.0 11.7 6.4 0.0 74.6 6.3 0.0 39.4 Prop In Lane 0.00 1.00 0.84 1.00 1.00 0.08 1.00 0.01
Lane Grp Cap(c), veh/h 0 121 186 274 0 221 111 0 714 111 0 717 V/C Ratio(X) 0.00 0.00 0.97 0.81 0.00 0.59 0.75 0.00 0.99 0.74 0.00 0.71 Avail Cap(c_a), veh/h 0 121 186 453 0 365 321 0 707 321 0 717 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 60.1 56.3 0.0 54.2 63.4 0.0 31.3 63.4 0.0 23.2 Incr Delay (d2), s/veh 0.0 0.0 58.3 5.8 0.0 2.5 3.8 0.0 30.7 3.6 0.0 2.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 246.4 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 9.4 8.0 0.0 4.4 3.0 0.0 78.1 3.0 0.0 12.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 118.5 62.0 0.0 56.7 67.2 0.0 308.4 67.0 0.0 26.0 LnGrp LOS A A F E A E E A F E A C
Approach Vol, veh/h 181 354 788 590
Approach Delay, s/veh 118.5 60.1 283.0 31.7
Approach LOS F E F C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 12.3 82.7 28.9 12.3 82.7 13.7
Change Period (Y+Rc), s 3.7 * 7.7 * 7.7 3.7 * 7.7 4.7
Max Green Setting (Gmax), s 25.0 * 75 * 35 25.0 * 75 9.0 Max Q Clear Time (g_c+I1), s 8.4 41.4 18.7 8.3 76.6 11.0 Green Ext Time (p_c), s 0.1 2.4 1.7 0.1 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 148.7
HCM 6th LOS F
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Agenda Item #6.9.

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HCM 6th TWSC Existing Conditions
5: Railroad Ave & Fulton Ln Timing Plan: AM Peak Hour
Hunter Subdivision 5:00 pm 04/17/2018 Existing Conditions Synchro 10 Report

Page 5 ends

Intersection
Int Delay, s/veh 4.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 13 130 10 14 109 12
Future Vol, veh/h 13 130 10 14 109 12
Conflicting Peds, #/hr 0 2 2 0 1 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 83 83 83 83 83 83
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 16 157 12 17 131 14
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 175 0 139 98
Stage 1 - - - - 97 -
Stage 2 - - - - 42 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1395 - 852 955
Stage 1 - - - - 924 -
Stage 2 - - - - 978 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1392 - 842 952
Mov Cap-2 Maneuver - - - - 842 -
Stage 1 - - - - 922 -
Stage 2 - - - - 968 -
Approach EB WB NB
HCM Control Delay, s 0 3.2 10.1

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 852 - - 1392 -
HCM Lane V/C Ratio 0.171 - - 0.009 -
HCM Control Delay (s) 10.1 - - 7.6 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 0.6 - - 0 -
Agenda Item #6.9.

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HCM 6th AWSC Existing Conditions
6: Railroad Ave & Adams St Timing Plan: AM Peak Hour
Hunter Subdivision 5:00 pm 04/17/2018 Existing Conditions Synchro 10 Report

Page 6 ends

Intersection
Intersection Delay, s/veh 10
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 18 90 70 15 47 34 71 101 55 59 65 12 Future Vol, veh/h 18 90 70 15 47 34 71 101 55 59 65 12
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 21 105 81 17 55 40 83 117 64 69 76 14
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 10 9.1 10.6 9.7

HCM LOS A A B A

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 31% 10% 16% 43%
Vol Thru, % 44% 51% 49% 48%
Vol Right, % 24% 39% 35% 9%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 227 178 96 136
LT Vol 71 18 15 59
Through Vol 101 90 47 65
RT Vol 55 70 34 12
Lane Flow Rate 264 207 112 158
Geometry Grp 1 1 1 1
Degree of Util (X) 0.356 0.282 0.158 0.224
Departure Headway (Hd) 4.858 4.912 5.08 5.106
Convergence, Y/N Yes Yes Yes Yes
Cap 734 722 697 696
Service Time 2.939 2.999 3.178 3.197
HCM Lane V/C Ratio 0.36 0.287 0.161 0.227
HCM Control Delay 10.6 10 9.1 9.7
HCM Lane LOS B A A A
HCM 95th-tile Q 1.6 1.2 0.6 0.9
Agenda Item #6.9.

Page 2992 of 4069 ends

HCM 6th TWSC Existing Conditions
7: Railroad Ave & Hunt Ave Timing Plan: AM Peak Hour
Hunter Subdivision 5:00 pm 04/17/2018 Existing Conditions Synchro 10 Report

Page 7 ends

Intersection
Int Delay, s/veh 5.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 50 51 13 3 28 183 5 3 10 132 4 10
Future Vol, veh/h 50 51 13 3 28 183 5 3 10 132 4 10
Conflicting Peds, #/hr 15 0 15 15 0 15 0 0 4 4 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 83 83 83 83 83 83 83 83 83 83 83 83
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 60 61 16 4 34 220 6 4 12 159 5 12
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 269 0 0 92 0 0 365 481 88 368 379 159 Stage 1 - - - - - - 204 204 - 167 167 -
Stage 2 - - - - - - 161 277 - 201 212 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1289 - - 1496 - - 589 483 968 587 552 884 Stage 1 - - - - - - 796 731 - 833 758 -
Stage 2 - - - - - - 839 679 - 799 725 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1271 - - 1475 - - 546 445 951 543 509 871 Mov Cap-2 Maneuver - - - - - - 546 445 - 543 509 -
Stage 1 - - - - - - 746 686 - 781 745 -
Stage 2 - - - - - - 820 667 - 743 680 -
Approach EB WB NB SB
HCM Control Delay, s 3.5 0.1 10.5 14.4

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 681 1271 - - 1475 - - 556
HCM Lane V/C Ratio 0.032 0.047 - - 0.002 - - 0.316
HCM Control Delay (s) 10.5 8 0 - 7.4 0 - 14.4
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 1.4
Agenda Item #6.9.

Page 2993 of 4069 ends

HCM 6th TWSC Existing Conditions
8: Library Ln & Adams St Timing Plan: AM Peak Hour
Hunter Subdivision 5:00 pm 04/17/2018 Existing Conditions Synchro 10 Report

Page 8 ends

Intersection
Int Delay, s/veh 2.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 37 82 29 0 25 2 8 0 0 0 0 9
Future Vol, veh/h 37 82 29 0 25 2 8 0 0 0 0 9
Conflicting Peds, #/hr 5 0 3 3 0 5 1 0 2 2 0 1
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 76 76 76 76 76 76 76 76 76 76 76 76
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 49 108 38 0 33 3 11 0 0 0 0 12
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 41 0 0 149 0 0 270 269 132 267 287 41 Stage 1 - - - - - - 228 228 - 40 40 -
Stage 2 - - - - - - 42 41 - 227 247 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1562 - - 1426 - - 681 636 915 684 621 1027 Stage 1 - - - - - - 772 714 - 972 860 -
Stage 2 - - - - - - 970 859 - 773 700 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1555 - - 1422 - - 653 609 911 662 595 1021 Mov Cap-2 Maneuver - - - - - - 653 609 - 662 595 -
Stage 1 - - - - - - 743 688 - 934 856 -
Stage 2 - - - - - - 958 855 - 745 674 -
Approach EB WB NB SB
HCM Control Delay, s 1.8 0 10.6 8.6

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 653 1555 - - 1422 - - 1021
HCM Lane V/C Ratio 0.016 0.031 - - - - - 0.012
HCM Control Delay (s) 10.6 7.4 0 - 0 - - 8.6
HCM Lane LOS B A A - A - - A
HCM 95th %tile Q(veh) 0 0.1 - - 0 - - 0
Agenda Item #6.9.

Page 2994 of 4069 ends

HCM 6th AWSC Existing Conditions
9: Starr Ave & Hunt Ave Timing Plan: AM Peak Hour
Hunter Subdivision 5:00 pm 04/17/2018 Existing Conditions Synchro 10 Report

Page 9 ends

Intersection
Intersection Delay, s/veh 7.6
Intersection LOS A
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 12 65 11 21 81 8
Future Vol, veh/h 12 65 11 21 81 8
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 14 76 13 25 95 9
Number of Lanes 1 0 0 1 1 0
Approach EB WB NB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left NB EB
Conflicting Lanes Left 0 1 1
Conflicting Approach Right NB WB
Conflicting Lanes Right 1 0 1
HCM Control Delay 7.1 7.6 8

HCM LOS A A A

Lane NBLn1 EBLn1 WBLn1
Vol Left, % 91% 0% 34%
Vol Thru, % 0% 16% 66%
Vol Right, % 9% 84% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 89 77 32
LT Vol 81 0 11
Through Vol 0 12 21
RT Vol 8 65 0
Lane Flow Rate 105 91 38
Geometry Grp 1 1 1
Degree of Util (X) 0.125 0.092 0.045
Departure Headway (Hd) 4.3 3.656 4.274
Convergence, Y/N Yes Yes Yes
Cap 830 967 829
Service Time 2.344 1.73 2.348
HCM Lane V/C Ratio 0.127 0.094 0.046
HCM Control Delay 8 7.1 7.6
HCM Lane LOS A A A
HCM 95th-tile Q 0.4 0.3 0.1
Agenda Item #6.9.

Page 2995 of 4069 ends

HCM 6th TWSC Existing Conditions
10: Pope Street & Starr Ave Timing Plan: AM Peak Hour
Hunter Subdivision 5:00 pm 04/17/2018 Existing Conditions Synchro 10 Report

Page 10 ends

Intersection
Int Delay, s/veh 2.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 9 185 365 60 66 25
Future Vol, veh/h 9 185 365 60 66 25
Conflicting Peds, #/hr 4 0 0 4 0 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 10 208 410 67 74 28
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 481 0 - 0 676 449
Stage 1 - - - - 448 -
Stage 2 - - - - 228 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1076 - - - 417 608
Stage 1 - - - - 642 -
Stage 2 - - - - 808 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1072 - - - 409 605
Mov Cap-2 Maneuver - - - - 409 -
Stage 1 - - - - 632 -
Stage 2 - - - - 805 -
Approach EB WB SB
HCM Control Delay, s 0.4 0 15.4

HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1072 - - - 449
HCM Lane V/C Ratio 0.009 - - - 0.228
HCM Control Delay (s) 8.4 0 - - 15.4
HCM Lane LOS A A - - C
HCM 95th %tile Q(veh) 0 - - - 0.9
Agenda Item #6.9.

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HCM 6th TWSC Existing Conditions
11: College Ave/Paseo Grand Dr & Pope Street Timing Plan: AM Peak Hour Hunter Subdivision 5:00 pm 04/17/2018 Existing Conditions Synchro 10 Report

Page 11 ends

Intersection
Int Delay, s/veh 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 13 126 114 88 262 8 119 0 48 8 1 17
Future Vol, veh/h 13 126 114 88 262 8 119 0 48 8 1 17
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 85 - - 90 - - 110 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 15 143 130 100 298 9 135 0 55 9 1 19
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 307 0 0 273 0 0 751 745 208 769 806 303 Stage 1 - - - - - - 238 238 - 503 503 -
Stage 2 - - - - - - 513 507 - 266 303 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1248 - - 1284 - - 326 341 830 317 314 734 Stage 1 - - - - - - 763 706 - 549 540 -
Stage 2 - - - - - - 542 538 - 737 662 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1248 - - 1284 - - 295 311 830 276 286 734 Mov Cap-2 Maneuver - - - - - - 295 311 - 276 286 -
Stage 1 - - - - - - 754 698 - 542 498 -
Stage 2 - - - - - - 486 496 - 680 654 -
Approach EB WB NB SB
HCM Control Delay, s 0.4 2 22.1 13.2

HCM LOS C B
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 295 830 1248 - - 1284 - - 467
HCM Lane V/C Ratio 0.458 0.066 0.012 - - 0.078 - - 0.063 HCM Control Delay (s) 27.1 9.6 7.9 - - 8 - - 13.2
HCM Lane LOS D A A - - A - - B
HCM 95th %tile Q(veh) 2.3 0.2 0 - - 0.3 - - 0.2
Agenda Item #6.9.

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HCM 6th TWSC Existing Conditions
12: Silverado Trail & Pope Street Timing Plan: AM Peak Hour Hunter Subdivision 5:00 pm 04/17/2018 Existing Conditions Synchro 10 Report

Page 12 ends

Intersection
Int Delay, s/veh 3.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 102 74 179 428 316 206
Future Vol, veh/h 102 74 179 428 316 206
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 100 - - 225
Veh in Median Storage, # 2 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 96 96 96 96 96 96
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 106 77 186 446 329 215
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1147 329 544 0 - 0
Stage 1 329 - - - - -
Stage 2 818 - - - - -
Critical Hdwy 6.43 6.23 4.13 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.227 - - -
Pot Cap-1 Maneuver 219 710 1020 - - -
Stage 1 727 - - - - -
Stage 2 432 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 179 710 1020 - - -
Mov Cap-2 Maneuver 365 - - - - -
Stage 1 595 - - - - -
Stage 2 432 - - - - -
Approach EB NB SB
HCM Control Delay, s 18 2.7 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1020 - 459 - -
HCM Lane V/C Ratio 0.183 - 0.399 - -
HCM Control Delay (s) 9.3 - 18 - -
HCM Lane LOS A - C - -
HCM 95th %tile Q(veh) 0.7 - 1.9 - -
Agenda Item #6.9.

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HCM 6th TWSC Existing Conditions
13: Silverado Trail & Howell Mountain Rd Timing Plan: AM Peak Hour Hunter Subdivision 5:00 pm 04/17/2018 Existing Conditions Synchro 10 Report

Page 13 ends

Intersection
Int Delay, s/veh 0.5
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 26 4 491 39 4 496
Future Vol, veh/h 26 4 491 39 4 496
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 50 100 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 27 4 506 40 4 511
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1025 506 0 0 546 0
Stage 1 506 - - - - -
Stage 2 519 - - - - -
Critical Hdwy 6.43 6.23 - - 4.13 -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 - - 2.227 -
Pot Cap-1 Maneuver 259 564 - - 1018 -
Stage 1 603 - - - - -
Stage 2 595 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 258 564 - - 1018 -
Mov Cap-2 Maneuver 391 - - - - -
Stage 1 603 - - - - -
Stage 2 593 - - - - -
Approach WB NB SB
HCM Control Delay, s 14.5 0 0.1

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 408 1018 -
HCM Lane V/C Ratio - - 0.076 0.004 -
HCM Control Delay (s) - - 14.5 8.6 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.2 0 -
Agenda Item #6.9.

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HCM 6th Signalized Intersection Summary Existing Conditions 1: Main St & Madrona Ave/Fulton Ln Timing Plan: PM Peak Hour Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 109 29 17 10 36 152 20 637 16 60 583 53 Future Volume (veh/h) 109 29 17 10 36 152 20 637 16 60 583 53 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1329 1329 1329 1870 1329 Adj Flow Rate, veh/h 111 30 17 10 37 155 20 650 16 61 595 54 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 263 66 27 72 63 228 477 830 20 280 1086 99
Arrive On Green 0.18 0.18 0.18 0.18 0.18 0.18 0.64 0.64 0.64 0.64 0.64 0.64 Sat Flow, veh/h 850 361 146 34 342 1239 782 1291 32 547 1689 153 Grp Volume(v), veh/h 158 0 0 202 0 0 20 0 666 61 0 649
Grp Sat Flow(s),veh/h/ln 1357 0 0 1614 0 0 782 0 1323 547 0 1842 Q Serve(g_s), s 0.0 0.0 0.0 0.6 0.0 0.0 0.8 0.0 20.7 5.2 0.0 11.1 Cycle Q Clear(g_c), s 6.0 0.0 0.0 6.6 0.0 0.0 11.9 0.0 20.7 25.8 0.0 11.1 Prop In Lane 0.70 0.11 0.05 0.77 1.00 0.02 1.00 0.08
Lane Grp Cap(c), veh/h 357 0 0 363 0 0 477 0 851 280 0 1185 V/C Ratio(X) 0.44 0.00 0.00 0.56 0.00 0.00 0.04 0.00 0.78 0.22 0.00 0.55 Avail Cap(c_a), veh/h 780 0 0 880 0 0 960 0 1667 617 0 2322 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.3 0.0 0.0 21.7 0.0 0.0 8.9 0.0 7.3 16.6 0.0 5.6 Incr Delay (d2), s/veh 0.6 0.0 0.0 1.0 0.0 0.0 0.1 0.0 2.3 0.6 0.0 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 0.0 0.0 2.5 0.0 0.0 0.1 0.0 4.6 0.6 0.0 2.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 22.0 0.0 0.0 22.7 0.0 0.0 9.0 0.0 9.6 17.2 0.0 6.2 LnGrp LOS C A A C A A A A A B A A
Approach Vol, veh/h 158 202 686 710
Approach Delay, s/veh 22.0 22.7 9.6 7.1
Approach LOS C C A A
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 41.4 15.7 41.4 15.7
Change Period (Y+Rc), s * 4.7 * 5.2 * 4.7 * 5.2
Max Green Setting (Gmax), s * 72 * 29 * 72 * 29
Max Q Clear Time (g_c+I1), s 22.7 8.0 27.8 8.6
Green Ext Time (p_c), s 9.1 0.8 8.9 1.0
Intersection Summary
HCM 6th Ctrl Delay 11.2
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Agenda Item #6.9.

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HCM 6th Signalized Intersection Summary Existing Conditions 2: Main St & Adams St Timing Plan: PM Peak Hour
Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 78 100 26 64 71 61 29 534 34 69 508 33 Future Volume (veh/h) 78 100 26 64 71 61 29 534 34 69 508 33 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.93 0.87 0.97 0.84 1.00 0.90 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1329 1329 1870 1329 1329 Adj Flow Rate, veh/h 80 103 27 66 73 63 30 551 35 71 524 34 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 175 201 45 153 155 109 101 597 38 169 646 42 Arrive On Green 0.22 0.22 0.22 0.22 0.22 0.22 0.06 0.49 0.49 0.10 0.53 0.53 Sat Flow, veh/h 476 909 204 390 699 494 1781 1227 78 1781 1230 80 Grp Volume(v), veh/h 210 0 0 202 0 0 30 0 586 71 0 558
Grp Sat Flow(s),veh/h/ln1590 0 0 1583 0 0 1781 0 1305 1781 0 1310 Q Serve(g_s), s 0.4 0.0 0.0 0.0 0.0 0.0 1.2 0.0 30.0 2.7 0.0 25.2 Cycle Q Clear(g_c), s 7.7 0.0 0.0 7.4 0.0 0.0 1.2 0.0 30.0 2.7 0.0 25.2 Prop In Lane 0.38 0.13 0.33 0.31 1.00 0.06 1.00 0.06
Lane Grp Cap(c), veh/h 421 0 0 417 0 0 101 0 635 169 0 688 V/C Ratio(X) 0.50 0.00 0.00 0.48 0.00 0.00 0.30 0.00 0.92 0.42 0.00 0.81 Avail Cap(c_a), veh/h 587 0 0 581 0 0 398 0 1093 398 0 1097 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 24.7 0.0 0.0 24.7 0.0 0.0 32.4 0.0 17.1 30.5 0.0 14.1 Incr Delay (d2), s/veh 0.3 0.0 0.0 0.3 0.0 0.0 0.6 0.0 4.4 0.6 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.1 0.0 0.0 3.0 0.0 0.0 0.5 0.0 8.8 1.2 0.0 6.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.0 0.0 0.0 25.0 0.0 0.0 33.0 0.0 21.5 31.2 0.0 15.1 LnGrp LOS C A A C A A C A C C A B
Approach Vol, veh/h 210 202 616 629
Approach Delay, s/veh 25.0 25.0 22.1 16.9
Approach LOS C C C B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s8.7 42.3 20.5 11.5 39.6 20.5
Change Period (Y+Rc), s* 4.7 * 4.7 * 4.7 * 4.7 * 4.7 * 4.7 Max Green Setting (Gmax), s * 16 * 60 * 24 * 16 * 60 * 24 Max Q Clear Time (g_c+I1), s 3.2 27.2 9.4 4.7 32.0 9.7
Green Ext Time (p_c), s 0.0 2.8 0.5 0.0 2.9 0.5
Intersection Summary
HCM 6th Ctrl Delay 20.8
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Agenda Item #6.9.

Page 3001 of 4069 ends

HCM 6th TWSC Existing Conditions
3: Main St & Hunt Ave Timing Plan: PM Peak Hour
Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

Page 3 ends

Intersection
Int Delay, s/veh 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 31 23 574 66 27 571
Future Vol, veh/h 31 23 574 66 27 571
Conflicting Peds, #/hr 12 12 0 1 54 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 85 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 33 24 604 69 28 601
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1362 705 0 0 727 0
Stage 1 693 - - - - -
Stage 2 669 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 163 436 - - 876 -
Stage 1 496 - - - - -
Stage 2 509 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 148 409 - - 831 -
Mov Cap-2 Maneuver 286 - - - - -
Stage 1 471 - - - - -
Stage 2 486 - - - - -
Approach WB NB SB
HCM Control Delay, s 18.3 0 0.4

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 328 831 -
HCM Lane V/C Ratio - - 0.173 0.034 -
HCM Control Delay (s) - - 18.3 9.5 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 0.6 0.1 -
Agenda Item #6.9.

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HCM 6th Signalized Intersection Summary Existing Conditions 4: Main St & Mitchell Dr/Pope Street Timing Plan: PM Peak Hour Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 191 139 26 91 83 549 51 85 513 4 Future Volume (veh/h) 0 0 191 139 26 91 83 549 51 85 513 4 Initial Q (Qb), veh 0 0 0 0 0 0 0 50 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.92 1.00 0.93 1.00 0.95 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1329 1329 1870 1329 1329 Adj Flow Rate, veh/h 0 0 203 148 28 97 88 584 54 90 546 4 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 0 126 200 192 36 188 115 720 22 116 740 5
Arrive On Green 0.00 0.00 0.08 0.13 0.13 0.13 0.07 0.51 0.51 0.07 0.51 0.51 Sat Flow, veh/h 0 1870 1462 1509 286 1479 1781 1192 110 1781 1317 10 Grp Volume(v), veh/h 0 0 203 176 0 97 88 0 638 90 0 550 Grp Sat Flow(s),veh/h/ln 0 1870 1462 1795 0 1479 1781 0 1303 1781 0 1327 Q Serve(g_s), s 0.0 0.0 9.0 11.0 0.0 7.1 5.6 0.0 54.5 5.7 0.0 40.2 Cycle Q Clear(g_c), s 0.0 0.0 9.0 11.0 0.0 7.1 5.6 0.0 54.5 5.7 0.0 40.2 Prop In Lane 0.00 1.00 0.84 1.00 1.00 0.08 1.00 0.01
Lane Grp Cap(c), veh/h 0 126 200 229 0 188 115 0 741 116 0 746 V/C Ratio(X) 0.00 0.00 1.01 0.77 0.00 0.52 0.76 0.00 0.86 0.78 0.00 0.74 Avail Cap(c_a), veh/h 0 145 229 540 0 445 383 0 840 383 0 856 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 58.1 56.3 0.0 54.4 61.4 0.0 29.3 61.5 0.0 21.9 Incr Delay (d2), s/veh 0.0 0.0 60.4 2.1 0.0 0.8 3.9 0.0 7.5 4.2 0.0 2.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 180.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 10.2 5.9 0.0 3.1 3.1 0.0 61.6 3.2 0.0 13.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 118.5 58.4 0.0 55.2 65.3 0.0 216.7 65.6 0.0 24.2 LnGrp LOS A A F E A E E A F E A C
Approach Vol, veh/h 203 273 726 640
Approach Delay, s/veh 118.5 57.3 198.3 30.0
Approach LOS F E F C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 12.2 67.2 23.2 12.2 67.2 13.7
Change Period (Y+Rc), s 3.7 * 7.7 * 7.7 3.7 * 7.7 4.7
Max Green Setting (Gmax), s 25.0 * 75 * 35 25.0 * 75 9.0 Max Q Clear Time (g_c+I1), s 7.6 42.2 13.0 7.7 56.5 11.0 Green Ext Time (p_c), s 0.1 2.7 0.9 0.1 3.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 110.1
HCM 6th LOS F
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Agenda Item #6.9.

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HCM 6th TWSC Existing Conditions
5: Railroad Ave & Fulton Ln Timing Plan: PM Peak Hour
Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

Page 5 ends

Intersection
Int Delay, s/veh 6.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 9 94 5 13 191 6
Future Vol, veh/h 9 94 5 13 191 6
Conflicting Peds, #/hr 0 2 2 0 0 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 83 83 83 83 83 83
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 11 113 6 16 230 7
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 126 0 98 71
Stage 1 - - - - 70 -
Stage 2 - - - - 28 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1460 - 901 991
Stage 1 - - - - 953 -
Stage 2 - - - - 995 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1457 - 896 988
Mov Cap-2 Maneuver - - - - 896 -
Stage 1 - - - - 951 -
Stage 2 - - - - 991 -
Approach EB WB NB
HCM Control Delay, s 0 2.1 10.4

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 899 - - 1457 -
HCM Lane V/C Ratio 0.264 - - 0.004 -
HCM Control Delay (s) 10.4 - - 7.5 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 1.1 - - 0 -
Agenda Item #6.9.

Page 3004 of 4069 ends

HCM 6th AWSC Existing Conditions
6: Railroad Ave & Adams St Timing Plan: PM Peak Hour
Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

Page 6 ends

Intersection
Intersection Delay, s/veh 11.2
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 15 121 85 57 140 96 55 88 29 51 72 26 Future Vol, veh/h 15 121 85 57 140 96 55 88 29 51 72 26 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 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 16 127 89 60 147 101 58 93 31 54 76 27
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 10.8 12 10.8 10.5

HCM LOS B B B B

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 32% 7% 19% 34%
Vol Thru, % 51% 55% 48% 48%
Vol Right, % 17% 38% 33% 17%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 172 221 293 149
LT Vol 55 15 57 51
Through Vol 88 121 140 72
RT Vol 29 85 96 26
Lane Flow Rate 181 233 308 157
Geometry Grp 1 1 1 1
Degree of Util (X) 0.281 0.333 0.436 0.245
Departure Headway (Hd) 5.579 5.147 5.094 5.625
Convergence, Y/N Yes Yes Yes Yes
Cap 643 698 706 637
Service Time 3.624 3.19 3.134 3.672
HCM Lane V/C Ratio 0.281 0.334 0.436 0.246
HCM Control Delay 10.8 10.8 12 10.5
HCM Lane LOS B B B B
HCM 95th-tile Q 1.1 1.5 2.2 1
Agenda Item #6.9.

Page 3005 of 4069 ends

HCM 6th TWSC Existing Conditions
7: Railroad Ave & Hunt Ave Timing Plan: PM Peak Hour
Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

Page 7 ends

Intersection
Int Delay, s/veh 6.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 21 67 3 2 29 135 3 10 6 185 6 16
Future Vol, veh/h 21 67 3 2 29 135 3 10 6 185 6 16
Conflicting Peds, #/hr 31 0 1 1 0 31 7 0 5 5 0 7
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 24 76 3 2 33 153 3 11 7 210 7 18
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 217 0 0 80 0 0 260 348 84 285 273 148 Stage 1 - - - - - - 127 127 - 145 145 -
Stage 2 - - - - - - 133 221 - 140 128 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1353 - - 1518 - - 693 576 975 667 634 899 Stage 1 - - - - - - 877 791 - 858 777 -
Stage 2 - - - - - - 870 720 - 863 790 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1313 - - 1517 - - 658 547 969 620 602 867 Mov Cap-2 Maneuver - - - - - - 658 547 - 620 602 -
Stage 1 - - - - - - 859 775 - 817 753 -
Stage 2 - - - - - - 838 698 - 824 774 -
Approach EB WB NB SB
HCM Control Delay, s 1.8 0.1 10.7 14

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 654 1313 - - 1517 - - 633
HCM Lane V/C Ratio 0.033 0.018 - - 0.001 - - 0.372
HCM Control Delay (s) 10.7 7.8 0 - 7.4 0 - 14
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 1.7
Agenda Item #6.9.

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HCM 6th TWSC Existing Conditions
8: Library Ln & Adams St Timing Plan: PM Peak Hour
Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

Page 8 ends

Intersection
Int Delay, s/veh 4.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 69 47 9 0 81 0 31 0 1 6 1 45
Future Vol, veh/h 69 47 9 0 81 0 31 0 1 6 1 45
Conflicting Peds, #/hr 4 0 8 8 0 4 4 0 6 6 0 4
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 81 81 81 81 81 81 81 81 81 81 81 81
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 85 58 11 0 100 0 38 0 1 7 1 56
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 104 0 0 77 0 0 375 346 78 344 351 108 Stage 1 - - - - - - 242 242 - 104 104 -
Stage 2 - - - - - - 133 104 - 240 247 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1488 - - 1522 - - 582 577 983 610 573 946 Stage 1 - - - - - - 762 705 - 902 809 -
Stage 2 - - - - - - 870 809 - 763 702 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1482 - - 1510 - - 516 536 970 576 532 939 Mov Cap-2 Maneuver - - - - - - 516 536 - 576 532 -
Stage 1 - - - - - - 711 657 - 844 806 -
Stage 2 - - - - - - 814 806 - 712 654 -
Approach EB WB NB SB
HCM Control Delay, s 4.2 0 12.4 9.5

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 524 1482 - - 1510 - - 864
HCM Lane V/C Ratio 0.075 0.057 - - - - - 0.074
HCM Control Delay (s) 12.4 7.6 0 - 0 - - 9.5
HCM Lane LOS B A A - A - - A
HCM 95th %tile Q(veh) 0.2 0.2 - - 0 - - 0.2
Agenda Item #6.9.

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HCM 6th AWSC Existing Conditions
9: Starr Ave & Hunt Ave Timing Plan: PM Peak Hour
Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

Page 9 ends

Intersection
Intersection Delay, s/veh 7.4
Intersection LOS A
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 15 75 6 12 63 7
Future Vol, veh/h 15 75 6 12 63 7
Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 17 85 7 14 72 8
Number of Lanes 1 0 0 1 1 0
Approach EB WB NB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left NB EB
Conflicting Lanes Left 0 1 1
Conflicting Approach Right NB WB
Conflicting Lanes Right 1 0 1
HCM Control Delay 7.1 7.4 7.7

HCM LOS A A A

Lane NBLn1 EBLn1 WBLn1
Vol Left, % 90% 0% 33%
Vol Thru, % 0% 17% 67%
Vol Right, % 10% 83% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 70 90 18
LT Vol 63 0 6
Through Vol 0 15 12
RT Vol 7 75 0
Lane Flow Rate 80 102 20
Geometry Grp 1 1 1
Degree of Util (X) 0.094 0.102 0.024
Departure Headway (Hd) 4.266 3.589 4.219
Convergence, Y/N Yes Yes Yes
Cap 838 991 842
Service Time 2.299 1.639 2.275
HCM Lane V/C Ratio 0.095 0.103 0.024
HCM Control Delay 7.7 7.1 7.4
HCM Lane LOS A A A
HCM 95th-tile Q 0.3 0.3 0.1
Agenda Item #6.9.

Page 3008 of 4069 ends

HCM 6th TWSC Existing Conditions
10: Pope Street & Starr Ave Timing Plan: PM Peak Hour
Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

Page 10 ends

Intersection
Int Delay, s/veh 2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 18 226 261 57 68 15
Future Vol, veh/h 18 226 261 57 68 15
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 20 246 284 62 74 16
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 346 0 - 0 601 315
Stage 1 - - - - 315 -
Stage 2 - - - - 286 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1213 - - - 463 725
Stage 1 - - - - 740 -
Stage 2 - - - - 763 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1213 - - - 454 725
Mov Cap-2 Maneuver - - - - 454 -
Stage 1 - - - - 726 -
Stage 2 - - - - 763 -
Approach EB WB SB
HCM Control Delay, s 0.6 0 14.1

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1213 - - - 487
HCM Lane V/C Ratio 0.016 - - - 0.185
HCM Control Delay (s) 8 0 - - 14.1
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0 - - - 0.7
Agenda Item #6.9.

Page 3009 of 4069 ends

HCM 6th TWSC Existing Conditions
11: College Ave/Paseo Grand Dr & Pope Street Timing Plan: PM Peak Hour Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

Page 11 ends

Intersection
Int Delay, s/veh 2.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 31 242 39 19 226 6 33 0 24 4 0 20
Future Vol, veh/h 31 242 39 19 226 6 33 0 24 4 0 20
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 85 - - 90 - - 110 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 32 249 40 20 233 6 34 0 25 4 0 21
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 239 0 0 289 0 0 620 612 269 622 629 236 Stage 1 - - - - - - 333 333 - 276 276 -
Stage 2 - - - - - - 287 279 - 346 353 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1328 - - 1273 - - 400 408 770 399 399 803 Stage 1 - - - - - - 681 644 - 730 682 -
Stage 2 - - - - - - 720 680 - 670 631 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1328 - - 1273 - - 378 392 770 375 383 803 Mov Cap-2 Maneuver - - - - - - 378 392 - 375 383 -
Stage 1 - - - - - - 665 629 - 712 671 -
Stage 2 - - - - - - 690 669 - 633 616 -
Approach EB WB NB SB
HCM Control Delay, s 0.8 0.6 13.1 10.5

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 378 770 1328 - - 1273 - - 675
HCM Lane V/C Ratio 0.09 0.032 0.024 - - 0.015 - - 0.037 HCM Control Delay (s) 15.5 9.8 7.8 - - 7.9 - - 10.5
HCM Lane LOS C A A - - A - - B
HCM 95th %tile Q(veh) 0.3 0.1 0.1 - - 0 - - 0.1
Agenda Item #6.9.

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HCM 6th TWSC Existing Conditions
12: Silverado Trail & Pope Street Timing Plan: PM Peak Hour Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

Page 12 ends

Intersection
Int Delay, s/veh 5.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 92 164 103 395 573 177
Future Vol, veh/h 92 164 103 395 573 177
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 100 - - 225
Veh in Median Storage, # 2 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 100 178 112 429 623 192
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1276 623 815 0 - 0
Stage 1 623 - - - - -
Stage 2 653 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 184 486 812 - - -
Stage 1 535 - - - - -
Stage 2 518 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 159 486 812 - - -
Mov Cap-2 Maneuver 358 - - - - -
Stage 1 461 - - - - -
Stage 2 518 - - - - -
Approach EB NB SB
HCM Control Delay, s 27.3 2.1 0

HCM LOS D
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 812 - 431 - -
HCM Lane V/C Ratio 0.138 - 0.646 - -
HCM Control Delay (s) 10.1 - 27.3 - -
HCM Lane LOS B - D - -
HCM 95th %tile Q(veh) 0.5 - 4.4 - -
Agenda Item #6.9.

Page 3011 of 4069 ends

HCM 6th TWSC Existing Conditions
13: Silverado Trail & Howell Mountain Rd Timing Plan: PM Peak Hour Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

Page 13 ends

Intersection
Int Delay, s/veh 0.9
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 48 10 471 16 5 702
Future Vol, veh/h 48 10 471 16 5 702
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 50 100 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 93 93 93 93 93 93
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 52 11 506 17 5 755
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1271 506 0 0 523 0
Stage 1 506 - - - - -
Stage 2 765 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 185 566 - - 1043 -
Stage 1 606 - - - - -
Stage 2 459 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 184 566 - - 1043 -
Mov Cap-2 Maneuver 319 - - - - -
Stage 1 606 - - - - -
Stage 2 457 - - - - -
Approach WB NB SB
HCM Control Delay, s 17.7 0 0.1

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 345 1043 -
HCM Lane V/C Ratio - - 0.181 0.005 -
HCM Control Delay (s) - - 17.7 8.5 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 0.7 0 -
Agenda Item #6.9.

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HCM 6th Signalized Intersection Summary Existing Conditions 1: Main St & Madrona Ave/Fulton Ln Timing Plan: Saturday Mid-Day Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 71 25 37 11 15 73 16 546 6 53 561 74 Future Volume (veh/h) 71 25 37 11 15 73 16 546 6 53 561 74 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 25 0
Ped-Bike Adj(A_pbT) 0.99 0.97 0.99 0.97 1.00 0.99 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 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1318 Adj Flow Rate, veh/h 73 26 38 11 15 75 16 563 6 55 578 76 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 206 73 68 85 52 188 254 860 9 466 778 78
Arrive On Green 0.18 0.18 0.18 0.18 0.18 0.18 0.62 0.62 0.62 0.62 0.62 0.62 Sat Flow, veh/h 641 470 427 78 326 1164 773 1302 14 835 1139 150 Grp Volume(v), veh/h 137 0 0 101 0 0 16 0 569 55 0 654
Grp Sat Flow(s),veh/h/ln 1538 0 0 1567 0 0 773 0 1316 835 0 1289 Q Serve(g_s), s 0.8 0.0 0.0 0.0 0.0 0.0 0.8 0.0 13.9 2.3 0.0 18.8 Cycle Q Clear(g_c), s 3.5 0.0 0.0 2.7 0.0 0.0 19.6 0.0 13.9 16.2 0.0 18.8 Prop In Lane 0.53 0.28 0.11 0.74 1.00 0.01 1.00 0.12
Lane Grp Cap(c), veh/h 347 0 0 325 0 0 254 0 869 466 0 856 V/C Ratio(X) 0.40 0.00 0.00 0.31 0.00 0.00 0.06 0.00 0.65 0.12 0.00 0.76 Avail Cap(c_a), veh/h 1005 0 0 1023 0 0 1013 0 1987 1168 0 1947 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 23.7 0.0 0.0 23.2 0.0 0.0 23.7 0.0 5.6 10.6 0.0 8.1 Incr Delay (d2), s/veh 0.5 0.0 0.0 0.4 0.0 0.0 0.1 0.0 1.2 0.2 0.0 2.1 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 26.1 %ile BackOfQ(50%),veh/ln 1.8 0.0 0.0 1.3 0.0 0.0 0.2 0.0 2.9 0.4 0.0 12.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.2 0.0 0.0 23.6 0.0 0.0 23.8 0.0 6.8 10.8 0.0 36.2 LnGrp LOS C A A C A A C A A B A D
Approach Vol, veh/h 137 101 585 709
Approach Delay, s/veh 24.2 23.6 7.3 34.2
Approach LOS C C A C
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 34.1 13.6 34.1 13.6
Change Period (Y+Rc), s * 4.7 * 5.2 * 4.7 * 5.2
Max Green Setting (Gmax), s * 72 * 29 * 72 * 29
Max Q Clear Time (g_c+I1), s 21.6 5.5 20.8 4.7
Green Ext Time (p_c), s 7.2 0.7 8.6 0.5
Intersection Summary
HCM 6th Ctrl Delay 22.3
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Agenda Item #6.9.

Page 3013 of 4069 ends

HCM 6th Signalized Intersection Summary Existing Conditions 2: Main St & Adams St Timing Plan: Saturday Mid-Day
Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 37 54 28 42 35 44 27 487 24 41 548 20 Future Volume (veh/h) 37 54 28 42 35 44 27 487 24 41 548 20 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 20 0
Ped-Bike Adj(A_pbT) 0.75 0.67 0.75 0.68 1.00 0.91 1.00 0.91 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 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1318 Adj Flow Rate, veh/h 38 56 29 43 36 45 28 502 25 42 565 21 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 134 176 78 142 111 111 91 638 32 118 677 17
Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.05 0.47 0.47 0.07 0.48 0.48 Sat Flow, veh/h 314 715 317 341 453 452 1767 1238 62 1767 1258 47 Grp Volume(v), veh/h 123 0 0 124 0 0 28 0 527 42 0 586
Grp Sat Flow(s),veh/h/ln1347 0 0 1246 0 0 1767 0 1300 1767 0 1305 Q Serve(g_s), s 0.0 0.0 0.0 0.4 0.0 0.0 1.1 0.0 27.3 1.7 0.0 31.6 Cycle Q Clear(g_c), s 4.6 0.0 0.0 5.0 0.0 0.0 1.1 0.0 27.3 1.7 0.0 31.6 Prop In Lane 0.31 0.24 0.35 0.36 1.00 0.05 1.00 0.04
Lane Grp Cap(c), veh/h 389 0 0 364 0 0 91 0 670 118 0 694 V/C Ratio(X) 0.32 0.00 0.00 0.34 0.00 0.00 0.31 0.00 0.79 0.36 0.00 0.84 Avail Cap(c_a), veh/h 488 0 0 458 0 0 375 0 1035 375 0 1039 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 26.4 0.0 0.0 26.6 0.0 0.0 38.9 0.0 16.5 38.0 0.0 18.9 Incr Delay (d2), s/veh 0.2 0.0 0.0 0.2 0.0 0.0 0.7 0.0 1.0 0.7 0.0 2.7 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 38.4 %ile BackOfQ(50%),veh/ln2.0 0.0 0.0 2.1 0.0 0.0 0.6 0.0 7.8 0.9 0.0 19.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.6 0.0 0.0 26.8 0.0 0.0 39.6 0.0 17.5 38.6 0.0 59.9 LnGrp LOS C A A C A A D A B D A E
Approach Vol, veh/h 123 124 555 628
Approach Delay, s/veh 26.6 26.8 18.6 58.5
Approach LOS C C B E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s8.7 41.2 25.4 10.0 39.9 25.4
Change Period (Y+Rc), s* 4.7 * 4.7 * 4.7 * 4.7 * 4.7 * 4.7 Max Green Setting (Gmax), s * 16 * 60 * 24 * 16 * 60 * 24 Max Q Clear Time (g_c+I1), s 3.1 33.6 7.0 3.7 29.3 6.6
Green Ext Time (p_c), s 0.0 2.9 0.3 0.0 2.5 0.3
Intersection Summary
HCM 6th Ctrl Delay 37.5
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Agenda Item #6.9.

Page 3014 of 4069 ends

HCM 6th TWSC Existing Conditions
3: Main St & Hunt Ave Timing Plan: Saturday Mid-Day
Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

Page 3 ends

Intersection
Int Delay, s/veh 1.3
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 32 28 510 67 22 596
Future Vol, veh/h 32 28 510 67 22 596
Conflicting Peds, #/hr 39 71 0 169 169 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 85 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 96 96 96 96 96 96
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 33 29 531 70 23 621
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1441 806 0 0 770 0
Stage 1 735 - - - - -
Stage 2 706 - - - - -
Critical Hdwy 6.43 6.23 - - 4.13 -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 - - 2.227 -
Pot Cap-1 Maneuver 145 380 - - 840 -
Stage 1 473 - - - - -
Stage 2 488 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 113 297 - - 705 -
Mov Cap-2 Maneuver 245 - - - - -
Stage 1 397 - - - - -
Stage 2 454 - - - - -
Approach WB NB SB
HCM Control Delay, s 22.6 0 0.4

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 267 705 -
HCM Lane V/C Ratio - - 0.234 0.033 -
HCM Control Delay (s) - - 22.6 10.3 -
HCM Lane LOS - - C B -
HCM 95th %tile Q(veh) - - 0.9 0.1 -
Agenda Item #6.9.

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HCM 6th Signalized Intersection Summary Existing Conditions 4: Main St & Mitchell Dr/Pope Street Timing Plan: Saturday Mid-Day Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 153 128 38 71 57 506 55 63 559 6 Future Volume (veh/h) 0 0 153 128 38 71 57 506 55 63 559 6 Initial Q (Qb), veh 0 0 0 0 0 0 0 50 0 0 25 0
Ped-Bike Adj(A_pbT) 1.00 0.49 1.00 0.74 1.00 0.90 1.00 0.92 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 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1318 Adj Flow Rate, veh/h 0 0 156 131 39 72 58 516 56 64 570 6 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 0 124 139 220 65 177 104 676 21 107 707 4
Arrive On Green 0.00 0.00 0.08 0.18 0.18 0.18 0.07 0.47 0.47 0.07 0.47 0.47 Sat Flow, veh/h 0 1856 766 1377 410 1157 1767 1155 125 1767 1301 14 Grp Volume(v), veh/h 0 0 156 170 0 72 58 0 572 64 0 576 Grp Sat Flow(s),veh/h/ln 0 1856 766 1787 0 1157 1767 0 1280 1767 0 1315 Q Serve(g_s), s 0.0 0.0 9.0 10.0 0.0 6.3 3.7 0.0 49.6 4.1 0.0 47.7 Cycle Q Clear(g_c), s 0.0 0.0 9.0 10.0 0.0 6.3 3.7 0.0 49.6 4.1 0.0 47.7 Prop In Lane 0.00 1.00 0.77 1.00 1.00 0.10 1.00 0.01
Lane Grp Cap(c), veh/h 0 124 139 285 0 177 104 0 712 107 0 689 V/C Ratio(X) 0.00 0.00 1.12 0.60 0.00 0.41 0.56 0.00 0.80 0.60 0.00 0.84 Avail Cap(c_a), veh/h 0 144 163 541 0 350 382 0 830 382 0 852 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 61.9 52.9 0.0 51.2 62.0 0.0 31.3 62.0 0.0 30.5 Incr Delay (d2), s/veh 0.0 0.0 108.6 2.0 0.0 1.5 1.7 0.0 4.2 2.0 0.0 5.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 164.3 0.0 0.0 57.6 %ile BackOfQ(50%),veh/ln 0.0 0.0 9.1 5.6 0.0 2.3 2.0 0.0 56.4 2.2 0.0 32.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 170.5 54.9 0.0 52.7 63.7 0.0 199.9 64.0 0.0 93.1 LnGrp LOS A A F D A D E A F E A F
Approach Vol, veh/h 156 242 630 640
Approach Delay, s/veh 170.5 54.3 187.4 90.2
Approach LOS F D F F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 11.3 62.3 28.4 11.5 62.0 13.7
Change Period (Y+Rc), s 3.7 * 7.7 * 7.7 3.7 * 7.7 4.7
Max Green Setting (Gmax), s 25.0 * 75 * 35 25.0 * 75 9.0 Max Q Clear Time (g_c+I1), s 5.7 49.7 12.0 6.1 51.6 11.0 Green Ext Time (p_c), s 0.1 2.8 1.3 0.1 2.8 0.0
Intersection Summary
HCM 6th Ctrl Delay 129.2
HCM 6th LOS F
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Agenda Item #6.9.

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HCM 6th TWSC Existing Conditions
5: Railroad Ave & Fulton Ln Timing Plan: Saturday Mid-Day Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

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Intersection
Int Delay, s/veh 5.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 10 73 8 11 109 10
Future Vol, veh/h 10 73 8 11 109 10
Conflicting Peds, #/hr 0 2 2 0 6 6
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 11 79 9 12 118 11
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 92 0 89 59
Stage 1 - - - - 53 -
Stage 2 - - - - 36 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1496 - 909 1004
Stage 1 - - - - 967 -
Stage 2 - - - - 984 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1493 - 896 996
Mov Cap-2 Maneuver - - - - 896 -
Stage 1 - - - - 965 -
Stage 2 - - - - 972 -
Approach EB WB NB
HCM Control Delay, s 0 3.1 9.6

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 904 - - 1493 -
HCM Lane V/C Ratio 0.143 - - 0.006 -
HCM Control Delay (s) 9.6 - - 7.4 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.5 - - 0 -
Agenda Item #6.9.

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HCM 6th AWSC Existing Conditions
6: Railroad Ave & Adams St Timing Plan: Saturday Mid-Day Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

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Intersection
Intersection Delay, s/veh 8.7
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 8 67 39 22 69 44 30 71 18 44 52 14
Future Vol, veh/h 8 67 39 22 69 44 30 71 18 44 52 14
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 9 75 44 25 78 49 34 80 20 49 58 16
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 8.5 8.7 8.8 8.7

HCM LOS A A A A

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 25% 7% 16% 40%
Vol Thru, % 60% 59% 51% 47%
Vol Right, % 15% 34% 33% 13%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 119 114 135 110
LT Vol 30 8 22 44
Through Vol 71 67 69 52
RT Vol 18 39 44 14
Lane Flow Rate 134 128 152 124
Geometry Grp 1 1 1 1
Degree of Util (X) 0.175 0.162 0.192 0.164
Departure Headway (Hd) 4.709 4.557 4.556 4.764
Convergence, Y/N Yes Yes Yes Yes
Cap 759 785 786 751
Service Time 2.75 2.597 2.595 2.805
HCM Lane V/C Ratio 0.177 0.163 0.193 0.165
HCM Control Delay 8.8 8.5 8.7 8.7
HCM Lane LOS A A A A
HCM 95th-tile Q 0.6 0.6 0.7 0.6
Agenda Item #6.9.

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HCM 6th TWSC Existing Conditions
7: Railroad Ave & Hunt Ave Timing Plan: Saturday Mid-Day Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

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Intersection
Int Delay, s/veh 4.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 26 59 2 1 42 84 1 2 2 93 2 20
Future Vol, veh/h 26 59 2 1 42 84 1 2 2 93 2 20
Conflicting Peds, #/hr 27 0 18 18 0 27 4 0 7 7 0 5
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 27 61 2 1 43 87 1 2 2 96 2 21
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 157 0 0 81 0 0 239 293 87 241 251 119 Stage 1 - - - - - - 134 134 - 116 116 -
Stage 2 - - - - - - 105 159 - 125 135 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1417 - - 1510 - - 713 616 969 711 650 930 Stage 1 - - - - - - 867 784 - 886 798 -
Stage 2 - - - - - - 898 764 - 877 783 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1381 - - 1484 - - 669 577 946 674 609 902 Mov Cap-2 Maneuver - - - - - - 669 577 - 674 609 -
Stage 1 - - - - - - 835 755 - 846 776 -
Stage 2 - - - - - - 870 743 - 850 754 -
Approach EB WB NB SB
HCM Control Delay, s 2.3 0.1 10.1 11.1

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 707 1381 - - 1484 - - 704
HCM Lane V/C Ratio 0.007 0.019 - - 0.001 - - 0.168
HCM Control Delay (s) 10.1 7.7 0 - 7.4 0 - 11.1
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0 0.1 - - 0 - - 0.6
Agenda Item #6.9.

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HCM 6th TWSC Existing Conditions
8: Library Ln & Adams St Timing Plan: Saturday Mid-Day
Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

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Intersection
Int Delay, s/veh 6.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 43 8 3 0 5 1 1 2 0 0 1 30
Future Vol, veh/h 43 8 3 0 5 1 1 2 0 0 1 30
Conflicting Peds, #/hr 1 0 4 4 0 1 3 0 1 1 0 3
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 81 81 81 81 81 81 81 81 81 81 81 81
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 53 10 4 0 6 1 1 2 0 0 1 37
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 8 0 0 18 0 0 151 130 17 128 132 11 Stage 1 - - - - - - 122 122 - 8 8 -
Stage 2 - - - - - - 29 8 - 120 124 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1606 - - 1592 - - 814 759 1059 843 757 1067 Stage 1 - - - - - - 880 793 - 1011 887 -
Stage 2 - - - - - - 985 887 - 882 791 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1604 - - 1586 - - 759 730 1054 818 728 1063 Mov Cap-2 Maneuver - - - - - - 759 730 - 818 728 -
Stage 1 - - - - - - 847 764 - 977 886 -
Stage 2 - - - - - - 947 886 - 849 762 -
Approach EB WB NB SB
HCM Control Delay, s 5.8 0 9.9 8.6

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 739 1604 - - 1586 - - 1047
HCM Lane V/C Ratio 0.005 0.033 - - - - - 0.037
HCM Control Delay (s) 9.9 7.3 0 - 0 - - 8.6
HCM Lane LOS A A A - A - - A
HCM 95th %tile Q(veh) 0 0.1 - - 0 - - 0.1
Agenda Item #6.9.

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HCM 6th AWSC Existing Conditions
9: Starr Ave & Hunt Ave Timing Plan: Saturday Mid-Day
Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

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Intersection
Intersection Delay, s/veh 7.2
Intersection LOS A
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 6 46 5 8 44 11
Future Vol, veh/h 6 46 5 8 44 11
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 7 53 6 9 51 13
Number of Lanes 1 0 0 1 1 0
Approach EB WB NB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left NB EB
Conflicting Lanes Left 0 1 1
Conflicting Approach Right NB WB
Conflicting Lanes Right 1 0 1
HCM Control Delay 6.8 7.3 7.5

HCM LOS A A A

Lane NBLn1 EBLn1 WBLn1
Vol Left, % 80% 0% 38%
Vol Thru, % 0% 12% 62%
Vol Right, % 20% 88% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 55 52 13
LT Vol 44 0 5
Through Vol 0 6 8
RT Vol 11 46 0
Lane Flow Rate 64 60 15
Geometry Grp 1 1 1
Degree of Util (X) 0.073 0.06 0.018
Departure Headway (Hd) 4.121 3.543 4.187
Convergence, Y/N Yes Yes Yes
Cap 870 1007 853
Service Time 2.143 1.579 2.224
HCM Lane V/C Ratio 0.074 0.06 0.018
HCM Control Delay 7.5 6.8 7.3
HCM Lane LOS A A A
HCM 95th-tile Q 0.2 0.2 0.1
Agenda Item #6.9.

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HCM 6th TWSC Existing Conditions
10: Pope Street & Starr Ave Timing Plan: Saturday Mid-Day Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

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Intersection
Int Delay, s/veh 1.3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 17 188 213 39 36 9
Future Vol, veh/h 17 188 213 39 36 9
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 98 98 98 98 98 98
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 17 192 217 40 37 9
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 257 0 - 0 463 237
Stage 1 - - - - 237 -
Stage 2 - - - - 226 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1302 - - - 555 800
Stage 1 - - - - 800 -
Stage 2 - - - - 809 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1302 - - - 547 800
Mov Cap-2 Maneuver - - - - 547 -
Stage 1 - - - - 788 -
Stage 2 - - - - 809 -
Approach EB WB SB
HCM Control Delay, s 0.6 0 11.7

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1302 - - - 584
HCM Lane V/C Ratio 0.013 - - - 0.079
HCM Control Delay (s) 7.8 0 - - 11.7
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0 - - - 0.3
Agenda Item #6.9.

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HCM 6th TWSC Existing Conditions
11: College Ave/Paseo Grand Dr & Pope Street Timing Plan: Saturday Mid-Day Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

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Intersection
Int Delay, s/veh 1.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 14 193 18 19 218 4 13 0 22 9 0 16
Future Vol, veh/h 14 193 18 19 218 4 13 0 22 9 0 16
Conflicting Peds, #/hr 2 0 0 0 0 2 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 85 - - 90 - - 110 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 15 205 19 20 232 4 14 0 23 10 0 17
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 238 0 0 224 0 0 528 523 215 532 530 236 Stage 1 - - - - - - 245 245 - 276 276 -
Stage 2 - - - - - - 283 278 - 256 254 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1323 - - 1339 - - 459 457 822 457 453 801 Stage 1 - - - - - - 756 702 - 728 680 -
Stage 2 - - - - - - 722 679 - 746 695 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1320 - - 1339 - - 440 444 822 434 440 799 Mov Cap-2 Maneuver - - - - - - 440 444 - 434 440 -
Stage 1 - - - - - - 748 694 - 719 668 -
Stage 2 - - - - - - 696 667 - 717 687 -
Approach EB WB NB SB
HCM Control Delay, s 0.5 0.6 10.9 11.1

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 440 822 1320 - - 1339 - - 613
HCM Lane V/C Ratio 0.031 0.028 0.011 - - 0.015 - - 0.043 HCM Control Delay (s) 13.4 9.5 7.8 - - 7.7 - - 11.1
HCM Lane LOS B A A - - A - - B
HCM 95th %tile Q(veh) 0.1 0.1 0 - - 0 - - 0.1
Agenda Item #6.9.

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HCM 6th TWSC Existing Conditions
12: Silverado Trail & Pope Street Timing Plan: Saturday Mid-Day Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

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Intersection
Int Delay, s/veh 4.1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 110 114 121 471 423 125
Future Vol, veh/h 110 114 121 471 423 125
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 100 - - 225
Veh in Median Storage, # 2 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 116 120 127 496 445 132
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1195 445 577 0 - 0
Stage 1 445 - - - - -
Stage 2 750 - - - - -
Critical Hdwy 6.43 6.23 4.13 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.227 - - -
Pot Cap-1 Maneuver 205 611 992 - - -
Stage 1 644 - - - - -
Stage 2 465 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 179 611 992 - - -
Mov Cap-2 Maneuver 376 - - - - -
Stage 1 562 - - - - -
Stage 2 465 - - - - -
Approach EB NB SB
HCM Control Delay, s 20.2 1.9 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 992 - 468 - -
HCM Lane V/C Ratio 0.128 - 0.504 - -
HCM Control Delay (s) 9.2 - 20.2 - -
HCM Lane LOS A - C - -
HCM 95th %tile Q(veh) 0.4 - 2.8 - -
Agenda Item #6.9.

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HCM 6th TWSC Existing Conditions
13: Silverado Trail & Howell Mountain Rd Timing Plan: Saturday Mid-Day Hunter Subdivision 04/17/2018 Existing Conditions Synchro 10 Report

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Intersection
Int Delay, s/veh 0.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 28 15 558 23 8 520
Future Vol, veh/h 28 15 558 23 8 520
Conflicting Peds, #/hr 0 1 0 1 1 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 50 100 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 96 96 96 96 96 96
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 29 16 581 24 8 542
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1140 583 0 0 606 0
Stage 1 582 - - - - -
Stage 2 558 - - - - -
Critical Hdwy 6.43 6.23 - - 4.13 -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 - - 2.227 -
Pot Cap-1 Maneuver 221 510 - - 967 -
Stage 1 557 - - - - -
Stage 2 571 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 219 509 - - 966 -
Mov Cap-2 Maneuver 356 - - - - -
Stage 1 556 - - - - -
Stage 2 566 - - - - -
Approach WB NB SB
HCM Control Delay, s 15.2 0 0.1

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 398 966 -
HCM Lane V/C Ratio - - 0.113 0.009 -
HCM Control Delay (s) - - 15.2 8.8 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 0.4 0 -
Agenda Item #6.9.

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HCM 6th Signalized Intersection Summary Existing Plus Project 1: Main St & Madrona Ave/Fulton Ln Timing Plan: AM Peak Hour Hunter Subdivision 5:00 pm 04/17/2018 Existing Plus Project Synchro 10 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 89 39 40 12 54 74 39 590 18 94 517 84 Future Volume (veh/h) 89 39 40 12 54 74 39 590 18 94 517 84 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.98 0.95 0.98 0.95 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 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1318 Adj Flow Rate, veh/h 100 44 45 13 61 83 44 663 20 106 581 94 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 215 84 66 73 127 155 336 845 25 339 734 119
Arrive On Green 0.18 0.18 0.18 0.18 0.18 0.18 0.66 0.66 0.66 0.66 0.66 0.66 Sat Flow, veh/h 712 470 369 63 709 865 758 1273 38 752 1106 179 Grp Volume(v), veh/h 189 0 0 157 0 0 44 0 683 106 0 675 Grp Sat Flow(s),veh/h/ln 1551 0 0 1637 0 0 758 0 1311 752 0 1285 Q Serve(g_s), s 1.2 0.0 0.0 0.0 0.0 0.0 2.7 0.0 23.0 7.2 0.0 23.4 Cycle Q Clear(g_c), s 6.6 0.0 0.0 5.4 0.0 0.0 26.1 0.0 23.0 30.2 0.0 23.4 Prop In Lane 0.53 0.24 0.08 0.53 1.00 0.03 1.00 0.14
Lane Grp Cap(c), veh/h 365 0 0 355 0 0 336 0 870 339 0 853 V/C Ratio(X) 0.52 0.00 0.00 0.44 0.00 0.00 0.13 0.00 0.78 0.31 0.00 0.79 Avail Cap(c_a), veh/h 757 0 0 805 0 0 700 0 1502 701 0 1472 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 23.8 0.0 0.0 23.4 0.0 0.0 16.7 0.0 7.4 18.0 0.0 7.5 Incr Delay (d2), s/veh 0.8 0.0 0.0 0.6 0.0 0.0 0.2 0.0 2.3 0.7 0.0 2.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 0.0 0.0 2.1 0.0 0.0 0.5 0.0 5.1 1.2 0.0 4.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.7 0.0 0.0 24.1 0.0 0.0 17.0 0.0 9.7 18.8 0.0 9.9 LnGrp LOS C A A C A A B A A B A A
Approach Vol, veh/h 189 157 727 781
Approach Delay, s/veh 24.7 24.1 10.1 11.1
Approach LOS C C B B
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 46.4 16.4 46.4 16.4
Change Period (Y+Rc), s * 4.7 * 5.2 * 4.7 * 5.2
Max Green Setting (Gmax), s * 72 * 29 * 72 * 29
Max Q Clear Time (g_c+I1), s 28.1 8.6 32.2 7.4
Green Ext Time (p_c), s 9.7 0.9 9.5 0.8
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.

Agenda Item #6.9.

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HCM 6th Signalized Intersection Summary Existing Plus Project 2: Main St & Adams St Timing Plan: AM Peak Hour
Hunter Subdivision 5:00 pm 04/17/2018 Existing Plus Project Synchro 10 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 55 89 33 30 64 37 50 555 46 45 480 46 Future Volume (veh/h) 55 89 33 30 64 37 50 555 46 45 480 46 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.95 0.91 0.96 0.93 1.00 0.99 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 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1318 Adj Flow Rate, veh/h 60 97 36 33 70 40 54 603 50 49 522 50 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, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 137 185 59 105 188 91 143 645 53 136 631 60
Arrive On Green 0.20 0.20 0.20 0.20 0.20 0.20 0.08 0.54 0.54 0.08 0.53 0.53 Sat Flow, veh/h 373 941 301 233 958 463 1767 1200 99 1767 1183 113 Grp Volume(v), veh/h 193 0 0 143 0 0 54 0 653 49 0 572
Grp Sat Flow(s),veh/h/ln1615 0 0 1654 0 0 1767 0 1299 1767 0 1297 Q Serve(g_s), s 2.3 0.0 0.0 0.0 0.0 0.0 2.2 0.0 34.9 2.0 0.0 27.5 Cycle Q Clear(g_c), s 7.7 0.0 0.0 5.4 0.0 0.0 2.2 0.0 34.9 2.0 0.0 27.5 Prop In Lane 0.31 0.19 0.23 0.28 1.00 0.08 1.00 0.09
Lane Grp Cap(c), veh/h 381 0 0 385 0 0 143 0 698 136 0 691 V/C Ratio(X) 0.51 0.00 0.00 0.37 0.00 0.00 0.38 0.00 0.93 0.36 0.00 0.83 Avail Cap(c_a), veh/h 571 0 0 577 0 0 379 0 1044 379 0 1042 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.1 0.0 0.0 26.3 0.0 0.0 32.5 0.0 16.1 32.7 0.0 14.6 Incr Delay (d2), s/veh 0.4 0.0 0.0 0.2 0.0 0.0 0.6 0.0 8.8 0.6 0.0 2.1 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/ln3.1 0.0 0.0 2.2 0.0 0.0 0.9 0.0 10.8 0.9 0.0 7.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.5 0.0 0.0 26.5 0.0 0.0 33.1 0.0 24.9 33.3 0.0 16.6 LnGrp LOS C A A C A A C A C C A B
Approach Vol, veh/h 193 143 707 621
Approach Delay, s/veh 27.5 26.5 25.5 17.9
Approach LOS C C C B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s10.8 44.5 19.4 10.4 44.9 19.4
Change Period (Y+Rc), s* 4.7 * 4.7 * 4.7 * 4.7 * 4.7 * 4.7 Max Green Setting (Gmax), s * 16 * 60 * 24 * 16 * 60 * 24 Max Q Clear Time (g_c+I1), s 4.2 29.5 7.4 4.0 36.9 9.7
Green Ext Time (p_c), s 0.0 2.8 0.3 0.0 3.3 0.4
Intersection Summary
HCM 6th Ctrl Delay 23.0
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Agenda Item #6.9.

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HCM 6th TWSC Existing Plus Project
3: Main St & Hunt Ave Timing Plan: AM Peak Hour
Hunter Subdivision 5:00 pm 04/17/2018 Existing Plus Project Synchro 10 Report

Page 3 ends

Intersection
Int Delay, s/veh 0.8
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 36 18 633 98 20 523
Future Vol, veh/h 36 18 633 98 20 523
Conflicting Peds, #/hr 0 2 0 5 5 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 85 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 96 96 96 96 96 96
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 38 19 659 102 21 545
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1302 717 0 0 766 0
Stage 1 715 - - - - -
Stage 2 587 - - - - -
Critical Hdwy 6.43 6.23 - - 4.13 -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 - - 2.227 -
Pot Cap-1 Maneuver 177 428 - - 843 -
Stage 1 483 - - - - -
Stage 2 554 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 172 425 - - 839 -
Mov Cap-2 Maneuver 310 - - - - -
Stage 1 481 - - - - -
Stage 2 540 - - - - -
Approach WB NB SB
HCM Control Delay, s 17.6 0 0.3

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 341 839 -
HCM Lane V/C Ratio - - 0.165 0.025 -
HCM Control Delay (s) - - 17.6 9.4 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 0.6 0.1 -
Agenda Item #6.9.

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HCM 6th Signalized Intersection Summary Existing Plus Project 4: Main St & Mitchell Dr/Pope Street Timing Plan: AM Peak Hour Hunter Subdivision 5:00 pm 04/17/2018 Existing Plus Project Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 168 188 33 122 77 609 55 76 480 4 Future Volume (veh/h) 0 0 168 188 33 122 77 609 55 76 480 4 Initial Q (Qb), veh 0 0 0 0 0 0 0 50 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.85 1.00 0.91 1.00 0.97 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 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1318 Adj Flow Rate, veh/h 0 0 181 202 35 131 83 655 59 82 516 4 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, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 0 121 184 242 42 229 110 687 23 110 707 5
Arrive On Green 0.00 0.00 0.06 0.16 0.16 0.16 0.06 0.54 0.54 0.06 0.54 0.54 Sat Flow, veh/h 0 1856 1331 1517 263 1437 1767 1188 107 1767 1306 10 Grp Volume(v), veh/h 0 0 181 237 0 131 83 0 714 82 0 520 Grp Sat Flow(s),veh/h/ln 0 1856 1331 1780 0 1437 1767 0 1295 1767 0 1316 Q Serve(g_s), s 0.0 0.0 9.0 17.9 0.0 11.7 6.4 0.0 75.0 6.3 0.0 41.4 Cycle Q Clear(g_c), s 0.0 0.0 9.0 17.9 0.0 11.7 6.4 0.0 75.0 6.3 0.0 41.4 Prop In Lane 0.00 1.00 0.85 1.00 1.00 0.08 1.00 0.01
Lane Grp Cap(c), veh/h 0 121 184 283 0 229 110 0 709 110 0 713 V/C Ratio(X) 0.00 0.00 0.98 0.84 0.00 0.57 0.75 0.00 1.01 0.75 0.00 0.73 Avail Cap(c_a), veh/h 0 121 184 450 0 363 319 0 701 319 0 713 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 60.6 56.5 0.0 53.8 63.9 0.0 31.7 63.9 0.0 24.1 Incr Delay (d2), s/veh 0.0 0.0 60.4 7.6 0.0 2.2 3.9 0.0 35.5 3.7 0.0 3.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 253.8 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 9.5 8.7 0.0 4.4 3.0 0.0 80.1 3.0 0.0 13.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 121.0 64.0 0.0 56.1 67.7 0.0 321.0 67.6 0.0 27.4 LnGrp LOS A A F E A E E A F E A C
Approach Vol, veh/h 181 368 797 602
Approach Delay, s/veh 121.0 61.2 294.6 32.9
Approach LOS F E F C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 12.3 82.7 29.8 12.3 82.7 13.7
Change Period (Y+Rc), s 3.7 * 7.7 * 7.7 3.7 * 7.7 4.7
Max Green Setting (Gmax), s 25.0 * 75 * 35 25.0 * 75 9.0 Max Q Clear Time (g_c+I1), s 8.4 43.4 19.9 8.3 77.0 11.0 Green Ext Time (p_c), s 0.1 2.5 1.7 0.1 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 153.5
HCM 6th LOS F
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Agenda Item #6.9.

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HCM 6th TWSC Existing Plus Project
5: Railroad Ave & Fulton Ln Timing Plan: AM Peak Hour
Hunter Subdivision 5:00 pm 04/17/2018 Existing Plus Project Synchro 10 Report

Page 5 ends

Intersection
Int Delay, s/veh 4.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 13 132 10 14 115 12
Future Vol, veh/h 13 132 10 14 115 12
Conflicting Peds, #/hr 0 2 2 0 1 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 83 83 83 83 83 83
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 16 159 12 17 139 14
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 177 0 140 99
Stage 1 - - - - 98 -
Stage 2 - - - - 42 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1393 - 851 954
Stage 1 - - - - 923 -
Stage 2 - - - - 978 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1390 - 841 951
Mov Cap-2 Maneuver - - - - 841 -
Stage 1 - - - - 921 -
Stage 2 - - - - 968 -
Approach EB WB NB
HCM Control Delay, s 0 3.2 10.2

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 850 - - 1390 -
HCM Lane V/C Ratio 0.18 - - 0.009 -
HCM Control Delay (s) 10.2 - - 7.6 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 0.7 - - 0 -
Agenda Item #6.9.

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HCM 6th AWSC Existing Plus Project
6: Railroad Ave & Adams St Timing Plan: AM Peak Hour
Hunter Subdivision 5:00 pm 04/17/2018 Existing Plus Project Synchro 10 Report

Page 6 ends

Intersection
Intersection Delay, s/veh 10.2
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 18 92 70 15 54 40 71 101 55 61 65 12 Future Vol, veh/h 18 92 70 15 54 40 71 101 55 61 65 12
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 21 107 81 17 63 47 83 117 64 71 76 14
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 10.2 9.4 10.9 9.9

HCM LOS B A B A

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 31% 10% 14% 44%
Vol Thru, % 44% 51% 50% 47%
Vol Right, % 24% 39% 37% 9%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 227 180 109 138
LT Vol 71 18 15 61
Through Vol 101 92 54 65
RT Vol 55 70 40 12
Lane Flow Rate 264 209 127 160
Geometry Grp 1 1 1 1
Degree of Util (X) 0.367 0.294 0.183 0.234
Departure Headway (Hd) 5.009 5.056 5.192 5.259
Convergence, Y/N Yes Yes Yes Yes
Cap 721 714 692 684
Service Time 3.021 3.07 3.221 3.287
HCM Lane V/C Ratio 0.366 0.293 0.184 0.234
HCM Control Delay 10.9 10.2 9.4 9.9
HCM Lane LOS B B A A
HCM 95th-tile Q 1.7 1.2 0.7 0.9
Agenda Item #6.9.

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HCM 6th TWSC Existing Plus Project
7: Railroad Ave & Hunt Ave Timing Plan: AM Peak Hour
Hunter Subdivision 5:00 pm 04/17/2018 Existing Plus Project Synchro 10 Report

Page 7 ends

Intersection
Int Delay, s/veh 5.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 50 55 13 3 38 183 5 3 10 132 4 10
Future Vol, veh/h 50 55 13 3 38 183 5 3 10 132 4 10
Conflicting Peds, #/hr 15 0 15 15 0 15 0 0 4 4 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 83 83 83 83 83 83 83 83 83 83 83 83
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 60 66 16 4 46 220 6 4 12 159 5 12
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 281 0 0 97 0 0 382 498 93 385 396 171 Stage 1 - - - - - - 209 209 - 179 179 -
Stage 2 - - - - - - 173 289 - 206 217 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1276 - - 1490 - - 574 472 961 572 540 870 Stage 1 - - - - - - 791 727 - 820 749 -
Stage 2 - - - - - - 827 671 - 794 721 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1258 - - 1469 - - 532 435 944 529 497 858 Mov Cap-2 Maneuver - - - - - - 532 435 - 529 497 -
Stage 1 - - - - - - 740 681 - 768 736 -
Stage 2 - - - - - - 808 660 - 738 676 -
Approach EB WB NB SB
HCM Control Delay, s 3.4 0.1 10.6 14.8

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 669 1258 - - 1469 - - 542
HCM Lane V/C Ratio 0.032 0.048 - - 0.002 - - 0.325
HCM Control Delay (s) 10.6 8 0 - 7.5 0 - 14.8
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0.1 0.2 - - 0 - - 1.4
Agenda Item #6.9.

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HCM 6th TWSC Existing Plus Project
8: Library Ln & Adams St Timing Plan: AM Peak Hour
Hunter Subdivision 5:00 pm 04/17/2018 Existing Plus Project Synchro 10 Report

Page 8 ends

Intersection
Int Delay, s/veh 2.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 37 86 29 0 36 2 8 0 0 0 0 9
Future Vol, veh/h 37 86 29 0 36 2 8 0 0 0 0 9
Conflicting Peds, #/hr 5 0 3 3 0 5 1 0 2 2 0 1
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 76 76 76 76 76 76 76 76 76 76 76 76
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 49 113 38 0 47 3 11 0 0 0 0 12
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 55 0 0 154 0 0 289 288 137 286 306 55 Stage 1 - - - - - - 233 233 - 54 54 -
Stage 2 - - - - - - 56 55 - 232 252 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1544 - - 1420 - - 661 620 909 664 606 1009 Stage 1 - - - - - - 768 710 - 956 848 -
Stage 2 - - - - - - 954 847 - 769 697 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1537 - - 1416 - - 633 593 905 642 580 1003 Mov Cap-2 Maneuver - - - - - - 633 593 - 642 580 -
Stage 1 - - - - - - 739 683 - 918 844 -
Stage 2 - - - - - - 942 843 - 741 671 -
Approach EB WB NB SB
HCM Control Delay, s 1.8 0 10.8 8.6

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 633 1537 - - 1416 - - 1003
HCM Lane V/C Ratio 0.017 0.032 - - - - - 0.012
HCM Control Delay (s) 10.8 7.4 0 - 0 - - 8.6
HCM Lane LOS B A A - A - - A
HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 0
Agenda Item #6.9.

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HCM 6th AWSC Existing Plus Project
9: Starr Ave/Project Access & Hunt Ave Timing Plan: AM Peak Hour Hunter Subdivision 5:00 pm 04/17/2018 Existing Plus Project Synchro 10 Report

Page 9 ends

Intersection
Intersection Delay, s/veh 7.7
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 4 12 65 11 21 0 81 7 8 0 22 12
Future Vol, veh/h 4 12 65 11 21 0 81 7 8 0 22 12
Peak Hour Factor 0.92 0.85 0.85 0.85 0.85 0.92 0.85 0.92 0.85 0.92 0.92 0.92 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 4 14 76 13 25 0 95 8 9 0 24 13
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 7.3 7.7 8.1 7.3

HCM LOS A A A A

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 84% 5% 34% 0%
Vol Thru, % 7% 15% 66% 65%
Vol Right, % 8% 80% 0% 35%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 96 81 32 34
LT Vol 81 4 11 0
Through Vol 7 12 21 22
RT Vol 8 65 0 12
Lane Flow Rate 112 95 38 37
Geometry Grp 1 1 1 1
Degree of Util (X) 0.135 0.099 0.046 0.042
Departure Headway (Hd) 4.327 3.766 4.354 4.055
Convergence, Y/N Yes Yes Yes Yes
Cap 822 933 809 870
Service Time 2.389 1.863 2.454 2.141
HCM Lane V/C Ratio 0.136 0.102 0.047 0.043
HCM Control Delay 8.1 7.3 7.7 7.3
HCM Lane LOS A A A A
HCM 95th-tile Q 0.5 0.3 0.1 0.1
Agenda Item #6.9.

Page 3034 of 4069 ends

HCM 6th TWSC Existing Plus Project
10: Pope Street & Starr Ave Timing Plan: AM Peak Hour
Hunter Subdivision 5:00 pm 04/17/2018 Existing Plus Project Synchro 10 Report

Page 10 ends

Intersection
Int Delay, s/veh 2.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 13 185 365 64 78 36
Future Vol, veh/h 13 185 365 64 78 36
Conflicting Peds, #/hr 4 0 0 4 0 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 15 208 410 72 88 40
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 486 0 - 0 688 451
Stage 1 - - - - 450 -
Stage 2 - - - - 238 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1072 - - - 411 606
Stage 1 - - - - 640 -
Stage 2 - - - - 799 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1068 - - - 401 603
Mov Cap-2 Maneuver - - - - 401 -
Stage 1 - - - - 627 -
Stage 2 - - - - 796 -
Approach EB WB SB
HCM Control Delay, s 0.6 0 16.2

HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1068 - - - 448
HCM Lane V/C Ratio 0.014 - - - 0.286
HCM Control Delay (s) 8.4 0 - - 16.2
HCM Lane LOS A A - - C
HCM 95th %tile Q(veh) 0 - - - 1.2
Agenda Item #6.9.

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HCM 6th TWSC Existing Plus Project
11: College Ave/Paseo Grand Dr & Pope Street Timing Plan: AM Peak Hour Hunter Subdivision 5:00 pm 04/17/2018 Existing Plus Project Synchro 10 Report

Page 11 ends

Intersection
Int Delay, s/veh 6.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 13 136 116 88 266 8 119 0 48 8 1 17
Future Vol, veh/h 13 136 116 88 266 8 119 0 48 8 1 17
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 85 - - 90 - - 110 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 15 155 132 100 302 9 135 0 55 9 1 19
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 311 0 0 287 0 0 768 762 221 786 824 307 Stage 1 - - - - - - 251 251 - 507 507 -
Stage 2 - - - - - - 517 511 - 279 317 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1244 - - 1269 - - 317 333 816 309 307 731 Stage 1 - - - - - - 751 697 - 546 538 -
Stage 2 - - - - - - 539 535 - 725 652 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1244 - - 1269 - - 287 303 816 269 279 731 Mov Cap-2 Maneuver - - - - - - 287 303 - 269 279 -
Stage 1 - - - - - - 742 689 - 539 495 -
Stage 2 - - - - - - 482 493 - 668 644 -
Approach EB WB NB SB
HCM Control Delay, s 0.4 2 22.9 13.4

HCM LOS C B
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 287 816 1244 - - 1269 - - 460
HCM Lane V/C Ratio 0.471 0.067 0.012 - - 0.079 - - 0.064 HCM Control Delay (s) 28.2 9.7 7.9 - - 8.1 - - 13.4
HCM Lane LOS D A A - - A - - B
HCM 95th %tile Q(veh) 2.4 0.2 0 - - 0.3 - - 0.2
Agenda Item #6.9.

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HCM 6th TWSC Existing Plus Project
12: Silverado Trail & Pope Street Timing Plan: AM Peak Hour Hunter Subdivision 5:00 pm 04/17/2018 Existing Plus Project Synchro 10 Report

Page 12 ends

Intersection
Int Delay, s/veh 3.9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 106 81 182 428 316 208
Future Vol, veh/h 106 81 182 428 316 208
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 100 - - 225
Veh in Median Storage, # 2 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 96 96 96 96 96 96
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 110 84 190 446 329 217
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1155 329 546 0 - 0
Stage 1 329 - - - - -
Stage 2 826 - - - - -
Critical Hdwy 6.43 6.23 4.13 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.227 - - -
Pot Cap-1 Maneuver 217 710 1018 - - -
Stage 1 727 - - - - -
Stage 2 428 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 176 710 1018 - - -
Mov Cap-2 Maneuver 362 - - - - -
Stage 1 591 - - - - -
Stage 2 428 - - - - -
Approach EB NB SB
HCM Control Delay, s 18.5 2.8 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1018 - 460 - -
HCM Lane V/C Ratio 0.186 - 0.423 - -
HCM Control Delay (s) 9.3 - 18.5 - -
HCM Lane LOS A - C - -
HCM 95th %tile Q(veh) 0.7 - 2.1 - -
Agenda Item #6.9.

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HCM 6th TWSC Existing Plus Project
13: Silverado Trail & Howell Mountain Rd Timing Plan: AM Peak Hour Hunter Subdivision 5:00 pm 04/17/2018 Existing Plus Project Synchro 10 Report

Page 13 ends

Intersection
Int Delay, s/veh 0.5
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 26 4 494 40 4 498
Future Vol, veh/h 26 4 494 40 4 498
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 50 100 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 27 4 509 41 4 513
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1030 509 0 0 550 0
Stage 1 509 - - - - -
Stage 2 521 - - - - -
Critical Hdwy 6.43 6.23 - - 4.13 -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 - - 2.227 -
Pot Cap-1 Maneuver 258 562 - - 1015 -
Stage 1 602 - - - - -
Stage 2 594 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 257 562 - - 1015 -
Mov Cap-2 Maneuver 390 - - - - -
Stage 1 602 - - - - -
Stage 2 592 - - - - -
Approach WB NB SB
HCM Control Delay, s 14.6 0 0.1

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 407 1015 -
HCM Lane V/C Ratio - - 0.076 0.004 -
HCM Control Delay (s) - - 14.6 8.6 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.2 0 -
Agenda Item #6.9.

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HCM 6th Signalized Intersection Summary Existing Plus Project 1: Main St & Madrona Ave/Fulton Ln Timing Plan: PM Peak Hour Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 109 31 19 10 38 154 21 639 16 64 585 53 Future Volume (veh/h) 109 31 19 10 38 154 21 639 16 64 585 53 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1329 1329 1329 1870 1329 Adj Flow Rate, veh/h 111 32 19 10 39 157 21 652 16 65 597 54 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 255 69 29 71 65 228 477 834 20 279 1092 99
Arrive On Green 0.18 0.18 0.18 0.18 0.18 0.18 0.65 0.65 0.65 0.65 0.65 0.65 Sat Flow, veh/h 817 373 158 33 352 1235 781 1291 32 546 1690 153 Grp Volume(v), veh/h 162 0 0 206 0 0 21 0 668 65 0 651
Grp Sat Flow(s),veh/h/ln 1348 0 0 1620 0 0 781 0 1323 546 0 1843 Q Serve(g_s), s 0.0 0.0 0.0 0.5 0.0 0.0 0.9 0.0 21.1 5.6 0.0 11.3 Cycle Q Clear(g_c), s 6.4 0.0 0.0 6.9 0.0 0.0 12.2 0.0 21.1 26.7 0.0 11.3 Prop In Lane 0.69 0.12 0.05 0.76 1.00 0.02 1.00 0.08
Lane Grp Cap(c), veh/h 353 0 0 364 0 0 477 0 855 279 0 1190 V/C Ratio(X) 0.46 0.00 0.00 0.57 0.00 0.00 0.04 0.00 0.78 0.23 0.00 0.55 Avail Cap(c_a), veh/h 762 0 0 863 0 0 935 0 1631 599 0 2271 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.9 0.0 0.0 22.2 0.0 0.0 9.0 0.0 7.4 16.9 0.0 5.7 Incr Delay (d2), s/veh 0.7 0.0 0.0 1.0 0.0 0.0 0.1 0.0 2.3 0.6 0.0 0.6 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 2.0 0.0 0.0 2.6 0.0 0.0 0.1 0.0 4.7 0.7 0.0 2.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 22.6 0.0 0.0 23.3 0.0 0.0 9.0 0.0 9.7 17.5 0.0 6.2 LnGrp LOS C A A C A A A A A B A A
Approach Vol, veh/h 162 206 689 716
Approach Delay, s/veh 22.6 23.3 9.6 7.2
Approach LOS C C A A
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 42.4 16.0 42.4 16.0
Change Period (Y+Rc), s * 4.7 * 5.2 * 4.7 * 5.2
Max Green Setting (Gmax), s * 72 * 29 * 72 * 29
Max Q Clear Time (g_c+I1), s 23.1 8.4 28.7 8.9
Green Ext Time (p_c), s 9.1 0.8 9.0 1.0
Intersection Summary
HCM 6th Ctrl Delay 11.4
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Agenda Item #6.9.

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HCM 6th Signalized Intersection Summary Existing Plus Project 2: Main St & Adams St Timing Plan: PM Peak Hour
Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 78 102 26 65 72 63 29 534 35 73 508 33 Future Volume (veh/h) 78 102 26 65 72 63 29 534 35 73 508 33 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.93 0.87 0.97 0.84 1.00 0.90 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1329 1329 1870 1329 1329 Adj Flow Rate, veh/h 80 105 27 67 74 65 30 551 36 75 524 34 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 172 202 45 152 153 110 100 597 39 172 649 42 Arrive On Green 0.22 0.22 0.22 0.22 0.22 0.22 0.06 0.49 0.49 0.10 0.53 0.53 Sat Flow, veh/h 470 911 202 389 690 498 1781 1224 80 1781 1230 80 Grp Volume(v), veh/h 212 0 0 206 0 0 30 0 587 75 0 558
Grp Sat Flow(s),veh/h/ln1583 0 0 1577 0 0 1781 0 1304 1781 0 1310 Q Serve(g_s), s 0.3 0.0 0.0 0.0 0.0 0.0 1.2 0.0 30.4 2.9 0.0 25.4 Cycle Q Clear(g_c), s 8.0 0.0 0.0 7.7 0.0 0.0 1.2 0.0 30.4 2.9 0.0 25.4 Prop In Lane 0.38 0.13 0.33 0.32 1.00 0.06 1.00 0.06
Lane Grp Cap(c), veh/h 419 0 0 415 0 0 100 0 636 172 0 691 V/C Ratio(X) 0.51 0.00 0.00 0.50 0.00 0.00 0.30 0.00 0.92 0.44 0.00 0.81 Avail Cap(c_a), veh/h 580 0 0 573 0 0 393 0 1080 393 0 1085 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 25.0 0.0 0.0 25.0 0.0 0.0 32.8 0.0 17.3 30.8 0.0 14.1 Incr Delay (d2), s/veh 0.4 0.0 0.0 0.3 0.0 0.0 0.6 0.0 4.8 0.6 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.2 0.0 0.0 3.1 0.0 0.0 0.5 0.0 9.0 1.2 0.0 6.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.4 0.0 0.0 25.4 0.0 0.0 33.4 0.0 22.1 31.5 0.0 15.2 LnGrp LOS C A A C A A C A C C A B
Approach Vol, veh/h 212 206 617 633
Approach Delay, s/veh 25.4 25.4 22.7 17.1
Approach LOS C C C B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s8.8 42.9 20.7 11.7 40.0 20.7
Change Period (Y+Rc), s* 4.7 * 4.7 * 4.7 * 4.7 * 4.7 * 4.7 Max Green Setting (Gmax), s * 16 * 60 * 24 * 16 * 60 * 24 Max Q Clear Time (g_c+I1), s 3.2 27.4 9.7 4.9 32.4 10.0 Green Ext Time (p_c), s 0.0 2.8 0.5 0.0 2.9 0.5
Intersection Summary
HCM 6th Ctrl Delay 21.2
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Agenda Item #6.9.

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HCM 6th TWSC Existing Plus Project
3: Main St & Hunt Ave Timing Plan: PM Peak Hour
Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

Page 3 ends

Intersection
Int Delay, s/veh 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 37 23 575 77 27 572
Future Vol, veh/h 37 23 575 77 27 572
Conflicting Peds, #/hr 12 12 0 1 54 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 85 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 39 24 605 81 28 602
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1370 712 0 0 740 0
Stage 1 700 - - - - -
Stage 2 670 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 161 432 - - 867 -
Stage 1 493 - - - - -
Stage 2 509 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 146 405 - - 822 -
Mov Cap-2 Maneuver 284 - - - - -
Stage 1 468 - - - - -
Stage 2 486 - - - - -
Approach WB NB SB
HCM Control Delay, s 18.9 0 0.4

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 321 822 -
HCM Lane V/C Ratio - - 0.197 0.035 -
HCM Control Delay (s) - - 18.9 9.5 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 0.7 0.1 -
Agenda Item #6.9.

Page 3041 of 4069 ends

HCM 6th Signalized Intersection Summary Existing Plus Project 4: Main St & Mitchell Dr/Pope Street Timing Plan: PM Peak Hour Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 191 147 26 91 83 561 65 85 520 4 Future Volume (veh/h) 0 0 191 147 26 91 83 561 65 85 520 4 Initial Q (Qb), veh 0 0 0 0 0 0 0 50 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.92 1.00 0.93 1.00 0.95 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1329 1329 1870 1329 1329 Adj Flow Rate, veh/h 0 0 203 156 28 97 88 597 69 90 553 4 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 0 126 199 199 36 194 115 710 27 115 737 5
Arrive On Green 0.00 0.00 0.07 0.13 0.13 0.13 0.07 0.53 0.53 0.07 0.53 0.53 Sat Flow, veh/h 0 1870 1454 1521 273 1480 1781 1163 134 1781 1317 10 Grp Volume(v), veh/h 0 0 203 184 0 97 88 0 666 90 0 557 Grp Sat Flow(s),veh/h/ln 0 1870 1454 1794 0 1480 1781 0 1297 1781 0 1327 Q Serve(g_s), s 0.0 0.0 9.0 12.3 0.0 7.5 6.0 0.0 61.2 6.1 0.0 42.0 Cycle Q Clear(g_c), s 0.0 0.0 9.0 12.3 0.0 7.5 6.0 0.0 61.2 6.1 0.0 42.0 Prop In Lane 0.00 1.00 0.85 1.00 1.00 0.10 1.00 0.01
Lane Grp Cap(c), veh/h 0 126 199 235 0 194 115 0 737 115 0 743 V/C Ratio(X) 0.00 0.00 1.02 0.78 0.00 0.50 0.76 0.00 0.90 0.78 0.00 0.75 Avail Cap(c_a), veh/h 0 136 215 507 0 418 359 0 785 359 0 803 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 58.4 56.4 0.0 54.2 61.7 0.0 29.5 61.7 0.0 22.4 Incr Delay (d2), s/veh 0.0 0.0 65.2 2.2 0.0 0.7 3.9 0.0 12.8 4.3 0.0 3.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 200.8 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 10.4 6.2 0.0 3.1 3.1 0.0 66.7 3.2 0.0 13.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 123.6 58.6 0.0 54.9 65.6 0.0 243.1 66.0 0.0 25.5 LnGrp LOS A A F E A D E A F E A C
Approach Vol, veh/h 203 281 754 647
Approach Delay, s/veh 123.6 57.3 222.4 31.1
Approach LOS F E F C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 12.3 73.6 24.3 12.3 73.6 13.7
Change Period (Y+Rc), s 3.7 * 7.7 * 7.7 3.7 * 7.7 4.7
Max Green Setting (Gmax), s 25.0 * 75 * 35 25.0 * 75 9.0 Max Q Clear Time (g_c+I1), s 8.0 44.0 14.3 8.1 63.2 11.0 Green Ext Time (p_c), s 0.1 2.7 0.9 0.1 2.7 0.0
Intersection Summary
HCM 6th Ctrl Delay 121.5
HCM 6th LOS F
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Agenda Item #6.9.

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HCM 6th TWSC Existing Plus Project
5: Railroad Ave & Fulton Ln Timing Plan: PM Peak Hour
Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

Page 5 ends

Intersection
Int Delay, s/veh 6.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 9 100 5 13 195 6
Future Vol, veh/h 9 100 5 13 195 6
Conflicting Peds, #/hr 0 2 2 0 0 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 83 83 83 83 83 83
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 11 120 6 16 235 7
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 133 0 101 74
Stage 1 - - - - 73 -
Stage 2 - - - - 28 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1452 - 898 988
Stage 1 - - - - 950 -
Stage 2 - - - - 995 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1449 - 893 985
Mov Cap-2 Maneuver - - - - 893 -
Stage 1 - - - - 948 -
Stage 2 - - - - 991 -
Approach EB WB NB
HCM Control Delay, s 0 2.1 10.5

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 895 - - 1449 -
HCM Lane V/C Ratio 0.271 - - 0.004 -
HCM Control Delay (s) 10.5 - - 7.5 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 1.1 - - 0 -
Agenda Item #6.9.

Page 3043 of 4069 ends

HCM 6th AWSC Existing Plus Project
6: Railroad Ave & Adams St Timing Plan: PM Peak Hour
Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

Page 6 ends

Intersection
Intersection Delay, s/veh 11.4
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 15 128 85 57 144 100 55 88 29 57 72 26 Future Vol, veh/h 15 128 85 57 144 100 55 88 29 57 72 26 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 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 16 135 89 60 152 105 58 93 31 60 76 27
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 11 12.4 10.9 10.7

HCM LOS B B B B

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 32% 7% 19% 37%
Vol Thru, % 51% 56% 48% 46%
Vol Right, % 17% 37% 33% 17%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 172 228 301 155
LT Vol 55 15 57 57
Through Vol 88 128 144 72
RT Vol 29 85 100 26
Lane Flow Rate 181 240 317 163
Geometry Grp 1 1 1 1
Degree of Util (X) 0.284 0.347 0.452 0.258
Departure Headway (Hd) 5.646 5.201 5.134 5.69
Convergence, Y/N Yes Yes Yes Yes
Cap 634 689 700 630
Service Time 3.698 3.248 3.178 3.743
HCM Lane V/C Ratio 0.285 0.348 0.453 0.259
HCM Control Delay 10.9 11 12.4 10.7
HCM Lane LOS B B B B
HCM 95th-tile Q 1.2 1.6 2.4 1
Agenda Item #6.9.

Page 3044 of 4069 ends

HCM 6th TWSC Existing Plus Project
7: Railroad Ave & Hunt Ave Timing Plan: PM Peak Hour
Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

Page 7 ends

Intersection
Int Delay, s/veh 6.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 21 78 3 2 35 135 3 10 6 185 6 16
Future Vol, veh/h 21 78 3 2 35 135 3 10 6 185 6 16
Conflicting Peds, #/hr 31 0 1 1 0 31 7 0 5 5 0 7
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 24 89 3 2 40 153 3 11 7 210 7 18
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 224 0 0 93 0 0 280 368 97 305 293 155 Stage 1 - - - - - - 140 140 - 152 152 -
Stage 2 - - - - - - 140 228 - 153 141 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1345 - - 1501 - - 672 561 959 647 618 891 Stage 1 - - - - - - 863 781 - 850 772 -
Stage 2 - - - - - - 863 715 - 849 780 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1305 - - 1500 - - 636 532 954 600 586 859 Mov Cap-2 Maneuver - - - - - - 636 532 - 600 586 -
Stage 1 - - - - - - 846 765 - 809 747 -
Stage 2 - - - - - - 830 692 - 811 764 -
Approach EB WB NB SB
HCM Control Delay, s 1.6 0.1 10.8 14.5

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 638 1305 - - 1500 - - 614
HCM Lane V/C Ratio 0.034 0.018 - - 0.002 - - 0.383
HCM Control Delay (s) 10.8 7.8 0 - 7.4 0 - 14.5
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 1.8
Agenda Item #6.9.

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HCM 6th TWSC Existing Plus Project
8: Library Ln & Adams St Timing Plan: PM Peak Hour
Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

Page 8 ends

Intersection
Int Delay, s/veh 4.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 69 60 9 0 88 0 31 0 1 6 1 45
Future Vol, veh/h 69 60 9 0 88 0 31 0 1 6 1 45
Conflicting Peds, #/hr 4 0 8 8 0 4 4 0 6 6 0 4
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 81 81 81 81 81 81 81 81 81 81 81 81
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 85 74 11 0 109 0 38 0 1 7 1 56
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 113 0 0 93 0 0 400 371 94 369 376 117 Stage 1 - - - - - - 258 258 - 113 113 -
Stage 2 - - - - - - 142 113 - 256 263 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1476 - - 1501 - - 560 559 963 588 555 935 Stage 1 - - - - - - 747 694 - 892 802 -
Stage 2 - - - - - - 861 802 - 749 691 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1470 - - 1490 - - 495 519 950 554 515 928 Mov Cap-2 Maneuver - - - - - - 495 519 - 554 515 -
Stage 1 - - - - - - 696 646 - 834 799 -
Stage 2 - - - - - - 805 799 - 698 643 -
Approach EB WB NB SB
HCM Control Delay, s 3.8 0 12.8 9.6

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 503 1470 - - 1490 - - 849
HCM Lane V/C Ratio 0.079 0.058 - - - - - 0.076
HCM Control Delay (s) 12.8 7.6 0 - 0 - - 9.6
HCM Lane LOS B A A - A - - A
HCM 95th %tile Q(veh) 0.3 0.2 - - 0 - - 0.2
Agenda Item #6.9.

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HCM 6th AWSC Existing Plus Project
9: Starr Ave/Project Access & Hunt Ave Timing Plan: PM Peak Hour Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

Page 9 ends

Intersection
Intersection Delay, s/veh 7.6
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 14 15 75 6 12 0 63 25 7 0 14 8
Future Vol, veh/h 14 15 75 6 12 0 63 25 7 0 14 8
Peak Hour Factor 0.92 0.88 0.88 0.88 0.88 0.92 0.88 0.92 0.88 0.92 0.92 0.92 Heavy Vehicles, % 3 2 2 2 2 3 2 3 2 3 3 3
Mvmt Flow 15 17 85 7 14 0 72 27 8 0 15 9
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 7.4 7.5 8 7.3

HCM LOS A A A A

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 66% 13% 33% 0%
Vol Thru, % 26% 14% 67% 64%
Vol Right, % 7% 72% 0% 36%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 95 104 18 22
LT Vol 63 14 6 0
Through Vol 25 15 12 14
RT Vol 7 75 0 8
Lane Flow Rate 107 117 20 24
Geometry Grp 1 1 1 1
Degree of Util (X) 0.127 0.124 0.025 0.027
Departure Headway (Hd) 4.279 3.786 4.319 4.054
Convergence, Y/N Yes Yes Yes Yes
Cap 831 933 816 871
Service Time 2.337 1.866 2.412 2.136
HCM Lane V/C Ratio 0.129 0.125 0.025 0.028
HCM Control Delay 8 7.4 7.5 7.3
HCM Lane LOS A A A A
HCM 95th-tile Q 0.4 0.4 0.1 0.1
Agenda Item #6.9.

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HCM 6th TWSC Existing Plus Project
10: Pope Street & Starr Ave Timing Plan: PM Peak Hour
Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

Page 10 ends

Intersection
Int Delay, s/veh 2.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 30 226 261 71 76 22
Future Vol, veh/h 30 226 261 71 76 22
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 33 246 284 77 83 24
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 361 0 - 0 635 323
Stage 1 - - - - 323 -
Stage 2 - - - - 312 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1198 - - - 443 718
Stage 1 - - - - 734 -
Stage 2 - - - - 742 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1198 - - - 429 718
Mov Cap-2 Maneuver - - - - 429 -
Stage 1 - - - - 711 -
Stage 2 - - - - 742 -
Approach EB WB SB
HCM Control Delay, s 0.9 0 14.8

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1198 - - - 472
HCM Lane V/C Ratio 0.027 - - - 0.226
HCM Control Delay (s) 8.1 0 - - 14.8
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0.1 - - - 0.9
Agenda Item #6.9.

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HCM 6th TWSC Existing Plus Project
11: College Ave/Paseo Grand Dr & Pope Street Timing Plan: PM Peak Hour Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

Page 11 ends

Intersection
Int Delay, s/veh 2.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 31 249 39 19 238 6 35 0 24 4 0 20
Future Vol, veh/h 31 249 39 19 238 6 35 0 24 4 0 20
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 85 - - 90 - - 110 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 32 257 40 20 245 6 36 0 25 4 0 21
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 251 0 0 297 0 0 640 632 277 642 649 248 Stage 1 - - - - - - 341 341 - 288 288 -
Stage 2 - - - - - - 299 291 - 354 361 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1314 - - 1264 - - 388 398 762 387 389 791 Stage 1 - - - - - - 674 639 - 720 674 -
Stage 2 - - - - - - 710 672 - 663 626 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1314 - - 1264 - - 366 382 762 363 373 791 Mov Cap-2 Maneuver - - - - - - 366 382 - 363 373 -
Stage 1 - - - - - - 658 624 - 703 663 -
Stage 2 - - - - - - 681 661 - 626 611 -
Approach EB WB NB SB
HCM Control Delay, s 0.8 0.6 13.5 10.7

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 366 762 1314 - - 1264 - - 661
HCM Lane V/C Ratio 0.099 0.032 0.024 - - 0.015 - - 0.037 HCM Control Delay (s) 15.9 9.9 7.8 - - 7.9 - - 10.7
HCM Lane LOS C A A - - A - - B
HCM 95th %tile Q(veh) 0.3 0.1 0.1 - - 0 - - 0.1
Agenda Item #6.9.

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HCM 6th TWSC Existing Plus Project
12: Silverado Trail & Pope Street Timing Plan: PM Peak Hour Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

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Intersection
Int Delay, s/veh 5.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 94 168 110 395 573 181
Future Vol, veh/h 94 168 110 395 573 181
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 100 - - 225
Veh in Median Storage, # 2 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 102 183 120 429 623 197
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1292 623 820 0 - 0
Stage 1 623 - - - - -
Stage 2 669 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 180 486 809 - - -
Stage 1 535 - - - - -
Stage 2 509 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 153 486 809 - - -
Mov Cap-2 Maneuver 352 - - - - -
Stage 1 456 - - - - -
Stage 2 509 - - - - -
Approach EB NB SB
HCM Control Delay, s 28.6 2.2 0

HCM LOS D
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 809 - 428 - -
HCM Lane V/C Ratio 0.148 - 0.665 - -
HCM Control Delay (s) 10.2 - 28.6 - -
HCM Lane LOS B - D - -
HCM 95th %tile Q(veh) 0.5 - 4.7 - -
Agenda Item #6.9.

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HCM 6th TWSC Existing Plus Project
13: Silverado Trail & Howell Mountain Rd Timing Plan: PM Peak Hour Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

Page 13 ends

Intersection
Int Delay, s/veh 0.9
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 49 10 473 16 5 706
Future Vol, veh/h 49 10 473 16 5 706
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 50 100 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 93 93 93 93 93 93
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 53 11 509 17 5 759
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1278 509 0 0 526 0
Stage 1 509 - - - - -
Stage 2 769 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 183 564 - - 1041 -
Stage 1 604 - - - - -
Stage 2 457 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 182 564 - - 1041 -
Mov Cap-2 Maneuver 317 - - - - -
Stage 1 604 - - - - -
Stage 2 455 - - - - -
Approach WB NB SB
HCM Control Delay, s 17.9 0 0.1

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 342 1041 -
HCM Lane V/C Ratio - - 0.185 0.005 -
HCM Control Delay (s) - - 17.9 8.5 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 0.7 0 -
Agenda Item #6.9.

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HCM 6th Signalized Intersection Summary Existing Plus Project 1: Main St & Madrona Ave/Fulton Ln Timing Plan: Saturday Mid-Day Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 71 29 39 11 19 80 18 551 6 60 566 74 Future Volume (veh/h) 71 29 39 11 19 80 18 551 6 60 566 74 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 25 0
Ped-Bike Adj(A_pbT) 0.99 0.97 0.99 0.97 1.00 0.99 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 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1318 Adj Flow Rate, veh/h 73 30 40 11 20 82 19 568 6 62 584 76 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 199 77 70 82 58 185 250 864 9 463 783 77
Arrive On Green 0.17 0.17 0.17 0.17 0.17 0.17 0.62 0.62 0.62 0.62 0.62 0.62 Sat Flow, veh/h 623 496 435 70 362 1142 768 1302 14 831 1141 148 Grp Volume(v), veh/h 143 0 0 113 0 0 19 0 574 62 0 660
Grp Sat Flow(s),veh/h/ln 1554 0 0 1574 0 0 768 0 1316 831 0 1290 Q Serve(g_s), s 0.6 0.0 0.0 0.0 0.0 0.0 1.0 0.0 14.2 2.6 0.0 19.2 Cycle Q Clear(g_c), s 3.6 0.0 0.0 3.0 0.0 0.0 20.2 0.0 14.2 16.8 0.0 19.2 Prop In Lane 0.51 0.28 0.10 0.73 1.00 0.01 1.00 0.12
Lane Grp Cap(c), veh/h 345 0 0 325 0 0 250 0 873 463 0 860 V/C Ratio(X) 0.41 0.00 0.00 0.35 0.00 0.00 0.08 0.00 0.66 0.13 0.00 0.77 Avail Cap(c_a), veh/h 991 0 0 1012 0 0 986 0 1957 1141 0 1918 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 24.1 0.0 0.0 23.8 0.0 0.0 24.2 0.0 5.7 10.9 0.0 8.2 Incr Delay (d2), s/veh 0.6 0.0 0.0 0.5 0.0 0.0 0.2 0.0 1.2 0.2 0.0 2.1 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 26.2 %ile BackOfQ(50%),veh/ln 1.9 0.0 0.0 1.5 0.0 0.0 0.2 0.0 3.1 0.5 0.0 12.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.7 0.0 0.0 24.2 0.0 0.0 24.4 0.0 6.9 11.1 0.0 36.5 LnGrp LOS C A A C A A C A A B A D
Approach Vol, veh/h 143 113 593 722
Approach Delay, s/veh 24.7 24.2 7.5 34.3
Approach LOS C C A C
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 34.8 13.7 34.8 13.7
Change Period (Y+Rc), s * 4.7 * 5.2 * 4.7 * 5.2
Max Green Setting (Gmax), s * 72 * 29 * 72 * 29
Max Q Clear Time (g_c+I1), s 22.2 5.6 21.2 5.0
Green Ext Time (p_c), s 7.3 0.7 8.8 0.5
Intersection Summary
HCM 6th Ctrl Delay 22.6
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Agenda Item #6.9.

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HCM 6th Signalized Intersection Summary Existing Plus Project 2: Main St & Adams St Timing Plan: Saturday Mid-Day
Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 37 56 28 43 37 50 27 488 25 47 549 20 Future Volume (veh/h) 37 56 28 43 37 50 27 488 25 47 549 20 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 20 0
Ped-Bike Adj(A_pbT) 0.76 0.67 0.75 0.68 1.00 0.91 1.00 0.91 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 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1318 Adj Flow Rate, veh/h 38 58 29 44 38 52 28 503 26 48 566 21 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 133 181 78 135 108 118 91 631 33 127 678 17
Arrive On Green 0.27 0.27 0.27 0.27 0.27 0.27 0.05 0.46 0.46 0.08 0.49 0.49 Sat Flow, veh/h 312 737 317 315 444 481 1767 1235 64 1767 1258 47 Grp Volume(v), veh/h 125 0 0 134 0 0 28 0 529 48 0 587
Grp Sat Flow(s),veh/h/ln1365 0 0 1240 0 0 1767 0 1299 1767 0 1305 Q Serve(g_s), s 0.0 0.0 0.0 1.0 0.0 0.0 1.2 0.0 27.8 1.9 0.0 31.8 Cycle Q Clear(g_c), s 4.7 0.0 0.0 5.7 0.0 0.0 1.2 0.0 27.8 1.9 0.0 31.8 Prop In Lane 0.30 0.23 0.33 0.39 1.00 0.05 1.00 0.04
Lane Grp Cap(c), veh/h 393 0 0 361 0 0 91 0 663 127 0 695 V/C Ratio(X) 0.32 0.00 0.00 0.37 0.00 0.00 0.31 0.00 0.80 0.38 0.00 0.84 Avail Cap(c_a), veh/h 493 0 0 455 0 0 375 0 1033 375 0 1038 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 26.5 0.0 0.0 26.9 0.0 0.0 38.9 0.0 16.9 37.7 0.0 18.9 Incr Delay (d2), s/veh 0.2 0.0 0.0 0.2 0.0 0.0 0.7 0.0 1.1 0.7 0.0 2.7 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 38.4 %ile BackOfQ(50%),veh/ln2.1 0.0 0.0 2.3 0.0 0.0 0.6 0.0 8.0 1.0 0.0 19.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.7 0.0 0.0 27.1 0.0 0.0 39.7 0.0 18.0 38.4 0.0 60.0 LnGrp LOS C A A C A A D A B D A E
Approach Vol, veh/h 125 134 557 635
Approach Delay, s/veh 26.7 27.1 19.1 58.3
Approach LOS C C B E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s8.7 41.3 25.4 10.4 39.6 25.4
Change Period (Y+Rc), s* 4.7 * 4.7 * 4.7 * 4.7 * 4.7 * 4.7 Max Green Setting (Gmax), s * 16 * 60 * 24 * 16 * 60 * 24 Max Q Clear Time (g_c+I1), s 3.2 33.8 7.7 3.9 29.8 6.7
Green Ext Time (p_c), s 0.0 2.9 0.4 0.0 2.6 0.3
Intersection Summary
HCM 6th Ctrl Delay 37.6
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Agenda Item #6.9.

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HCM 6th TWSC Existing Plus Project
3: Main St & Hunt Ave Timing Plan: Saturday Mid-Day
Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

Page 3 ends

Intersection
Int Delay, s/veh 1.4
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 37 29 511 72 23 597
Future Vol, veh/h 37 29 511 72 23 597
Conflicting Peds, #/hr 39 71 0 169 169 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 85 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 96 96 96 96 96 96
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 39 30 532 75 24 622
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1448 810 0 0 776 0
Stage 1 739 - - - - -
Stage 2 709 - - - - -
Critical Hdwy 6.43 6.23 - - 4.13 -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 - - 2.227 -
Pot Cap-1 Maneuver 144 378 - - 836 -
Stage 1 471 - - - - -
Stage 2 486 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 112 296 - - 701 -
Mov Cap-2 Maneuver 243 - - - - -
Stage 1 395 - - - - -
Stage 2 452 - - - - -
Approach WB NB SB
HCM Control Delay, s 23.4 0 0.4

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 264 701 -
HCM Lane V/C Ratio - - 0.26 0.034 -
HCM Control Delay (s) - - 23.4 10.3 -
HCM Lane LOS - - C B -
HCM 95th %tile Q(veh) - - 1 0.1 -
Agenda Item #6.9.

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HCM 6th Signalized Intersection Summary Existing Plus Project 4: Main St & Mitchell Dr/Pope Street Timing Plan: Saturday Mid-Day Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 153 135 38 71 57 511 62 63 564 6 Future Volume (veh/h) 0 0 153 135 38 71 57 511 62 63 564 6 Initial Q (Qb), veh 0 0 0 0 0 0 0 50 0 0 25 0
Ped-Bike Adj(A_pbT) 1.00 0.48 1.00 0.73 1.00 0.91 1.00 0.93 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 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1318 Adj Flow Rate, veh/h 0 0 156 138 39 72 58 521 63 64 576 6 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 0 123 139 222 63 177 104 674 24 107 708 4
Arrive On Green 0.00 0.00 0.08 0.18 0.18 0.18 0.06 0.48 0.48 0.07 0.48 0.48 Sat Flow, veh/h 0 1856 761 1392 394 1153 1767 1139 138 1767 1301 14 Grp Volume(v), veh/h 0 0 156 177 0 72 58 0 584 64 0 582 Grp Sat Flow(s),veh/h/ln 0 1856 761 1786 0 1153 1767 0 1277 1767 0 1315 Q Serve(g_s), s 0.0 0.0 9.0 10.7 0.0 6.5 3.8 0.0 52.0 4.2 0.0 48.8 Cycle Q Clear(g_c), s 0.0 0.0 9.0 10.7 0.0 6.5 3.8 0.0 52.0 4.2 0.0 48.8 Prop In Lane 0.00 1.00 0.78 1.00 1.00 0.11 1.00 0.01
Lane Grp Cap(c), veh/h 0 123 139 285 0 177 104 0 711 107 0 696 V/C Ratio(X) 0.00 0.00 1.12 0.62 0.00 0.41 0.56 0.00 0.82 0.60 0.00 0.84 Avail Cap(c_a), veh/h 0 141 160 528 0 341 373 0 808 373 0 832 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 62.0 53.4 0.0 51.4 62.3 0.0 31.4 62.3 0.0 30.6 Incr Delay (d2), s/veh 0.0 0.0 110.3 2.2 0.0 1.5 1.7 0.0 5.4 2.0 0.0 5.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 173.1 0.0 0.0 56.9 %ile BackOfQ(50%),veh/ln 0.0 0.0 9.2 5.9 0.0 2.3 2.0 0.0 58.3 2.2 0.0 33.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 172.3 55.6 0.0 52.9 64.1 0.0 209.8 64.3 0.0 93.0 LnGrp LOS A A F E A D E A F E A F
Approach Vol, veh/h 156 249 642 646
Approach Delay, s/veh 172.3 54.8 196.7 90.1
Approach LOS F D F F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 11.4 64.7 28.7 11.6 64.5 13.7
Change Period (Y+Rc), s 3.7 * 7.7 * 7.7 3.7 * 7.7 4.7
Max Green Setting (Gmax), s 25.0 * 75 * 35 25.0 * 75 9.0 Max Q Clear Time (g_c+I1), s 5.8 50.8 12.7 6.2 54.0 11.0 Green Ext Time (p_c), s 0.1 2.8 1.4 0.1 2.8 0.0
Intersection Summary
HCM 6th Ctrl Delay 132.9
HCM 6th LOS F
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Agenda Item #6.9.

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HCM 6th TWSC Existing Plus Project
5: Railroad Ave & Fulton Ln Timing Plan: Saturday Mid-Day Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

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Intersection
Int Delay, s/veh 5.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 10 84 8 11 120 10
Future Vol, veh/h 10 84 8 11 120 10
Conflicting Peds, #/hr 0 2 2 0 6 6
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 11 91 9 12 130 11
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 104 0 95 65
Stage 1 - - - - 59 -
Stage 2 - - - - 36 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1481 - 902 996
Stage 1 - - - - 961 -
Stage 2 - - - - 984 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1478 - 889 988
Mov Cap-2 Maneuver - - - - 889 -
Stage 1 - - - - 959 -
Stage 2 - - - - 972 -
Approach EB WB NB
HCM Control Delay, s 0 3.1 9.8

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 896 - - 1478 -
HCM Lane V/C Ratio 0.158 - - 0.006 -
HCM Control Delay (s) 9.8 - - 7.5 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.6 - - 0 -
Agenda Item #6.9.

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HCM 6th AWSC Existing Plus Project
6: Railroad Ave & Adams St Timing Plan: Saturday Mid-Day Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

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Intersection
Intersection Delay, s/veh 8.9
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 8 76 39 22 78 54 30 72 18 54 53 14
Future Vol, veh/h 8 76 39 22 78 54 30 72 18 54 53 14
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 9 85 44 25 88 61 34 81 20 61 60 16
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 8.7 9 8.9 9

HCM LOS A A A A

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 25% 7% 14% 45%
Vol Thru, % 60% 62% 51% 44%
Vol Right, % 15% 32% 35% 12%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 120 123 154 121
LT Vol 30 8 22 54
Through Vol 72 76 78 53
RT Vol 18 39 54 14
Lane Flow Rate 135 138 173 136
Geometry Grp 1 1 1 1
Degree of Util (X) 0.18 0.178 0.221 0.184
Departure Headway (Hd) 4.805 4.64 4.594 4.862
Convergence, Y/N Yes Yes Yes Yes
Cap 743 770 779 734
Service Time 2.858 2.689 2.641 2.914
HCM Lane V/C Ratio 0.182 0.179 0.222 0.185
HCM Control Delay 8.9 8.7 9 9
HCM Lane LOS A A A A
HCM 95th-tile Q 0.7 0.6 0.8 0.7
Agenda Item #6.9.

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HCM 6th TWSC Existing Plus Project
7: Railroad Ave & Hunt Ave Timing Plan: Saturday Mid-Day Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

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Intersection
Int Delay, s/veh 4.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 26 65 2 1 48 85 1 2 2 94 2 20
Future Vol, veh/h 26 65 2 1 48 85 1 2 2 94 2 20
Conflicting Peds, #/hr 27 0 18 18 0 27 4 0 7 7 0 5
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 27 67 2 1 49 88 1 2 2 97 2 21
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 164 0 0 87 0 0 252 306 93 253 263 125 Stage 1 - - - - - - 140 140 - 122 122 -
Stage 2 - - - - - - 112 166 - 131 141 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1408 - - 1503 - - 699 606 961 698 640 923 Stage 1 - - - - - - 861 779 - 880 793 -
Stage 2 - - - - - - 891 759 - 870 778 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1372 - - 1477 - - 656 568 938 662 600 895 Mov Cap-2 Maneuver - - - - - - 656 568 - 662 600 -
Stage 1 - - - - - - 829 750 - 840 772 -
Stage 2 - - - - - - 863 739 - 843 749 -
Approach EB WB NB SB
HCM Control Delay, s 2.1 0.1 10.2 11.3

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 697 1372 - - 1477 - - 692
HCM Lane V/C Ratio 0.007 0.02 - - 0.001 - - 0.173
HCM Control Delay (s) 10.2 7.7 0 - 7.4 0 - 11.3
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0 0.1 - - 0 - - 0.6
Agenda Item #6.9.

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HCM 6th TWSC Existing Plus Project
8: Library Ln & Adams St Timing Plan: Saturday Mid-Day
Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

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Intersection
Int Delay, s/veh 4.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 43 27 3 0 24 1 1 2 0 0 1 30
Future Vol, veh/h 43 27 3 0 24 1 1 2 0 0 1 30
Conflicting Peds, #/hr 1 0 4 4 0 1 3 0 1 1 0 3
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 81 81 81 81 81 81 81 81 81 81 81 81
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 53 33 4 0 30 1 1 2 0 0 1 37
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 32 0 0 41 0 0 198 177 40 175 179 35 Stage 1 - - - - - - 145 145 - 32 32 -
Stage 2 - - - - - - 53 32 - 143 147 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1574 - - 1562 - - 759 715 1028 785 713 1035 Stage 1 - - - - - - 855 775 - 982 866 -
Stage 2 - - - - - - 957 866 - 857 774 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1573 - - 1556 - - 707 687 1023 761 685 1031 Mov Cap-2 Maneuver - - - - - - 707 687 - 761 685 -
Stage 1 - - - - - - 823 746 - 948 865 -
Stage 2 - - - - - - 919 865 - 824 745 -
Approach EB WB NB SB
HCM Control Delay, s 4.3 0 10.2 8.7

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 694 1573 - - 1556 - - 1014
HCM Lane V/C Ratio 0.005 0.034 - - - - - 0.038
HCM Control Delay (s) 10.2 7.4 0 - 0 - - 8.7
HCM Lane LOS B A A - A - - A
HCM 95th %tile Q(veh) 0 0.1 - - 0 - - 0.1
Agenda Item #6.9.

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HCM 6th AWSC Existing Plus Project
9: Starr Ave/Project Access & Hunt Ave Timing Plan: Saturday Mid-Day Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

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Intersection
Intersection Delay, s/veh 7.3
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 8 6 46 5 8 0 44 13 11 0 13 8
Future Vol, veh/h 8 6 46 5 8 0 44 13 11 0 13 8
Peak Hour Factor 0.92 0.86 0.86 0.86 0.86 0.92 0.86 0.92 0.86 0.92 0.92 0.92 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 9 7 53 6 9 0 51 14 13 0 14 9
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 7 7.4 7.6 7.1

HCM LOS A A A A

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 65% 13% 38% 0%
Vol Thru, % 19% 10% 62% 62%
Vol Right, % 16% 77% 0% 38%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 68 60 13 21
LT Vol 44 8 5 0
Through Vol 13 6 8 13
RT Vol 11 46 0 8
Lane Flow Rate 78 69 15 23
Geometry Grp 1 1 1 1
Degree of Util (X) 0.09 0.071 0.018 0.025
Departure Headway (Hd) 4.145 3.702 4.255 3.926
Convergence, Y/N Yes Yes Yes Yes
Cap 863 959 835 906
Service Time 2.179 1.757 2.315 1.974
HCM Lane V/C Ratio 0.09 0.072 0.018 0.025
HCM Control Delay 7.6 7 7.4 7.1
HCM Lane LOS A A A A
HCM 95th-tile Q 0.3 0.2 0.1 0.1
Agenda Item #6.9.

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HCM 6th TWSC Existing Plus Project
10: Pope Street & Starr Ave Timing Plan: Saturday Mid-Day Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

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Intersection
Int Delay, s/veh 1.6
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 22 188 213 47 44 14
Future Vol, veh/h 22 188 213 47 44 14
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 98 98 98 98 98 98
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 22 192 217 48 45 14
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 265 0 - 0 477 241
Stage 1 - - - - 241 -
Stage 2 - - - - 236 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1293 - - - 545 795
Stage 1 - - - - 797 -
Stage 2 - - - - 801 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1293 - - - 535 795
Mov Cap-2 Maneuver - - - - 535 -
Stage 1 - - - - 782 -
Stage 2 - - - - 801 -
Approach EB WB SB
HCM Control Delay, s 0.8 0 11.9

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1293 - - - 581
HCM Lane V/C Ratio 0.017 - - - 0.102
HCM Control Delay (s) 7.8 0 - - 11.9
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0.1 - - - 0.3
Agenda Item #6.9.

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HCM 6th TWSC Existing Plus Project
11: College Ave/Paseo Grand Dr & Pope Street Timing Plan: Saturday Mid-Day Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

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Intersection
Int Delay, s/veh 1.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 14 201 18 19 226 4 13 0 22 9 0 16
Future Vol, veh/h 14 201 18 19 226 4 13 0 22 9 0 16
Conflicting Peds, #/hr 2 0 0 0 0 2 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 85 - - 90 - - 110 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 15 214 19 20 240 4 14 0 23 10 0 17
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 246 0 0 233 0 0 545 540 224 549 547 244 Stage 1 - - - - - - 254 254 - 284 284 -
Stage 2 - - - - - - 291 286 - 265 263 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1314 - - 1329 - - 448 447 813 445 443 792 Stage 1 - - - - - - 748 695 - 721 675 -
Stage 2 - - - - - - 715 673 - 738 689 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1311 - - 1329 - - 430 434 813 423 431 790 Mov Cap-2 Maneuver - - - - - - 430 434 - 423 431 -
Stage 1 - - - - - - 740 687 - 712 664 -
Stage 2 - - - - - - 689 662 - 709 681 -
Approach EB WB NB SB
HCM Control Delay, s 0.5 0.6 11.1 11.3

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 430 813 1311 - - 1329 - - 602
HCM Lane V/C Ratio 0.032 0.029 0.011 - - 0.015 - - 0.044 HCM Control Delay (s) 13.7 9.6 7.8 - - 7.8 - - 11.3
HCM Lane LOS B A A - - A - - B
HCM 95th %tile Q(veh) 0.1 0.1 0 - - 0 - - 0.1
Agenda Item #6.9.

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HCM 6th TWSC Existing Plus Project
12: Silverado Trail & Pope Street Timing Plan: Saturday Mid-Day Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

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Intersection
Int Delay, s/veh 4.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 112 120 127 471 423 127
Future Vol, veh/h 112 120 127 471 423 127
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 100 - - 225
Veh in Median Storage, # 2 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 118 126 134 496 445 134
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1209 445 579 0 - 0
Stage 1 445 - - - - -
Stage 2 764 - - - - -
Critical Hdwy 6.43 6.23 4.13 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.227 - - -
Pot Cap-1 Maneuver 201 611 990 - - -
Stage 1 644 - - - - -
Stage 2 458 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 174 611 990 - - -
Mov Cap-2 Maneuver 370 - - - - -
Stage 1 557 - - - - -
Stage 2 458 - - - - -
Approach EB NB SB
HCM Control Delay, s 21 2 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 990 - 465 - -
HCM Lane V/C Ratio 0.135 - 0.525 - -
HCM Control Delay (s) 9.2 - 21 - -
HCM Lane LOS A - C - -
HCM 95th %tile Q(veh) 0.5 - 3 - -
Agenda Item #6.9.

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HCM 6th TWSC Existing Plus Project
13: Silverado Trail & Howell Mountain Rd Timing Plan: Saturday Mid-Day Hunter Subdivision 04/17/2018 Existing Plus Project Synchro 10 Report

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Intersection
Int Delay, s/veh 0.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 28 15 560 23 8 522
Future Vol, veh/h 28 15 560 23 8 522
Conflicting Peds, #/hr 0 1 0 1 1 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 50 100 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 96 96 96 96 96 96
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 29 16 583 24 8 544
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1144 585 0 0 608 0
Stage 1 584 - - - - -
Stage 2 560 - - - - -
Critical Hdwy 6.43 6.23 - - 4.13 -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 - - 2.227 -
Pot Cap-1 Maneuver 220 509 - - 966 -
Stage 1 555 - - - - -
Stage 2 570 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 218 508 - - 965 -
Mov Cap-2 Maneuver 355 - - - - -
Stage 1 554 - - - - -
Stage 2 565 - - - - -
Approach WB NB SB
HCM Control Delay, s 15.2 0 0.1

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 397 965 -
HCM Lane V/C Ratio - - 0.113 0.009 -
HCM Control Delay (s) - - 15.2 8.8 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 0.4 0 -
Agenda Item #6.9.

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HCM 6th Signalized Intersection Summary 2040 GP Buildout 1: Main St & Madrona Ave/Fulton Ln Timing Plan: AM Peak Hour Hunter Subdivision 04/17/2018 2040 GP Buildout Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 100 50 50 20 60 80 40 610 20 120 610 110 Future Volume (veh/h) 100 50 50 20 60 80 40 610 20 120 610 110 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.96 0.99 0.96 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 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1318 Adj Flow Rate, veh/h 112 56 56 22 67 90 45 685 22 135 685 124 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 183 83 68 68 143 168 189 878 28 322 750 136
Arrive On Green 0.20 0.20 0.20 0.20 0.20 0.20 0.69 0.69 0.69 0.69 0.69 0.69 Sat Flow, veh/h 618 417 345 116 719 845 669 1270 41 735 1086 197 Grp Volume(v), veh/h 224 0 0 179 0 0 45 0 707 135 0 809 Grp Sat Flow(s),veh/h/ln 1379 0 0 1680 0 0 669 0 1311 735 0 1282 Q Serve(g_s), s 5.3 0.0 0.0 0.0 0.0 0.0 5.4 0.0 32.4 13.5 0.0 47.3 Cycle Q Clear(g_c), s 14.0 0.0 0.0 8.6 0.0 0.0 52.7 0.0 32.4 45.8 0.0 47.3 Prop In Lane 0.50 0.25 0.12 0.50 1.00 0.03 1.00 0.15
Lane Grp Cap(c), veh/h 334 0 0 378 0 0 189 0 906 322 0 886 V/C Ratio(X) 0.67 0.00 0.00 0.47 0.00 0.00 0.24 0.00 0.78 0.42 0.00 0.91 Avail Cap(c_a), veh/h 510 0 0 577 0 0 266 0 1055 407 0 1032 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 34.2 0.0 0.0 32.2 0.0 0.0 33.6 0.0 9.3 24.7 0.0 11.6 Incr Delay (d2), s/veh 1.7 0.0 0.0 0.7 0.0 0.0 0.9 0.0 3.7 1.2 0.0 11.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.8 0.0 0.0 3.5 0.0 0.0 0.9 0.0 8.6 2.3 0.0 12.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 36.0 0.0 0.0 32.9 0.0 0.0 34.5 0.0 13.0 25.9 0.0 23.1 LnGrp LOS D A A C A A C A B C A C
Approach Vol, veh/h 224 179 752 944
Approach Delay, s/veh 36.0 32.9 14.3 23.5
Approach LOS D C B C
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 66.5 22.9 66.5 22.9
Change Period (Y+Rc), s * 4.7 * 5.2 * 4.7 * 5.2
Max Green Setting (Gmax), s * 72 * 29 * 72 * 29
Max Q Clear Time (g_c+I1), s 54.7 16.0 49.3 10.6
Green Ext Time (p_c), s 7.1 1.0 10.1 0.8
Intersection Summary
HCM 6th Ctrl Delay 22.3
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Agenda Item #6.9.

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HCM 6th Signalized Intersection Summary 2040 GP Buildout 2: Main St & Adams St Timing Plan: AM Peak Hour
Hunter Subdivision 04/17/2018 2040 GP Buildout Synchro 10 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 60 90 40 30 70 40 50 570 50 70 540 70 Future Volume (veh/h) 60 90 40 30 70 40 50 570 50 70 540 70 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.95 0.91 0.96 0.93 1.00 0.99 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 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1318 Adj Flow Rate, veh/h 65 98 43 33 76 43 54 620 54 76 587 76 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, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 133 169 65 97 187 91 136 656 57 158 641 83
Arrive On Green 0.19 0.19 0.19 0.19 0.19 0.19 0.08 0.55 0.55 0.09 0.56 0.56 Sat Flow, veh/h 397 880 337 229 971 473 1767 1194 104 1767 1142 148 Grp Volume(v), veh/h 206 0 0 152 0 0 54 0 674 76 0 663
Grp Sat Flow(s),veh/h/ln1614 0 0 1674 0 0 1767 0 1298 1767 0 1290 Q Serve(g_s), s 2.9 0.0 0.0 0.0 0.0 0.0 2.4 0.0 40.5 3.4 0.0 38.6 Cycle Q Clear(g_c), s 9.3 0.0 0.0 6.4 0.0 0.0 2.4 0.0 40.5 3.4 0.0 38.6 Prop In Lane 0.32 0.21 0.22 0.28 1.00 0.08 1.00 0.11
Lane Grp Cap(c), veh/h 367 0 0 374 0 0 136 0 713 158 0 724 V/C Ratio(X) 0.56 0.00 0.00 0.41 0.00 0.00 0.40 0.00 0.95 0.48 0.00 0.92 Avail Cap(c_a), veh/h 512 0 0 524 0 0 340 0 937 340 0 931 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 30.8 0.0 0.0 29.8 0.0 0.0 36.5 0.0 17.6 36.0 0.0 16.5 Incr Delay (d2), s/veh 0.5 0.0 0.0 0.3 0.0 0.0 0.7 0.0 13.7 0.8 0.0 10.0 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/ln3.8 0.0 0.0 2.7 0.0 0.0 1.1 0.0 13.6 1.5 0.0 12.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.3 0.0 0.0 30.0 0.0 0.0 37.2 0.0 31.3 36.9 0.0 26.5 LnGrp LOS C A A C A A D A C D A C
Approach Vol, veh/h 206 152 728 739
Approach Delay, s/veh 31.3 30.0 31.7 27.6
Approach LOS C C C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s11.1 51.4 20.7 12.1 50.4 20.7
Change Period (Y+Rc), s* 4.7 * 4.7 * 4.7 * 4.7 * 4.7 * 4.7 Max Green Setting (Gmax), s * 16 * 60 * 24 * 16 * 60 * 24 Max Q Clear Time (g_c+I1), s 4.4 40.6 8.4 5.4 42.5 11.3 Green Ext Time (p_c), s 0.0 3.2 0.3 0.0 3.2 0.4
Intersection Summary
HCM 6th Ctrl Delay 29.8
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Agenda Item #6.9.

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HCM 6th TWSC 2040 GP Buildout
3: Main St & Hunt Ave Timing Plan: AM Peak Hour
Hunter Subdivision 04/17/2018 2040 GP Buildout Synchro 10 Report

Page 3 ends

Intersection
Int Delay, s/veh 0.9
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 41 20 650 110 20 590
Future Vol, veh/h 41 20 650 110 20 590
Conflicting Peds, #/hr 0 2 0 5 5 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 85 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 96 96 96 96 96 96
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 43 21 677 115 21 615
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1397 742 0 0 797 0
Stage 1 740 - - - - -
Stage 2 657 - - - - -
Critical Hdwy 6.43 6.23 - - 4.13 -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 - - 2.227 -
Pot Cap-1 Maneuver 155 414 - - 821 -
Stage 1 470 - - - - -
Stage 2 514 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 150 411 - - 817 -
Mov Cap-2 Maneuver 289 - - - - -
Stage 1 468 - - - - -
Stage 2 501 - - - - -
Approach WB NB SB
HCM Control Delay, s 19 0 0.3

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 320 817 -
HCM Lane V/C Ratio - - 0.199 0.025 -
HCM Control Delay (s) - - 19 9.5 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 0.7 0.1 -
Agenda Item #6.9.

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HCM 6th Signalized Intersection Summary 2040 GP Buildout 4: Main St & Mitchell Dr/Pope Street Timing Plan: AM Peak Hour Hunter Subdivision 04/17/2018 2040 GP Buildout Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 170 201 40 150 80 610 80 100 521 10 Future Volume (veh/h) 0 0 170 201 40 150 80 610 80 100 521 10 Initial Q (Qb), veh 0 0 0 0 0 0 0 50 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.84 1.00 0.92 1.00 0.97 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 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1318 Adj Flow Rate, veh/h 0 0 183 216 43 161 86 656 86 108 560 11 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, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 0 117 180 250 50 243 108 657 31 131 696 14
Arrive On Green 0.00 0.00 0.06 0.17 0.17 0.17 0.06 0.53 0.53 0.07 0.54 0.54 Sat Flow, veh/h 0 1856 1324 1486 296 1443 1767 1137 149 1767 1288 25 Grp Volume(v), veh/h 0 0 183 259 0 161 86 0 742 108 0 571 Grp Sat Flow(s),veh/h/ln 0 1856 1324 1781 0 1443 1767 0 1286 1767 0 1314 Q Serve(g_s), s 0.0 0.0 9.0 20.1 0.0 14.9 6.8 0.0 75.0 8.6 0.0 50.3 Cycle Q Clear(g_c), s 0.0 0.0 9.0 20.1 0.0 14.9 6.8 0.0 75.0 8.6 0.0 50.3 Prop In Lane 0.00 1.00 0.83 1.00 1.00 0.12 1.00 0.02
Lane Grp Cap(c), veh/h 0 117 180 300 0 243 108 0 688 131 0 709 V/C Ratio(X) 0.00 0.00 1.02 0.86 0.00 0.66 0.80 0.00 1.08 0.83 0.00 0.81 Avail Cap(c_a), veh/h 0 117 180 438 0 355 310 0 678 310 0 709 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 62.7 57.6 0.0 55.4 65.9 0.0 33.7 65.0 0.0 26.6 Incr Delay (d2), s/veh 0.0 0.0 71.7 11.5 0.0 3.1 5.0 0.0 57.4 4.9 0.0 6.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 261.6 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 10.1 10.1 0.0 5.7 3.3 0.0 84.3 4.1 0.0 16.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 134.4 69.0 0.0 58.5 70.9 0.0 352.7 69.9 0.0 32.9 LnGrp LOS A A F E A E E A F E A C
Approach Vol, veh/h 183 420 828 679
Approach Delay, s/veh 134.4 65.0 323.4 38.8
Approach LOS F E F D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 12.4 84.5 31.7 14.2 82.7 13.7
Change Period (Y+Rc), s 3.7 * 7.7 * 7.7 3.7 * 7.7 4.7
Max Green Setting (Gmax), s 25.0 * 75 * 35 25.0 * 75 9.0 Max Q Clear Time (g_c+I1), s 8.8 52.3 22.1 10.6 77.0 11.0 Green Ext Time (p_c), s 0.1 2.7 1.8 0.1 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 164.0
HCM 6th LOS F
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Agenda Item #6.9.

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HCM 6th TWSC 2040 GP Buildout
5: Railroad Ave & Fulton Ln Timing Plan: AM Peak Hour
Hunter Subdivision 04/17/2018 2040 GP Buildout Synchro 10 Report

Page 5 ends

Intersection
Int Delay, s/veh 4.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 30 150 10 20 120 20
Future Vol, veh/h 30 150 10 20 120 20
Conflicting Peds, #/hr 0 2 2 0 1 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 83 83 83 83 83 83
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 36 181 12 24 145 24
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 219 0 178 130
Stage 1 - - - - 129 -
Stage 2 - - - - 49 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1344 - 809 917
Stage 1 - - - - 894 -
Stage 2 - - - - 971 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1341 - 799 914
Mov Cap-2 Maneuver - - - - 799 -
Stage 1 - - - - 892 -
Stage 2 - - - - 961 -
Approach EB WB NB
HCM Control Delay, s 0 2.6 10.6

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 814 - - 1341 -
HCM Lane V/C Ratio 0.207 - - 0.009 -
HCM Control Delay (s) 10.6 - - 7.7 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 0.8 - - 0 -
Agenda Item #6.9.

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HCM 6th AWSC 2040 GP Buildout
6: Railroad Ave & Adams St Timing Plan: AM Peak Hour
Hunter Subdivision 04/17/2018 2040 GP Buildout Synchro 10 Report

Page 6 ends

Intersection
Intersection Delay, s/veh 11
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 30 100 80 20 50 40 80 110 60 60 70 20 Future Vol, veh/h 30 100 80 20 50 40 80 110 60 60 70 20 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 35 116 93 23 58 47 93 128 70 70 81 23
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 11.1 9.7 11.8 10.4

HCM LOS B A B B

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 32% 14% 18% 40%
Vol Thru, % 44% 48% 45% 47%
Vol Right, % 24% 38% 36% 13%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 250 210 110 150
LT Vol 80 30 20 60
Through Vol 110 100 50 70
RT Vol 60 80 40 20
Lane Flow Rate 291 244 128 174
Geometry Grp 1 1 1 1
Degree of Util (X) 0.416 0.353 0.192 0.262
Departure Headway (Hd) 5.157 5.205 5.416 5.408
Convergence, Y/N Yes Yes Yes Yes
Cap 698 691 661 663
Service Time 3.19 3.239 3.456 3.446
HCM Lane V/C Ratio 0.417 0.353 0.194 0.262
HCM Control Delay 11.8 11.1 9.7 10.4
HCM Lane LOS B B A B
HCM 95th-tile Q 2.1 1.6 0.7 1
Agenda Item #6.9.

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HCM 6th TWSC 2040 GP Buildout
7: Railroad Ave & Hunt Ave Timing Plan: AM Peak Hour
Hunter Subdivision 04/17/2018 2040 GP Buildout Synchro 10 Report

Page 7 ends

Intersection
Int Delay, s/veh 6.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 50 60 20 10 41 190 10 10 10 140 10 10 Future Vol, veh/h 50 60 20 10 41 190 10 10 10 140 10 10 Conflicting Peds, #/hr 15 0 15 15 0 15 0 0 4 4 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 83 83 83 83 83 83 83 83 83 83 83 83
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 60 72 24 12 49 229 12 12 12 169 12 12
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 293 0 0 111 0 0 419 536 103 423 434 179 Stage 1 - - - - - - 219 219 - 203 203 -
Stage 2 - - - - - - 200 317 - 220 231 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1263 - - 1473 - - 543 450 949 539 514 861 Stage 1 - - - - - - 781 720 - 797 732 -
Stage 2 - - - - - - 800 652 - 780 711 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1245 - - 1452 - - 494 411 932 487 469 849 Mov Cap-2 Maneuver - - - - - - 494 411 - 487 469 -
Stage 1 - - - - - - 730 674 - 745 714 -
Stage 2 - - - - - - 768 636 - 715 665 -
Approach EB WB NB SB
HCM Control Delay, s 3.1 0.3 12.1 16.7

HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 542 1245 - - 1452 - - 499
HCM Lane V/C Ratio 0.067 0.048 - - 0.008 - - 0.386
HCM Control Delay (s) 12.1 8 0 - 7.5 0 - 16.7
HCM Lane LOS B A A - A A - C
HCM 95th %tile Q(veh) 0.2 0.2 - - 0 - - 1.8
Agenda Item #6.9.

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HCM 6th TWSC 2040 GP Buildout
8: Library Ln & Adams St Timing Plan: AM Peak Hour
Hunter Subdivision 04/17/2018 2040 GP Buildout Synchro 10 Report

Page 8 ends

Intersection
Int Delay, s/veh 2.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 40 90 30 0 31 10 10 0 0 0 0 10
Future Vol, veh/h 40 90 30 0 31 10 10 0 0 0 0 10
Conflicting Peds, #/hr 5 0 3 3 0 5 1 0 2 2 0 1
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 76 76 76 76 76 76 76 76 76 76 76 76
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 53 118 39 0 41 13 13 0 0 0 0 13
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 59 0 0 160 0 0 302 306 143 299 319 54 Stage 1 - - - - - - 247 247 - 53 53 -
Stage 2 - - - - - - 55 59 - 246 266 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1538 - - 1413 - - 648 606 902 651 596 1010 Stage 1 - - - - - - 755 700 - 957 849 -
Stage 2 - - - - - - 955 844 - 756 687 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1531 - - 1409 - - 619 578 898 628 569 1004 Mov Cap-2 Maneuver - - - - - - 619 578 - 628 569 -
Stage 1 - - - - - - 724 671 - 916 845 -
Stage 2 - - - - - - 942 840 - 726 659 -
Approach EB WB NB SB
HCM Control Delay, s 1.9 0 10.9 8.6

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 619 1531 - - 1409 - - 1004
HCM Lane V/C Ratio 0.021 0.034 - - - - - 0.013
HCM Control Delay (s) 10.9 7.4 0 - 0 - - 8.6
HCM Lane LOS B A A - A - - A
HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 0
Agenda Item #6.9.

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HCM 6th AWSC 2040 GP Buildout
9: Starr Ave/Project Access & Hunt Ave Timing Plan: AM Peak Hour Hunter Subdivision 04/17/2018 2040 GP Buildout Synchro 10 Report

Page 9 ends

Intersection
Intersection Delay, s/veh 8.1
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 5 20 80 20 30 0 110 8 10 0 26 15
Future Vol, veh/h 5 20 80 20 30 0 110 8 10 0 26 15
Peak Hour Factor 0.92 0.85 0.85 0.85 0.85 0.92 0.85 0.92 0.85 0.92 0.92 0.92 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 5 24 94 24 35 0 129 9 12 0 28 16
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 7.7 8 8.6 7.6

HCM LOS A A A A

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 86% 5% 40% 0%
Vol Thru, % 6% 19% 60% 63%
Vol Right, % 8% 76% 0% 37%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 128 105 50 41
LT Vol 110 5 20 0
Through Vol 8 20 30 26
RT Vol 10 80 0 15
Lane Flow Rate 150 123 59 45
Geometry Grp 1 1 1 1
Degree of Util (X) 0.189 0.138 0.075 0.053
Departure Headway (Hd) 4.537 4.026 4.613 4.299
Convergence, Y/N Yes Yes Yes Yes
Cap 796 892 778 834
Service Time 2.537 2.04 2.63 2.318
HCM Lane V/C Ratio 0.188 0.138 0.076 0.054
HCM Control Delay 8.6 7.7 8 7.6
HCM Lane LOS A A A A
HCM 95th-tile Q 0.7 0.5 0.2 0.2
Agenda Item #6.9.

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HCM 6th TWSC 2040 GP Buildout
10: Pope Street & Starr Ave Timing Plan: AM Peak Hour
Hunter Subdivision 04/17/2018 2040 GP Buildout Synchro 10 Report

Page 10 ends

Intersection
Int Delay, s/veh 3.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 10 210 390 90 101 31
Future Vol, veh/h 10 210 390 90 101 31
Conflicting Peds, #/hr 4 0 0 4 0 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 11 236 438 101 113 35
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 543 0 - 0 751 494
Stage 1 - - - - 493 -
Stage 2 - - - - 258 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1021 - - - 377 573
Stage 1 - - - - 612 -
Stage 2 - - - - 783 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1017 - - - 369 570
Mov Cap-2 Maneuver - - - - 369 -
Stage 1 - - - - 602 -
Stage 2 - - - - 780 -
Approach EB WB SB
HCM Control Delay, s 0.4 0 19.1

HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1017 - - - 402
HCM Lane V/C Ratio 0.011 - - - 0.369
HCM Control Delay (s) 8.6 0 - - 19.1
HCM Lane LOS A A - - C
HCM 95th %tile Q(veh) 0 - - - 1.7
Agenda Item #6.9.

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HCM 6th TWSC 2040 GP Buildout
11: College Ave/Paseo Grand Dr & Pope Street Timing Plan: AM Peak Hour Hunter Subdivision 04/17/2018 2040 GP Buildout Synchro 10 Report

Page 11 ends

Intersection
Int Delay, s/veh 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 20 181 120 90 320 10 120 0 50 10 10 20 Future Vol, veh/h 20 181 120 90 320 10 120 0 50 10 10 20 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 85 - - 90 - - 110 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 23 206 136 102 364 11 136 0 57 11 11 23
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 375 0 0 342 0 0 911 899 274 923 962 370 Stage 1 - - - - - - 320 320 - 574 574 -
Stage 2 - - - - - - 591 579 - 349 388 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1178 - - 1211 - - 254 278 762 249 255 673 Stage 1 - - - - - - 690 651 - 502 502 -
Stage 2 - - - - - - 492 499 - 665 607 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1178 - - 1211 - - 218 250 762 212 229 673 Mov Cap-2 Maneuver - - - - - - 218 250 - 212 229 -
Stage 1 - - - - - - 676 638 - 492 460 -
Stage 2 - - - - - - 425 457 - 603 595 -
Approach EB WB NB SB
HCM Control Delay, s 0.5 1.8 35.2 17.6

HCM LOS E C
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 218 762 1178 - - 1211 - - 332
HCM Lane V/C Ratio 0.626 0.075 0.019 - - 0.084 - - 0.137 HCM Control Delay (s) 45.6 10.1 8.1 - - 8.2 - - 17.6
HCM Lane LOS E B A - - A - - C
HCM 95th %tile Q(veh) 3.7 0.2 0.1 - - 0.3 - - 0.5
Agenda Item #6.9.

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HCM 6th TWSC 2040 GP Buildout
12: Silverado Trail & Pope Street Timing Plan: AM Peak Hour Hunter Subdivision 04/17/2018 2040 GP Buildout Synchro 10 Report

Page 12 ends

Intersection
Int Delay, s/veh 8.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 140 101 220 480 450 220
Future Vol, veh/h 140 101 220 480 450 220
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 100 - - 225
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 96 96 96 96 96 96
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 146 105 229 500 469 229
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1427 469 698 0 - 0
Stage 1 469 - - - - -
Stage 2 958 - - - - -
Critical Hdwy 6.43 6.23 4.13 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.227 - - -
Pot Cap-1 Maneuver 148 592 894 - - -
Stage 1 628 - - - - -
Stage 2 371 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver ~ 110 592 894 - - -
Mov Cap-2 Maneuver 238 - - - - -
Stage 1 467 - - - - -
Stage 2 371 - - - - -
Approach EB NB SB
HCM Control Delay, s 48.1 3.3 0

HCM LOS E
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 894 - 318 - -
HCM Lane V/C Ratio 0.256 - 0.789 - -
HCM Control Delay (s) 10.4 - 48.1 - -
HCM Lane LOS B - E - -
HCM 95th %tile Q(veh) 1 - 6.4 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Agenda Item #6.9.

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HCM 6th TWSC 2040 GP Buildout
13: Silverado Trail & Howell Mountain Rd Timing Plan: AM Peak Hour Hunter Subdivision 04/17/2018 2040 GP Buildout Synchro 10 Report

Page 13 ends

Intersection
Int Delay, s/veh 0.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 30 10 580 40 10 640
Future Vol, veh/h 30 10 580 40 10 640
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 50 100 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 31 10 598 41 10 660
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1278 598 0 0 639 0
Stage 1 598 - - - - -
Stage 2 680 - - - - -
Critical Hdwy 6.43 6.23 - - 4.13 -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 - - 2.227 -
Pot Cap-1 Maneuver 183 500 - - 940 -
Stage 1 547 - - - - -
Stage 2 501 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 181 500 - - 940 -
Mov Cap-2 Maneuver 319 - - - - -
Stage 1 547 - - - - -
Stage 2 495 - - - - -
Approach WB NB SB
HCM Control Delay, s 16.6 0 0.1

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 351 940 -
HCM Lane V/C Ratio - - 0.117 0.011 -
HCM Control Delay (s) - - 16.6 8.9 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 0.4 0 -
Agenda Item #6.9.

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HCM 6th Signalized Intersection Summary 2040 GP Buildout 1: Main St & Madrona Ave/Fulton Ln Timing Plan: PM Peak Hour Hunter Subdivision 5:00 pm 04/17/2018 2040 GP Buildout Synchro 10 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 120 50 20 20 50 180 30 650 20 80 600 60 Future Volume (veh/h) 120 50 20 20 50 180 30 650 20 80 600 60 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1329 1329 1329 1870 1329 Adj Flow Rate, veh/h 122 51 20 20 51 184 31 663 20 82 612 61 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 218 84 26 68 84 257 446 838 25 251 1093 109
Arrive On Green 0.21 0.21 0.21 0.21 0.21 0.21 0.65 0.65 0.65 0.65 0.65 0.65 Sat Flow, veh/h 652 397 121 70 401 1220 765 1283 39 539 1673 167 Grp Volume(v), veh/h 193 0 0 255 0 0 31 0 683 82 0 673
Grp Sat Flow(s),veh/h/ln 1170 0 0 1691 0 0 765 0 1322 539 0 1840 Q Serve(g_s), s 1.7 0.0 0.0 0.0 0.0 0.0 1.7 0.0 27.0 9.4 0.0 14.6 Cycle Q Clear(g_c), s 11.9 0.0 0.0 10.2 0.0 0.0 16.3 0.0 27.0 36.4 0.0 14.6 Prop In Lane 0.63 0.10 0.08 0.72 1.00 0.03 1.00 0.09
Lane Grp Cap(c), veh/h 327 0 0 410 0 0 446 0 864 251 0 1202 V/C Ratio(X) 0.59 0.00 0.00 0.62 0.00 0.00 0.07 0.00 0.79 0.33 0.00 0.56 Avail Cap(c_a), veh/h 572 0 0 708 0 0 701 0 1305 431 0 1817 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.2 0.0 0.0 26.8 0.0 0.0 11.3 0.0 9.1 22.1 0.0 6.9 Incr Delay (d2), s/veh 1.3 0.0 0.0 1.2 0.0 0.0 0.1 0.0 2.6 1.1 0.0 0.6 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 3.2 0.0 0.0 4.1 0.0 0.0 0.3 0.0 6.8 1.2 0.0 4.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.5 0.0 0.0 28.0 0.0 0.0 11.4 0.0 11.7 23.2 0.0 7.5 LnGrp LOS C A A C A A B A B C A A
Approach Vol, veh/h 193 255 714 755
Approach Delay, s/veh 28.5 28.0 11.7 9.2
Approach LOS C C B A
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 52.3 20.6 52.3 20.6
Change Period (Y+Rc), s * 4.7 * 5.2 * 4.7 * 5.2
Max Green Setting (Gmax), s * 72 * 29 * 72 * 29
Max Q Clear Time (g_c+I1), s 29.0 13.9 38.4 12.2
Green Ext Time (p_c), s 9.4 0.9 9.2 1.2
Intersection Summary
HCM 6th Ctrl Delay 14.6
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Agenda Item #6.9.

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HCM 6th Signalized Intersection Summary 2040 GP Buildout 2: Main St & Adams St Timing Plan: PM Peak Hour
Hunter Subdivision 5:00 pm 04/17/2018 2040 GP Buildout Synchro 10 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 80 100 30 70 80 70 40 550 40 80 520 40 Future Volume (veh/h) 80 100 30 70 80 70 40 550 40 80 520 40 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.93 0.87 0.97 0.84 1.00 0.90 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1329 1329 1870 1329 1329 Adj Flow Rate, veh/h 82 103 31 72 82 72 41 567 41 82 536 41 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 165 185 48 146 147 108 121 609 44 171 643 49 Arrive On Green 0.22 0.22 0.22 0.22 0.22 0.22 0.07 0.50 0.50 0.10 0.53 0.53 Sat Flow, veh/h 456 840 217 384 669 492 1781 1214 88 1781 1214 93 Grp Volume(v), veh/h 216 0 0 226 0 0 41 0 608 82 0 577
Grp Sat Flow(s),veh/h/ln1513 0 0 1545 0 0 1781 0 1302 1781 0 1307 Q Serve(g_s), s 0.0 0.0 0.0 0.1 0.0 0.0 1.7 0.0 33.8 3.4 0.0 28.8 Cycle Q Clear(g_c), s 9.7 0.0 0.0 9.8 0.0 0.0 1.7 0.0 33.8 3.4 0.0 28.8 Prop In Lane 0.38 0.14 0.32 0.32 1.00 0.07 1.00 0.07
Lane Grp Cap(c), veh/h 398 0 0 402 0 0 121 0 653 171 0 692 V/C Ratio(X) 0.54 0.00 0.00 0.56 0.00 0.00 0.34 0.00 0.93 0.48 0.00 0.83 Avail Cap(c_a), veh/h 527 0 0 530 0 0 368 0 1008 368 0 1012 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.1 0.0 0.0 27.3 0.0 0.0 34.4 0.0 18.1 33.2 0.0 15.4 Incr Delay (d2), s/veh 0.4 0.0 0.0 0.5 0.0 0.0 0.6 0.0 8.0 0.8 0.0 2.6 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/ln3.6 0.0 0.0 3.7 0.0 0.0 0.7 0.0 10.7 1.5 0.0 8.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.6 0.0 0.0 27.8 0.0 0.0 35.0 0.0 26.1 33.9 0.0 18.0 LnGrp LOS C A A C A A D A C C A B
Approach Vol, veh/h 216 226 649 659
Approach Delay, s/veh 27.6 27.8 26.7 20.0
Approach LOS C C C B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s10.0 45.7 21.8 12.2 43.5 21.8
Change Period (Y+Rc), s* 4.7 * 4.7 * 4.7 * 4.7 * 4.7 * 4.7 Max Green Setting (Gmax), s * 16 * 60 * 24 * 16 * 60 * 24 Max Q Clear Time (g_c+I1), s 3.7 30.8 11.8 5.4 35.8 11.7 Green Ext Time (p_c), s 0.0 2.9 0.5 0.0 3.0 0.4
Intersection Summary
HCM 6th Ctrl Delay 24.4
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Agenda Item #6.9.

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HCM 6th TWSC 2040 GP Buildout
3: Main St & Hunt Ave Timing Plan: PM Peak Hour
Hunter Subdivision 5:00 pm 04/17/2018 2040 GP Buildout Synchro 10 Report

Page 3 ends

Intersection
Int Delay, s/veh 1.7
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 60 30 600 81 30 590
Future Vol, veh/h 60 30 600 81 30 590
Conflicting Peds, #/hr 12 12 0 1 54 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 85 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 63 32 632 85 32 621
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1426 741 0 0 771 0
Stage 1 729 - - - - -
Stage 2 697 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 149 416 - - 844 -
Stage 1 477 - - - - -
Stage 2 494 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 134 390 - - 801 -
Mov Cap-2 Maneuver 271 - - - - -
Stage 1 453 - - - - -
Stage 2 469 - - - - -
Approach WB NB SB
HCM Control Delay, s 22.3 0 0.5

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 302 801 -
HCM Lane V/C Ratio - - 0.314 0.039 -
HCM Control Delay (s) - - 22.3 9.7 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 1.3 0.1 -
Agenda Item #6.9.

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HCM 6th Signalized Intersection Summary 2040 GP Buildout 4: Main St & Mitchell Dr/Pope Street Timing Plan: PM Peak Hour Hunter Subdivision 5:00 pm 04/17/2018 2040 GP Buildout Synchro 10 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 210 161 30 120 100 561 71 110 531 10 Future Volume (veh/h) 0 0 210 161 30 120 100 561 71 110 531 10 Initial Q (Qb), veh 0 0 0 0 0 0 0 50 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.91 1.00 0.94 1.00 0.95 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1329 1329 1870 1329 1329 Adj Flow Rate, veh/h 0 0 223 171 32 128 106 597 76 117 565 11 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 0 122 209 210 39 206 129 687 29 141 714 14
Arrive On Green 0.00 0.00 0.07 0.14 0.14 0.14 0.07 0.53 0.53 0.08 0.54 0.54 Sat Flow, veh/h 0 1870 1444 1512 283 1483 1781 1148 146 1781 1298 25 Grp Volume(v), veh/h 0 0 223 203 0 128 106 0 673 117 0 576 Grp Sat Flow(s),veh/h/ln 0 1870 1444 1795 0 1483 1781 0 1294 1781 0 1323 Q Serve(g_s), s 0.0 0.0 9.0 14.6 0.0 10.8 7.8 0.0 67.2 8.6 0.0 47.2 Cycle Q Clear(g_c), s 0.0 0.0 9.0 14.6 0.0 10.8 7.8 0.0 67.2 8.6 0.0 47.2 Prop In Lane 0.00 1.00 0.84 1.00 1.00 0.11 1.00 0.02
Lane Grp Cap(c), veh/h 0 122 209 249 0 206 129 0 716 141 0 728 V/C Ratio(X) 0.00 0.00 1.07 0.81 0.00 0.62 0.82 0.00 0.94 0.83 0.00 0.79 Avail Cap(c_a), veh/h 0 127 213 472 0 390 335 0 730 335 0 746 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 59.7 57.6 0.0 55.9 63.0 0.0 31.4 62.6 0.0 24.7 Incr Delay (d2), s/veh 0.0 0.0 80.8 2.5 0.0 1.1 4.8 0.0 19.5 4.7 0.0 5.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 224.3 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 12.1 7.1 0.0 4.3 3.9 0.0 71.7 4.3 0.0 15.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 140.5 60.1 0.0 57.1 67.8 0.0 275.3 67.2 0.0 29.8 LnGrp LOS A A F E A E E A F E A C
Approach Vol, veh/h 223 331 779 693
Approach Delay, s/veh 140.5 58.9 247.0 36.1
Approach LOS F E F D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 13.4 79.6 26.4 14.3 78.7 13.7
Change Period (Y+Rc), s 3.7 * 7.7 * 7.7 3.7 * 7.7 4.7
Max Green Setting (Gmax), s 25.0 * 75 * 35 25.0 * 75 9.0 Max Q Clear Time (g_c+I1), s 9.8 49.2 16.6 10.6 69.2 11.0 Green Ext Time (p_c), s 0.1 2.8 1.0 0.1 1.7 0.0
Intersection Summary
HCM 6th Ctrl Delay 132.4
HCM 6th LOS F
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Agenda Item #6.9.

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HCM 6th TWSC 2040 GP Buildout
5: Railroad Ave & Fulton Ln Timing Plan: PM Peak Hour
Hunter Subdivision 5:00 pm 04/17/2018 2040 GP Buildout Synchro 10 Report

Page 5 ends

Intersection
Int Delay, s/veh 6.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 30 110 10 30 210 10
Future Vol, veh/h 30 110 10 30 210 10
Conflicting Peds, #/hr 0 2 2 0 0 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 83 83 83 83 83 83
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 36 133 12 36 253 12
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 171 0 165 106
Stage 1 - - - - 105 -
Stage 2 - - - - 60 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1406 - 826 948
Stage 1 - - - - 919 -
Stage 2 - - - - 963 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1403 - 817 945
Mov Cap-2 Maneuver - - - - 817 -
Stage 1 - - - - 917 -
Stage 2 - - - - 954 -
Approach EB WB NB
HCM Control Delay, s 0 1.9 11.5

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 822 - - 1403 -
HCM Lane V/C Ratio 0.322 - - 0.009 -
HCM Control Delay (s) 11.5 - - 7.6 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 1.4 - - 0 -
Agenda Item #6.9.

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HCM 6th AWSC 2040 GP Buildout
6: Railroad Ave & Adams St Timing Plan: PM Peak Hour
Hunter Subdivision 5:00 pm 04/17/2018 2040 GP Buildout Synchro 10 Report

Page 6 ends

Intersection
Intersection Delay, s/veh 12
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 20 130 90 60 150 100 60 90 30 60 80 30 Future Vol, veh/h 20 130 90 60 150 100 60 90 30 60 80 30 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 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 21 137 95 63 158 105 63 95 32 63 84 32
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 11.6 13.1 11.4 11.2

HCM LOS B B B B

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 33% 8% 19% 35%
Vol Thru, % 50% 54% 48% 47%
Vol Right, % 17% 38% 32% 18%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 180 240 310 170
LT Vol 60 20 60 60
Through Vol 90 130 150 80
RT Vol 30 90 100 30
Lane Flow Rate 189 253 326 179
Geometry Grp 1 1 1 1
Degree of Util (X) 0.304 0.374 0.477 0.288
Departure Headway (Hd) 5.78 5.327 5.264 5.798
Convergence, Y/N Yes Yes Yes Yes
Cap 620 672 682 617
Service Time 3.842 3.383 3.317 3.862
HCM Lane V/C Ratio 0.305 0.376 0.478 0.29
HCM Control Delay 11.4 11.6 13.1 11.2
HCM Lane LOS B B B B
HCM 95th-tile Q 1.3 1.7 2.6 1.2
Agenda Item #6.9.

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HCM 6th TWSC 2040 GP Buildout
7: Railroad Ave & Hunt Ave Timing Plan: PM Peak Hour
Hunter Subdivision 5:00 pm 04/17/2018 2040 GP Buildout Synchro 10 Report

Page 7 ends

Intersection
Int Delay, s/veh 7.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 30 81 10 10 50 140 10 10 10 190 10 20 Future Vol, veh/h 30 81 10 10 50 140 10 10 10 190 10 20 Conflicting Peds, #/hr 31 0 1 1 0 31 7 0 5 5 0 7
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 34 92 11 11 57 159 11 11 11 216 11 23
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 247 0 0 104 0 0 350 436 104 372 362 175 Stage 1 - - - - - - 167 167 - 190 190 -
Stage 2 - - - - - - 183 269 - 182 172 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1319 - - 1488 - - 605 514 951 585 565 868 Stage 1 - - - - - - 835 760 - 812 743 -
Stage 2 - - - - - - 819 687 - 820 756 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1280 - - 1487 - - 558 480 946 533 527 837 Mov Cap-2 Maneuver - - - - - - 558 480 - 533 527 -
Stage 1 - - - - - - 811 738 - 766 714 -
Stage 2 - - - - - - 772 660 - 772 734 -
Approach EB WB NB SB
HCM Control Delay, s 2 0.4 11.3 16.8

HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 608 1280 - - 1487 - - 551
HCM Lane V/C Ratio 0.056 0.027 - - 0.008 - - 0.454
HCM Control Delay (s) 11.3 7.9 0 - 7.4 0 - 16.8
HCM Lane LOS B A A - A A - C
HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 2.3
Agenda Item #6.9.

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HCM 6th TWSC 2040 GP Buildout
8: Library Ln & Adams St Timing Plan: PM Peak Hour
Hunter Subdivision 5:00 pm 04/17/2018 2040 GP Buildout Synchro 10 Report

Page 8 ends

Intersection
Int Delay, s/veh 5.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 70 51 10 0 90 0 40 0 10 10 10 50
Future Vol, veh/h 70 51 10 0 90 0 40 0 10 10 10 50
Conflicting Peds, #/hr 4 0 8 8 0 4 4 0 6 6 0 4
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 81 81 81 81 81 81 81 81 81 81 81 81
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 86 63 12 0 111 0 49 0 12 12 12 62
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 115 0 0 83 0 0 401 364 83 368 370 119 Stage 1 - - - - - - 249 249 - 115 115 -
Stage 2 - - - - - - 152 115 - 253 255 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1474 - - 1514 - - 560 564 976 588 560 933 Stage 1 - - - - - - 755 701 - 890 800 -
Stage 2 - - - - - - 850 800 - 751 696 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1468 - - 1502 - - 484 523 963 548 520 926 Mov Cap-2 Maneuver - - - - - - 484 523 - 548 520 -
Stage 1 - - - - - - 704 653 - 832 797 -
Stage 2 - - - - - - 778 797 - 692 648 -
Approach EB WB NB SB
HCM Control Delay, s 4.1 0 12.6 10.3

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 537 1468 - - 1502 - - 765
HCM Lane V/C Ratio 0.115 0.059 - - - - - 0.113
HCM Control Delay (s) 12.6 7.6 0 - 0 - - 10.3
HCM Lane LOS B A A - A - - B
HCM 95th %tile Q(veh) 0.4 0.2 - - 0 - - 0.4
Agenda Item #6.9.

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HCM 6th AWSC 2040 GP Buildout
9: Starr Ave/Project Access & Hunt Ave Timing Plan: PM Peak Hour Hunter Subdivision 5:00 pm 04/17/2018 2040 GP Buildout Synchro 10 Report

Page 9 ends

Intersection
Intersection Delay, s/veh 8
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 17 20 100 10 20 0 90 29 10 0 17 10
Future Vol, veh/h 17 20 100 10 20 0 90 29 10 0 17 10
Peak Hour Factor 0.92 0.88 0.88 0.88 0.88 0.92 0.88 0.92 0.88 0.92 0.92 0.92 Heavy Vehicles, % 3 2 2 2 2 3 2 3 2 3 3 3
Mvmt Flow 18 23 114 11 23 0 102 32 11 0 18 11
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 7.8 7.8 8.4 7.5

HCM LOS A A A A

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 70% 12% 33% 0%
Vol Thru, % 22% 15% 67% 63%
Vol Right, % 8% 73% 0% 37%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 129 137 30 27
LT Vol 90 17 10 0
Through Vol 29 20 20 17
RT Vol 10 100 0 10
Lane Flow Rate 145 155 34 29
Geometry Grp 1 1 1 1
Degree of Util (X) 0.176 0.171 0.043 0.035
Departure Headway (Hd) 4.377 3.983 4.563 4.294
Convergence, Y/N Yes Yes Yes Yes
Cap 807 906 788 836
Service Time 2.475 1.986 2.57 2.306
HCM Lane V/C Ratio 0.18 0.171 0.043 0.035
HCM Control Delay 8.4 7.8 7.8 7.5
HCM Lane LOS A A A A
HCM 95th-tile Q 0.6 0.6 0.1 0.1
Agenda Item #6.9.

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HCM 6th TWSC 2040 GP Buildout
10: Pope Street & Starr Ave Timing Plan: PM Peak Hour
Hunter Subdivision 5:00 pm 04/17/2018 2040 GP Buildout Synchro 10 Report

Page 10 ends

Intersection
Int Delay, s/veh 3.3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 31 260 300 81 110 21
Future Vol, veh/h 31 260 300 81 110 21
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 34 283 326 88 120 23
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 414 0 - 0 721 370
Stage 1 - - - - 370 -
Stage 2 - - - - 351 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1145 - - - 394 676
Stage 1 - - - - 699 -
Stage 2 - - - - 713 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1145 - - - 380 676
Mov Cap-2 Maneuver - - - - 380 -
Stage 1 - - - - 675 -
Stage 2 - - - - 713 -
Approach EB WB SB
HCM Control Delay, s 0.9 0 18.4

HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1145 - - - 409
HCM Lane V/C Ratio 0.029 - - - 0.348
HCM Control Delay (s) 8.2 0 - - 18.4
HCM Lane LOS A A - - C
HCM 95th %tile Q(veh) 0.1 - - - 1.5
Agenda Item #6.9.

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HCM 6th TWSC 2040 GP Buildout
11: College Ave/Paseo Grand Dr & Pope Street Timing Plan: PM Peak Hour Hunter Subdivision 5:00 pm 04/17/2018 2040 GP Buildout Synchro 10 Report

Page 11 ends

Intersection
Int Delay, s/veh 2.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 40 300 40 20 301 10 40 0 30 10 0 20
Future Vol, veh/h 40 300 40 20 301 10 40 0 30 10 0 20
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 85 - - 90 - - 110 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 41 309 41 21 310 10 41 0 31 10 0 21
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 320 0 0 350 0 0 780 774 330 784 789 315 Stage 1 - - - - - - 412 412 - 357 357 -
Stage 2 - - - - - - 368 362 - 427 432 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1240 - - 1209 - - 313 329 712 311 323 725 Stage 1 - - - - - - 617 594 - 661 628 -
Stage 2 - - - - - - 652 625 - 606 582 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1240 - - 1209 - - 293 313 712 286 307 725 Mov Cap-2 Maneuver - - - - - - 293 313 - 286 307 -
Stage 1 - - - - - - 597 574 - 639 617 -
Stage 2 - - - - - - 622 614 - 561 563 -
Approach EB WB NB SB
HCM Control Delay, s 0.8 0.5 15.4 13

HCM LOS C B
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 293 712 1240 - - 1209 - - 480
HCM Lane V/C Ratio 0.141 0.043 0.033 - - 0.017 - - 0.064 HCM Control Delay (s) 19.3 10.3 8 - - 8 - - 13
HCM Lane LOS C B A - - A - - B
HCM 95th %tile Q(veh) 0.5 0.1 0.1 - - 0.1 - - 0.2
Agenda Item #6.9.

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HCM 6th TWSC 2040 GP Buildout
12: Silverado Trail & Pope Street Timing Plan: PM Peak Hour Hunter Subdivision 5:00 pm 04/17/2018 2040 GP Buildout Synchro 10 Report

Page 12 ends

Intersection
Int Delay, s/veh 20.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 130 200 131 530 620 230
Future Vol, veh/h 130 200 131 530 620 230
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 100 - - 225
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 141 217 142 576 674 250
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1534 674 924 0 - 0
Stage 1 674 - - - - -
Stage 2 860 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver ~ 128 455 739 - - -
Stage 1 506 - - - - -
Stage 2 414 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver ~ 103 455 739 - - -
Mov Cap-2 Maneuver 235 - - - - -
Stage 1 409 - - - - -
Stage 2 414 - - - - -
Approach EB NB SB
HCM Control Delay, s 108.8 2.2 0

HCM LOS F
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 739 - 332 - -
HCM Lane V/C Ratio 0.193 - 1.08 - -
HCM Control Delay (s) 11 - 108.8 - -
HCM Lane LOS B - F - -
HCM 95th %tile Q(veh) 0.7 - 13.4 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Agenda Item #6.9.

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HCM 6th TWSC 2040 GP Buildout
13: Silverado Trail & Howell Mountain Rd Timing Plan: PM Peak Hour Hunter Subdivision 5:00 pm 04/17/2018 2040 GP Buildout Synchro 10 Report

Page 13 ends

Intersection
Int Delay, s/veh 0.9
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 50 10 640 20 10 800
Future Vol, veh/h 50 10 640 20 10 800
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 50 100 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 93 93 93 93 93 93
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 54 11 688 22 11 860
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1570 688 0 0 710 0
Stage 1 688 - - - - -
Stage 2 882 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 122 446 - - 889 -
Stage 1 499 - - - - -
Stage 2 405 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 121 446 - - 889 -
Mov Cap-2 Maneuver 257 - - - - -
Stage 1 499 - - - - -
Stage 2 400 - - - - -
Approach WB NB SB
HCM Control Delay, s 21.9 0 0.1

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 277 889 -
HCM Lane V/C Ratio - - 0.233 0.012 -
HCM Control Delay (s) - - 21.9 9.1 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 0.9 0 -
Agenda Item #6.9.

Page 3090 of 4069 ends

St. Helena City CouncilJune 26, 2023

St. Helena City Council
June 26, 2023