Cities Index.
Exhibit B - Draft MND Appendices Only

Menifee City Council
July 15, 2026

Document
Exhibit B - Draft MND Appendices Only
Meeting
July 15, 2026
Body
Menifee City Council
Pages
49
Original file
18.6 MB
Text extracted from the city's file for reading and search. Open the original on cityofmenifee.primegov.com. That file is the official record.

City of Menifee
Trumble Road
B/ Watson Avenue - Driveway 1
24 Hour Directional Classification Count

MEN001
Site Code: 999-25132
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Northbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 02/11/25 0 1 0 0 0 0 0 0 0 0 0 0 0 1
01:00 0 3 1 0 0 0 0 0 0 0 0 0 0 4
02:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1
03:00 0 1 3 0 0 0 0 0 0 0 0 0 0 4
04:00 0 12 8 0 0 0 0 0 0 0 0 0 0 20
05:00 0 14 9 0 0 2 0 0 0 0 0 0 0 25
06:00 0 19 11 0 1 4 0 0 1 0 0 0 0 36
07:00 0 17 7 0 2 8 0 0 1 0 0 0 0 35
08:00 0 8 15 0 3 16 0 0 3 0 2 0 0 47
09:00 0 7 7 0 3 22 0 1 1 0 0 0 0 41
10:00 0 16 14 0 2 13 0 0 5 0 3 0 0 53
11:00 0 10 9 0 2 12 0 0 0 0 2 0 0 35
12 PM 0 14 16 0 2 12 0 0 0 0 2 0 0 46
13:00 0 33 17 0 3 15 0 0 3 0 1 0 0 72
14:00 0 18 19 0 5 16 0 0 2 0 1 0 0 61
15:00 0 19 16 0 3 13 0 0 0 0 1 0 0 52
16:00 0 10 10 0 0 9 1 0 0 0 0 0 0 30
17:00 0 11 4 0 0 5 1 0 0 0 2 0 0 23
18:00 0 5 5 0 0 3 0 0 0 0 1 0 0 14
19:00 0 1 1 0 0 0 0 0 0 0 1 0 0 3
20:00 0 0 0 0 0 0 0 0 0 0 1 0 0 1
21:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4
22:00 0 0 0 1 0 0 0 0 0 0 2 0 0 3
23:00 0 0 0 0 0 0 0 0 0 0 1 0 0 1
Total 0 224 172 1 26 150 2 1 16 0 20 0 0 612
Percent 0.0% 36.6% 28.1% 0.2% 4.2% 24.5% 0.3% 0.2% 2.6% 0.0% 3.3% 0.0% 0.0% AM Peak 06:00 08:00 08:00 09:00 09:00 10:00 10:00 10:00 Vol. 19 15 3 22 1 5 3 53
PM Peak 13:00 14:00 22:00 14:00 14:00 16:00 13:00 12:00 13:00 Vol. 33 19 1 5 16 1 3 2 72
Grand
Total 0 224 172 1 26 150 2 1 16 0 20 0 0 612
Percent 0.0% 36.6% 28.1% 0.2% 4.2% 24.5% 0.3% 0.2% 2.6% 0.0% 3.3% 0.0% 0.0% Appendix D - 81

Page 2 ends

City of Menifee
Trumble Road
B/ Watson Avenue - Driveway 1
24 Hour Directional Classification Count

MEN001
Site Code: 999-25132

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Southbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 02/11/25 0 1 1 0 0 0 0 0 0 0 0 0 0 2
01:00 0 2 0 0 0 0 0 0 0 0 2 0 0 4
02:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1
03:00 0 2 1 0 0 0 0 0 0 0 1 0 0 4
04:00 0 5 3 0 2 2 1 0 1 0 0 0 0 14
05:00 0 4 2 0 2 5 7 0 3 0 1 0 0 24
06:00 0 3 10 0 0 3 18 0 1 0 0 0 0 35
07:00 1 12 17 0 2 1 20 0 0 0 0 0 0 53
08:00 0 12 19 0 6 1 10 0 1 0 1 0 0 50
09:00 0 8 14 0 6 6 16 0 3 0 4 0 0 57
10:00 0 8 16 0 6 2 11 1 4 0 0 0 0 48
11:00 0 12 15 0 1 5 13 0 5 0 1 0 0 52
12 PM 0 22 11 0 3 4 9 1 1 0 0 0 0 51
13:00 0 18 25 0 2 1 11 0 2 0 0 0 0 59
14:00 0 17 29 0 4 2 6 1 0 1 0 0 0 60
15:00 0 43 26 0 1 2 7 0 0 0 1 0 0 80
16:00 0 26 23 0 0 0 0 0 0 0 0 0 0 49
17:00 0 21 12 0 0 0 0 0 0 0 3 0 0 36
18:00 0 8 1 0 0 0 0 0 0 0 2 0 0 11
19:00 0 7 2 0 0 0 0 0 0 0 1 0 0 10
20:00 0 1 3 0 1 0 0 0 0 0 1 0 0 6
21:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
22:00 0 0 1 0 0 0 0 0 0 0 2 0 0 3
23:00 0 0 0 0 0 0 0 0 0 0 2 0 0 2
Total 1 233 231 0 36 34 129 3 21 1 22 0 0 711
Percent 0.1% 32.8% 32.5% 0.0% 5.1% 4.8% 18.1% 0.4% 3.0% 0.1% 3.1% 0.0% 0.0% AM Peak 07:00 07:00 08:00 08:00 09:00 07:00 10:00 11:00 09:00 09:00 Vol. 1 12 19 6 6 20 1 5 4 57
PM Peak 15:00 14:00 14:00 12:00 13:00 12:00 13:00 14:00 17:00 15:00 Vol. 43 29 4 4 11 1 2 1 3 80

Grand
Total 1 233 231 0 36 34 129 3 21 1 22 0 0 711
Percent 0.1% 32.8% 32.5% 0.0% 5.1% 4.8% 18.1% 0.4% 3.0% 0.1% 3.1% 0.0% 0.0% Appendix D - 82

Page 3 ends

City of Menifee
Trumble Road
B/ Watson Avenue - Driveway 1
24 Hour Directional Classification Count

MEN001
Site Code: 999-25132

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound, Southbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 02/11/25 0 2 1 0 0 0 0 0 0 0 0 0 0 3
01:00 0 5 1 0 0 0 0 0 0 0 2 0 0 8
02:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2
03:00 0 3 4 0 0 0 0 0 0 0 1 0 0 8
04:00 0 17 11 0 2 2 1 0 1 0 0 0 0 34
05:00 0 18 11 0 2 7 7 0 3 0 1 0 0 49
06:00 0 22 21 0 1 7 18 0 2 0 0 0 0 71
07:00 1 29 24 0 4 9 20 0 1 0 0 0 0 88
08:00 0 20 34 0 9 17 10 0 4 0 3 0 0 97
09:00 0 15 21 0 9 28 16 1 4 0 4 0 0 98
10:00 0 24 30 0 8 15 11 1 9 0 3 0 0 101
11:00 0 22 24 0 3 17 13 0 5 0 3 0 0 87
12 PM 0 36 27 0 5 16 9 1 1 0 2 0 0 97
13:00 0 51 42 0 5 16 11 0 5 0 1 0 0 131
14:00 0 35 48 0 9 18 6 1 2 1 1 0 0 121
15:00 0 62 42 0 4 15 7 0 0 0 2 0 0 132
16:00 0 36 33 0 0 9 1 0 0 0 0 0 0 79
17:00 0 32 16 0 0 5 1 0 0 0 5 0 0 59
18:00 0 13 6 0 0 3 0 0 0 0 3 0 0 25
19:00 0 8 3 0 0 0 0 0 0 0 2 0 0 13
20:00 0 1 3 0 1 0 0 0 0 0 2 0 0 7
21:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4
22:00 0 0 1 1 0 0 0 0 0 0 4 0 0 6
23:00 0 0 0 0 0 0 0 0 0 0 3 0 0 3
Total 1 457 403 1 62 184 131 4 37 1 42 0 0 1323
Percent 0.1% 34.5% 30.5% 0.1% 4.7% 13.9% 9.9% 0.3% 2.8% 0.1% 3.2% 0.0% 0.0% AM Peak 07:00 07:00 08:00 08:00 09:00 07:00 09:00 10:00 09:00 10:00 Vol. 1 29 34 9 28 20 1 9 4 101
PM Peak 15:00 14:00 22:00 14:00 14:00 13:00 12:00 13:00 14:00 17:00 15:00 Vol. 62 48 1 9 18 11 1 5 1 5 132

Grand
Total 1 457 403 1 62 184 131 4 37 1 42 0 0 1323
Percent 0.1% 34.5% 30.5% 0.1% 4.7% 13.9% 9.9% 0.3% 2.8% 0.1% 3.2% 0.0% 0.0% Appendix D - 83

Page 1 ends

City of Menifee
Trumble Road
B/ Driveway 1 - Driveway 2
24 Hour Directional Classification Count

MEN002
Site Code: 999-25132

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 02/11/25 0 5 2 0 0 0 0 0 0 0 1 0 0 8
01:00 0 0 0 0 0 5 0 0 0 0 0 0 0 5
02:00 0 3 0 0 0 6 0 0 0 0 0 0 0 9
03:00 0 1 1 0 0 13 0 0 0 0 0 0 0 15
04:00 0 6 5 0 1 15 0 0 0 0 0 0 0 27
05:00 1 15 5 0 1 9 0 0 1 0 0 0 0 32
06:00 0 17 7 0 1 15 0 0 0 0 0 0 0 40
07:00 0 9 10 0 1 8 0 0 1 0 1 0 0 30
08:00 0 10 7 0 2 12 0 0 0 1 0 0 0 32
09:00 0 10 15 0 0 11 0 0 1 1 1 0 0 39
10:00 0 14 9 0 3 11 0 0 1 0 0 0 0 38
11:00 0 17 4 0 1 10 0 0 1 0 1 0 0 34
12 PM 1 12 17 0 3 11 0 0 0 0 0 0 0 44
13:00 0 12 11 0 0 8 0 0 2 0 0 0 0 33
14:00 0 10 11 0 1 4 1 0 1 0 0 0 0 28
15:00 0 13 8 0 3 4 0 0 0 0 0 0 0 28
16:00 1 14 11 0 1 3 0 0 0 0 0 0 0 30
17:00 1 5 5 0 1 1 0 0 0 0 1 0 0 14
18:00 1 7 2 0 0 0 0 0 0 0 1 0 0 11
19:00 0 4 0 0 0 0 0 0 0 0 1 0 0 5
20:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1
21:00 0 3 1 0 0 0 0 0 0 0 1 0 0 5
22:00 0 1 1 0 0 0 0 0 0 0 0 0 0 2
23:00 0 5 1 0 0 0 0 0 0 0 0 0 0 6
Total 5 194 133 0 19 146 1 0 8 2 8 0 0 516
Percent 1.0% 37.6% 25.8% 0.0% 3.7% 28.3% 0.2% 0.0% 1.6% 0.4% 1.6% 0.0% 0.0% AM Peak 05:00 06:00 09:00 10:00 04:00 05:00 08:00 00:00 06:00 Vol. 1 17 15 3 15 1 1 1 40
PM Peak 12:00 16:00 12:00 12:00 12:00 14:00 13:00 17:00 12:00 Vol. 1 14 17 3 11 1 2 1 44

Grand
Total 5 194 133 0 19 146 1 0 8 2 8 0 0 516
Percent 1.0% 37.6% 25.8% 0.0% 3.7% 28.3% 0.2% 0.0% 1.6% 0.4% 1.6% 0.0% 0.0% Appendix D - 84

Page 2 ends

City of Menifee
Trumble Road
B/ Driveway 1 - Driveway 2
24 Hour Directional Classification Count

MEN002
Site Code: 999-25132

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Southbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 02/11/25 0 1 0 0 0 0 7 0 0 0 0 0 0 8
01:00 0 1 0 0 0 0 8 0 0 0 0 0 0 9
02:00 0 1 0 0 0 6 10 0 0 0 1 0 0 18
03:00 0 0 0 0 0 0 17 0 0 0 0 0 0 17
04:00 0 0 3 0 3 1 17 0 1 0 1 0 0 26
05:00 0 1 1 0 2 2 14 0 1 0 1 0 0 22
06:00 0 6 6 0 4 3 12 0 1 1 3 0 0 36
07:00 0 11 22 0 4 0 12 0 2 0 1 0 0 52
08:00 0 15 24 0 0 0 10 0 3 0 0 0 0 52
09:00 0 15 16 0 3 3 12 0 3 0 2 0 0 54
10:00 0 13 18 0 2 2 8 0 4 0 1 0 0 48
11:00 0 31 13 0 1 6 6 0 1 0 1 0 0 59
12 PM 1 21 18 0 5 0 5 0 0 0 0 0 0 50
13:00 1 12 15 0 2 1 0 0 0 0 0 0 0 31
14:00 0 11 16 0 2 3 3 0 2 0 2 0 0 39
15:00 0 38 18 0 3 1 0 0 0 0 0 0 0 60
16:00 0 24 19 0 1 0 0 0 0 0 0 0 0 44
17:00 2 27 10 0 0 0 0 1 0 0 0 0 0 40
18:00 0 5 0 0 1 0 0 0 0 0 1 0 0 7
19:00 0 6 2 0 0 0 0 0 0 0 1 0 0 9
20:00 0 1 2 0 0 0 0 0 0 0 1 0 0 4
21:00 0 0 0 0 0 0 0 0 0 0 1 0 0 1
22:00 0 0 1 0 0 0 0 0 0 0 2 0 0 3
23:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2
Total 4 242 204 0 33 28 141 1 18 1 19 0 0 691
Percent 0.6% 35.0% 29.5% 0.0% 4.8% 4.1% 20.4% 0.1% 2.6% 0.1% 2.7% 0.0% 0.0% AM Peak 11:00 08:00 06:00 02:00 03:00 10:00 06:00 06:00 11:00 Vol. 31 24 4 6 17 4 1 3 59
PM Peak 17:00 15:00 16:00 12:00 14:00 12:00 17:00 14:00 14:00 15:00 Vol. 2 38 19 5 3 5 1 2 2 60

Grand
Total 4 242 204 0 33 28 141 1 18 1 19 0 0 691
Percent 0.6% 35.0% 29.5% 0.0% 4.8% 4.1% 20.4% 0.1% 2.6% 0.1% 2.7% 0.0% 0.0% Appendix D - 85

Page 3 ends

City of Menifee
Trumble Road
B/ Driveway 1 - Driveway 2
24 Hour Directional Classification Count

MEN002
Site Code: 999-25132

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound, Southbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 02/11/25 0 6 2 0 0 0 7 0 0 0 1 0 0 16
01:00 0 1 0 0 0 5 8 0 0 0 0 0 0 14
02:00 0 4 0 0 0 12 10 0 0 0 1 0 0 27
03:00 0 1 1 0 0 13 17 0 0 0 0 0 0 32
04:00 0 6 8 0 4 16 17 0 1 0 1 0 0 53
05:00 1 16 6 0 3 11 14 0 2 0 1 0 0 54
06:00 0 23 13 0 5 18 12 0 1 1 3 0 0 76
07:00 0 20 32 0 5 8 12 0 3 0 2 0 0 82
08:00 0 25 31 0 2 12 10 0 3 1 0 0 0 84
09:00 0 25 31 0 3 14 12 0 4 1 3 0 0 93
10:00 0 27 27 0 5 13 8 0 5 0 1 0 0 86
11:00 0 48 17 0 2 16 6 0 2 0 2 0 0 93
12 PM 2 33 35 0 8 11 5 0 0 0 0 0 0 94
13:00 1 24 26 0 2 9 0 0 2 0 0 0 0 64
14:00 0 21 27 0 3 7 4 0 3 0 2 0 0 67
15:00 0 51 26 0 6 5 0 0 0 0 0 0 0 88
16:00 1 38 30 0 2 3 0 0 0 0 0 0 0 74
17:00 3 32 15 0 1 1 0 1 0 0 1 0 0 54
18:00 1 12 2 0 1 0 0 0 0 0 2 0 0 18
19:00 0 10 2 0 0 0 0 0 0 0 2 0 0 14
20:00 0 2 2 0 0 0 0 0 0 0 1 0 0 5
21:00 0 3 1 0 0 0 0 0 0 0 2 0 0 6
22:00 0 1 2 0 0 0 0 0 0 0 2 0 0 5
23:00 0 7 1 0 0 0 0 0 0 0 0 0 0 8
Total 9 436 337 0 52 174 142 1 26 3 27 0 0 1207
Percent 0.7% 36.1% 27.9% 0.0% 4.3% 14.4% 11.8% 0.1% 2.2% 0.2% 2.2% 0.0% 0.0% AM Peak 05:00 11:00 07:00 06:00 06:00 03:00 10:00 06:00 06:00 09:00 Vol. 1 48 32 5 18 17 5 1 3 93
PM Peak 17:00 15:00 12:00 12:00 12:00 12:00 17:00 14:00 14:00 12:00 Vol. 3 51 35 8 11 5 1 3 2 94

Grand
Total 9 436 337 0 52 174 142 1 26 3 27 0 0 1207
Percent 0.7% 36.1% 27.9% 0.0% 4.3% 14.4% 11.8% 0.1% 2.2% 0.2% 2.2% 0.0% 0.0% Appendix D - 86

Page 1 ends

City of Menifee
Trumble Road
B/ Driveway 2 - Illinois Avenue
24 Hour Directional Classification Count

MEN003
Site Code: 999-25132

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 02/11/25 0 5 2 0 0 0 0 0 0 0 1 0 0 8
01:00 0 0 0 0 0 5 0 0 0 0 0 0 0 5
02:00 0 3 0 0 0 6 0 0 0 0 0 0 0 9
03:00 0 1 1 0 0 13 0 0 0 0 0 0 0 15
04:00 0 6 5 0 1 15 0 0 0 0 0 0 0 27
05:00 1 17 6 0 1 9 0 0 1 0 0 0 0 35
06:00 1 26 6 0 0 15 0 0 0 0 0 0 0 48
07:00 0 14 10 0 1 8 0 0 0 0 1 0 0 34
08:00 0 13 8 0 2 12 0 0 0 1 0 0 0 36
09:00 0 9 15 0 0 11 0 0 1 1 1 0 0 38
10:00 0 14 9 0 5 11 0 0 1 0 0 0 0 40
11:00 1 16 4 0 1 11 0 0 2 0 1 0 0 36
12 PM 1 16 17 0 3 11 0 0 0 0 0 0 0 48
13:00 0 15 11 0 0 8 0 0 2 0 0 0 0 36
14:00 0 11 12 0 2 5 1 0 1 0 0 0 0 32
15:00 0 9 8 0 3 4 0 0 0 0 0 0 0 24
16:00 1 14 10 0 1 3 0 0 0 0 0 0 0 29
17:00 1 6 5 0 1 1 0 0 0 0 1 0 0 15
18:00 1 7 2 0 0 0 0 0 0 0 1 0 0 11
19:00 0 4 0 0 0 0 0 0 0 0 1 0 0 5
20:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1
21:00 0 3 1 0 0 0 0 0 0 0 1 0 0 5
22:00 0 0 1 0 0 0 0 0 0 0 0 0 0 1
23:00 0 4 1 0 0 0 0 0 0 0 0 0 0 5
Total 7 214 134 0 21 148 1 0 8 2 8 0 0 543
Percent 1.3% 39.4% 24.7% 0.0% 3.9% 27.3% 0.2% 0.0% 1.5% 0.4% 1.5% 0.0% 0.0% AM Peak 05:00 06:00 09:00 10:00 04:00 11:00 08:00 00:00 06:00 Vol. 1 26 15 5 15 2 1 1 48
PM Peak 12:00 12:00 12:00 12:00 12:00 14:00 13:00 17:00 12:00 Vol. 1 16 17 3 11 1 2 1 48

Grand
Total 7 214 134 0 21 148 1 0 8 2 8 0 0 543
Percent 1.3% 39.4% 24.7% 0.0% 3.9% 27.3% 0.2% 0.0% 1.5% 0.4% 1.5% 0.0% 0.0% Appendix D - 87

Page 2 ends

City of Menifee
Trumble Road
B/ Driveway 2 - Illinois Avenue
24 Hour Directional Classification Count

MEN003
Site Code: 999-25132

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Southbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 02/11/25 0 2 0 0 0 0 7 0 0 0 0 0 0 9
01:00 0 1 0 0 0 0 8 0 0 0 0 0 0 9
02:00 0 3 0 0 0 6 10 0 0 0 1 0 0 20
03:00 0 1 0 0 0 0 17 0 0 0 0 0 0 18
04:00 0 0 3 0 3 1 17 0 1 0 1 0 0 26
05:00 0 1 0 0 2 2 14 0 1 0 1 0 0 21
06:00 0 2 5 0 5 5 12 0 0 1 3 0 0 33
07:00 0 10 21 0 4 0 12 0 2 0 1 0 0 50
08:00 0 14 23 0 0 0 10 0 2 0 0 0 0 49
09:00 0 13 17 0 2 3 12 0 4 0 2 0 0 53
10:00 0 13 18 0 2 2 8 0 4 0 1 0 0 48
11:00 0 33 12 0 1 6 6 0 1 1 1 0 0 61
12 PM 1 22 18 0 5 0 5 0 0 0 0 0 0 51
13:00 1 13 15 0 2 1 0 0 0 0 0 0 0 32
14:00 0 13 17 0 2 3 3 0 2 0 2 0 0 42
15:00 0 45 18 0 4 1 0 0 0 0 0 0 0 68
16:00 0 24 20 0 1 0 0 0 0 0 0 0 0 45
17:00 2 37 11 0 0 0 0 1 0 0 0 0 0 51
18:00 0 5 0 0 1 0 0 0 0 0 1 0 0 7
19:00 0 5 3 0 0 0 0 0 0 0 1 0 0 9
20:00 0 2 2 0 0 0 0 0 0 0 1 0 0 5
21:00 0 0 0 0 0 0 0 0 0 0 1 0 0 1
22:00 0 1 1 0 0 0 0 0 0 0 2 0 0 4
23:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2
Total 4 262 204 0 34 30 141 1 17 2 19 0 0 714
Percent 0.6% 36.7% 28.6% 0.0% 4.8% 4.2% 19.7% 0.1% 2.4% 0.3% 2.7% 0.0% 0.0% AM Peak 11:00 08:00 06:00 02:00 03:00 09:00 06:00 06:00 11:00 Vol. 33 23 5 6 17 4 1 3 61
PM Peak 17:00 15:00 16:00 12:00 14:00 12:00 17:00 14:00 14:00 15:00 Vol. 2 45 20 5 3 5 1 2 2 68

Grand
Total 4 262 204 0 34 30 141 1 17 2 19 0 0 714
Percent 0.6% 36.7% 28.6% 0.0% 4.8% 4.2% 19.7% 0.1% 2.4% 0.3% 2.7% 0.0% 0.0% Appendix D - 88

Page 3 ends

City of Menifee
Trumble Road
B/ Driveway 2 - Illinois Avenue
24 Hour Directional Classification Count

MEN003
Site Code: 999-25132

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound, Southbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 02/11/25 0 7 2 0 0 0 7 0 0 0 1 0 0 17
01:00 0 1 0 0 0 5 8 0 0 0 0 0 0 14
02:00 0 6 0 0 0 12 10 0 0 0 1 0 0 29
03:00 0 2 1 0 0 13 17 0 0 0 0 0 0 33
04:00 0 6 8 0 4 16 17 0 1 0 1 0 0 53
05:00 1 18 6 0 3 11 14 0 2 0 1 0 0 56
06:00 1 28 11 0 5 20 12 0 0 1 3 0 0 81
07:00 0 24 31 0 5 8 12 0 2 0 2 0 0 84
08:00 0 27 31 0 2 12 10 0 2 1 0 0 0 85
09:00 0 22 32 0 2 14 12 0 5 1 3 0 0 91
10:00 0 27 27 0 7 13 8 0 5 0 1 0 0 88
11:00 1 49 16 0 2 17 6 0 3 1 2 0 0 97
12 PM 2 38 35 0 8 11 5 0 0 0 0 0 0 99
13:00 1 28 26 0 2 9 0 0 2 0 0 0 0 68
14:00 0 24 29 0 4 8 4 0 3 0 2 0 0 74
15:00 0 54 26 0 7 5 0 0 0 0 0 0 0 92
16:00 1 38 30 0 2 3 0 0 0 0 0 0 0 74
17:00 3 43 16 0 1 1 0 1 0 0 1 0 0 66
18:00 1 12 2 0 1 0 0 0 0 0 2 0 0 18
19:00 0 9 3 0 0 0 0 0 0 0 2 0 0 14
20:00 0 3 2 0 0 0 0 0 0 0 1 0 0 6
21:00 0 3 1 0 0 0 0 0 0 0 2 0 0 6
22:00 0 1 2 0 0 0 0 0 0 0 2 0 0 5
23:00 0 6 1 0 0 0 0 0 0 0 0 0 0 7
Total 11 476 338 0 55 178 142 1 25 4 27 0 0 1257
Percent 0.9% 37.9% 26.9% 0.0% 4.4% 14.2% 11.3% 0.1% 2.0% 0.3% 2.1% 0.0% 0.0% AM Peak 05:00 11:00 09:00 10:00 06:00 03:00 09:00 06:00 06:00 11:00 Vol. 1 49 32 7 20 17 5 1 3 97
PM Peak 17:00 15:00 12:00 12:00 12:00 12:00 17:00 14:00 14:00 12:00 Vol. 3 54 35 8 11 5 1 3 2 99

Grand
Total 11 476 338 0 55 178 142 1 25 4 27 0 0 1257
Percent 0.9% 37.9% 26.9% 0.0% 4.4% 14.2% 11.3% 0.1% 2.0% 0.3% 2.1% 0.0% 0.0% Appendix D - 89

Page 1 ends

City of Menifee
Trumble Road
B/ Illinois Avenue - Ethanac Avenue
24 Hour Directional Classification Count

MEN004
Site Code: 999-25132

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 02/11/25 0 4 0 0 0 0 0 0 1 0 0 0 0 5
01:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1
02:00 0 5 0 0 0 0 0 0 0 0 0 0 0 5
03:00 0 14 1 0 0 0 0 0 0 0 0 0 0 15
04:00 0 24 2 0 0 0 0 0 0 0 0 0 0 26
05:00 0 32 3 0 0 2 0 0 0 0 0 0 0 37
06:00 1 46 20 0 2 4 0 0 0 0 0 0 0 73
07:00 0 50 24 1 3 8 0 1 2 0 0 0 0 89
08:00 0 36 34 0 3 16 0 0 2 0 2 0 0 93
09:00 0 33 33 0 0 23 0 0 3 0 0 0 0 92
10:00 2 29 22 0 2 13 0 0 4 0 3 0 0 75
11:00 0 22 39 0 5 12 0 0 0 0 2 0 0 80
12 PM 1 45 26 1 3 12 0 0 1 0 2 0 0 91
13:00 1 55 39 0 1 15 0 0 3 0 1 0 0 115
14:00 0 37 45 1 1 17 0 0 1 0 1 0 0 103
15:00 0 34 23 0 5 13 0 0 0 0 1 0 0 76
16:00 1 21 22 1 1 9 2 0 0 0 0 0 0 57
17:00 0 33 15 0 1 5 1 0 0 0 2 0 0 57
18:00 0 10 1 0 1 3 0 0 1 0 0 0 0 16
19:00 2 9 2 0 0 0 0 0 0 0 1 0 0 14
20:00 0 12 1 0 0 0 0 0 0 0 1 0 0 14
21:00 0 12 0 0 0 0 0 0 0 0 0 0 0 12
22:00 0 3 0 0 1 0 0 0 0 0 2 0 0 6
23:00 0 1 0 0 0 0 0 0 0 0 1 0 0 2
Total 8 568 352 4 29 152 3 1 18 0 19 0 0 1154
Percent 0.7% 49.2% 30.5% 0.3% 2.5% 13.2% 0.3% 0.1% 1.6% 0.0% 1.6% 0.0% 0.0% AM Peak 10:00 07:00 11:00 07:00 11:00 09:00 07:00 10:00 10:00 08:00 Vol. 2 50 39 1 5 23 1 4 3 93
PM Peak 19:00 13:00 14:00 12:00 15:00 14:00 16:00 13:00 12:00 13:00 Vol. 2 55 45 1 5 17 2 3 2 115

Grand
Total 8 568 352 4 29 152 3 1 18 0 19 0 0 1154
Percent 0.7% 49.2% 30.5% 0.3% 2.5% 13.2% 0.3% 0.1% 1.6% 0.0% 1.6% 0.0% 0.0% Appendix D - 90

Page 2 ends

City of Menifee
Trumble Road
B/ Illinois Avenue - Ethanac Avenue
24 Hour Directional Classification Count

MEN004
Site Code: 999-25132

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Southbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 02/11/25 0 6 1 0 0 0 0 0 0 0 0 0 0 7
01:00 0 8 1 0 0 0 0 0 2 0 0 0 0 11
02:00 0 5 0 0 0 0 0 0 0 0 0 0 0 5
03:00 0 7 0 0 0 0 0 0 1 0 0 0 0 8
04:00 0 5 3 0 0 3 0 0 1 0 0 0 0 12
05:00 0 7 2 0 2 11 0 0 3 0 0 0 0 25
06:00 0 10 14 0 2 8 13 0 2 0 0 0 0 49
07:00 0 18 32 0 0 0 20 2 0 0 0 0 0 72
08:00 0 25 38 0 3 2 9 1 1 0 0 0 0 79
09:00 0 16 30 0 5 5 18 0 2 0 4 0 0 80
10:00 1 12 24 0 2 5 9 0 4 0 0 0 0 57
11:00 1 26 38 0 4 4 12 0 8 0 2 0 0 95
12 PM 1 54 30 1 4 3 10 3 1 0 1 0 0 108
13:00 0 39 40 0 2 1 11 0 2 0 0 0 0 95
14:00 1 38 47 1 1 2 6 1 1 0 0 0 0 98
15:00 2 68 43 0 1 1 7 0 0 0 2 0 0 124
16:00 3 62 47 1 1 1 0 0 0 0 0 0 0 115
17:00 0 69 29 0 1 0 0 0 0 0 3 0 0 102
18:00 0 49 7 0 1 1 0 0 1 0 0 0 0 59
19:00 0 16 1 0 0 0 0 0 1 0 0 0 0 18
20:00 2 12 1 0 1 0 0 0 1 0 0 0 0 17
21:00 0 15 0 0 0 0 0 0 0 0 0 0 0 15
22:00 0 5 2 0 0 2 0 0 0 0 0 0 0 9
23:00 0 3 0 0 0 0 0 0 0 0 2 0 0 5
Total 11 575 430 3 30 49 115 7 31 0 14 0 0 1265
Percent 0.9% 45.5% 34.0% 0.2% 2.4% 3.9% 9.1% 0.6% 2.5% 0.0% 1.1% 0.0% 0.0% AM Peak 10:00 11:00 08:00 09:00 05:00 07:00 07:00 11:00 09:00 11:00 Vol. 1 26 38 5 11 20 2 8 4 95
PM Peak 16:00 17:00 14:00 12:00 12:00 12:00 13:00 12:00 13:00 17:00 15:00 Vol. 3 69 47 1 4 3 11 3 2 3 124

Grand
Total 11 575 430 3 30 49 115 7 31 0 14 0 0 1265
Percent 0.9% 45.5% 34.0% 0.2% 2.4% 3.9% 9.1% 0.6% 2.5% 0.0% 1.1% 0.0% 0.0% Appendix D - 91

Page 3 ends

City of Menifee
Trumble Road
B/ Illinois Avenue - Ethanac Avenue
24 Hour Directional Classification Count

MEN004
Site Code: 999-25132

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound, Southbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 02/11/25 0 10 1 0 0 0 0 0 1 0 0 0 0 12
01:00 0 9 1 0 0 0 0 0 2 0 0 0 0 12
02:00 0 10 0 0 0 0 0 0 0 0 0 0 0 10
03:00 0 21 1 0 0 0 0 0 1 0 0 0 0 23
04:00 0 29 5 0 0 3 0 0 1 0 0 0 0 38
05:00 0 39 5 0 2 13 0 0 3 0 0 0 0 62
06:00 1 56 34 0 4 12 13 0 2 0 0 0 0 122
07:00 0 68 56 1 3 8 20 3 2 0 0 0 0 161
08:00 0 61 72 0 6 18 9 1 3 0 2 0 0 172
09:00 0 49 63 0 5 28 18 0 5 0 4 0 0 172
10:00 3 41 46 0 4 18 9 0 8 0 3 0 0 132
11:00 1 48 77 0 9 16 12 0 8 0 4 0 0 175
12 PM 2 99 56 2 7 15 10 3 2 0 3 0 0 199
13:00 1 94 79 0 3 16 11 0 5 0 1 0 0 210
14:00 1 75 92 2 2 19 6 1 2 0 1 0 0 201
15:00 2 102 66 0 6 14 7 0 0 0 3 0 0 200
16:00 4 83 69 2 2 10 2 0 0 0 0 0 0 172
17:00 0 102 44 0 2 5 1 0 0 0 5 0 0 159
18:00 0 59 8 0 2 4 0 0 2 0 0 0 0 75
19:00 2 25 3 0 0 0 0 0 1 0 1 0 0 32
20:00 2 24 2 0 1 0 0 0 1 0 1 0 0 31
21:00 0 27 0 0 0 0 0 0 0 0 0 0 0 27
22:00 0 8 2 0 1 2 0 0 0 0 2 0 0 15
23:00 0 4 0 0 0 0 0 0 0 0 3 0 0 7
Total 19 1143 782 7 59 201 118 8 49 0 33 0 0 2419
Percent 0.8% 47.3% 32.3% 0.3% 2.4% 8.3% 4.9% 0.3% 2.0% 0.0% 1.4% 0.0% 0.0% AM Peak 10:00 07:00 11:00 07:00 11:00 09:00 07:00 07:00 10:00 09:00 11:00 Vol. 3 68 77 1 9 28 20 3 8 4 175
PM Peak 16:00 15:00 14:00 12:00 12:00 14:00 13:00 12:00 13:00 17:00 13:00 Vol. 4 102 92 2 7 19 11 3 5 5 210

Grand
Total 19 1143 782 7 59 201 118 8 49 0 33 0 0 2419
Percent 0.8% 47.3% 32.3% 0.3% 2.4% 8.3% 4.9% 0.3% 2.0% 0.0% 1.4% 0.0% 0.0% Appendix D - 92
Trumble Road and Watson Road Warehouse
Traffic Study
June 2025

54 APPENDIX E:

Volume Development Worksheets

trans!utions
the tr.in~port.1bu11 ~olutiun~ comp,111q
Total Total
Pass. PCE Pass. PCE
Veh. 2 Axle 3 Axle 4 Axle PCE Volume Veh. 2 Axle 3 Axle 4 Axle PCE Volume 1 . Trumble Road & Watson Road
NBL 8 1 16 4 46 54 3 0 9 1 21 24
NBT 0 000 00 0 000 00
NBR 1 5201 62 1 1 6000 01 6
SBL 0 000 00 0 000 00
SBT 0 000 00 1 000 01
SBR 0 000 00 0 000 00
EBL 0 000 00 0 000 00
EBT 4 106 20 24 1 4107 23 37
EBR 12 3 1 10 37 49 2 3001 32 6
WBL 1 9111 72 6 2 4100 22 6
WBT 74 1 1 0 38 45 2 006 18 20
WBR 1 000 01 0 000 00
North Leg
Approach 0 0 0 0 0 0 1 0 0 0 0 1
Departure 1 0 0 0 0 1 0 0 0 0 0 0
Total 1 0 0 0 0 1 1 0 0 0 0 1
South Leg
Approach 23 3 16 5 52 75 19 0 9 1 21 40
Departure 31 4 2 11 44 75 48 1 0 1 5 53
Total 54 7 18 16 96 150 67 1 9 2 26 93
East Leg
Approach 27 5 2 11 45 72 26 1 0 6 20 46
Departure 19 3 0 7 26 45 30 1 0 7 23 53
Total 46 8 2 18 71 117 56 2 0 13 43 99
West Leg
Approach 16 4 1 16 57 73 37 1 0 8 26 63
Departure 15 5 17 14 84 99 5 0 9 7 39 44
Total 31 9 18 30 141 172 42 1 9 15 65 107
Total Approaches
Approach 66 12 19 32 154 220 83 2 9 15 67 150
Departure 66 12 19 32 154 220 83 2 9 15 67 150
Total 132 24 38 64 308 440 166 4 18 30 134 300
TrucksTrucks
PM Peak HourAM Peak Hour
Table E-1: Existing Peak Hour Volumes
(Intersections With Classification Counts)
P:\Rincon - Watson & Trumble\Analysis\Analysis\Class
Appendix E - 1
tran sluti o ns h, 1,, .,,,,nt d1(, 1 .,t l1it ,11., t n,,, ,r (I Total Total
Pass. PCE Pass. PCE
Veh. 2 Axle 3 Axle 4 Axle PCE Volume Veh. 2 Axle 3 Axle 4 Axle PCE Volume TrucksTrucks
PM Peak HourAM Peak Hour
Table E-1: Existing Peak Hour Volumes
(Intersections With Classification Counts)
2 . Trumble Road & Driveway 1
N B L 0 000 0 0 0 000 0 0
NBT 0 000 00 0 000 00
NBR 0 000 00 0 000 00
SBL 0 000 00 0 000 00
SBT 0 000 00 0 000 00
SBR 0 000 00 0 000 00
EBL 0 000 00 0 000 00
EBT 0 000 00 0 000 00
EBR 0 000 00 0 000 00
WBL 0 000 00 0 000 00
WBT 0 000 00 0 000 00
WBR 0 000 00 0 000 00
North Leg
Approach 0 0 0 0 0 0 0 0 0 0 0 0
Departure 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0
South Leg
Approach 0 0 0 0 0 0 0 0 0 0 0 0
Departure 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0
East Leg
Approach 0 0 0 0 0 0 0 0 0 0 0 0
Departure 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0
West Leg
Approach 0 0 0 0 0 0 0 0 0 0 0 0
Departure 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0
Total Approaches
Approach 0 0 0 0 0 0 0 0 0 0 0 0
Departure 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0
P:\Rincon - Watson & Trumble\Analysis\Analysis\Class
Appendix E - 2
tran sluti o ns h, 1,, .,,,,nt d1(, 1 .,t l1it ,11., t n,,, ,r (I Total Total
Pass. PCE Pass. PCE
Veh. 2 Axle 3 Axle 4 Axle PCE Volume Veh. 2 Axle 3 Axle 4 Axle PCE Volume TrucksTrucks
PM Peak HourAM Peak Hour
Table E-1: Existing Peak Hour Volumes
(Intersections With Classification Counts)
3 . Trumble Road & Driveway 2
N B L 0 000 0 0 4 000 0 4
NBT 6 4000 06 4 4 4000 04 4
NBR 0 000 00 0 000 00
SBL 0 000 00 0 000 00
SBT 7 5000 07 5 5 3000 05 3
SBR 0 000 00 0 000 00
EBL 1 1000 01 1 0 000 00
EBT 0 000 00 0 000 00
EBR 9 000 09 5 000 05
WBL 0 000 00 0 000 00
WBT 0 000 00 0 000 00
WBR 0 000 00 0 000 00
North Leg
Approach 75 0 0 0 0 75 53 0 0 0 0 53
Departure 75 0 0 0 0 75 44 0 0 0 0 44
Total 150 0 0 0 0 150 97 0 0 0 0 97
South Leg
Approach 64 0 0 0 0 64 48 0 0 0 0 48
Departure 84 0 0 0 0 84 58 0 0 0 0 58
Total 148 0 0 0 0 148 106 0 0 0 0 106
East Leg
Approach 0 0 0 0 0 0 0 0 0 0 0 0
Departure 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0
West Leg
Approach 20 0 0 0 0 20 5 0 0 0 0 5
Departure 0 0 0 0 0 0 4 0 0 0 0 4
Total 20 0 0 0 0 20 9 0 0 0 0 9
Total Approaches
Approach 159 0 0 0 0 159 106 0 0 0 0 106
Departure 159 0 0 0 0 159 106 0 0 0 0 106
Total 318 0 0 0 0 318 212 0 0 0 0 212
P:\Rincon - Watson & Trumble\Analysis\Analysis\Class
Appendix E - 3
tran sluti o ns h, 1,, .,,,,nt d1(, 1 .,t l1it ,11., t n,,, ,r (I Total Total
Pass. PCE Pass. PCE
Veh. 2 Axle 3 Axle 4 Axle PCE Volume Veh. 2 Axle 3 Axle 4 Axle PCE Volume TrucksTrucks
PM Peak HourAM Peak Hour
Table E-1: Existing Peak Hour Volumes
(Intersections With Classification Counts)
4 . Trumble Road & Illinois Avenue
N B L 5 4200 35 7 3 5200 33 8
NBT 17 3 12 3 38 55 9 092 24 33
NBR 0 000 00 0 000 00
SBL 0 000 00 0 000 00
SBT 25 2 2 13 46 71 4 1110 44 5
SBR 1 1100 21 3 1 1100 21 3
EBL 7 100 29 1 1000 01 1
EBT 0 000 00 0 000 00
EBR 4 4101 54 9 7 0100 27 2
WBL 0 000 00 1 000 01
WBT 0 000 00 0 000 00
WBR 0 000 00 0 000 00
North Leg
Approach 36 3 2 13 48 84 52 2 1 0 6 58
Departure 24 4 12 3 40 64 20 0 9 2 24 44
Total 60 7 14 16 88 148 72 2 10 2 30 102
South Leg
Approach 71 5 12 3 41 112 44 2 9 2 27 71
Departure 69 3 2 14 51 120 112 2 1 0 6 118
Total 140 8 14 17 92 232 156 4 10 2 33 189
East Leg
Approach 0 0 0 0 0 0 1 0 0 0 0 1
Departure 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 1 0 0 0 0 1
West Leg
Approach 51 2 0 1 7 58 81 1 0 0 2 83
Departure 65 3 0 0 5 70 46 3 0 0 5 51
Total 116 5 0 1 12 128 127 4 0 0 7 134
Total Approaches
Approach 158 10 14 17 96 254 178 5 10 2 35 213
Departure 158 10 14 17 96 254 178 5 10 2 35 213
Total 316 20 28 34 192 508 356 10 20 4 70 426
P:\Rincon - Watson & Trumble\Analysis\Analysis\Class
Appendix E - 4
tran sluti o ns h, 1,, .,,,,nt d1(, 1 .,t l1it ,11., t n,,, ,r (I Total Total
Pass. PCE Pass. PCE
Veh. 2 Axle 3 Axle 4 Axle PCE Volume Veh. 2 Axle 3 Axle 4 Axle PCE Volume TrucksTrucks
PM Peak HourAM Peak Hour
Table E-1: Existing Peak Hour Volumes
(Intersections With Classification Counts)
5 . Trumble Road & Ethanac Road
NBL 66 7 0 0 11 77 67 3 0 1 8 75
NBT 1 1110 41 5 1 020 45
NBR 2 4301 83 2 4 1200 34 4
SBL 5 205 18 23 2 0000 02 0
SBT 6 401 91 5 8 000 08
SBR 51 1 2 11 39 90 9 8210 5 103
EBL 5 3272 23 76 4 1281 22 63
EBT 516 12 2 5 37 553 662 14 2 6 43 705
EBR 2 3210 52 8 1 9112 10 29
WBL 2 5402 12 37 2 3100 22 5
WBT 507 10 1 4 29 536 377 3 0 2 11 388
WBR 1 2111 71 9 1 0010 21 2
North Leg
Approach 62 7 2 17 66 128 126 2 1 0 5 131
Departure 76 4 9 3 34 110 52 2 11 1 28 80
Total 138 11 11 20 100 238 178 4 12 1 33 211
South Leg
Approach 101 11 1 1 23 124 109 5 2 1 15 124
Departure 54 10 1 3 26 80 50 2 1 2 12 62
Total 155 21 2 4 49 204 159 7 3 3 27 186
East Leg
Approach 544 15 2 7 48 592 410 4 1 2 15 425
Departure 545 17 2 11 63 608 723 16 2 6 46 769
Total ###
# 32 4 18 111 1,200 ### # 20 3 8 61 1,194
West Leg
Approach 592 16 10 7 65 657 722 17 11 9 75 797
Departure 624 18 3 15 79 703 542 8 1 3 24 566
Total ###
# 34 13 22 144 1,360 ### # 25 12 12 99 1,363
Total Approaches
Approach ### # 49 15 32 202 1,501 ### # 28 15 12 110 1,477 Departure ### # 49 15 32 202 1,501 ### # 28 15 12 110 1,477 Total ### # 98 30 64 404 3,002 ### # 56 30 24 220 2,954 P:\Rincon - Watson & Trumble\Analysis\Analysis\Class
Appendix E - 5
tran sluti o ns h, 1,, .,,,,nt d1(, 1 .,t l1it ,11., t n,,, ,r (I Total Total
Pass. PCE Pass. PCE
Veh. 2 Axle 3 Axle 4 Axle PCE Volume Veh. 2 Axle 3 Axle 4 Axle PCE Volume TrucksTrucks
PM Peak HourAM Peak Hour
Table E-1: Existing Peak Hour Volumes
(Intersections With Classification Counts)
6 . Watson Road and SR-74
N B L 7 100 2 9 1 2100 21 4
NBT 0 000 00 0 000 00
NBR 1 2204 15 27 1 5004 12 27
SBL 0 000 00 0 000 00
SBT 0 000 00 0 000 00
SBR 0 000 00 0 000 00
EBL 0 000 00 0 000 00
EBT 641 30 8 21 124 765 #### 17 2 7 51 1,172
EBR 2 0020 42 4 5 001 38
WBL 2 5205 18 43 1 0004 12 22
WBT #### 18 13 24 125 1,357 880 14 7 8 59 939
WBR 0 000 00 0 000 00
North Leg
Approach 0 0 0 0 0 0 0 0 0 0 0 0
Departure 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0
South Leg
Approach 19 3 0 4 17 36 27 1 0 4 14 41
Departure 45 2 2 5 22 67 15 0 0 5 15 30
Total 64 5 2 9 39 103 42 1 0 9 29 71
East Leg
Approach ### # 20 13 29 143 1,400 890 14 7 12 71 961
Departure 653 32 8 25 139 792 ### # 17 2 11 63 1,199
Total ### # 52 21 54 282 2,192 ### # 31 9 23 134 2,160
West Leg
Approach 661 30 10 21 128 789 ### # 17 2 8 54 1,180
Departure ### # 19 13 24 127 1,366 892 15 7 8 61 953
Total ### # 49 23 45 255 2,155 ### # 32 9 16 115 2,133
Total Approaches
Approach ### # 53 23 54 288 2,225 ### # 32 9 24 139 2,182 Departure ### # 53 23 54 288 2,225 ### # 32 9 24 139 2,182 Total ### # 106 46 108 576 4,450 ### # 64 18 48 278 4,364 P:\Rincon - Watson & Trumble\Analysis\Analysis\Class
Appendix E - 6
tran sluti o ns h, 1,, .,,,,nt d1(, 1 .,t l1it ,11., t n,,, ,r (I the transportation solutions company...

Existing NP
Volumes
Projec
t Trips
Existing WP
Volumes
Existing NP
Volumes
Project
Trips
Existing WP
Volumes
1 . Trumble Road & Watson Road
NBL 54 0 54 24 0 24
NBT 0 0 0 0 0 0
NBR 21 3 24 16 10 26
SBL 0 0 0 0 0 0
SBT 0 0 0 1 0 1
SBR 0 0 0 0 0 0
EBL 0 0 0 0 0 0
EBT 24 0 24 37 0 37
EBR 49 0 49 26 0 26
WBL 26 10 36 26 3 29
WBT 45 0 45 20 0 20
WBR 1 0 1 0 0 0
North Leg
Approach 0 0 0 1 0 1
Departure 1 0 1 0 0 0
Total 1 0 1 1 0 1
South Leg
Approach 75 3 78 40 10 50
Departure 75 10 85 53 3 56
Total 150 13 163 93 13 106
East Leg
Approach 72 10 82 46 3 49
Departure 45 3 48 53 10 63
Total 117 13 130 99 13 112
West Leg
Approach 73 0 73 63 0 63
Departure 99 0 99 44 0 44
Total 172 0 172 107 0 107
Total Approaches
Approach 220 13 233 150 13 163
Departure 220 13 233 150 13 163
Total 440 26 466 300 26 326
Table E-2: Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
P:\Rincon - Watson & Trumble\Analysis\Analysis\Exist TM Appendix E - 7
translutions
the transportation solutions company...

Existing NP
Volumes
Projec
t Trips
Existing WP
Volumes
Existing NP
Volumes
Project
Trips
Existing WP
Volumes
Table E-2: Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
2 . Trumble Road & Driveway 1
NBL 0 0 0 0 0 0
NBT 75 1 76 40 4 44
NBR 0 9 9 0 8 8
SBL 0 6 6 0 2 2
SBT 75 4 79 53 1 54
SBR 0 0 0 0 0 0
EBL 0 0 0 0 0 0
EBT 0 0 0 0 0 0
EBR 0 0 0 0 0 0
WBL 0 7 7 0 13 13
WBT 0 0 0 0 0 0
WBR 0 2 2 0 6 6
North Leg
Approach 75 10 85 53 3 56
Departure 75 3 78 40 10 50
Total 150 13 163 93 13 106
South Leg
Approach 75 10 85 40 12 52
Departure 75 11 86 53 14 67
Total 150 21 171 93 26 119
East Leg
Approach 0 9 9 0 19 19
Departure 0 15 15 0 10 10
Total 0 24 24 0 29 29
West Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
Total Approaches
Approach 150 29 179 93 34 127
Departure 150 29 179 93 34 127
Total 300 58 358 186 68 254
P:\Rincon - Watson & Trumble\Analysis\Analysis\Exist TM Appendix E - 8
translutions
the transportation solutions company...

Existing NP
Volumes
Projec
t Trips
Existing WP
Volumes
Existing NP
Volumes
Project
Trips
Existing WP
Volumes
Table E-2: Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
3 . Trumble Road & Driveway 2
NBL 0 0 0 4 0 4
NBT 64 9 73 44 8 52
NBR 0 26 26 0 13 13
SBL 0 4 4 0 1 1
SBT 75 7 82 53 13 66
SBR 0 0 0 0 0 0
EBL 11 0 11 0 0 0
EBT 0 0 0 0 0 0
EBR 9 0 9 5 0 5
WBL 0 11 11 0 30 30
WBT 0 0 0 0 0 0
WBR 0 1 1 0 4 4
North Leg
Approach 75 11 86 53 14 67
Departure 75 10 85 44 12 56
Total 150 21 171 97 26 123
South Leg
Approach 64 35 99 48 21 69
Departure 84 18 102 58 43 101
Total 148 53 201 106 64 170
East Leg
Approach 0 12 12 0 34 34
Departure 0 30 30 0 14 14
Total 0 42 42 0 48 48
West Leg
Approach 20 0 20 5 0 5
Departure 0 0 0 4 0 4
Total 20 0 20 9 0 9
Total Approaches
Approach 159 58 217 106 69 175
Departure 159 58 217 106 69 175
Total 318 116 434 212 138 350
P:\Rincon - Watson & Trumble\Analysis\Analysis\Exist TM Appendix E - 9
translutions
the transportation solutions company...

Existing NP
Volumes
Projec
t Trips
Existing WP
Volumes
Existing NP
Volumes
Project
Trips
Existing WP
Volumes
Table E-2: Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
4 . Trumble Road & Illinois Avenue
NBL 57 0 57 38 0 38
NBT 55 35 90 33 20 53
NBR 0 0 0 0 0 0
SBL 0 0 0 0 0 0
SBT 71 18 89 45 42 87
SBR 13 0 13 13 0 13
EBL 9 0 9 11 0 11
EBT 0 0 0 0 0 0
EBR 49 0 49 72 0 72
WBL 0 0 0 1 0 1
WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0
North Leg
Approach 84 18 102 58 42 100
Departure 64 35 99 44 20 64
Total 148 53 201 102 62 164
South Leg
Approach 112 35 147 71 20 91
Departure 120 18 138 118 42 160
Total 232 53 285 189 62 251
East Leg
Approach 0 0 0 1 0 1
Departure 0 0 0 0 0 0
Total 0 0 0 1 0 1
West Leg
Approach 58 0 58 83 0 83
Departure 70 0 70 51 0 51
Total 128 0 128 134 0 134
Total Approaches
Approach 254 53 307 213 62 275
Departure 254 53 307 213 62 275
Total 508 106 614 426 124 550
P:\Rincon - Watson & Trumble\Analysis\Analysis\Exist TM Appendix E - 10
translutions
the transportation solutions company...

Existing NP
Volumes
Projec
t Trips
Existing WP
Volumes
Existing NP
Volumes
Project
Trips
Existing WP
Volumes
Table E-2: Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
5 . Trumble Road & Ethanac Road
NBL 77 0 77 75 0 75
NBT 15 6 21 5 2 7
NBR 32 0 32 44 0 44
SBL 23 1 24 20 4 24
SBT 15 2 17 8 6 14
SBR 90 15 105 103 32 135
EBL 76 26 102 63 18 81
EBT 553 0 553 705 0 705
EBR 28 0 28 29 0 29
WBL 37 0 37 25 0 25
WBT 536 0 536 388 0 388
WBR 19 4 23 12 1 13
North Leg
Approach 128 18 146 131 42 173
Departure 110 36 146 80 21 101
Total 238 54 292 211 63 274
South Leg
Approach 124 6 130 124 2 126
Departure 80 2 82 62 6 68
Total 204 8 212 186 8 194
East Leg
Approach 592 4 596 425 1 426
Departure 608 1 609 769 4 773
Total 1,200 5 1,205 1,194 5 1,199
West Leg
Approach 657 26 683 797 18 815
Departure 703 15 718 566 32 598
Total 1,360 41 1,401 1,363 50 1,413
Total Approaches
Approach 1,501 54 1,555 1,477 63 1,540
Departure 1,501 54 1,555 1,477 63 1,540
Total 3,002 108 3,110 2,954 126 3,080
P:\Rincon - Watson & Trumble\Analysis\Analysis\Exist TM Appendix E - 11
translutions
the transportation solutions company...

Existing NP
Volumes
Projec
t Trips
Existing WP
Volumes
Existing NP
Volumes
Project
Trips
Existing WP
Volumes
Table E-2: Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
6 . Watson Road and SR-74
NBL 9 3 12 14 10 24
NBT 0 0 0 0 0 0
NBR 27 0 27 27 0 27
SBL 0 0 0 0 0 0
SBT 0 0 0 0 0 0
SBR 0 0 0 0 0 0
EBL 0 0 0 0 0 0
EBT 765 0 765 1,172 0 1,172
EBR 24 10 34 8 3 11
WBL 43 0 43 22 0 22
WBT 1,357 0 1,357 939 0 939
WBR 0 0 0 0 0 0
North Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
South Leg
Approach 36 3 39 41 10 51
Departure 67 10 77 30 3 33
Total 103 13 116 71 13 84
East Leg
Approach 1,400 0 1,400 961 0 961
Departure 792 0 792 1,199 0 1,199
Total 2,192 0 2,192 2,160 0 2,160
West Leg
Approach 789 10 799 1,180 3 1,183
Departure 1,366 3 1,369 953 10 963
Total 2,155 13 2,168 2,133 13 2,146
Total Approaches
Approach 2,225 13 2,238 2,182 13 2,195
Departure 2,225 13 2,238 2,182 13 2,195
Total 4,450 26 4,476 4,364 26 4,390
P:\Rincon - Watson & Trumble\Analysis\Analysis\Exist TM Appendix E - 12
translutions

OY OY OY OY
Exist Without Project With Exis t Without Project With
Volumes Growth Project Trips Trips Project Trips Volumes Growth Project Trips Trips Project Trips 1 . Trumble Road & Watson Road
NBL 54 2 56 0 56 24 1 25 0 25
NBT 0 0 0 0 0 0 0 0 0 0
NBR 21 1 22 3 25 16 0 16 10 26
SBL 0 0 0 0 0 0 0 0 0 0
SBT 0 0 0 0 0 1 0 1 0 1
SBR 0 0 0 0 0 0 0 0 0 0
EBL 0 0 0 0 0 0 0 0 0 0
EBT 24 1 25 0 25 37 1 38 0 38
EBR 49 1 50 0 50 26 1 27 0 27
WBL 26 1 27 10 37 26 1 27 3 30
WBT 45 1 46 0 46 20 1 21 0 21
WBR 1 0 1 0 1 0 0 0 0 0
North Leg
Approach 0 0 0 0 0 1 0 1 0 1
Departure 1 0 1 0 1 0 0 0 0 0
Total 1 0 1 0 1 1 0 1 0 1
South Leg
Approach 75 3 78 3 81 40 1 41 10 51
Departure 75 2 77 10 87 53 2 55 3 58
Total 150 5 155 13 168 93 3 96 13 109
East Leg
Approach 72 2 74 10 84 46 2 48 3 51
Departure 45 2 47 3 50 53 1 54 10 64
Total 117 4 121 13 134 99 3 102 13 115
West Leg
Approach 73 2 75 0 75 63 2 65 0 65
Departure 99 3 102 0 102 44 2 46 0 46
Total 172 5 177 0 177 107 4 111 0 111
Total Approaches
Approach 220 7 227 13 240 150 5 155 13 168
Departure 220 7 227 13 240 150 5 155 13 168
Total 440 14 454 26 480 300 10 310 26 336
Table E-3 - Opening Year (2026) Peak Hour Volume Summary AM Peak Hou
r PM Peak Hour
P:\Rincon - Watson & Trumble\Analysis\Analysis\ OY TM
Appendix E - 13
tran sluti o ns h, 1,, .,,,,nt d1(, 1 .,t l1it ,11., t n,,, ,r (I

OY OY OY OY
Exist Without Project With Exis t Without Project With
Volumes Growth Project Trips Trips Project Trips Volumes Growth Project Trips Trips Project Trips Table E-3 - Opening Year (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
2 Trumble Road & Driveway 1
NBL 0 0 0 0 0 0 0 0 0 0
NBT 75 2 77 1 78 40 1 41 4 45
NBR 0 0 0 9 9 0 0 0 8 8
SBL 0 0 0 6 6 0 0 0 2 2
SBT 75 2 77 4 81 53 2 55 1 56
SBR 0 0 0 0 0 0 0 0 0 0
EBL 0 0 0 0 0 0 0 0 0 0
EBT 0 0 0 0 0 0 0 0 0 0
EBR 0 0 0 0 0 0 0 0 0 0
WBL 0 0 0 7 7 0 0 0 13 13
WBT 0 0 0 0 0 0 0 0 0 0
WBR 0 0 0 2 2 0 0 0 6 6
North Leg
Approach 75 2 77 10 87 53 2 55 3 58
Departure 75 2 77 3 80 40 1 41 10 51
Total 150 4 154 13 167 93 3 96 13 109
South Leg
Approach 75 2 77 10 87 40 1 41 12 53
Departure 75 2 77 11 88 53 2 55 14 69
Total 150 4 154 21 175 93 3 96 26 122
East Leg
Approach 0 0 0 9 9 0 0 0 19 19
Departure 0 0 0 15 15 0 0 0 10 10
Total 0 0 0 24 24 0 0 0 29 29
West Leg
Approach 0 0 0 0 0 0 0 0 0 0
Departure 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
Total Approaches
Approach 150 4 154 29 183 93 3 96 34 130
Departure 150 4 154 29 183 93 3 96 34 130
Total 300 8 308 58 366 186 6 192 68 260
P:\Rincon - Watson & Trumble\Analysis\Analysis\ OY TM
Appendix E - 14
tran sluti o ns h, 1,, .,,,,nt d1(, 1 .,t l1it ,11., t n,,, ,r (I

OY OY OY OY
Exist Without Project With Exis t Without Project With
Volumes Growth Project Trips Trips Project Trips Volumes Growth Project Trips Trips Project Trips Table E-3 - Opening Year (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
3 Trumble Road & Driveway 2
NBL 0 0 0 0 0 4 0 4 0 4
NBT 64 2 66 9 75 44 1 45 8 53
NBR 0 0 0 26 26 0 0 0 13 13
SBL 0 0 0 4 4 0 0 0 1 1
SBT 75 2 77 7 84 53 2 55 13 68
SBR 0 0 0 0 0 0 0 0 0 0
EBL 11 0 11 0 11 0 0 0 0 0
EBT 0 0 0 0 0 0 0 0 0 0
EBR 9 0 9 0 9 5 0 5 0 5
WBL 0 0 0 11 11 0 0 0 30 30
WBT 0 0 0 0 0 0 0 0 0 0
WBR 0 0 0 1 1 0 0 0 4 4
North Leg
Approach 75 2 77 11 88 53 2 55 14 69
Departure 75 2 77 10 87 44 1 45 12 57
Total 150 4 154 21 175 97 3 100 26 126
South Leg
Approach 64 2 66 35 101 48 1 49 21 70
Departure 84 2 86 18 104 58 2 60 43 103
Total 148 4 152 53 205 106 3 109 64 173
East Leg
Approach 0 0 0 12 12 0 0 0 34 34
Departure 0 0 0 30 30 0 0 0 14 14
Total 0 0 0 42 42 0 0 0 48 48
West Leg
Approach 20 0 20 0 20 5 0 5 0 5
Departure 0 0 0 0 0 4 0 4 0 4
Total 20 0 20 0 20 9 0 9 0 9
Total Approaches
Approach 159 4 163 58 221 106 3 109 69 178
Departure 159 4 163 58 221 106 3 109 69 178
Total 318 8 326 116 442 212 6 218 138 356
P:\Rincon - Watson & Trumble\Analysis\Analysis\ OY TM
Appendix E - 15
tran sluti o ns h, 1,, .,,,,nt d1(, 1 .,t l1it ,11., t n,,, ,r (I

OY OY OY OY
Exist Without Project With Exis t Without Project With
Volumes Growth Project Trips Trips Project Trips Volumes Growth Project Trips Trips Project Trips Table E-3 - Opening Year (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
4 Trumble Road & Illinois Avenue
NBL 57 2 59 0 59 38 1 39 0 39
NBT 55 2 57 35 92 33 1 34 20 54
NBR 0 0 0 0 0 0 0 0 0 0
SBL 0 0 0 0 0 0 0 0 0 0
SBT 71 2 73 18 91 45 1 46 42 88
SBR 13 0 13 0 13 13 0 13 0 13
EBL 9 0 9 0 9 11 0 11 0 11
EBT 0 0 0 0 0 0 0 0 0 0
EBR 49 1 50 0 50 72 2 74 0 74
WBL 0 0 0 0 0 1 0 1 0 1
WBT 0 0 0 0 0 0 0 0 0 0
WBR 0 0 0 0 0 0 0 0 0 0
North Leg
Approach 84 2 86 18 104 58 1 59 42 101
Departure 64 2 66 35 101 44 1 45 20 65
Total 148 4 152 53 205 102 2 104 62 166
South Leg
Approach 112 4 116 35 151 71 2 73 20 93
Departure 120 3 123 18 141 118 3 121 42 163
Total 232 7 239 53 292 189 5 194 62 256
East Leg
Approach 0 0 0 0 0 1 0 1 0 1
Departure 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 1 0 1 0 1
West Leg
Approach 58 1 59 0 59 83 2 85 0 85
Departure 70 2 72 0 72 51 1 52 0 52
Total 128 3 131 0 131 134 3 137 0 137
Total Approaches
Approach 254 7 261 53 314 213 5 218 62 280
Departure 254 7 261 53 314 213 5 218 62 280
Total 508 14 522 106 628 426 10 436 124 560
P:\Rincon - Watson & Trumble\Analysis\Analysis\ OY TM
Appendix E - 16
tran sluti o ns h, 1,, .,,,,nt d1(, 1 .,t l1it ,11., t n,,, ,r (I

OY OY OY OY
Exist Without Project With Exis t Without Project With
Volumes Growth Project Trips Trips Project Trips Volumes Growth Project Trips Trips Project Trips Table E-3 - Opening Year (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
5 Trumble Road & Ethanac Road
NBL 77 2 79 0 79 75 2 77 0 77
NBT 15 0 15 6 21 5 0 5 2 7
NBR 32 1 33 0 33 44 1 45 0 45
SBL 23 1 24 1 25 20 1 21 4 25
SBT 15 0 15 2 17 8 0 8 6 14
SBR 90 3 93 15 108 103 3 106 32 138
EBL 76 2 78 26 104 63 2 65 18 83
EBT 553 17 570 0 570 705 21 726 0 726
EBR 28 1 29 0 29 29 1 30 0 30
WBL 37 1 38 0 38 25 1 26 0 26
WBT 536 16 552 0 552 388 12 400 0 400
WBR 19 1 20 4 24 12 0 12 1 13
North Leg
Approach 128 4 132 18 150 131 4 135 42 177
Departure 110 3 113 36 149 80 2 82 21 103
Total 238 7 245 54 299 211 6 217 63 280
South Leg
Approach 124 3 127 6 133 124 3 127 2 129
Departure 80 2 82 2 84 62 2 64 6 70
Total 204 5 209 8 217 186 5 191 8 199
East Leg
Approach 592 18 610 4 614 425 13 438 1 439
Departure 608 19 627 1 628 769 23 792 4 796
Total 1,200 37 1,237 5 1,242 1,194 36 1,230 5 1,235
West Leg
Approach 657 20 677 26 703 797 24 821 18 839
Departure 703 21 724 15 739 566 17 583 32 615
Total 1,360 41 1,401 41 1,442 1,363 41 1,404 50 1,454
Total Approaches
Approach 1,501 45 1,546 54 1,600 1,477 44 1,521 63 1,584 Departure 1,501 45 1,546 54 1,600 1,477 44 1,521 63 1,584 Total 3,002 90 3,092 108 3,200 2,954 88 3,042 126 3,168 P:\Rincon - Watson & Trumble\Analysis\Analysis\ OY TM
Appendix E - 17
tran sluti o ns h, 1,, .,,,,nt d1(, 1 .,t l1it ,11., t n,,, ,r (I

OY OY OY OY
Exist Without Project With Exis t Without Project With
Volumes Growth Project Trips Trips Project Trips Volumes Growth Project Trips Trips Project Trips Table E-3 - Opening Year (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
6 Watson Road and SR-74
NBL 9 0 9 3 12 14 0 14 10 24
NBT 0 0 0 0 0 0 0 0 0 0
NBR 27 1 28 0 28 27 1 28 0 28
SBL 0 0 0 0 0 0 0 0 0 0
SBT 0 0 0 0 0 0 0 0 0 0
SBR 0 0 0 0 0 0 0 0 0 0
EBL 0 0 0 0 0 0 0 0 0 0
EBT 765 23 788 0 788 1,172 35 1207 0 1,207
EBR 24 1 25 10 35 8 0 8 3 11
WBL 43 1 44 0 44 22 1 23 0 23
WBT 1,357 41 1398 0 1,398 939 28 967 0 967
WBR 0 0 0 0 0 0 0 0 0 0
North Leg
Approach 0 0 0 0 0 0 0 0 0 0
Departure 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
South Leg
Approach 36 1 37 3 40 41 1 42 10 52
Departure 67 2 69 10 79 30 1 31 3 34
Total 103 3 106 13 119 71 2 73 13 86
East Leg
Approach 1,400 42 1,442 0 1,442 961 29 990 0 990
Departure 792 24 816 0 816 1,199 36 1,235 0 1,235
Total 2,192 66 2,258 0 2,258 2,160 65 2,225 0 2,225
West Leg
Approach 789 24 813 10 823 1,180 35 1,215 3 1,218
Departure 1,366 41 1,407 3 1,410 953 28 981 10 991
Total 2,155 65 2,220 13 2,233 2,133 63 2,196 13 2,209
Total Approaches
Approach 2,225 67 2,292 13 2,305 2,182 65 2,247 13 2,260 Departure 2,225 67 2,292 13 2,305 2,182 65 2,247 13 2,260 Total 4,450 134 4,584 26 4,610 4,364 130 4,494 26 4,520 P:\Rincon - Watson & Trumble\Analysis\Analysis\ OY TM
Appendix E - 18
tran sluti o ns h, 1,, .,,,,nt d1(, 1 .,t l1it ,11., t n,,, ,r (I Cumulative OY Cumul OY Cumul Cumulative OY Cumul OY Cumul Exist Project Without Project With Exis t Project Without Project With Volumes Growth Trips Project Trips Trips Project Trips Volumes Growth Trips Project Trips Trips Project Trips 1 . Trumble Road & Watson Road
NBL 54 2 10 66 0 66 24 1 14 39 0 39
NBT 0 0 0 0 0 0 000 0 0 0
NBR 21 1 41 63 3 66 16 0 46 62 10 72
SBL 0 0 0 0 0 0 000 0 0 0
SBT 0 0 0 0 0 0 100 1 0 1
SBR 0 0 0 0 0 0 000 0 0 0
EBL 0 0 0 0 0 0 000 0 0 0
EBT 24 1 0 25 0 25 37 1 0 38 0 38
EBR 49 1 12 62 0 62 26 1 14 41 0 41
WBL 26 1 43 70 10 80 26 1 46 73 3 76
WBT 45 1 0 46 0 46 20 1 0 21 0 21
WBR 1 0 0 1 0 1 000 0 0 0
North Leg
Approach 0 0 0 0 0 0 1 0 0 1 0 1
Departure 1 0 0 1 0 1 0 0 0 0 0 0
Total 1 0 0 1 0 1 1 0 0 1 0 1
South Leg
Approach 75 3 51 129 3 132 40 1 60 101 10 111
Departure 75 2 55 132 10 142 53 2 60 115 3 118
Total 150 5 106 261 13 274 93 3 120 216 13 229
East Leg
Approach 72 2 43 117 10 127 46 2 46 94 3 97
Departure 45 2 41 88 3 91 53 1 46 100 10 110
Total 117 4 84 205 13 218 99 3 92 194 13 207
West Leg
Approach 73 2 12 87 0 87 63 2 14 79 0 79
Departure 99 3 10 112 0 112 44 2 14 60 0 60
Total 172 5 22 199 0 199 107 4 28 139 0 139
Total Approaches
Approach 220 7 106 333 13 346 150 5 120 275 13 288
Departure 220 7 106 333 13 346 150 5 120 275 13 288
Total 440 14 212 666 26 692 300 10 240 550 26 576
Table E-4 - Opening Year (2026) Cumulative Peak Hour Volume Summary AM Peak Hour PM Peak Hour
P:\Rincon - Watson & Trumble\Analysis\Analysis\ OY Cumul TM Appendix E - 19
translutions h, 1,, .,,,,nt d1(, 1 .,t l1it ,11., t n,,, ,r (I Cumulative OY Cumul OY Cumul Cumulative OY Cumul OY Cumul Exist Project Without Project With Exis t Project Without Project With Volumes Growth Trips Project Trips Trips Project Trips Volumes Growth Trips Project Trips Trips Project Trips Table E-4 - Opening Year (2026) Cumulative Peak Hour Volume Summary AM Peak Hour PM Peak Hour
2 Trumble Road & Driveway 1
NBL 0 0 0 0 0 0 000 0 0 0
NBT 75 2 51 128 1 129 40 1 60 101 4 105
NBR 0 0 0 0 9 9 000 0 8 8
SBL 0 0 0 0 6 6 000 0 2 2
SBT 75 2 54 131 4 135 53 2 60 115 1 116
SBR 0 0 0 0 0 0 000 0 0 0
EBL 0 0 0 0 0 0 000 0 0 0
EBT 0 0 0 0 0 0 000 0 0 0
EBR 0 0 0 0 0 0 000 0 0 0
WBL 0 0 0 0 7 7 000 0 13 13
WBT 0 0 0 0 0 0 000 0 0 0
WBR 0 0 0 0 2 2 000 0 6 6
North Leg
Approach 75 2 54 131 10 141 53 2 60 115 3 118
Departure 75 2 51 128 3 131 40 1 60 101 10 111
Total 150 4 105 259 13 272 93 3 120 216 13 229
South Leg
Approach 75 2 51 128 10 138 40 1 60 101 12 113
Departure 75 2 54 131 11 142 53 2 60 115 14 129
Total 150 4 105 259 21 280 93 3 120 216 26 242
East Leg
Approach 0 0 0 0 9 9 0 0 0 0 19 19
Departure 0 0 0 0 15 15 0 0 0 0 10 10
Total 0 0 0 0 24 24 0 0 0 0 29 29
West Leg
Approach 0 0 0 0 0 0 0 0 0 0 0 0
Departure 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0
Total Approaches
Approach 150 4 105 259 29 288 93 3 120 216 34 250
Departure 150 4 105 259 29 288 93 3 120 216 34 250
Total 300 8 210 518 58 576 186 6 240 432 68 500
P:\Rincon - Watson & Trumble\Analysis\Analysis\ OY Cumul TM Appendix E - 20
translutions h, 1,, .,,,,nt d1(, 1 .,t l1it ,11., t n,,, ,r (I Cumulative OY Cumul OY Cumul Cumulative OY Cumul OY Cumul Exist Project Without Project With Exis t Project Without Project With Volumes Growth Trips Project Trips Trips Project Trips Volumes Growth Trips Project Trips Trips Project Trips Table E-4 - Opening Year (2026) Cumulative Peak Hour Volume Summary AM Peak Hour PM Peak Hour
3 Trumble Road & Driveway 2
NBL 0 0 0 0 0 0 400 4 0 4
NBT 64 2 51 117 9 126 44 1 60 105 8 113
NBR 0 0 0 0 26 26 000 0 13 13
SBL 0 0 0 0 4 4 000 0 1 1
SBT 75 2 54 131 7 138 53 2 60 115 13 128
SBR 0 0 0 0 0 0 000 0 0 0
EBL 11 0 0 11 0 11 000 0 0 0
EBT 0 0 0 0 0 0 000 0 0 0
EBR 9 0 0 9 0 9 500 5 0 5
WBL 0 0 0 0 11 11 000 0 30 30
WBT 0 0 0 0 0 0 000 0 0 0
WBR 0 0 0 0 1 1 000 0 4 4
North Leg
Approach 75 2 54 131 11 142 53 2 60 115 14 129
Departure 75 2 51 128 10 138 44 1 60 105 12 117
Total 150 4 105 259 21 280 97 3 120 220 26 246
South Leg
Approach 64 2 51 117 35 152 48 1 60 109 21 130
Departure 84 2 54 140 18 158 58 2 60 120 43 163
Total 148 4 105 257 53 310 106 3 120 229 64 293
East Leg
Approach 0 0 0 0 12 12 0 0 0 0 34 34
Departure 0 0 0 0 30 30 0 0 0 0 14 14
Total 0 0 0 0 42 42 0 0 0 0 48 48
West Leg
Approach 20 0 0 20 0 20 5 0 0 5 0 5
Departure 0 0 0 0 0 0 4 0 0 4 0 4
Total 20 0 0 20 0 20 9 0 0 9 0 9
Total Approaches
Approach 159 4 105 268 58 326 106 3 120 229 69 298
Departure 159 4 105 268 58 326 106 3 120 229 69 298
Total 318 8 210 536 116 652 212 6 240 458 138 596
P:\Rincon - Watson & Trumble\Analysis\Analysis\ OY Cumul TM Appendix E - 21
translutions h, 1,, .,,,,nt d1(, 1 .,t l1it ,11., t n,,, ,r (I Cumulative OY Cumul OY Cumul Cumulative OY Cumul OY Cumul Exist Project Without Project With Exis t Project Without Project With Volumes Growth Trips Project Trips Trips Project Trips Volumes Growth Trips Project Trips Trips Project Trips Table E-4 - Opening Year (2026) Cumulative Peak Hour Volume Summary AM Peak Hour PM Peak Hour
4 Trumble Road & Illinois Avenue
NBL 57 2 12 71 0 71 38 1 21 60 0 60
NBT 55 2 51 108 35 143 33 1 60 94 20 114
NBR 0 0 0 0 0 0 000 0 0 0
SBL 0 0 0 0 0 0 000 0 0 0
SBT 71 2 54 127 18 145 45 1 60 106 42 148
SBR 13 0 0 13 0 13 13 0 0 13 0 13
EBL 9 0 0 9 0 9 11 0 0 11 0 11
EBT 0 0 0 0 0 0 000 0 0 0
EBR 49 1 14 64 0 64 72 2 21 95 0 95
WBL 0 0 0 0 0 0 100 1 0 1
WBT 0 0 0 0 0 0 000 0 0 0
WBR 0 0 0 0 0 0 000 0 0 0
North Leg
Approach 84 2 54 140 18 158 58 1 60 119 42 161
Departure 64 2 51 117 35 152 44 1 60 105 20 125
Total 148 4 105 257 53 310 102 2 120 224 62 286
South Leg
Approach 112 4 63 179 35 214 71 2 81 154 20 174
Departure 120 3 68 191 18 209 118 3 81 202 42 244
Total 232 7 131 370 53 423 189 5 162 356 62 418
East Leg
Approach 0 0 0 0 0 0 1 0 0 1 0 1
Departure 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 1 0 0 1 0 1
West Leg
Approach 58 1 14 73 0 73 83 2 21 106 0 106
Departure 70 2 12 84 0 84 51 1 21 73 0 73
Total 128 3 26 157 0 157 134 3 42 179 0 179
Total Approaches
Approach 254 7 131 392 53 445 213 5 162 380 62 442
Departure 254 7 131 392 53 445 213 5 162 380 62 442
Total 508 14 262 784 106 890 426 10 324 760 124 884
P:\Rincon - Watson & Trumble\Analysis\Analysis\ OY Cumul TM Appendix E - 22
translutions h, 1,, .,,,,nt d1(, 1 .,t l1it ,11., t n,,, ,r (I Cumulative OY Cumul OY Cumul Cumulative OY Cumul OY Cumul Exist Project Without Project With Exis t Project Without Project With Volumes Growth Trips Project Trips Trips Project Trips Volumes Growth Trips Project Trips Trips Project Trips Table E-4 - Opening Year (2026) Cumulative Peak Hour Volume Summary AM Peak Hour PM Peak Hour
5 Trumble Road & Ethanac Road
NBL 77 2 113 192 0 192 75 2 265 342 0 342
NBT 15 0 52 67 6 73 5 0 81 86 2 88
NBR 32 1 39 72 0 72 44 1 209 254 0 254
SBL 23 1 54 78 1 79 20 1 63 84 4 88
SBT 15 0 68 83 2 85 8 0 90 98 6 104
SBR 90 3 91 184 15 199 103 3 81 187 32 219
EBL 76 2 89 167 26 193 63 2 79 144 18 162
EBT 553 17 555 1125 0 1,125 705 21 392 1118 0 1,118
EBR 28 1 133 162 0 162 29 1 244 274 0 274
WBL 37 1 63 101 0 101 25 1 196 222 0 222
WBT 536 16 416 968 0 968 388 12 558 958 0 958
WBR 19 1 60 80 4 84 12 0 59 71 1 72
North Leg
Approach 128 4 213 345 18 363 131 4 234 369 42 411
Departure 110 3 201 314 36 350 80 2 219 301 21 322
Total 238 7 414 659 54 713 211 6 453 670 63 733
South Leg
Approach 124 3 204 331 6 337 124 3 555 682 2 684
Departure 80 2 264 346 2 348 62 2 530 594 6 600
Total 204 5 468 677 8 685 186 5 1,085 1,276 8 1,284
East Leg
Approach 592 18 539 1,149 4 1,153 425 13 813 1,251 1 1,252 Departure 608 19 648 1,275 1 1,276 769 23 664 1,456 4 1,460 Total 1,200 37 1,187 2,424 5 2,429 1,194 36 1,477 2,707 5 2,712 West Leg
Approach 657 20 777 1,454 26 1,480 797 24 715 1,536 18 1,554 Departure 703 21 620 1,344 15 1,359 566 17 904 1,487 32 1,519 Total 1,360 41 1,397 2,798 41 2,839 1,363 41 1,619 3,023 50 3,073 Total Approaches
Approach 1,501 45 1,733 3,279 54 3,333 1,477 44 2,317 3,838 63 3,901 Departure 1,501 45 1,733 3,279 54 3,333 1,477 44 2,317 3,838 63 3,901 Total 3,002 90 3,466 6,558 108 6,666 2,954 88 4,634 7,676 126 7,802 P:\Rincon - Watson & Trumble\Analysis\Analysis\ OY Cumul TM Appendix E - 23
translutions h, 1,, .,,,,nt d1(, 1 .,t l1it ,11., t n,,, ,r (I Cumulative OY Cumul OY Cumul Cumulative OY Cumul OY Cumul Exist Project Without Project With Exis t Project Without Project With Volumes Growth Trips Project Trips Trips Project Trips Volumes Growth Trips Project Trips Trips Project Trips Table E-4 - Opening Year (2026) Cumulative Peak Hour Volume Summary AM Peak Hour PM Peak Hour
6 Watson Road and SR-74
NBL 9 0 20 29 3 32 14 0 23 37 10 47
NBT 0 0 0 0 0 0 000 0 0 0
NBR 27 1 20 48 0 48 27 1 23 51 0 51
SBL 0 0 0 0 0 0 000 0 0 0
SBT 0 0 0 0 0 0 000 0 0 0
SBR 0 0 0 0 0 0 000 0 0 0
EBL 0 0 0 0 0 0 000 0 0 0
EBT 765 23 120 908 0 908 1,172 35 130 1337 0 1,337
EBR 24 1 21 46 10 56 8 0 22 30 3 33
WBL 43 1 21 65 0 65 22 1 22 45 0 45
WBT 1,357 41 126 1524 0 1,524 939 28 138 1105 0 1,105
WBR 0 0 0 0 0 0 000 0 0 0
North Leg
Approach 0 0 0 0 0 0 0 0 0 0 0 0
Departure 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0
South Leg
Approach 36 1 40 77 3 80 41 1 46 88 10 98
Departure 67 2 42 111 10 121 30 1 44 75 3 78
Total 103 3 82 188 13 201 71 2 90 163 13 176
East Leg
Approach 1,400 42 147 1,589 0 1,589 961 29 160 1,150 0 1,150 Departure 792 24 140 956 0 956 1,199 36 153 1,388 0 1,388 Total 2,192 66 287 2,545 0 2,545 2,160 65 313 2,538 0 2,538 West Leg
Approach 789 24 141 954 10 964 1,180 35 152 1,367 3 1,370 Departure 1,366 41 146 1,553 3 1,556 953 28 161 1,142 10 1,152 Total 2,155 65 287 2,507 13 2,520 2,133 63 313 2,509 13 2,522 Total Approaches
Approach 2,225 67 328 2,620 13 2,633 2,182 65 358 2,605 13 2,618 Departure 2,225 67 328 2,620 13 2,633 2,182 65 358 2,605 13 2,618 Total 4,450 134 656 5,240 26 5,266 4,364 130 716 5,210 26 5,236 P:\Rincon - Watson & Trumble\Analysis\Analysis\ OY Cumul TM Appendix E - 24
translutions h, 1,, .,,,,nt d1(, 1 .,t l1it ,11., t n,,, ,r (I the transportation solutions company...
2050 2050 2050 2050
NP Project With NP Project With
Trips Project Trips Project
1 . Trumble Road & Watson Road
NBL 69 0 69 41 0 41
N B T 000 000
NBR 266 3 269 182 10 192
S B L 000 000
S B T 000 101
S B R 000 000
E B L 000 000
EBT 26 0 26 40 0 40
EBR 65 0 65 43 0 43
WBL 254 10 264 237 3 240
WBT 48 0 48 22 0 22
W B R 101 000
North Leg
Approach 0 0 0 1 0 1
Departure 1 0 1 0 0 0
Total 1 0 1 1 0 1
South Leg
Approach 335 3 338 223 10 233
Departure 319 10 329 281 3 284
Total 654 13 667 504 13 517
East Leg
Approach 303 10 313 259 3 262
Departure 292 3 295 222 10 232
Total 596 13 609 481 13 494
West Leg
Approach 91 0 91 83 0 83
Departure 118 0 118 63 0 63
Total 209 0 209 146 0 146

Total Approaches
Approach 730 13 743 566 13 579
Departure 730 13 743 566 13 579
Total 1,460 26 1,486 1,132 26 1,158
Table E-5: Horizon Year (2050) With Project Peak Hour Volume Summary P:\Rincon - Watson & Trumble\Analysis\Analysis\2050 TM
Appendix E - 25
translutions
the transportation solutions company...
2050 2050 2050 2050
NP Project With NP Project With
Trips Project Trips Project
Table E-5: Horizon Year (2050) With Project Peak Hour Volume Summary 2 . Trumble Road & Driveway 1
N B L 000 000
NBT 335 1 336 223 4 227
N B R 099 088
S B L 066 022
SBT 319 4 323 281 1 282
S B R 000 000
E B L 000 000
E B T 000 000
E B R 000 000
WBL 0 7 7 0 13 13
W B T 000 000
W B R 022 066
North Leg
Approach 319 10 329 281 3 284
Departure 335 3 338 223 10 233
Total 654 13 667 504 13 517
South Leg
Approach 335 10 345 223 12 235
Departure 319 11 330 281 14 295
Total 654 21 675 504 26 530
East Leg
Approach 0 9 9 0 19 19
Departure 0 15 15 0 10 10
Total 0 24 24 0 29 29
West Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
Total Approaches
Approach 654 29 683 504 34 538
Departure 654 29 683 504 34 538
Total 1,309 58 1,367 1,008 68 1,076
P:\Rincon - Watson & Trumble\Analysis\Analysis\2050 TM
Appendix E - 26
translutions
the transportation solutions company...
2050 2050 2050 2050
NP Project With NP Project With
Trips Project Trips Project
Table E-5: Horizon Year (2050) With Project Peak Hour Volume Summary 3 . Trumble Road & Driveway 2
N B L 000 404
NBT 292 9 301 198 8 206
NBR 0 26 26 0 13 13
S B L 044 011
SBT 288 7 295 268 13 281
S B R 000 000
EBL 12 0 12 0 0 0
E B T 000 000
E B R 909 505
WBL 0 11 11 0 30 30
W B T 000 000
W B R 011 044
North Leg
Approach 288 11 299 268 14 282
Departure 304 10 314 198 12 210
Total 592 21 613 466 26 492
South Leg
Approach 292 35 327 202 21 223
Departure 297 18 315 273 43 316
Total 589 53 642 475 64 539
East Leg
Approach 0 12 12 0 34 34
Departure 0 30 30 0 14 14
Total 0 42 42 0 48 48
West Leg
Approach 21 0 21 5 0 5
Departure 0 0 0 4 0 4
Total 21 0 21 9 0 9
Total Approaches
Approach 601 58 659 475 69 544
Departure 601 58 659 475 69 544
Total 1,202 116 1,318 951 138 1,089
P:\Rincon - Watson & Trumble\Analysis\Analysis\2050 TM
Appendix E - 27
translutions
the transportation solutions company...
2050 2050 2050 2050
NP Project With NP Project With
Trips Project Trips Project
Table E-5: Horizon Year (2050) With Project Peak Hour Volume Summary 4 . Trumble Road & Illinois Avenue
NBL 75 0 75 63 0 63
NBT 281 35 316 183 20 203
N B R 000 000
S B L 000 000
SBT 275 18 293 257 42 299
SBR 14 0 14 14 0 14
EBL 11 0 11 15 0 15
E B T 000 000
EBR 67 0 67 100 0 100
W B L 000 101
W B T 000 000
W B R 000 000
North Leg
Approach 289 18 307 271 42 313
Departure 292 35 327 198 20 218
Total 581 53 634 469 62 531
South Leg
Approach 356 35 391 246 20 266
Departure 342 18 360 358 42 400
Total 698 53 751 604 62 666
East Leg
Approach 0 0 0 1 0 1
Departure 0 0 0 0 0 0
Total 0 0 0 1 0 1
West Leg
Approach 78 0 78 115 0 115
Departure 88 0 88 77 0 77
Total 166 0 166 191 0 191
Total Approaches
Approach 722 53 775 632 62 694
Departure 722 53 775 632 62 694
Total 1,445 106 1,551 1,265 124 1,389
P:\Rincon - Watson & Trumble\Analysis\Analysis\2050 TM
Appendix E - 28
translutions
the transportation solutions company...
2050 2050 2050 2050
NP Project With NP Project With
Trips Project Trips Project
Table E-5: Horizon Year (2050) With Project Peak Hour Volume Summary 5 . Trumble Road & Ethanac Road
NBL 202 0 202 359 0 359
NBT 70 6 76 90 2 92
NBR 76 0 76 267 0 267
SBL 82 1 83 88 4 92
SBT 87 2 89 103 6 109
SBR 193 15 208 196 32 228
EBL 175 26 201 151 18 169
EBT 1,181 0 1,181 1,174 0 1,174
EBR 170 0 170 288 0 288
WBL 106 0 106 233 0 233
WBT 1,016 0 1,016 1,006 0 1,006
WBR 84 4 88 75 1 76
North Leg
Approach 362 18 380 387 42 429
Departure 330 36 366 316 21 337
Total 692 54 746 704 63 767
South Leg
Approach 348 6 354 716 2 718
Departure 363 2 365 624 6 630
Total 711 8 719 1,340 8 1,348
East Leg
Approach 1,206 4 1,210 1,314 1 1,315
Departure 1,339 1 1,340 1,529 4 1,533
Total 2,545 5 2,550 2,842 5 2,847
West Leg
Approach 1,527 26 1,553 1,613 18 1,631
Departure 1,411 15 1,426 1,561 32 1,593
Total 2,938 41 2,979 3,174 50 3,224
Total Approaches
Approach 3,443 54 3,497 4,030 63 4,093
Departure 3,443 54 3,497 4,030 63 4,093
Total 6,886 108 6,994 8,060 126 8,186
P:\Rincon - Watson & Trumble\Analysis\Analysis\2050 TM
Appendix E - 29
translutions
the transportation solutions company...
2050 2050 2050 2050
NP Project With NP Project With
Trips Project Trips Project
Table E-5: Horizon Year (2050) With Project Peak Hour Volume Summary 6 . Watson Road and SR-74
NBL 56 3 59 65 10 75
N B T 000 000
NBR 233 0 233 161 0 161
S B L 000 000
S B T 000 000
S B R 000 000
E B L 000 000
EBT 1,317 0 1,317 1,679 0 1,679
EBR 108 10 118 45 3 48
WBL 209 0 209 192 0 192
WBT 1,734 0 1,734 1,419 0 1,419
W B R 000 000
North Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
South Leg
Approach 289 3 292 226 10 236
Departure 317 10 327 237 3 240
Total 606 13 619 463 13 476
East Leg
Approach 1,943 0 1,943 1,611 0 1,611
Departure 1,550 0 1,550 1,840 0 1,840
Total 3,493 0 3,493 3,451 0 3,451
West Leg
Approach 1,425 10 1,435 1,724 3 1,727
Departure 1,790 3 1,793 1,484 10 1,494
Total 3,215 13 3,228 3,208 13 3,221
Total Approaches
Approach 3,657 13 3,670 3,561 13 3,574
Departure 3,657 13 3,670 3,561 13 3,574
Total 7,314 26 7,340 7,122 26 7,148
P:\Rincon - Watson & Trumble\Analysis\Analysis\2050 TM
Appendix E - 30
translutions
Trumble Road and Watson Road Warehouse
Traffic Study
June 2025

55 APPENDIX F:

Level of Service Worksheets

trans!utions
the tr.in~port.1bu11 ~olutiun~ comp,111q
1: Trumble Road & Watson Road
HCM 7th TWSC 01 Existing AM
Trumble Watson.syn
Synchro 12 Report Page 1
Intersection
Int Delay, s/veh 4.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 24 49 26 45 1 54 0 21 0 0 0
Future Vol, veh/h 0 24 49 26 45 1 54 0 21 0 0 0
C o n f l i c t i n g P e d s , # / h r 000000000000
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 98 98 98 98 98 98 98 98 98 98 98 98
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 02 45 02 74 6 15 5 02 1 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 47 0 0 74 0 0 148 149 49 124 174 46 Stage 1 - ----- 4 9 4 9- 9 9 9 9-
Stage 2 - ----- 9 9 1 0 0- 2 4 7 4-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 C r i t i c a l H d w y S t g 1 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- C r i t i c a l H d w y S t g 2 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1561 - - 1525 - - 820 742 1019 850 719 1023 Stage 1 - ----- 9 6 4 8 5 4- 9 0 7 8 1 3-
Stage 2 - ----- 9 0 7 8 1 2- 9 9 3 8 3 3-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1561 - - 1525 - - 805 729 1019 818 706 1023 Mov Cap-2 Maneuver - ----- 8 0 5 7 2 9- 8 1 8 7 0 6-
Stage 1 - ----- 9 6 4 8 5 4- 8 9 1 7 9 8-
Stage 2 - ----- 8 9 1 7 9 8- 9 7 2 8 3 3-
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 2.67 9.62 0

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 855 1561 - - 647 - - -
HCM Lane V/C Ratio 0.089 - - - 0.017 - - -
HCM Ctrl Dly (s/v) 9.6 0 - - 7.4 0 - 0
HCM Lane LOS A A - - A A - A
HCM 95th %tile Q(veh) 0.3 0 - - 0.1 - - -
Appendix F - 1
3: Trumble Road & Driveway 2
HCM 7th TWSC 01 Existing AM
Trumble Watson.syn
Synchro 12 Report Page 3
Intersection
Int Delay, s/veh 1.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 0 9 0 0 0 0 64 0 0 75 0
F u t u r e V o l , v e h / h 1 1090000 6 400 7 50
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 12 0 10 0 0 0 0 70 0 0 82 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 151 151 82 151 151 70 82 0 0 70 0 0 Stage 1 82 82 - 70 70 -------
Stage 2 70 70 - 82 82 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 816 741 978 816 741 993 1516 - - 1531 - - Stage 1 927 827 - 940 837 -------
Stage 2 940 837 - 927 827 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 816 741 978 808 741 993 1516 - - 1531 - - Mov Cap-2 Maneuver 849 761 - 843 761 -------
Stage 1 927 827 - 940 837 -------
Stage 2 940 837 - 918 827 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.09 0 0 0

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1516 - - 902 - 1531 - -
HCM Lane V/C Ratio - - - 0.024 ----
HCM Ctrl Dly (s/v) 0 - - 9.1 0 0 - -
HCM Lane LOS A - - A A A - -
HCM 95th %tile Q(veh) 0 - - 0.1 - 0 - -
Appendix F - 2
4: Trumble Road & Illinois Avenue
HCM 7th TWSC 01 Existing AM
Trumble Watson.syn
Synchro 12 Report Page 4
Intersection
Int Delay, s/veh 3.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 9 0 49 0 0 0 57 55 0 0 71 13
Future Vol, veh/h 9 0 49 0 0 0 57 55 0 0 71 13
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 98 ----- 9 9-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 10 0 52 0 0 0 61 59 0 0 76 14
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 262 262 82 255 269 59 89 0 0 59 0 0 Stage 1 82 82 - 180 180 -------
Stage 2 180 180 - 76 89 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 691 643 977 698 637 1007 1506 - - 1545 - - Stage 1 926 826 - 822 751 -------
Stage 2 822 751 - 934 821 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 663 617 977 634 611 1007 1506 - - 1545 - - Mov Cap-2 Maneuver 733 670 - 709 659 -------
Stage 1 926 826 - 789 720 -------
Stage 2 789 720 - 884 821 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.06 0 3.81 0

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1506 - - 733 977 - 1545 - -
HCM Lane V/C Ratio 0.04 - - 0.013 0.053 ----
HCM Ctrl Dly (s/v) 7.5 - - 10 8.9 0 0 - -
HCM Lane LOS A - - AAAA - -
HCM 95th %tile Q(veh) 0.1 - - 0 0.2 - 0 - -
Appendix F - 3
~ l+ ~ l+
5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 01 Existing AM
Trumble Watson.syn
Synchro 12 Report Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 76 553 28 37 536 19 77 15 32 23 15 90 Future Volume (veh/h) 76 553 28 37 536 19 77 15 32 23 15 90 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width 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 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 86 628 32 42 609 22 88 17 36 26 17 102 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 152 798 676 108 721 26 154 185 391 90 72 430 Arrive On Green 0.09 0.43 0.43 0.06 0.40 0.40 0.09 0.35 0.35 0.05 0.31 0.31 Sat Flow, veh/h 1781 1870 1585 1781 1794 65 1781 535 1132 1781 231 1389 Grp Volume(v), veh/h 86 628 32 42 0 631 88 0 53 26 0 119 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1859 1781 0 1667 1781 0 1620 Q Serve(g_s), s 4.0 24.7 1.0 1.9 0.0 26.2 4.1 0.0 1.8 1.2 0.0 4.7 Cycle Q Clear(g_c), s 4.0 24.7 1.0 1.9 0.0 26.2 4.1 0.0 1.8 1.2 0.0 4.7 Prop In Lane 1.00 1.00 1.00 0.03 1.00 0.68 1.00 0.86
Lane Grp Cap(c), veh/h 152 798 676 108 0 747 154 0 576 90 0 502 V/C Ratio(X) 0.57 0.79 0.05 0.39 0.00 0.84 0.57 0.00 0.09 0.29 0.00 0.24 Avail Cap(c_a), veh/h 344 1435 1216 156 0 1230 282 0 576 156 0 502 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 37.5 21.1 14.3 38.6 0.0 23.1 37.5 0.0 18.9 39.1 0.0 22.0 Incr Delay (d2), s/veh 3.3 1.8 0.0 2.3 0.0 3.0 3.3 0.0 0.3 1.8 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/ln 1.8 9.9 0.3 0.9 0.0 10.8 1.9 0.0 0.7 0.5 0.0 1.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 40.8 22.9 14.4 40.9 0.0 26.1 40.8 0.0 19.2 40.8 0.0 23.1 LnGrp LOS D C B D C D B D C
Approach Vol, veh/h 746 673 141 145
Approach Delay, s/veh 24.6 27.0 32.7 26.3
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 6.8 32.0 7.7 38.9 9.9 28.9 9.8 36.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 27.5 5.5 63.5 11.5 21.5 14.5 54.5 Max Q Clear Time (g_c+I1), s 3.2 3.8 3.9 26.7 6.1 6.7 6.0 28.2 Green Ext Time (p_c), s 0.0 0.2 0.0 4.3 0.1 0.4 0.1 4.1 Intersection Summary
HCM 7th Control Delay, s/veh 26.4
HCM 7th LOS C
Appendix F - 4
t
t ., ~ ~
6: Watson Road & US Highway 74
HCM 7th TWSC 01 Existing AM
Trumble Watson.syn
Synchro 12 Report Page 6
Intersection
Int Delay, s/veh 0.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 765 24 43 1357 9 27
Future Vol, veh/h 765 24 43 1357 9 27
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 147 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 860 27 48 1525 10 30
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 887 0 1732 443
Stage 1 - - - - 873 -
Stage 2 - - - - 859 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 759 - 79 562
Stage 1 - - - - 369 -
Stage 2 - - - - 375 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 759 - 74 562
Mov Cap-2 Maneuver - - - - 251 -
Stage 1 - - - - 369 -
Stage 2 - - - - 351 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0.31 14.26

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 429 - - 759 -
HCM Lane V/C Ratio 0.094 - - 0.064 -
HCM Ctrl Dly (s/v) 14.3 - - 10.1 -
HCM Lane LOS B - - B -
HCM 95th %tile Q(veh) 0.3 - - 0.2 -
Appendix F - 5
1: Trumble Road & Watson Road
HCM 7th TWSC 02 Existing PM
Trumble Watson.syn
Synchro 12 Report Page 1
Intersection
Int Delay, s/veh 3.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 37 26 26 20 0 24 0 16 0 1 0
Future Vol, veh/h 0 37 26 26 20 0 24 0 16 0 1 0
C o n f l i c t i n g P e d s , # / h r 000000000000
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 66 66 66 66 66 66 66 66 66 66 66 66
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 05 63 93 93 0 03 6 02 4 0 2 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 30 0 0 95 0 0 186 185 76 165 205 30 Stage 1 - ----- 7 6 7 6- 1 0 9 1 0 9-
Stage 2 - ----- 1 1 0 1 0 9- 5 6 9 5-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 C r i t i c a l H d w y S t g 1 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- C r i t i c a l H d w y S t g 2 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1582 - - 1498 - - 775 709 985 799 692 1044 Stage 1 - ----- 9 3 3 8 3 2- 8 9 6 8 0 5-
Stage 2 - ----- 8 9 5 8 0 5- 9 5 6 8 1 6-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1582 - - 1498 - - 753 690 985 759 673 1044 Mov Cap-2 Maneuver - ----- 7 5 3 6 9 0- 7 5 9 6 7 3-
Stage 1 - ----- 9 3 3 8 3 2- 8 7 2 7 8 4-
Stage 2 - ----- 8 7 0 7 8 4- 9 3 2 8 1 6-
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 4.22 9.67 10.36

HCM LOS A B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 831 1582 - - 1017 - - 673
HCM Lane V/C Ratio 0.073 - - - 0.026 - - 0.002
HCM Ctrl Dly (s/v) 9.7 0 - - 7.5 0 - 10.4
HCM Lane LOS A A - - A A - B
HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0
Appendix F - 6
3: Trumble Road & Driveway 2
HCM 7th TWSC 02 Existing PM
Trumble Watson.syn
Synchro 12 Report Page 3
Intersection
Int Delay, s/veh 0.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l , v e h / h 0050004 4 400 5 30
F u t u r e V o l , v e h / h 0050004 4 400 5 30
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 0050004 4 800 5 80
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 114 114 58 114 114 48 58 0 0 48 0 0 Stage 1 58 58 - 57 57 -------
Stage 2 57 57 - 58 58 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 863 776 1009 863 776 1021 1547 - - 1559 - - Stage 1 954 847 - 955 848 -------
Stage 2 955 848 - 954 847 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 860 774 1009 856 774 1021 1547 - - 1559 - - Mov Cap-2 Maneuver 876 780 - 871 779 -------
Stage 1 954 847 - 953 845 -------
Stage 2 953 845 - 949 847 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 8.59 0 0.61 0

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1547 - - 1009 - 1559 - -
HCM Lane V/C Ratio 0.003 - - 0.005 ----
HCM Ctrl Dly (s/v) 7.3 - - 8.6 0 0 - -
HCM Lane LOS A - - A A A - -
HCM 95th %tile Q(veh) 0 - - 0 - 0 - -
Appendix F - 7
4: Trumble Road & Illinois Avenue
HCM 7th TWSC 02 Existing PM
Trumble Watson.syn
Synchro 12 Report Page 4
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 11 0 72 1 0 0 38 33 0 0 45 13
Future Vol, veh/h 11 0 72 1 0 0 38 33 0 0 45 13
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 98 ----- 9 9-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 71 71 71 71 71 71 71 71 71 71 71 71
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 15 0 101 1 0 0 54 46 0 0 63 18
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 226 226 73 217 235 46 82 0 0 46 0 0 Stage 1 73 73 - 154 154 -------
Stage 2 154 154 - 63 82 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 729 673 990 739 665 1023 1516 - - 1561 - - Stage 1 937 835 - 849 770 -------
Stage 2 849 770 - 948 827 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 704 649 990 640 642 1023 1516 - - 1561 - - Mov Cap-2 Maneuver 762 692 - 713 681 -------
Stage 1 937 835 - 819 743 -------
Stage 2 819 743 - 850 827 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.16 10.06 3.99 0

HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1516 - - 762 990 713 1561 - -
HCM Lane V/C Ratio 0.035 - - 0.02 0.102 0.002 - - -
HCM Ctrl Dly (s/v) 7.5 - - 9.8 9.1 10.1 0 - -
HCM Lane LOS A - - AABA - -
HCM 95th %tile Q(veh) 0.1 - - 0.1 0.3 0 0 - -
Appendix F - 8
~ l+ ~ l+
5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 02 Existing PM
Trumble Watson.syn
Synchro 12 Report Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 63 705 29 25 388 12 75 5 44 20 8 103 Future Volume (veh/h) 63 705 29 25 388 12 75 5 44 20 8 103 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width 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 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 69 775 32 27 426 13 82 5 48 22 9 113 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 129 899 762 90 829 25 146 46 446 83 32 403
Arrive On Green 0.07 0.48 0.48 0.05 0.46 0.46 0.08 0.31 0.31 0.05 0.27 0.27 Sat Flow, veh/h 1781 1870 1585 1781 1805 55 1781 152 1456 1781 118 1485 Grp Volume(v), veh/h 69 775 32 27 0 439 82 0 53 22 0 122 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1860 1781 0 1608 1781 0 1603 Q Serve(g_s), s 3.2 31.8 0.9 1.3 0.0 14.5 3.8 0.0 2.0 1.0 0.0 5.2 Cycle Q Clear(g_c), s 3.2 31.8 0.9 1.3 0.0 14.5 3.8 0.0 2.0 1.0 0.0 5.2 Prop In Lane 1.00 1.00 1.00 0.03 1.00 0.91 1.00 0.93
Lane Grp Cap(c), veh/h 129 899 762 90 0 854 146 0 492 83 0 435 V/C Ratio(X) 0.53 0.86 0.04 0.30 0.00 0.51 0.56 0.00 0.11 0.26 0.00 0.28 Avail Cap(c_a), veh/h 257 1480 1255 154 0 1365 257 0 492 154 0 435 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 38.7 19.9 11.9 39.6 0.0 16.6 38.3 0.0 21.5 39.8 0.0 24.9 Incr Delay (d2), s/veh 3.4 3.0 0.0 1.8 0.0 0.5 3.4 0.0 0.4 1.7 0.0 1.6 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 1.5 12.6 0.3 0.6 0.0 5.5 1.8 0.0 0.8 0.5 0.0 2.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 42.1 22.9 11.9 41.4 0.0 17.1 41.6 0.0 22.0 41.5 0.0 26.5 LnGrp LOS D C B D B D C D C
Approach Vol, veh/h 876 466 135 144
Approach Delay, s/veh 24.0 18.5 33.9 28.8
Approach LOS C B C C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 6.6 29.0 6.9 44.1 9.6 26.0 8.8 42.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 24.5 5.5 66.5 10.5 19.5 10.5 61.5 Max Q Clear Time (g_c+I1), s 3.0 4.0 3.3 33.8 5.8 7.2 5.2 16.5 Green Ext Time (p_c), s 0.0 0.2 0.0 5.8 0.1 0.4 0.0 2.7 Intersection Summary
HCM 7th Control Delay, s/veh 23.7
HCM 7th LOS C
Appendix F - 9
t
t ., ~ ~
6: Watson Road & US Highway 74
HCM 7th TWSC 02 Existing PM
Trumble Watson.syn
Synchro 12 Report Page 6
Intersection
Int Delay, s/veh 0.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1172 8 22 939 14 27
Future Vol, veh/h 1172 8 22 939 14 27
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 147 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1234 8 23 988 15 28
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1242 0 1778 621
Stage 1 - - - - 1238 -
Stage 2 - - - - 541 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 556 - 74 430
Stage 1 - - - - 237 -
Stage 2 - - - - 548 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 556 - 70 430
Mov Cap-2 Maneuver - - - - 211 -
Stage 1 - - - - 237 -
Stage 2 - - - - 525 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0.27 18.13

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 317 - - 556 -
HCM Lane V/C Ratio 0.136 - - 0.042 -
HCM Ctrl Dly (s/v) 18.1 - - 11.8 -
HCM Lane LOS C - - B -
HCM 95th %tile Q(veh) 0.5 - - 0.1 -
Appendix F - 10
1: Trumble Road & Watson Road
HCM 7th TWSC 03 Existing Plus Prj AM
Trumble Watson.syn
Synchro 12 Report Page 1
Intersection
Int Delay, s/veh 4.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 24 49 36 45 1 54 0 24 0 0 0
Future Vol, veh/h 0 24 49 36 45 1 54 0 24 0 0 0
C o n f l i c t i n g P e d s , # / h r 000000000000
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 98 98 98 98 98 98 98 98 98 98 98 98
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 02 45 03 74 6 15 5 02 4 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 47 0 0 74 0 0 169 170 49 144 194 46 Stage 1 - ----- 4 9 4 9- 1 2 0 1 2 0-
Stage 2 - ----- 1 1 9 1 2 0- 2 4 7 4-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 C r i t i c a l H d w y S t g 1 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- C r i t i c a l H d w y S t g 2 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1561 - - 1525 - - 795 723 1019 825 701 1023 Stage 1 - ----- 9 6 4 8 5 4- 8 8 4 7 9 6-
Stage 2 - ----- 8 8 5 7 9 6- 9 9 3 8 3 3-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1561 - - 1525 - - 775 705 1019 785 684 1023 Mov Cap-2 Maneuver - ----- 7 7 5 7 0 5- 7 8 5 6 8 4-
Stage 1 - ----- 9 6 4 8 5 4- 8 6 3 7 7 7-
Stage 2 - ----- 8 6 3 7 7 6- 9 6 9 8 3 3-
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 3.26 9.75 0

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 837 1561 - - 787 - - -
HCM Lane V/C Ratio 0.095 - - - 0.024 - - -
HCM Ctrl Dly (s/v) 9.8 0 - - 7.4 0 - 0
HCM Lane LOS A A - - A A - A
HCM 95th %tile Q(veh) 0.3 0 - - 0.1 - - -
Appendix F - 11
2: Trumble Road & Driveway 1
HCM 7th TWSC 03 Existing Plus Prj AM
Trumble Watson.syn
Synchro 12 Report Page 2
Intersection
Int Delay, s/veh 0.7
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 7 2 76 9 6 79
Future Vol, veh/h 7 2 76 9 6 79
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 - - - 0 -
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
M v m t F l o w 72 8 096 8 3
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 181 85 0 0 89 0
Stage 1 85 -----
Stage 2 96 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
C r i t i c a l H d w y S t g 1 5 . 4 2-----
C r i t i c a l H d w y S t g 2 5 . 4 2-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 809 974 - - 1506 -
Stage 1 939 -----
Stage 2 928 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 806 974 - - 1506 -
Mov Cap-2 Maneuver 793 -----
Stage 1 939 -----
Stage 2 924 -----
Approach WB NB SB
HCM Ctrl Dly, s/v 9.4 0 0.52

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 827 1506 -
HCM Lane V/C Ratio - - 0.011 0.004 -
HCM Ctrl Dly (s/v) - - 9.4 7.4 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0 0 -
Appendix F - 12
3: Trumble Road & Driveway 2
HCM 7th TWSC 03 Existing Plus Prj AM
Trumble Watson.syn
Synchro 12 Report Page 3
Intersection
Int Delay, s/veh 1.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l , v e h / h 1 109 1 1010 7 3 2 64 8 20 F u t u r e V o l , v e h / h 1 109 1 1010 7 3 2 64 8 20 C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 1 209 1 2010 7 7 2 74 8 60
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 172 199 86 185 185 91 86 0 0 104 0 0 Stage 1 95 95 - 91 91 -------
Stage 2 77 104 - 95 95 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 792 697 972 776 709 967 1510 - - 1487 - - Stage 1 912 817 - 917 820 -------
Stage 2 932 809 - 912 817 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 789 695 972 766 707 967 1510 - - 1487 - - Mov Cap-2 Maneuver 830 732 - 817 741 -------
Stage 1 909 814 - 917 820 -------
Stage 2 931 809 - 901 814 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.15 9.42 0 0.35

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1510 - - 888 828 1487 - -
HCM Lane V/C Ratio - - - 0.024 0.015 0.003 - -
HCM Ctrl Dly (s/v) 0 - - 9.2 9.4 7.4 - -
HCM Lane LOS A - - A A A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0 0 - -
Appendix F - 13
4: Trumble Road & Illinois Avenue
HCM 7th TWSC 03 Existing Plus Prj AM
Trumble Watson.syn
Synchro 12 Report Page 4
Intersection
Int Delay, s/veh 3.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 9 0 49 0 0 0 57 90 0 0 89 13
Future Vol, veh/h 9 0 49 0 0 0 57 90 0 0 89 13
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 98 ----- 9 9-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 10 0 52 0 0 0 61 96 0 0 95 14
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 319 319 102 312 326 96 109 0 0 96 0 0 Stage 1 102 102 - 217 217 -------
Stage 2 217 217 - 95 109 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 634 598 954 641 593 961 1482 - - 1498 - - Stage 1 904 811 - 785 723 -------
Stage 2 785 723 - 912 806 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 608 573 954 581 568 961 1482 - - 1498 - - Mov Cap-2 Maneuver 696 642 - 673 631 -------
Stage 1 904 811 - 753 694 -------
Stage 2 753 694 - 862 806 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.19 0 2.92 0

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1482 - - 696 954 - 1498 - -
HCM Lane V/C Ratio 0.041 - - 0.014 0.055 ----
H C M C t r l D l y ( s / v ) 7 . 5 - - 1 0 . 2900 - - HCM Lane LOS A - - BAAA - -
HCM 95th %tile Q(veh) 0.1 - - 0 0.2 - 0 - -
Appendix F - 14
~ l+ ~ l+
5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 03 Existing Plus Prj AM Trumble Watson.syn
Synchro 12 Report Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 102 553 28 37 536 23 77 21 32 24 17 105 Future Volume (veh/h) 102 553 28 37 536 23 77 21 32 24 17 105 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width 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 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 116 628 32 42 609 26 88 24 36 27 19 119 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 185 835 708 105 715 31 152 224 336 89 66 414 Arrive On Green 0.10 0.45 0.45 0.06 0.40 0.40 0.09 0.33 0.33 0.05 0.30 0.30 Sat Flow, veh/h 1781 1870 1585 1781 1781 76 1781 675 1013 1781 223 1396 Grp Volume(v), veh/h 116 628 32 42 0 635 88 0 60 27 0 138 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1857 1781 0 1688 1781 0 1619 Q Serve(g_s), s 5.5 24.8 1.0 2.0 0.0 27.6 4.2 0.0 2.2 1.3 0.0 5.8 Cycle Q Clear(g_c), s 5.5 24.8 1.0 2.0 0.0 27.6 4.2 0.0 2.2 1.3 0.0 5.8 Prop In Lane 1.00 1.00 1.00 0.04 1.00 0.60 1.00 0.86
Lane Grp Cap(c), veh/h 185 835 708 105 0 746 152 0 560 89 0 480 V/C Ratio(X) 0.63 0.75 0.05 0.40 0.00 0.85 0.58 0.00 0.11 0.30 0.00 0.29 Avail Cap(c_a), veh/h 331 1379 1169 150 0 1181 271 0 560 150 0 480 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 38.2 20.5 13.9 40.3 0.0 24.2 39.1 0.0 20.6 40.7 0.0 24.0 Incr Delay (d2), s/veh 3.4 1.4 0.0 2.5 0.0 3.6 3.5 0.0 0.4 1.9 0.0 1.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 9.9 0.3 0.9 0.0 11.5 2.0 0.0 0.9 0.6 0.0 2.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 41.6 21.9 13.9 42.8 0.0 27.8 42.6 0.0 20.9 42.6 0.0 25.5 LnGrp LOS D C B DC DC DC
Approach Vol, veh/h 776 677 148 165
Approach Delay, s/veh 24.5 28.7 33.8 28.3
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 6.9 32.0 7.7 42.2 10.1 28.9 11.7 38.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 27.5 5.5 63.5 11.5 21.5 14.5 54.5 Max Q Clear Time (g_c+I1), s 3.3 4.2 4.0 26.8 6.2 7.8 7.5 29.6 Green Ext Time (p_c), s 0.0 0.3 0.0 4.3 0.1 0.5 0.1 4.0 Intersection Summary
HCM 7th Control Delay, s/veh 27.3
HCM 7th LOS C
Appendix F - 15
t
t ., ~ ~
6: Watson Road & US Highway 74
HCM 7th TWSC 03 Existing Plus Prj AM
Trumble Watson.syn
Synchro 12 Report Page 6
Intersection
Int Delay, s/veh 0.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 765 34 43 1357 12 27
Future Vol, veh/h 765 34 43 1357 12 27
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 147 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 860 38 48 1525 13 30
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 898 0 1738 449
Stage 1 - - - - 879 -
Stage 2 - - - - 859 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 752 - 78 557
Stage 1 - - - - 366 -
Stage 2 - - - - 375 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 752 - 73 557
Mov Cap-2 Maneuver - - - - 250 -
Stage 1 - - - - 366 -
Stage 2 - - - - 351 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0.31 14.98

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 404 - - 752 -
HCM Lane V/C Ratio 0.108 - - 0.064 -
HCM Ctrl Dly (s/v) 15 - - 10.1 -
HCM Lane LOS B - - B -
HCM 95th %tile Q(veh) 0.4 - - 0.2 -
Appendix F - 16
1: Trumble Road & Watson Road
HCM 7th TWSC 04 Existing Plus Prj PM
Trumble Watson.syn
Synchro 12 Report Page 1
Intersection
Int Delay, s/veh 4.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 37 26 29 20 0 24 0 26 0 1 0
Future Vol, veh/h 0 37 26 29 20 0 24 0 26 0 1 0
C o n f l i c t i n g P e d s , # / h r 000000000000
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 66 66 66 66 66 66 66 66 66 66 66 66
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 05 63 94 43 0 03 6 03 9 0 2 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 30 0 0 95 0 0 195 194 76 174 214 30 Stage 1 - ----- 7 6 7 6- 1 1 8 1 1 8-
Stage 2 - ----- 1 1 9 1 1 8- 5 6 9 5-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 C r i t i c a l H d w y S t g 1 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- C r i t i c a l H d w y S t g 2 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1582 - - 1498 - - 765 701 985 788 684 1044 Stage 1 - ----- 9 3 3 8 3 2- 8 8 6 7 9 8-
Stage 2 - ----- 8 8 5 7 9 8- 9 5 6 8 1 6-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1582 - - 1498 - - 740 680 985 734 664 1044 Mov Cap-2 Maneuver - ----- 7 4 0 6 8 0- 7 3 4 6 6 4-
Stage 1 - ----- 9 3 3 8 3 2- 8 6 0 7 7 4-
Stage 2 - ----- 8 5 7 7 7 4- 9 1 8 8 1 6-
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 4.42 9.65 10.44

HCM LOS A B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 850 1582 - - 1065 - - 664
HCM Lane V/C Ratio 0.089 - - - 0.029 - - 0.002
HCM Ctrl Dly (s/v) 9.6 0 - - 7.5 0 - 10.4
HCM Lane LOS A A - - A A - B
HCM 95th %tile Q(veh) 0.3 0 - - 0.1 - - 0
Appendix F - 17
2: Trumble Road & Driveway 1
HCM 7th TWSC 04 Existing Plus Prj PM
Trumble Watson.syn
Synchro 12 Report Page 2
Intersection
Int Delay, s/veh 1.5
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 13 6 44 8 2 54
Future Vol, veh/h 13 6 44 8 2 54
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 - - - 0 -
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 14 6 46 8 2 57
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 112 51 0 0 55 0
Stage 1 51 -----
Stage 2 61 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
C r i t i c a l H d w y S t g 1 5 . 4 2-----
C r i t i c a l H d w y S t g 2 5 . 4 2-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 885 1018 - - 1550 -
Stage 1 972 -----
Stage 2 962 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 884 1018 - - 1550 -
Mov Cap-2 Maneuver 844 -----
Stage 1 972 -----
Stage 2 960 -----
Approach WB NB SB
HCM Ctrl Dly, s/v 9.13 0 0.26

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 892 1550 -
HCM Lane V/C Ratio - - 0.022 0.001 -
HCM Ctrl Dly (s/v) - - 9.1 7.3 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0.1 0 -
Appendix F - 18
3: Trumble Road & Driveway 2
HCM 7th TWSC 04 Existing Plus Prj PM
Trumble Watson.syn
Synchro 12 Report Page 3
Intersection
Int Delay, s/veh 2.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l , v e h / h 005 3 0044 5 2 1 31 6 60 F u t u r e V o l , v e h / h 005 3 0044 5 2 1 31 6 60 C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 005 3 2044 5 5 1 41 6 90
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 135 148 69 142 142 62 69 0 0 68 0 0 Stage 1 72 72 - 70 70 -------
Stage 2 63 77 - 72 72 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 837 743 993 828 750 1003 1531 - - 1533 - - Stage 1 938 835 - 940 837 -------
Stage 2 948 831 - 938 835 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 830 741 993 821 747 1003 1531 - - 1533 - - Mov Cap-2 Maneuver 857 760 - 850 763 -------
Stage 1 937 835 - 937 834 -------
Stage 2 941 829 - 933 835 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 8.64 9.34 0.43 0.11

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1531 - - 993 865 1533 - -
HCM Lane V/C Ratio 0.003 - - 0.005 0.041 0.001 - -
HCM Ctrl Dly (s/v) 7.4 - - 8.6 9.3 7.4 - -
HCM Lane LOS A - - A A A - -
HCM 95th %tile Q(veh) 0 - - 0 0.1 0 - -
Appendix F - 19
4: Trumble Road & Illinois Avenue
HCM 7th TWSC 04 Existing Plus Prj PM
Trumble Watson.syn
Synchro 12 Report Page 4
Intersection
Int Delay, s/veh 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 0 72 1 0 0 38 53 0 0 87 13
Future Vol, veh/h 11 0 72 1 0 0 38 53 0 0 87 13
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 98 ----- 9 9-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 71 71 71 71 71 71 71 71 71 71 71 71
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 15 0 101 1 0 0 54 75 0 0 123 18
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 313 313 132 304 323 75 141 0 0 75 0 0 Stage 1 132 132 - 182 182 -------
Stage 2 182 182 - 123 141 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 639 602 918 648 595 987 1442 - - 1525 - - Stage 1 872 787 - 820 749 -------
Stage 2 820 749 - 882 780 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 615 580 918 555 573 987 1442 - - 1525 - - Mov Cap-2 Maneuver 714 655 - 653 639 -------
Stage 1 872 787 - 790 721 -------
Stage 2 790 721 - 784 780 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.51 10.52 3.17 0

HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1442 - - 714 918 653 1525 - -
HCM Lane V/C Ratio 0.037 - - 0.022 0.111 0.002 - - -
HCM Ctrl Dly (s/v) 7.6 - - 10.2 9.4 10.5 0 - -
HCM Lane LOS A - - BABA - -
HCM 95th %tile Q(veh) 0.1 - - 0.1 0.4 0 0 - -
Appendix F - 20
~ l+ ~ l+
5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 04 Existing Plus Prj PM Trumble Watson.syn
Synchro 12 Report Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 81 705 29 25 388 13 75 7 44 24 14 135 Future Volume (veh/h) 81 705 29 25 388 13 75 7 44 24 14 135 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width 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 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 89 775 32 27 426 14 82 8 48 26 15 148 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 154 898 761 90 800 26 145 70 423 89 40 398
Arrive On Green 0.09 0.48 0.48 0.05 0.44 0.44 0.08 0.30 0.30 0.05 0.27 0.27 Sat Flow, veh/h 1781 1870 1585 1781 1801 59 1781 231 1389 1781 148 1460 Grp Volume(v), veh/h 89 775 32 27 0 440 82 0 56 26 0 163 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1860 1781 0 1620 1781 0 1608 Q Serve(g_s), s 4.2 32.0 0.9 1.3 0.0 15.0 3.9 0.0 2.2 1.2 0.0 7.1 Cycle Q Clear(g_c), s 4.2 32.0 0.9 1.3 0.0 15.0 3.9 0.0 2.2 1.2 0.0 7.1 Prop In Lane 1.00 1.00 1.00 0.03 1.00 0.86 1.00 0.91
Lane Grp Cap(c), veh/h 154 898 761 90 0 827 145 0 493 89 0 438 V/C Ratio(X) 0.58 0.86 0.04 0.30 0.00 0.53 0.56 0.00 0.11 0.29 0.00 0.37 Avail Cap(c_a), veh/h 256 1472 1247 153 0 1357 256 0 493 153 0 438 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 38.2 20.1 12.0 39.8 0.0 17.6 38.5 0.0 21.8 39.9 0.0 25.6 Incr Delay (d2), s/veh 3.4 3.1 0.0 1.8 0.0 0.5 3.4 0.0 0.5 1.8 0.0 2.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 12.7 0.3 0.6 0.0 5.8 1.8 0.0 0.9 0.6 0.0 2.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 41.6 23.2 12.0 41.7 0.0 18.1 41.9 0.0 22.3 41.7 0.0 28.0 LnGrp LOS D C B D B D C D C
Approach Vol, veh/h 896 467 138 189
Approach Delay, s/veh 24.6 19.5 33.9 29.9
Approach LOS C B C C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 6.8 29.0 6.9 44.3 9.6 26.2 10.0 41.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 24.5 5.5 66.5 10.5 19.5 10.5 61.5 Max Q Clear Time (g_c+I1), s 3.2 4.2 3.3 34.0 5.9 9.1 6.2 17.0 Green Ext Time (p_c), s 0.0 0.2 0.0 5.8 0.1 0.5 0.1 2.7 Intersection Summary
HCM 7th Control Delay, s/veh 24.5
HCM 7th LOS C
Appendix F - 21
t
t ., ~ ~
6: Watson Road & US Highway 74
HCM 7th TWSC 04 Existing Plus Prj PM
Trumble Watson.syn
Synchro 12 Report Page 6
Intersection
Int Delay, s/veh 0.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1172 11 22 939 24 27
Future Vol, veh/h 1172 11 22 939 24 27
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 147 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1234 12 23 988 25 28
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1245 0 1780 623
Stage 1 - - - - 1239 -
Stage 2 - - - - 541 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 555 - 73 429
Stage 1 - - - - 236 -
Stage 2 - - - - 548 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 555 - 70 429
Mov Cap-2 Maneuver - - - - 210 -
Stage 1 - - - - 236 -
Stage 2 - - - - 525 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0.27 20.34

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 288 - - 555 -
HCM Lane V/C Ratio 0.186 - - 0.042 -
HCM Ctrl Dly (s/v) 20.3 - - 11.8 -
HCM Lane LOS C - - B -
HCM 95th %tile Q(veh) 0.7 - - 0.1 -
Appendix F - 22
1: Trumble Road & Watson Road
HCM 7th TWSC 05 OY Without Prj AM
Trumble Watson.syn
Synchro 12 Report Page 1
Intersection
Int Delay, s/veh 4.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 25 50 27 46 1 56 0 22 0 0 0
Future Vol, veh/h 0 25 50 27 46 1 56 0 22 0 0 0
C o n f l i c t i n g P e d s , # / h r 000000000000
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 98 98 98 98 98 98 98 98 98 98 98 98
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 02 65 12 84 7 15 7 02 2 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 48 0 0 77 0 0 153 154 51 128 179 47 Stage 1 - ----- 5 1 5 1- 1 0 3 1 0 3-
Stage 2 - ----- 1 0 2 1 0 3- 2 6 7 7-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 C r i t i c a l H d w y S t g 1 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- C r i t i c a l H d w y S t g 2 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1559 - - 1522 - - 814 738 1017 845 715 1022 Stage 1 - ----- 9 6 2 8 5 2- 9 0 3 8 1 0-
Stage 2 - ----- 9 0 4 8 1 0- 9 9 2 8 3 1-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1559 - - 1522 - - 799 724 1017 811 701 1022 Mov Cap-2 Maneuver - ----- 7 9 9 7 2 4- 8 1 1 7 0 1-
Stage 1 - ----- 9 6 2 8 5 2- 8 8 7 7 9 5-
Stage 2 - ----- 8 8 7 7 9 5- 9 7 0 8 3 1-
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 2.7 9.67 0

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 850 1559 - - 654 - - -
HCM Lane V/C Ratio 0.094 - - - 0.018 - - -
HCM Ctrl Dly (s/v) 9.7 0 - - 7.4 0 - 0
HCM Lane LOS A A - - A A - A
HCM 95th %tile Q(veh) 0.3 0 - - 0.1 - - -
Appendix F - 23
3: Trumble Road & Driveway 2
HCM 7th TWSC 05 OY Without Prj AM
Trumble Watson.syn
Synchro 12 Report Page 3
Intersection
Int Delay, s/veh 1.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 0 9 0 0 0 0 66 0 0 77 0
F u t u r e V o l , v e h / h 1 1090000 6 600 7 70
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 1 2090000 6 900 8 10
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 151 151 81 151 151 69 81 0 0 69 0 0 Stage 1 81 81 - 69 69 -------
Stage 2 69 69 - 81 81 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 817 741 979 817 741 993 1517 - - 1531 - - Stage 1 927 828 - 941 837 -------
Stage 2 941 837 - 927 828 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 817 741 979 809 741 993 1517 - - 1531 - - Mov Cap-2 Maneuver 849 761 - 843 761 -------
Stage 1 927 828 - 941 837 -------
Stage 2 941 837 - 918 828 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.08 0 0 0

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1517 - - 903 - 1531 - -
HCM Lane V/C Ratio - - - 0.023 ----
HCM Ctrl Dly (s/v) 0 - - 9.1 0 0 - -
HCM Lane LOS A - - A A A - -
HCM 95th %tile Q(veh) 0 - - 0.1 - 0 - -
Appendix F - 24
4: Trumble Road & Illinois Avenue
HCM 7th TWSC 05 OY Without Prj AM
Trumble Watson.syn
Synchro 12 Report Page 4
Intersection
Int Delay, s/veh 3.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 9 0 50 0 0 0 59 57 0 0 73 13
Future Vol, veh/h 9 0 50 0 0 0 59 57 0 0 73 13
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 98 ----- 9 9-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 10 0 53 0 0 0 63 61 0 0 78 14
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 271 271 85 264 278 61 91 0 0 61 0 0 Stage 1 85 85 - 186 186 -------
Stage 2 186 186 - 78 91 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 682 636 974 689 630 1005 1503 - - 1543 - - Stage 1 923 825 - 816 746 -------
Stage 2 816 746 - 931 819 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 653 609 974 624 604 1005 1503 - - 1543 - - Mov Cap-2 Maneuver 726 664 - 702 654 -------
Stage 1 923 825 - 782 715 -------
Stage 2 782 715 - 880 819 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.08 0 3.81 0

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1503 - - 726 974 - 1543 - -
HCM Lane V/C Ratio 0.042 - - 0.013 0.055 ----
HCM Ctrl Dly (s/v) 7.5 - - 10 8.9 0 0 - -
HCM Lane LOS A - - BAAA - -
HCM 95th %tile Q(veh) 0.1 - - 0 0.2 - 0 - -
Appendix F - 25
~ l+ ~ l+
5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 05 OY Without Prj AM Trumble Watson.syn
Synchro 12 Report Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 78 570 29 38 552 20 79 15 33 24 15 93 Future Volume (veh/h) 78 570 29 38 552 20 79 15 33 24 15 93 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width 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 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 89 648 33 43 627 23 90 17 38 27 17 106 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 154 818 693 107 736 27 155 174 388 90 67 420 Arrive On Green 0.09 0.44 0.44 0.06 0.41 0.41 0.09 0.34 0.34 0.05 0.30 0.30 Sat Flow, veh/h 1781 1870 1585 1781 1793 66 1781 514 1149 1781 224 1395 Grp Volume(v), veh/h 89 648 33 43 0 650 90 0 55 27 0 123 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1859 1781 0 1663 1781 0 1619 Q Serve(g_s), s 4.2 26.1 1.0 2.0 0.0 27.7 4.2 0.0 2.0 1.3 0.0 5.0 Cycle Q Clear(g_c), s 4.2 26.1 1.0 2.0 0.0 27.7 4.2 0.0 2.0 1.3 0.0 5.0 Prop In Lane 1.00 1.00 1.00 0.04 1.00 0.69 1.00 0.86
Lane Grp Cap(c), veh/h 154 818 693 107 0 763 155 0 562 90 0 488 V/C Ratio(X) 0.58 0.79 0.05 0.40 0.00 0.85 0.58 0.00 0.10 0.30 0.00 0.25 Avail Cap(c_a), veh/h 337 1403 1189 153 0 1203 275 0 562 153 0 488 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 38.3 21.2 14.1 39.5 0.0 23.3 38.3 0.0 19.8 40.0 0.0 23.1 Incr Delay (d2), s/veh 3.4 1.8 0.0 2.4 0.0 3.6 3.4 0.0 0.3 1.9 0.0 1.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 10.4 0.3 0.9 0.0 11.5 2.0 0.0 0.8 0.6 0.0 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 41.7 22.9 14.1 42.0 0.0 26.9 41.7 0.0 20.1 41.8 0.0 24.3 LnGrp LOS D C B DC DC DC
Approach Vol, veh/h 770 693 145 150
Approach Delay, s/veh 24.7 27.9 33.5 27.5
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 6.9 32.0 7.7 40.7 10.1 28.8 10.1 38.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 27.5 5.5 63.5 11.5 21.5 14.5 54.5 Max Q Clear Time (g_c+I1), s 3.3 4.0 4.0 28.1 6.2 7.0 6.2 29.7 Green Ext Time (p_c), s 0.0 0.2 0.0 4.5 0.1 0.5 0.1 4.2 Intersection Summary
HCM 7th Control Delay, s/veh 26.9
HCM 7th LOS C
Appendix F - 26
t
t ., ~ ~
6: Watson Road & US Highway 74
HCM 7th TWSC 05 OY Without Prj AM
Trumble Watson.syn
Synchro 12 Report Page 6
Intersection
Int Delay, s/veh 0.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 788 25 44 1398 9 28
Future Vol, veh/h 788 25 44 1398 9 28
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 147 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 885 28 49 1571 10 31
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 913 0 1784 457
Stage 1 - - - - 899 -
Stage 2 - - - - 884 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 742 - 73 551
Stage 1 - - - - 357 -
Stage 2 - - - - 364 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 742 - 68 551
Mov Cap-2 Maneuver - - - - 242 -
Stage 1 - - - - 357 -
Stage 2 - - - - 340 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0.31 14.5

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 420 - - 742 -
HCM Lane V/C Ratio 0.099 - - 0.067 -
HCM Ctrl Dly (s/v) 14.5 - - 10.2 -
HCM Lane LOS B - - B -
HCM 95th %tile Q(veh) 0.3 - - 0.2 -
Appendix F - 27
1: Trumble Road & Watson Road
HCM 7th TWSC 06 OY Without Prj PM
Trumble Watson.syn
Synchro 12 Report Page 1
Intersection
Int Delay, s/veh 3.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 38 27 27 21 0 25 0 16 0 1 0
Future Vol, veh/h 0 38 27 27 21 0 25 0 16 0 1 0
C o n f l i c t i n g P e d s , # / h r 000000000000
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 66 66 66 66 66 66 66 66 66 66 66 66
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 05 84 14 13 2 03 8 02 4 0 2 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 32 0 0 98 0 0 192 192 78 171 212 32 Stage 1 - ----- 7 8 7 8- 1 1 4 1 1 4-
Stage 2 - ----- 1 1 4 1 1 4- 5 8 9 8-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 C r i t i c a l H d w y S t g 1 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- C r i t i c a l H d w y S t g 2 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1580 - - 1495 - - 767 703 983 792 685 1042 Stage 1 - ----- 9 3 1 8 3 0- 8 9 1 8 0 1-
Stage 2 - ----- 8 9 0 8 0 1- 9 5 4 8 1 4-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1580 - - 1495 - - 744 684 983 751 666 1042 Mov Cap-2 Maneuver - ----- 7 4 4 6 8 4- 7 5 1 6 6 6-
Stage 1 - ----- 9 3 1 8 3 0- 8 6 6 7 7 9-
Stage 2 - ----- 8 6 4 7 7 9- 9 3 1 8 1 4-
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 4.21 9.74 10.42

HCM LOS A B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 822 1580 - - 1013 - - 666
HCM Lane V/C Ratio 0.076 - - - 0.027 - - 0.002
HCM Ctrl Dly (s/v) 9.7 0 - - 7.5 0 - 10.4
HCM Lane LOS A A - - A A - B
HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0
Appendix F - 28
3: Trumble Road & Driveway 2
HCM 7th TWSC 06 OY Without Prj PM
Trumble Watson.syn
Synchro 12 Report Page 3
Intersection
Int Delay, s/veh 0.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l , v e h / h 0050004 4 500 5 50
F u t u r e V o l , v e h / h 0050004 4 500 5 50
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 0050004 4 700 5 80
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 114 114 58 114 114 47 58 0 0 47 0 0 Stage 1 58 58 - 56 56 -------
Stage 2 56 56 - 58 58 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 863 776 1008 863 776 1022 1546 - - 1560 - - Stage 1 954 847 - 956 848 -------
Stage 2 956 848 - 954 847 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 861 774 1008 857 774 1022 1546 - - 1560 - - Mov Cap-2 Maneuver 876 781 - 871 779 -------
Stage 1 954 847 - 954 846 -------
Stage 2 954 846 - 949 847 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 8.59 0 0.6 0

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1546 - - 1008 - 1560 - -
HCM Lane V/C Ratio 0.003 - - 0.005 ----
HCM Ctrl Dly (s/v) 7.3 - - 8.6 0 0 - -
HCM Lane LOS A - - A A A - -
HCM 95th %tile Q(veh) 0 - - 0 - 0 - -
Appendix F - 29
4: Trumble Road & Illinois Avenue
HCM 7th TWSC 06 OY Without Prj PM
Trumble Watson.syn
Synchro 12 Report Page 4
Intersection
Int Delay, s/veh 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 0 74 1 0 0 39 34 0 0 46 13
Future Vol, veh/h 11 0 74 1 0 0 39 34 0 0 46 13
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 98 ----- 9 9-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 71 71 71 71 71 71 71 71 71 71 71 71
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 15 0 104 1 0 0 55 48 0 0 65 18
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 232 232 74 223 241 48 83 0 0 48 0 0 Stage 1 74 74 - 158 158 -------
Stage 2 158 158 - 65 83 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 723 668 988 733 661 1021 1514 - - 1559 - - Stage 1 935 833 - 844 767 -------
Stage 2 844 767 - 946 826 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 697 644 988 632 637 1021 1514 - - 1559 - - Mov Cap-2 Maneuver 757 689 - 707 677 -------
Stage 1 935 833 - 814 739 -------
Stage 2 814 739 - 846 826 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.18 10.1 3.99 0

HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1514 - - 757 988 707 1559 - -
HCM Lane V/C Ratio 0.036 - - 0.02 0.106 0.002 - - -
HCM Ctrl Dly (s/v) 7.5 - - 9.9 9.1 10.1 0 - -
HCM Lane LOS A - - AABA - -
HCM 95th %tile Q(veh) 0.1 - - 0.1 0.4 0 0 - -
Appendix F - 30
~ l+ ~ l+
5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 06 OY Without Prj PM Trumble Watson.syn
Synchro 12 Report Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 65 726 30 26 400 12 77 5 45 21 8 106 Future Volume (veh/h) 65 726 30 26 400 12 77 5 45 21 8 106 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width 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 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 71 798 33 29 440 13 85 5 49 23 9 116 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 131 919 779 91 848 25 148 44 435 83 30 389
Arrive On Green 0.07 0.49 0.49 0.05 0.47 0.47 0.08 0.30 0.30 0.05 0.26 0.26 Sat Flow, veh/h 1781 1870 1585 1781 1807 53 1781 149 1459 1781 115 1487 Grp Volume(v), veh/h 71 798 33 29 0 453 85 0 54 23 0 125 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1861 1781 0 1608 1781 0 1603 Q Serve(g_s), s 3.4 33.7 1.0 1.4 0.0 15.2 4.1 0.0 2.2 1.1 0.0 5.6 Cycle Q Clear(g_c), s 3.4 33.7 1.0 1.4 0.0 15.2 4.1 0.0 2.2 1.1 0.0 5.6 Prop In Lane 1.00 1.00 1.00 0.03 1.00 0.91 1.00 0.93
Lane Grp Cap(c), veh/h 131 919 779 91 0 873 148 0 479 83 0 420 V/C Ratio(X) 0.54 0.87 0.04 0.32 0.00 0.52 0.57 0.00 0.11 0.28 0.00 0.30 Avail Cap(c_a), veh/h 250 1441 1221 150 0 1329 250 0 479 150 0 420 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 39.8 20.1 11.7 40.7 0.0 16.6 39.2 0.0 22.7 40.9 0.0 26.3 Incr Delay (d2), s/veh 3.5 3.7 0.0 2.0 0.0 0.5 3.5 0.0 0.5 1.8 0.0 1.8 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 13.5 0.3 0.6 0.0 5.8 1.9 0.0 0.9 0.5 0.0 2.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 43.2 23.7 11.8 42.6 0.0 17.0 42.7 0.0 23.1 42.7 0.0 28.1 LnGrp LOS D C B D B D C D C
Approach Vol, veh/h 902 482 139 148
Approach Delay, s/veh 24.8 18.6 35.1 30.3
Approach LOS C B D C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 6.7 29.0 7.1 46.2 9.9 25.8 9.0 44.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 24.5 5.5 66.5 10.5 19.5 10.5 61.5 Max Q Clear Time (g_c+I1), s 3.1 4.2 3.4 35.7 6.1 7.6 5.4 17.2 Green Ext Time (p_c), s 0.0 0.2 0.0 6.0 0.1 0.4 0.0 2.8 Intersection Summary
HCM 7th Control Delay, s/veh 24.4
HCM 7th LOS C
Appendix F - 31
t
t ., ~ ~
6: Watson Road & US Highway 74
HCM 7th TWSC 06 OY Without Prj PM
Trumble Watson.syn
Synchro 12 Report Page 6
Intersection
Int Delay, s/veh 0.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1207 8 23 967 14 28
Future Vol, veh/h 1207 8 23 967 14 28
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 147 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1271 8 24 1018 15 29
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1279 0 1832 639
Stage 1 - - - - 1275 -
Stage 2 - - - - 557 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 539 - 68 418
Stage 1 - - - - 226 -
Stage 2 - - - - 537 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 539 - 65 418
Mov Cap-2 Maneuver - - - - 201 -
Stage 1 - - - - 226 -
Stage 2 - - - - 513 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0.28 18.65

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 308 - - 539 -
HCM Lane V/C Ratio 0.144 - - 0.045 -
HCM Ctrl Dly (s/v) 18.6 - - 12 -
HCM Lane LOS C - - B -
HCM 95th %tile Q(veh) 0.5 - - 0.1 -
Appendix F - 32
1: Trumble Road & Watson Road
HCM 7th TWSC 07 OY With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 1
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 0 25 50 37 46 1 56 0 25 0 0 0
Future Vol, veh/h 0 25 50 37 46 1 56 0 25 0 0 0
C o n f l i c t i n g P e d s , # / h r 000000000000
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 98 98 98 98 98 98 98 98 98 98 98 98
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 02 65 13 84 7 15 7 02 6 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 48 0 0 77 0 0 173 174 51 148 199 47 Stage 1 - ----- 5 1 5 1- 1 2 3 1 2 3-
Stage 2 - ----- 1 2 2 1 2 3- 2 6 7 7-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 C r i t i c a l H d w y S t g 1 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- C r i t i c a l H d w y S t g 2 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1559 - - 1522 - - 789 719 1017 820 696 1022 Stage 1 - ----- 9 6 2 8 5 2- 8 8 1 7 9 4-
Stage 2 - ----- 8 8 2 7 9 4- 9 9 2 8 3 1-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1559 - - 1522 - - 769 701 1017 779 679 1022 Mov Cap-2 Maneuver - ----- 7 6 9 7 0 1- 7 7 9 6 7 9-
Stage 1 - ----- 9 6 2 8 5 2- 8 5 9 7 7 4-
Stage 2 - ----- 8 5 9 7 7 3- 9 6 7 8 3 1-
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 3.27 9.8 0

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 832 1559 - - 789 - - -
HCM Lane V/C Ratio 0.099 - - - 0.025 - - -
HCM Ctrl Dly (s/v) 9.8 0 - - 7.4 0 - 0
HCM Lane LOS A A - - A A - A
HCM 95th %tile Q(veh) 0.3 0 - - 0.1 - - -
Appendix F - 33
2: Trumble Road & Driveway 1
HCM 7th TWSC 07 OY With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 2
Intersection
Int Delay, s/veh 0.7
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 7 2 78 9 6 81
Future Vol, veh/h 7 2 78 9 6 81
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 - - - 0 -
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
M v m t F l o w 72 8 296 8 5
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 185 87 0 0 92 0
Stage 1 87 -----
Stage 2 98 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
C r i t i c a l H d w y S t g 1 5 . 4 2-----
C r i t i c a l H d w y S t g 2 5 . 4 2-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 805 972 - - 1503 -
Stage 1 937 -----
Stage 2 926 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 801 972 - - 1503 -
Mov Cap-2 Maneuver 790 -----
Stage 1 937 -----
Stage 2 922 -----
Approach WB NB SB
HCM Ctrl Dly, s/v 9.42 0 0.51

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 824 1503 -
HCM Lane V/C Ratio - - 0.011 0.004 -
HCM Ctrl Dly (s/v) - - 9.4 7.4 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0 0 -
Appendix F - 34
3: Trumble Road & Driveway 2
HCM 7th TWSC 07 OY With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 3
Intersection
Int Delay, s/veh 1.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l , v e h / h 1 109 1 1010 7 5 2 64 8 40 F u t u r e V o l , v e h / h 1 109 1 1010 7 5 2 64 8 40 C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 1 209 1 2010 7 9 2 74 8 80
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 176 203 88 189 189 93 88 0 0 106 0 0 Stage 1 97 97 - 93 93 -------
Stage 2 79 106 - 97 97 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 787 693 970 771 705 965 1507 - - 1485 - - Stage 1 910 815 - 914 818 -------
Stage 2 930 807 - 910 815 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 784 691 970 761 703 965 1507 - - 1485 - - Mov Cap-2 Maneuver 827 730 - 814 738 -------
Stage 1 907 813 - 914 818 -------
Stage 2 929 807 - 898 813 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.16 9.43 0 0.34

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1507 - - 886 825 1485 - -
HCM Lane V/C Ratio - - - 0.024 0.015 0.003 - -
HCM Ctrl Dly (s/v) 0 - - 9.2 9.4 7.4 - -
HCM Lane LOS A - - A A A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0 0 - -
Appendix F - 35
4: Trumble Road & Illinois Avenue
HCM 7th TWSC 07 OY With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 4
Intersection
Int Delay, s/veh 3.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 9 0 50 0 0 0 59 92 0 0 91 13
Future Vol, veh/h 9 0 50 0 0 0 59 92 0 0 91 13
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 98 ----- 9 9-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 10 0 53 0 0 0 63 98 0 0 97 14
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 327 327 104 320 334 98 111 0 0 98 0 0 Stage 1 104 104 - 223 223 -------
Stage 2 223 223 - 97 111 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 626 591 951 633 586 958 1479 - - 1495 - - Stage 1 902 809 - 779 719 -------
Stage 2 779 719 - 910 804 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 599 566 951 572 561 958 1479 - - 1495 - - Mov Cap-2 Maneuver 689 637 - 666 626 -------
Stage 1 902 809 - 746 688 -------
Stage 2 746 688 - 859 804 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.21 0 2.95 0

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1479 - - 689 951 - 1495 - -
HCM Lane V/C Ratio 0.042 - - 0.014 0.056 ----
H C M C t r l D l y ( s / v ) 7 . 5 - - 1 0 . 3900 - - HCM Lane LOS A - - BAAA - -
HCM 95th %tile Q(veh) 0.1 - - 0 0.2 - 0 - -
Appendix F - 36
~ l+ ~ l+
5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 07 OY With Prj AM Trumble Watson.syn
Synchro 12 Report Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 104 570 29 38 552 24 79 21 33 25 17 108 Future Volume (veh/h) 104 570 29 38 552 24 79 21 33 25 17 108 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width 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 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 118 648 33 43 627 27 90 24 38 28 19 123 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 186 854 724 104 730 31 153 212 335 89 63 405 Arrive On Green 0.10 0.46 0.46 0.06 0.41 0.41 0.09 0.32 0.32 0.05 0.29 0.29 Sat Flow, veh/h 1781 1870 1585 1781 1780 77 1781 652 1032 1781 217 1402 Grp Volume(v), veh/h 118 648 33 43 0 654 90 0 62 28 0 142 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1857 1781 0 1685 1781 0 1618 Q Serve(g_s), s 5.8 26.2 1.0 2.1 0.0 29.1 4.4 0.0 2.3 1.4 0.0 6.2 Cycle Q Clear(g_c), s 5.8 26.2 1.0 2.1 0.0 29.1 4.4 0.0 2.3 1.4 0.0 6.2 Prop In Lane 1.00 1.00 1.00 0.04 1.00 0.61 1.00 0.87
Lane Grp Cap(c), veh/h 186 854 724 104 0 762 153 0 547 89 0 467 V/C Ratio(X) 0.63 0.76 0.05 0.41 0.00 0.86 0.59 0.00 0.11 0.31 0.00 0.30 Avail Cap(c_a), veh/h 324 1349 1144 147 0 1155 265 0 547 147 0 467 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 39.0 20.5 13.7 41.2 0.0 24.4 39.9 0.0 21.5 41.6 0.0 25.2 Incr Delay (d2), s/veh 3.5 1.4 0.0 2.6 0.0 4.3 3.5 0.0 0.4 2.0 0.0 1.7 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 10.4 0.3 1.0 0.0 12.3 2.1 0.0 1.0 0.6 0.0 2.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 42.5 21.9 13.7 43.8 0.0 28.6 43.5 0.0 21.9 43.6 0.0 26.8 LnGrp LOS D C B DC DC DC
Approach Vol, veh/h 799 697 152 170
Approach Delay, s/veh 24.6 29.6 34.7 29.6
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 7.0 32.0 7.8 43.9 10.3 28.7 12.0 39.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 27.5 5.5 63.5 11.5 21.5 14.5 54.5 Max Q Clear Time (g_c+I1), s 3.4 4.3 4.1 28.2 6.4 8.2 7.8 31.1 Green Ext Time (p_c), s 0.0 0.3 0.0 4.5 0.1 0.5 0.1 4.1 Intersection Summary
HCM 7th Control Delay, s/veh 27.8
HCM 7th LOS C
Appendix F - 37
t
t ., ~ ~
6: Watson Road & US Highway 74
HCM 7th TWSC 07 OY With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 6
Intersection
Int Delay, s/veh 0.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 788 35 44 1398 12 28
Future Vol, veh/h 788 35 44 1398 12 28
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 147 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 885 39 49 1571 13 31
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 925 0 1789 462
Stage 1 - - - - 905 -
Stage 2 - - - - 884 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 735 - 72 546
Stage 1 - - - - 355 -
Stage 2 - - - - 364 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 735 - 67 546
Mov Cap-2 Maneuver - - - - 241 -
Stage 1 - - - - 355 -
Stage 2 - - - - 339 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0.31 15.26

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 396 - - 735 -
HCM Lane V/C Ratio 0.114 - - 0.067 -
HCM Ctrl Dly (s/v) 15.3 - - 10.3 -
HCM Lane LOS C - - B -
HCM 95th %tile Q(veh) 0.4 - - 0.2 -
Appendix F - 38
1: Trumble Road & Watson Road
HCM 7th TWSC 08 OY With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 1
Intersection
Int Delay, s/veh 4.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 38 27 30 21 0 25 0 26 0 1 0
Future Vol, veh/h 0 38 27 30 21 0 25 0 26 0 1 0
C o n f l i c t i n g P e d s , # / h r 000000000000
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 66 66 66 66 66 66 66 66 66 66 66 66
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 05 84 14 53 2 03 8 03 9 0 2 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 32 0 0 98 0 0 202 201 78 180 221 32 Stage 1 - ----- 7 8 7 8- 1 2 3 1 2 3-
Stage 2 - ----- 1 2 3 1 2 3- 5 8 9 8-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 C r i t i c a l H d w y S t g 1 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- C r i t i c a l H d w y S t g 2 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1580 - - 1495 - - 757 695 983 781 677 1042 Stage 1 - ----- 9 3 1 8 3 0- 8 8 1 7 9 4-
Stage 2 - ----- 8 8 1 7 9 4- 9 5 4 8 1 4-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1580 - - 1495 - - 732 674 983 727 656 1042 Mov Cap-2 Maneuver - ----- 7 3 2 6 7 4- 7 2 7 6 5 6-
Stage 1 - ----- 9 3 1 8 3 0- 8 5 4 7 7 0-
Stage 2 - ----- 8 5 2 7 7 0- 9 1 6 8 1 4-
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 4.4 9.71 10.5

HCM LOS A B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 841 1580 - - 1059 - - 656
HCM Lane V/C Ratio 0.092 - - - 0.03 - - 0.002
HCM Ctrl Dly (s/v) 9.7 0 - - 7.5 0 - 10.5
HCM Lane LOS A A - - A A - B
HCM 95th %tile Q(veh) 0.3 0 - - 0.1 - - 0
Appendix F - 39
2: Trumble Road & Driveway 1
HCM 7th TWSC 08 OY With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 2
Intersection
Int Delay, s/veh 1.4
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 13 6 45 8 2 56
Future Vol, veh/h 13 6 45 8 2 56
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 - - - 0 -
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 14 6 47 8 2 59
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 115 52 0 0 56 0
Stage 1 52 -----
Stage 2 63 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
C r i t i c a l H d w y S t g 1 5 . 4 2-----
C r i t i c a l H d w y S t g 2 5 . 4 2-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 882 1016 - - 1549 -
Stage 1 971 -----
Stage 2 959 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 880 1016 - - 1549 -
Mov Cap-2 Maneuver 842 -----
Stage 1 971 -----
Stage 2 958 -----
Approach WB NB SB
HCM Ctrl Dly, s/v 9.14 0 0.25

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 890 1549 -
HCM Lane V/C Ratio - - 0.022 0.001 -
HCM Ctrl Dly (s/v) - - 9.1 7.3 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0.1 0 -
Appendix F - 40
3: Trumble Road & Driveway 2
HCM 7th TWSC 08 OY With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 3
Intersection
Int Delay, s/veh 2.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l , v e h / h 005 3 0044 5 3 1 31 6 80 F u t u r e V o l , v e h / h 005 3 0044 5 3 1 31 6 80 C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 005 3 2044 5 6 1 41 7 20
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 138 152 72 145 145 63 72 0 0 69 0 0 Stage 1 74 74 - 71 71 -------
Stage 2 64 78 - 74 74 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 833 740 991 824 747 1002 1529 - - 1531 - - Stage 1 936 834 - 939 836 -------
Stage 2 947 830 - 936 834 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 826 738 991 817 744 1002 1529 - - 1531 - - Mov Cap-2 Maneuver 854 758 - 847 761 -------
Stage 1 935 833 - 936 833 -------
Stage 2 940 828 - 930 833 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 8.65 9.35 0.42 0.11

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1529 - - 991 863 1531 - -
HCM Lane V/C Ratio 0.003 - - 0.005 0.041 0.001 - -
HCM Ctrl Dly (s/v) 7.4 - - 8.7 9.4 7.4 - -
HCM Lane LOS A - - A A A - -
HCM 95th %tile Q(veh) 0 - - 0 0.1 0 - -
Appendix F - 41
4: Trumble Road & Illinois Avenue
HCM 7th TWSC 08 OY With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 4
Intersection
Int Delay, s/veh 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 0 74 1 0 0 39 54 0 0 88 13
Future Vol, veh/h 11 0 74 1 0 0 39 54 0 0 88 13
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 98 ----- 9 9-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 71 71 71 71 71 71 71 71 71 71 71 71
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 15 0 104 1 0 0 55 76 0 0 124 18
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 319 319 133 310 328 76 142 0 0 76 0 0 Stage 1 133 133 - 186 186 -------
Stage 2 186 186 - 124 142 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 634 598 916 643 591 985 1441 - - 1523 - - Stage 1 870 786 - 816 746 -------
Stage 2 816 746 - 880 779 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 610 575 916 548 568 985 1441 - - 1523 - - Mov Cap-2 Maneuver 709 652 - 647 636 -------
Stage 1 870 786 - 785 718 -------
Stage 2 785 718 - 780 779 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.53 10.57 3.19 0

HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1441 - - 709 916 647 1523 - -
HCM Lane V/C Ratio 0.038 - - 0.022 0.114 0.002 - - -
HCM Ctrl Dly (s/v) 7.6 - - 10.2 9.4 10.6 0 - -
HCM Lane LOS A - - BABA - -
HCM 95th %tile Q(veh) 0.1 - - 0.1 0.4 0 0 - -
Appendix F - 42
~ l+ ~ l+
5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 08 OY With Prj PM Trumble Watson.syn
Synchro 12 Report Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 83 726 30 26 400 13 77 7 45 25 14 138 Future Volume (veh/h) 83 726 30 26 400 13 77 7 45 25 14 138 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width 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 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 91 798 33 29 440 14 85 8 49 27 15 152 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 155 918 778 91 820 26 148 67 413 89 38 385
Arrive On Green 0.09 0.49 0.49 0.05 0.45 0.45 0.08 0.30 0.30 0.05 0.26 0.26 Sat Flow, veh/h 1781 1870 1585 1781 1803 57 1781 227 1392 1781 144 1463 Grp Volume(v), veh/h 91 798 33 29 0 454 85 0 57 27 0 167 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1860 1781 0 1620 1781 0 1607 Q Serve(g_s), s 4.4 33.9 1.0 1.4 0.0 15.7 4.1 0.0 2.3 1.3 0.0 7.6 Cycle Q Clear(g_c), s 4.4 33.9 1.0 1.4 0.0 15.7 4.1 0.0 2.3 1.3 0.0 7.6 Prop In Lane 1.00 1.00 1.00 0.03 1.00 0.86 1.00 0.91
Lane Grp Cap(c), veh/h 155 918 778 91 0 846 148 0 480 89 0 423 V/C Ratio(X) 0.59 0.87 0.04 0.32 0.00 0.54 0.57 0.00 0.12 0.30 0.00 0.39 Avail Cap(c_a), veh/h 249 1433 1215 149 0 1321 249 0 480 149 0 423 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 39.3 20.2 11.8 40.9 0.0 17.6 39.5 0.0 22.9 41.0 0.0 27.1 Incr Delay (d2), s/veh 3.5 3.7 0.0 2.0 0.0 0.5 3.5 0.0 0.5 1.9 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 0.0 %ile BackOfQ(50%),veh/ln 2.0 13.6 0.3 0.6 0.0 6.1 1.9 0.0 0.9 0.6 0.0 3.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 42.8 23.9 11.9 42.9 0.0 18.1 43.0 0.0 23.4 42.9 0.0 29.8 LnGrp LOS D C B D B D C D C
Approach Vol, veh/h 922 483 142 194
Approach Delay, s/veh 25.4 19.6 35.1 31.6
Approach LOS C B D C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 6.9 29.0 7.1 46.4 9.9 26.0 10.3 43.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 24.5 5.5 66.5 10.5 19.5 10.5 61.5 Max Q Clear Time (g_c+I1), s 3.3 4.3 3.4 35.9 6.1 9.6 6.4 17.7 Green Ext Time (p_c), s 0.0 0.2 0.0 6.0 0.1 0.5 0.1 2.8 Intersection Summary
HCM 7th Control Delay, s/veh 25.3
HCM 7th LOS C
Appendix F - 43
t
t ., ~ ~
6: Watson Road & US Highway 74
HCM 7th TWSC 08 OY With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 6
Intersection
Int Delay, s/veh 0.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1207 11 23 967 24 28
Future Vol, veh/h 1207 11 23 967 24 28
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 147 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1271 12 24 1018 25 29
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1282 0 1834 641
Stage 1 - - - - 1276 -
Stage 2 - - - - 557 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 537 - 68 417
Stage 1 - - - - 226 -
Stage 2 - - - - 537 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 537 - 64 417
Mov Cap-2 Maneuver - - - - 201 -
Stage 1 - - - - 226 -
Stage 2 - - - - 513 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0.28 21.04

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 279 - - 537 -
HCM Lane V/C Ratio 0.196 - - 0.045 -
HCM Ctrl Dly (s/v) 21 - - 12 -
HCM Lane LOS C - - B -
HCM 95th %tile Q(veh) 0.7 - - 0.1 -
Appendix F - 44
1: Trumble Road & Watson Road
HCM 7th TWSC 09 OY Cumul Without Prj AM
Trumble Watson.syn
Synchro 12 Report Page 1
Intersection
Int Delay, s/veh 5.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 25 62 70 46 1 66 0 63 0 0 0
Future Vol, veh/h 0 25 62 70 46 1 66 0 63 0 0 0
C o n f l i c t i n g P e d s , # / h r 000000000000
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 98 98 98 98 98 98 98 98 98 98 98 98
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 02 66 37 14 7 16 7 06 4 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 48 0 0 89 0 0 247 248 57 216 279 47 Stage 1 - ----- 5 7 5 7- 1 9 0 1 9 0-
Stage 2 - ----- 1 9 0 1 9 1- 2 6 8 9-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 C r i t i c a l H d w y S t g 1 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- C r i t i c a l H d w y S t g 2 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1559 - - 1507 - - 707 655 1009 741 629 1022 Stage 1 - ----- 9 5 5 8 4 7- 8 1 1 7 4 3-
Stage 2 - ----- 8 1 2 7 4 2- 9 9 2 8 2 1-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1559 - - 1507 - - 672 623 1009 660 598 1022 Mov Cap-2 Maneuver - ----- 6 7 2 6 2 3- 6 6 0 5 9 8-
Stage 1 - ----- 9 5 5 8 4 7- 7 7 2 7 0 7-
Stage 2 - ----- 7 7 2 7 0 6- 9 2 9 8 2 1-
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 4.49 10.36 0

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 803 1559 - - 1072 - - -
HCM Lane V/C Ratio 0.164 - - - 0.047 - - -
HCM Ctrl Dly (s/v) 10.4 0 - - 7.5 0 - 0
HCM Lane LOS B A - - A A - A
HCM 95th %tile Q(veh) 0.6 0 - - 0.1 - - -
Appendix F - 45
2: Trumble Road & Driveway 1
HCM 7th TWSC 09 OY Cumul Without Prj AM
Trumble Watson.syn
Synchro 12 Report Page 2
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 0 128 0 0 131
Future Vol, veh/h 0 0 128 0 0 131
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 - - - 0 -
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 0 0 135 0 0 138
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 273 135 0 0 135 0
Stage 1 135 -----
Stage 2 138 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
C r i t i c a l H d w y S t g 1 5 . 4 2-----
C r i t i c a l H d w y S t g 2 5 . 4 2-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 717 914 - - 1450 -
Stage 1 892 -----
Stage 2 889 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 717 914 - - 1450 -
Mov Cap-2 Maneuver 733 -----
Stage 1 892 -----
Stage 2 889 -----
Approach WB NB SB
HCM Ctrl Dly, s/v 0 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - - 1450 -
HCM Lane V/C Ratio -----
HCM Ctrl Dly (s/v) - - 0 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - - 0 -
Appendix F - 46
3: Trumble Road & Driveway 2
HCM 7th TWSC 09 OY Cumul Without Prj AM
Trumble Watson.syn
Synchro 12 Report Page 3
Intersection
Int Delay, s/veh 0.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 0 9 0 0 0 0 117 0 0 131 0
Future Vol, veh/h 11 0 9 0 0 0 0 117 0 0 131 0
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 12 0 9 0 0 0 0 123 0 0 138 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 261 261 138 261 261 123 138 0 0 123 0 0 Stage 1 138 138 - 123 123 -------
Stage 2 123 123 - 138 138 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 692 644 910 692 644 928 1446 - - 1464 - - Stage 1 865 782 - 881 794 -------
Stage 2 881 794 - 865 782 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 692 644 910 685 644 928 1446 - - 1464 - - Mov Cap-2 Maneuver 771 702 - 765 702 -------
Stage 1 865 782 - 881 794 -------
Stage 2 881 794 - 856 782 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.46 0 0 0

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1446 - - 828 - 1464 - -
HCM Lane V/C Ratio - - - 0.025 ----
HCM Ctrl Dly (s/v) 0 - - 9.5 0 0 - -
HCM Lane LOS A - - A A A - -
HCM 95th %tile Q(veh) 0 - - 0.1 - 0 - -
Appendix F - 47
4: Trumble Road & Illinois Avenue
HCM 7th TWSC 09 OY Cumul Without Prj AM
Trumble Watson.syn
Synchro 12 Report Page 4
Intersection
Int Delay, s/veh 3.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 9 0 64 0 0 0 71 108 0 0 127 13
Future Vol, veh/h 9 0 64 0 0 0 71 108 0 0 127 13
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 98 ----- 9 9-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 9 0 67 0 0 0 75 114 0 0 134 14
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 404 404 141 397 411 114 147 0 0 114 0 0 Stage 1 141 141 - 263 263 -------
Stage 2 263 263 - 134 147 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 557 536 907 563 531 939 1434 - - 1476 - - Stage 1 862 780 - 742 691 -------
Stage 2 742 691 - 870 775 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 528 508 907 494 503 939 1434 - - 1476 - - Mov Cap-2 Maneuver 642 599 - 609 585 -------
Stage 1 862 780 - 703 655 -------
Stage 2 703 655 - 805 775 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.46 0 3.03 0

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1434 - - 642 907 - 1476 - -
HCM Lane V/C Ratio 0.052 - - 0.015 0.074 ----
HCM Ctrl Dly (s/v) 7.6 - - 10.7 9.3 0 0 - -
HCM Lane LOS A - - BAAA - -
HCM 95th %tile Q(veh) 0.2 - - 0 0.2 - 0 - -
Appendix F - 48
~ l+ ~ l+
5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 09 OY Cumul Without Prj AM Trumble Watson.syn
Synchro 12 Report Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 167 1125 162 101 968 80 192 67 72 78 83 184 Future Volume (veh/h) 167 1125 162 101 968 80 192 67 72 78 83 184 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width 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 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 176 1184 171 106 1019 84 202 71 76 82 87 194 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 230 1021 865 111 817 67 200 203 217 111 101 225 Arrive On Green 0.13 0.55 0.55 0.06 0.48 0.48 0.11 0.25 0.25 0.06 0.20 0.20 Sat Flow, veh/h 1781 1870 1585 1781 1705 141 1781 826 885 1781 515 1149 Grp Volume(v), veh/h 176 1184 171 106 0 1103 202 0 147 82 0 281 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1845 1781 0 1711 1781 0 1664 Q Serve(g_s), s 11.5 65.5 6.6 7.1 0.0 57.5 13.5 0.0 8.5 5.4 0.0 19.6 Cycle Q Clear(g_c), s 11.5 65.5 6.6 7.1 0.0 57.5 13.5 0.0 8.5 5.4 0.0 19.6 Prop In Lane 1.00 1.00 1.00 0.08 1.00 0.52 1.00 0.69
Lane Grp Cap(c), veh/h 230 1021 865 111 0 885 200 0 421 111 0 326 V/C Ratio(X) 0.77 1.16 0.20 0.95 0.00 1.25 1.01 0.00 0.35 0.74 0.00 0.86 Avail Cap(c_a), veh/h 245 1021 865 111 0 885 200 0 421 111 0 326 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 50.5 27.3 13.9 56.1 0.0 31.2 53.2 0.0 37.3 55.3 0.0 46.7 Incr Delay (d2), s/veh 12.8 83.0 0.1 70.0 0.0 120.6 65.7 0.0 2.3 22.3 0.0 24.8 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.8 49.5 2.2 5.3 0.0 53.1 9.7 0.0 3.8 3.1 0.0 10.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 63.3 110.2 14.0 126.1 0.0 151.8 118.9 0.0 39.6 77.6 0.0 71.4 LnGrp LOS E F B F F F D E E
Approach Vol, veh/h 1531 1209 349 363
Approach Delay, s/veh 94.1 149.6 85.5 72.8
Approach LOS F F F E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 32.0 10.0 68.0 16.0 26.0 18.0 60.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 27.5 5.5 63.5 11.5 21.5 14.5 54.5 Max Q Clear Time (g_c+I1), s 7.4 10.5 9.1 67.5 15.5 21.6 13.5 59.5 Green Ext Time (p_c), s 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 110.4
HCM 7th LOS F
Appendix F - 49
t
t ., ~ ~
6: Watson Road & US Highway 74
HCM 7th TWSC 09 OY Cumul Without Prj AM
Trumble Watson.syn
Synchro 12 Report Page 6
Intersection
Int Delay, s/veh 0.8
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 908 46 65 1524 29 48
Future Vol, veh/h 908 46 65 1524 29 48
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 147 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 956 48 68 1604 31 51
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1004 0 1919 502
Stage 1 - - - - 980 -
Stage 2 - - - - 939 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 685 - 59 515
Stage 1 - - - - 324 -
Stage 2 - - - - 341 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 685 - 53 515
Mov Cap-2 Maneuver - - - - 216 -
Stage 1 - - - - 324 -
Stage 2 - - - - 307 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0.44 18.94

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 339 - - 685 -
HCM Lane V/C Ratio 0.239 - - 0.1 -
HCM Ctrl Dly (s/v) 18.9 - - 10.8 -
HCM Lane LOS C - - B -
HCM 95th %tile Q(veh) 0.9 - - 0.3 -
Appendix F - 50
1: Trumble Road & Watson Road
HCM 7th TWSC 10 OY Cumul Without Prj PM
Trumble Watson.syn
Synchro 12 Report Page 1
Intersection
Int Delay, s/veh 5.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 38 41 73 21 0 39 0 62 0 1 0
Future Vol, veh/h 0 38 41 73 21 0 39 0 62 0 1 0
C o n f l i c t i n g P e d s , # / h r 000000000000
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 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 04 04 37 72 2 04 1 06 5 0 1 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 22 0 0 83 0 0 238 237 62 216 259 22 Stage 1 - ----- 6 2 6 2- 1 7 6 1 7 6-
Stage 2 - ----- 1 7 6 1 7 6- 4 0 8 3-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 C r i t i c a l H d w y S t g 1 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- C r i t i c a l H d w y S t g 2 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1593 - - 1514 - - 716 664 1003 741 645 1055 Stage 1 - ----- 9 5 0 8 4 4- 8 2 6 7 5 4-
Stage 2 - ----- 8 2 5 7 5 4- 9 7 5 8 2 6-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1593 - - 1514 - - 679 629 1003 657 612 1055 Mov Cap-2 Maneuver - ----- 6 7 9 6 2 9- 6 5 7 6 1 2-
Stage 1 - ----- 9 5 0 8 4 4- 7 8 4 7 1 5-
Stage 2 - ----- 7 8 2 7 1 5- 9 1 1 8 2 6-
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 5.83 9.86 10.89

HCM LOS A B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 847 1593 - - 1398 - - 612
HCM Lane V/C Ratio 0.126 - - - 0.051 - - 0.002
HCM Ctrl Dly (s/v) 9.9 0 - - 7.5 0 - 10.9
HCM Lane LOS A A - - A A - B
HCM 95th %tile Q(veh) 0.4 0 - - 0.2 - - 0
Appendix F - 51
2: Trumble Road & Driveway 1
HCM 7th TWSC 10 OY Cumul Without Prj PM
Trumble Watson.syn
Synchro 12 Report Page 2
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 0 101 0 0 115
Future Vol, veh/h 0 0 101 0 0 115
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 - - - 0 -
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 0 0 106 0 0 121
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 227 106 0 0 106 0
Stage 1 106 -----
Stage 2 121 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
C r i t i c a l H d w y S t g 1 5 . 4 2-----
C r i t i c a l H d w y S t g 2 5 . 4 2-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 761 948 - - 1485 -
Stage 1 918 -----
Stage 2 904 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 761 948 - - 1485 -
Mov Cap-2 Maneuver 763 -----
Stage 1 918 -----
Stage 2 904 -----
Approach WB NB SB
HCM Ctrl Dly, s/v 0 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - - 1485 -
HCM Lane V/C Ratio -----
HCM Ctrl Dly (s/v) - - 0 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - - 0 -
Appendix F - 52
3: Trumble Road & Driveway 2
HCM 7th TWSC 10 OY Cumul Without Prj PM
Trumble Watson.syn
Synchro 12 Report Page 3
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 5 0 0 0 4 105 0 0 115 0
F u t u r e V o l , v e h / h 0050004 1 0 500 1 1 50
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 0 0 5 0 0 0 4 111 0 0 121 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 240 240 121 240 240 111 121 0 0 111 0 0 Stage 1 121 121 - 119 119 -------
Stage 2 119 119 - 121 121 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 714 661 930 714 661 943 1466 - - 1479 - - Stage 1 883 796 - 885 797 -------
Stage 2 885 797 - 883 796 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 712 659 930 708 659 943 1466 - - 1479 - - Mov Cap-2 Maneuver 784 712 - 780 710 -------
Stage 1 883 796 - 883 795 -------
Stage 2 883 795 - 878 796 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 8.89 0 0.27 0

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1466 - - 930 - 1479 - -
HCM Lane V/C Ratio 0.003 - - 0.006 ----
HCM Ctrl Dly (s/v) 7.5 - - 8.9 0 0 - -
HCM Lane LOS A - - A A A - -
HCM 95th %tile Q(veh) 0 - - 0 - 0 - -
Appendix F - 53
4: Trumble Road & Illinois Avenue
HCM 7th TWSC 10 OY Cumul Without Prj PM
Trumble Watson.syn
Synchro 12 Report Page 4
Intersection
Int Delay, s/veh 3.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 0 95 1 0 0 60 94 0 0 106 13
Future Vol, veh/h 11 0 95 1 0 0 60 94 0 0 106 13
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 98 ----- 9 9-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 12 0 100 1 0 0 63 99 0 0 112 14
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 344 344 118 337 351 99 125 0 0 99 0 0 Stage 1 118 118 - 225 225 -------
Stage 2 225 225 - 112 125 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 611 579 933 617 574 957 1461 - - 1494 - - Stage 1 886 798 - 777 717 -------
Stage 2 777 717 - 893 792 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 584 554 933 527 549 957 1461 - - 1494 - - Mov Cap-2 Maneuver 682 631 - 634 619 -------
Stage 1 886 798 - 744 686 -------
Stage 2 744 686 - 798 792 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.43 10.68 2.95 0

HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1461 - - 682 933 634 1494 - -
HCM Lane V/C Ratio 0.043 - - 0.017 0.107 0.002 - - -
HCM Ctrl Dly (s/v) 7.6 - - 10.4 9.3 10.7 0 - -
HCM Lane LOS A - - BABA - -
HCM 95th %tile Q(veh) 0.1 - - 0.1 0.4 0 0 - -
Appendix F - 54
~ l+ ~ l+
5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 10 OY Cumul Without Prj PM Trumble Watson.syn
Synchro 12 Report Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 144 1118 274 222 958 71 342 86 254 84 98 187 Future Volume (veh/h) 144 1118 274 222 958 71 342 86 254 84 98 187 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width 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 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 152 1177 288 234 1008 75 360 91 267 88 103 197 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 186 1068 905 111 910 68 186 93 272 111 103 197 Arrive On Green 0.10 0.57 0.57 0.06 0.53 0.53 0.10 0.22 0.22 0.06 0.18 0.18 Sat Flow, veh/h 1781 1870 1585 1781 1719 128 1781 419 1230 1781 574 1098 Grp Volume(v), veh/h 152 1177 288 234 0 1083 360 0 358 88 0 300 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1847 1781 0 1649 1781 0 1673 Q Serve(g_s), s 10.0 68.5 11.4 7.5 0.0 63.5 12.5 0.0 25.9 5.8 0.0 21.5 Cycle Q Clear(g_c), s 10.0 68.5 11.4 7.5 0.0 63.5 12.5 0.0 25.9 5.8 0.0 21.5 Prop In Lane 1.00 1.00 1.00 0.07 1.00 0.75 1.00 0.66
Lane Grp Cap(c), veh/h 186 1068 905 111 0 978 186 0 364 111 0 300 V/C Ratio(X) 0.82 1.10 0.32 2.10 0.00 1.11 1.94 0.00 0.98 0.79 0.00 1.00 Avail Cap(c_a), veh/h 186 1068 905 111 0 978 186 0 364 111 0 300 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 52.6 25.8 13.5 56.3 0.0 28.3 53.7 0.0 46.5 55.5 0.0 49.3 Incr Delay (d2), s/veh 24.3 60.0 0.2 525.0 0.0 63.1 442.2 0.0 43.1 30.9 0.0 52.3 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.6 44.5 3.8 19.5 0.0 42.3 28.4 0.0 14.9 3.5 0.0 13.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 76.9 85.8 13.7 581.2 0.0 91.3 496.0 0.0 89.6 86.3 0.0 101.5 LnGrp LOS E F B FF FF FF
Approach Vol, veh/h 1617 1317 718 388
Approach Delay, s/veh 72.1 178.4 293.4 98.1
Approach LOS E F F F
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 29.0 10.0 71.0 15.0 24.0 15.0 66.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 24.5 5.5 66.5 10.5 19.5 10.5 61.5 Max Q Clear Time (g_c+I1), s 7.8 27.9 9.5 70.5 14.5 23.5 12.0 65.5 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 148.6
HCM 7th LOS F
Appendix F - 55
t
t ., ~ ~
6: Watson Road & US Highway 74
HCM 7th TWSC 10 OY Cumul Without Prj PM
Trumble Watson.syn
Synchro 12 Report Page 6
Intersection
Int Delay, s/veh 1.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1337 30 45 1105 37 51
Future Vol, veh/h 1337 30 45 1105 37 51
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 147 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1407 32 47 1163 39 54
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1439 0 2099 719
Stage 1 - - - - 1423 -
Stage 2 - - - - 676 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 468 - 45 371
Stage 1 - - - - 188 -
Stage 2 - - - - 467 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 468 - 40 371
Mov Cap-2 Maneuver - - - - 165 -
Stage 1 - - - - 188 -
Stage 2 - - - - 419 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0.53 28.66

HCM LOS D
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 243 - - 468 -
HCM Lane V/C Ratio 0.381 - - 0.101 -
HCM Ctrl Dly (s/v) 28.7 - - 13.6 -
HCM Lane LOS D - - B -
HCM 95th %tile Q(veh) 1.7 - - 0.3 -
Appendix F - 56
1: Trumble Road & Watson Road
HCM 7th TWSC 11 OY Cumul With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 1
Intersection
Int Delay, s/veh 5.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 25 62 80 46 1 66 0 66 0 0 0
Future Vol, veh/h 0 25 62 80 46 1 66 0 66 0 0 0
C o n f l i c t i n g P e d s , # / h r 000000000000
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 98 98 98 98 98 98 98 98 98 98 98 98
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 02 66 38 24 7 16 7 06 7 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 48 0 0 89 0 0 267 268 57 236 299 47 Stage 1 - ----- 5 7 5 7- 2 1 1 2 1 1-
Stage 2 - ----- 2 1 0 2 1 1- 2 6 8 9-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 C r i t i c a l H d w y S t g 1 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- C r i t i c a l H d w y S t g 2 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1559 - - 1507 - - 685 638 1009 718 613 1022 Stage 1 - ----- 9 5 5 8 4 7- 7 9 1 7 2 8-
Stage 2 - ----- 7 9 2 7 2 7- 9 9 2 8 2 1-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1559 - - 1507 - - 647 602 1009 633 579 1022 Mov Cap-2 Maneuver - ----- 6 4 7 6 0 2- 6 3 3 5 7 9-
Stage 1 - ----- 9 5 5 8 4 7- 7 4 7 6 8 7-
Stage 2 - ----- 7 4 8 6 8 7- 9 2 6 8 2 1-
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 4.74 10.5 0

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 789 1559 - - 1129 - - -
HCM Lane V/C Ratio 0.171 - - - 0.054 - - -
HCM Ctrl Dly (s/v) 10.5 0 - - 7.5 0 - 0
HCM Lane LOS B A - - A A - A
HCM 95th %tile Q(veh) 0.6 0 - - 0.2 - - -
Appendix F - 57
2: Trumble Road & Driveway 1
HCM 7th TWSC 11 OY Cumul With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 2
Intersection
Int Delay, s/veh 0.5
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 7 2 129 9 6 135
Future Vol, veh/h 7 2 129 9 6 135
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 - - - 0 -
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 7 2 136 9 6 142
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 295 141 0 0 145 0
Stage 1 141 -----
Stage 2 155 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
C r i t i c a l H d w y S t g 1 5 . 4 2-----
C r i t i c a l H d w y S t g 2 5 . 4 2-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 696 907 - - 1437 -
Stage 1 886 -----
Stage 2 873 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 693 907 - - 1437 -
Mov Cap-2 Maneuver 717 -----
Stage 1 886 -----
Stage 2 870 -----
Approach WB NB SB
HCM Ctrl Dly, s/v 9.85 0 0.32

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 752 1437 -
HCM Lane V/C Ratio - - 0.013 0.004 -
HCM Ctrl Dly (s/v) - - 9.8 7.5 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0 0 -
Appendix F - 58
3: Trumble Road & Driveway 2
HCM 7th TWSC 11 OY Cumul With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 3
Intersection
Int Delay, s/veh 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l , v e h / h 1 109 1 1010 1 2 6 2 64 1 3 80 F u t u r e V o l , v e h / h 1 109 1 1010 1 2 6 2 64 1 3 80 C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 1 209 1 2010 1 3 3 2 74 1 4 50
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 286 314 145 300 300 146 145 0 0 160 0 0 Stage 1 154 154 - 146 146 -------
Stage 2 133 160 - 154 154 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 666 602 902 652 612 901 1437 - - 1419 - - Stage 1 849 770 - 856 776 -------
Stage 2 871 766 - 849 770 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 663 600 902 644 611 901 1437 - - 1419 - - Mov Cap-2 Maneuver 751 674 - 739 682 -------
Stage 1 846 768 - 856 776 -------
Stage 2 870 766 - 837 768 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.55 9.88 0 0.21

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1437 - - 812 750 1419 - -
HCM Lane V/C Ratio - - - 0.026 0.017 0.003 - -
HCM Ctrl Dly (s/v) 0 - - 9.6 9.9 7.5 - -
HCM Lane LOS A - - A A A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - -
Appendix F - 59
4: Trumble Road & Illinois Avenue
HCM 7th TWSC 11 OY Cumul With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 4
Intersection
Int Delay, s/veh 2.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 9 0 64 0 0 0 71 143 0 0 145 13
Future Vol, veh/h 9 0 64 0 0 0 71 143 0 0 145 13
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 98 ----- 9 9-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 9 0 67 0 0 0 75 151 0 0 153 14
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 459 459 159 453 466 151 166 0 0 151 0 0 Stage 1 159 159 - 300 300 -------
Stage 2 300 300 - 153 166 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 512 498 886 517 494 896 1412 - - 1431 - - Stage 1 843 766 - 709 666 -------
Stage 2 709 666 - 850 761 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 485 472 886 453 468 896 1412 - - 1431 - - Mov Cap-2 Maneuver 610 574 - 579 561 -------
Stage 1 843 766 - 671 630 -------
Stage 2 671 630 - 785 761 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.6 0 2.55 0

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1412 - - 610 886 - 1431 - -
HCM Lane V/C Ratio 0.053 - - 0.016 0.076 ----
HCM Ctrl Dly (s/v) 7.7 - - 11 9.4 0 0 - -
HCM Lane LOS A - - BAAA - -
HCM 95th %tile Q(veh) 0.2 - - 0 0.2 - 0 - -
Appendix F - 60
~ l+ ~ l+
5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 11 OY Cumul With Prj AM Trumble Watson.syn
Synchro 12 Report Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 193 1125 162 101 968 84 192 73 72 79 85 199 Future Volume (veh/h) 193 1125 162 101 968 84 192 73 72 79 85 199 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width 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 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 203 1184 171 106 1019 88 202 77 76 83 89 209 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 245 1021 865 111 799 69 200 212 210 111 97 228 Arrive On Green 0.14 0.55 0.55 0.06 0.47 0.47 0.11 0.25 0.25 0.06 0.20 0.20 Sat Flow, veh/h 1781 1870 1585 1781 1697 147 1781 864 853 1781 496 1165 Grp Volume(v), veh/h 203 1184 171 106 0 1107 202 0 153 83 0 298 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1844 1781 0 1717 1781 0 1661 Q Serve(g_s), s 13.3 65.5 6.6 7.1 0.0 56.5 13.5 0.0 8.9 5.5 0.0 21.1 Cycle Q Clear(g_c), s 13.3 65.5 6.6 7.1 0.0 56.5 13.5 0.0 8.9 5.5 0.0 21.1 Prop In Lane 1.00 1.00 1.00 0.08 1.00 0.50 1.00 0.70
Lane Grp Cap(c), veh/h 245 1021 865 111 0 868 200 0 422 111 0 325 V/C Ratio(X) 0.83 1.16 0.20 0.95 0.00 1.28 1.01 0.00 0.36 0.75 0.00 0.92 Avail Cap(c_a), veh/h 245 1021 865 111 0 868 200 0 422 111 0 325 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 50.4 27.3 13.9 56.1 0.0 31.8 53.2 0.0 37.5 55.3 0.0 47.3 Incr Delay (d2), s/veh 20.5 83.0 0.1 70.0 0.0 132.7 65.7 0.0 2.4 23.6 0.0 32.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.2 49.5 2.2 5.3 0.0 55.1 9.7 0.0 4.0 3.1 0.0 11.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 70.9 110.2 14.0 126.1 0.0 164.5 118.9 0.0 39.9 78.9 0.0 79.8 LnGrp LOS E F B F F F D E E
Approach Vol, veh/h 1558 1213 355 381
Approach Delay, s/veh 94.5 161.1 84.8 79.6
Approach LOS F F F E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 32.0 10.0 68.0 16.0 26.0 19.0 59.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 27.5 5.5 63.5 11.5 21.5 14.5 54.5 Max Q Clear Time (g_c+I1), s 7.5 10.9 9.1 67.5 15.5 23.1 15.3 58.5 Green Ext Time (p_c), s 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 115.0
HCM 7th LOS F
Appendix F - 61
t
t ., ~ ~
6: Watson Road & US Highway 74
HCM 7th TWSC 11 OY Cumul With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 6
Intersection
Int Delay, s/veh 0.9
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 908 56 65 1524 32 48
Future Vol, veh/h 908 56 65 1524 32 48
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 147 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 956 59 68 1604 34 51
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1015 0 1924 507
Stage 1 - - - - 985 -
Stage 2 - - - - 939 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 679 - 59 511
Stage 1 - - - - 322 -
Stage 2 - - - - 341 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 679 - 53 511
Mov Cap-2 Maneuver - - - - 215 -
Stage 1 - - - - 322 -
Stage 2 - - - - 306 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0.45 19.62

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 330 - - 679 -
HCM Lane V/C Ratio 0.255 - - 0.101 -
HCM Ctrl Dly (s/v) 19.6 - - 10.9 -
HCM Lane LOS C - - B -
HCM 95th %tile Q(veh) 1 - - 0.3 -
Appendix F - 62
1: Trumble Road & Watson Road
HCM 7th TWSC 12 OY Cumul With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 1
Intersection
Int Delay, s/veh 5.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 38 41 76 21 0 39 0 72 0 1 0
Future Vol, veh/h 0 38 41 76 21 0 39 0 72 0 1 0
C o n f l i c t i n g P e d s , # / h r 000000000000
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 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 04 04 38 02 2 04 1 07 6 0 1 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 22 0 0 83 0 0 244 244 62 222 265 22 Stage 1 - ----- 6 2 6 2- 1 8 2 1 8 2-
Stage 2 - ----- 1 8 3 1 8 2- 4 0 8 3-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 C r i t i c a l H d w y S t g 1 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- C r i t i c a l H d w y S t g 2 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1593 - - 1514 - - 710 658 1003 734 640 1055 Stage 1 - ----- 9 5 0 8 4 4- 8 2 0 7 4 9-
Stage 2 - ----- 8 1 9 7 4 9- 9 7 5 8 2 6-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1593 - - 1514 - - 671 623 1003 642 606 1055 Mov Cap-2 Maneuver - ----- 6 7 1 6 2 3- 6 4 2 6 0 6-
Stage 1 - ----- 9 5 0 8 4 4- 7 7 6 7 0 9-
Stage 2 - ----- 7 7 4 7 0 9- 9 0 1 8 2 6-
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 5.88 9.88 10.95

HCM LOS A B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 854 1593 - - 1410 - - 606
HCM Lane V/C Ratio 0.137 - - - 0.053 - - 0.002
HCM Ctrl Dly (s/v) 9.9 0 - - 7.5 0 - 11
HCM Lane LOS A A - - A A - B
HCM 95th %tile Q(veh) 0.5 0 - - 0.2 - - 0
Appendix F - 63
2: Trumble Road & Driveway 1
HCM 7th TWSC 12 OY Cumul With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 2
Intersection
Int Delay, s/veh 0.8
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 13 6 105 8 2 116
Future Vol, veh/h 13 6 105 8 2 116
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 - - - 0 -
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 14 6 111 8 2 122
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 241 115 0 0 119 0
Stage 1 115 -----
Stage 2 126 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
C r i t i c a l H d w y S t g 1 5 . 4 2-----
C r i t i c a l H d w y S t g 2 5 . 4 2-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 747 938 - - 1469 -
Stage 1 910 -----
Stage 2 899 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 746 938 - - 1469 -
Mov Cap-2 Maneuver 753 -----
Stage 1 910 -----
Stage 2 898 -----
Approach WB NB SB
HCM Ctrl Dly, s/v 9.6 0 0.13

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 803 1469 -
HCM Lane V/C Ratio - - 0.025 0.001 -
HCM Ctrl Dly (s/v) - - 9.6 7.5 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0.1 0 -
Appendix F - 64
3: Trumble Road & Driveway 2
HCM 7th TWSC 12 OY Cumul With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 3
Intersection
Int Delay, s/veh 1.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l , v e h / h 005 3 0044 1 1 3 1 31 1 2 80 F u t u r e V o l , v e h / h 005 3 0044 1 1 3 1 31 1 2 80 C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 005 3 2044 1 1 9 1 41 1 3 50
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 264 278 135 271 271 126 135 0 0 133 0 0 Stage 1 137 137 - 134 134 -------
Stage 2 127 141 - 137 137 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 689 630 914 681 636 925 1450 - - 1452 - - Stage 1 866 783 - 869 785 -------
Stage 2 876 780 - 866 783 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 683 628 914 675 633 925 1450 - - 1452 - - Mov Cap-2 Maneuver 765 692 - 759 694 -------
Stage 1 866 783 - 867 783 -------
Stage 2 870 778 - 861 783 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 8.96 9.87 0.23 0.06

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1450 - - 914 775 1452 - -
HCM Lane V/C Ratio 0.003 - - 0.006 0.046 0.001 - -
HCM Ctrl Dly (s/v) 7.5 - - 9 9.9 7.5 - -
HCM Lane LOS A - - A A A - -
HCM 95th %tile Q(veh) 0 - - 0 0.1 0 - -
Appendix F - 65
4: Trumble Road & Illinois Avenue
HCM 7th TWSC 12 OY Cumul With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 4
Intersection
Int Delay, s/veh 3.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 0 95 1 0 0 60 114 0 0 148 13
Future Vol, veh/h 11 0 95 1 0 0 60 114 0 0 148 13
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 98 ----- 9 9-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 12 0 100 1 0 0 63 120 0 0 156 14
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 409 409 163 402 416 120 169 0 0 120 0 0 Stage 1 163 163 - 246 246 -------
Stage 2 246 246 - 156 169 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 553 532 882 559 527 931 1408 - - 1468 - - Stage 1 839 764 - 757 702 -------
Stage 2 757 702 - 846 758 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 528 508 882 473 504 931 1408 - - 1468 - - Mov Cap-2 Maneuver 651 606 - 595 591 -------
Stage 1 839 764 - 724 671 -------
Stage 2 724 671 - 751 758 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.71 11.06 2.65 0

HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1408 - - 651 882 595 1468 - -
HCM Lane V/C Ratio 0.045 - - 0.018 0.113 0.002 - - -
HCM Ctrl Dly (s/v) 7.7 - - 10.6 9.6 11.1 0 - -
HCM Lane LOS A - - BABA - -
HCM 95th %tile Q(veh) 0.1 - - 0.1 0.4 0 0 - -
Appendix F - 66
~ l+ ~ l+
5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 12 OY Cumul With Prj PM Trumble Watson.syn
Synchro 12 Report Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 162 1118 274 222 958 72 342 88 254 88 104 219 Future Volume (veh/h) 162 1118 274 222 958 72 342 88 254 88 104 219 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width 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 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 171 1177 288 234 1008 76 360 93 267 93 109 231 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 186 1068 905 111 909 69 186 94 270 111 96 203 Arrive On Green 0.10 0.57 0.57 0.06 0.53 0.53 0.10 0.22 0.22 0.06 0.18 0.18 Sat Flow, veh/h 1781 1870 1585 1781 1718 129 1781 426 1224 1781 534 1132 Grp Volume(v), veh/h 171 1177 288 234 0 1084 360 0 360 93 0 340 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1847 1781 0 1650 1781 0 1667 Q Serve(g_s), s 11.4 68.5 11.4 7.5 0.0 63.5 12.5 0.0 26.1 6.2 0.0 21.5 Cycle Q Clear(g_c), s 11.4 68.5 11.4 7.5 0.0 63.5 12.5 0.0 26.1 6.2 0.0 21.5 Prop In Lane 1.00 1.00 1.00 0.07 1.00 0.74 1.00 0.68
Lane Grp Cap(c), veh/h 186 1068 905 111 0 977 186 0 364 111 0 299 V/C Ratio(X) 0.92 1.10 0.32 2.10 0.00 1.11 1.94 0.00 0.99 0.84 0.00 1.14 Avail Cap(c_a), veh/h 186 1068 905 111 0 977 186 0 364 111 0 299 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 53.3 25.8 13.5 56.3 0.0 28.3 53.7 0.0 46.6 55.6 0.0 49.3 Incr Delay (d2), s/veh 44.3 60.0 0.2 525.0 0.0 63.5 442.2 0.0 44.2 39.6 0.0 94.9 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.3 44.5 3.8 19.5 0.0 42.4 28.4 0.0 15.1 3.9 0.0 16.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 97.6 85.8 13.7 581.2 0.0 91.8 496.0 0.0 90.8 95.3 0.0 144.2 LnGrp LOS F F B FF FF FF
Approach Vol, veh/h 1636 1318 720 433
Approach Delay, s/veh 74.3 178.7 293.4 133.7
Approach LOS E F F F
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 29.0 10.0 71.0 15.0 24.0 15.0 66.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 24.5 5.5 66.5 10.5 19.5 10.5 61.5 Max Q Clear Time (g_c+I1), s 8.2 28.1 9.5 70.5 14.5 23.5 13.4 65.5 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 152.5
HCM 7th LOS F
Appendix F - 67
t
t ., ~ ~
6: Watson Road & US Highway 74
HCM 7th TWSC 12 OY Cumul With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 6
Intersection
Int Delay, s/veh 1.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1337 33 45 1105 47 51
Future Vol, veh/h 1337 33 45 1105 47 51
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 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1407 35 47 1163 49 54
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1442 0 2101 721
Stage 1 - - - - 1425 -
Stage 2 - - - - 676 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 466 - ~ 44 370
Stage 1 - - - - 188 -
Stage 2 - - - - 467 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 466 - ~ 40 370
Mov Cap-2 Maneuver - - - - 164 -
Stage 1 - - - - 188 -
Stage 2 - - - - 419 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0.53 32.52

HCM LOS D
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 231 - - 466 -
HCM Lane V/C Ratio 0.446 - - 0.102 -
HCM Ctrl Dly (s/v) 32.5 - - 13.6 -
HCM Lane LOS D - - B -
HCM 95th %tile Q(veh) 2.1 - - 0.3 -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s
+: Computation Not Defined *: All major volume in platoon Appendix F - 68
1: Trumble Road & Watson Road
HCM 7th TWSC 13 20 50 Without Prj AM
Trumble Watson.syn
Synchro 12 Report Page 1
Intersection
Int Delay, s/veh 9.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 26 65 254 48 1 69 0 266 0 0 0
Future Vol, veh/h 0 26 65 254 48 1 69 0 266 0 0 0
C o n f l i c t i n g P e d s , # / h r 000000000000
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 98 98 98 98 98 98 98 98 98 98 98 98
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 0 27 66 259 49 1 70 0 271 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 50 0 0 93 0 0 627 628 60 594 661 49 Stage 1 - ----- 6 0 6 0- 5 6 8 5 6 8-
Stage 2 - ----- 5 6 7 5 6 8- 2 7 9 3-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 C r i t i c a l H d w y S t g 1 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- C r i t i c a l H d w y S t g 2 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1557 - - 1502 - - 396 400 1006 416 383 1019 Stage 1 - ----- 9 5 2 8 4 5- 5 0 8 5 0 6-
Stage 2 - ----- 5 0 8 5 0 6- 9 9 1 8 1 8-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1557 - - 1502 - - 326 329 1006 250 315 1019 Mov Cap-2 Maneuver - ----- 3 2 6 3 2 9- 2 5 0 3 1 5-
Stage 1 - ----- 9 5 2 8 4 5- 4 1 8 4 1 7-
Stage 2 - ----- 4 1 8 4 1 6- 7 2 4 8 1 8-
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 6.62 14.86 0

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 703 1557 - - 1460 - - -
HCM Lane V/C Ratio 0.486 - - - 0.173 - - -
HCM Ctrl Dly (s/v) 14.9 0 - - 7.9 0 - 0
HCM Lane LOS B A - - A A - A
HCM 95th %tile Q(veh) 2.7 0 - - 0.6 - - -
Appendix F - 69
2: Trumble Road & Driveway 1
HCM 7th TWSC 13 20 50 Without Prj AM
Trumble Watson.syn
Synchro 12 Report Page 2
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 0 335 0 0 319
Future Vol, veh/h 0 0 335 0 0 319
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 - - - 0 -
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 0 0 353 0 0 336
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 688 353 0 0 353 0
Stage 1 353 -----
Stage 2 336 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
C r i t i c a l H d w y S t g 1 5 . 4 2-----
C r i t i c a l H d w y S t g 2 5 . 4 2-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 412 691 - - 1206 -
Stage 1 711 -----
Stage 2 724 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 412 691 - - 1206 -
Mov Cap-2 Maneuver 515 -----
Stage 1 711 -----
Stage 2 724 -----
Approach WB NB SB
HCM Ctrl Dly, s/v 0 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - - 1206 -
HCM Lane V/C Ratio -----
HCM Ctrl Dly (s/v) - - 0 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - - 0 -
Appendix F - 70
3: Trumble Road & Driveway 2
HCM 7th TWSC 13 20 50 Without Prj AM
Trumble Watson.syn
Synchro 12 Report Page 3
Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 12 0 9 0 0 0 0 292 0 0 288 0
Future Vol, veh/h 12 0 9 0 0 0 0 292 0 0 288 0
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 13 0 9 0 0 0 0 307 0 0 303 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 611 611 303 611 611 307 303 0 0 307 0 0 Stage 1 303 303 - 307 307 -------
Stage 2 307 307 - 303 303 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 406 409 737 406 409 733 1258 - - 1253 - - Stage 1 706 663 - 703 661 -------
Stage 2 703 661 - 706 663 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 406 409 737 401 409 733 1258 - - 1253 - - Mov Cap-2 Maneuver 574 548 - 570 548 -------
Stage 1 706 663 - 703 661 -------
Stage 2 703 661 - 697 663 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 10.88 0 0 0

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1258 - - 634 - 1253 - -
HCM Lane V/C Ratio - - - 0.035 ----
HCM Ctrl Dly (s/v) 0 - - 10.9 0 0 - -
HCM Lane LOS A - - B A A - -
HCM 95th %tile Q(veh) 0 - - 0.1 - 0 - -
Appendix F - 71
4: Trumble Road & Illinois Avenue
HCM 7th TWSC 13 20 50 Without Prj AM
Trumble Watson.syn
Synchro 12 Report Page 4
Intersection
Int Delay, s/veh 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 0 67 0 0 0 75 281 0 0 275 14
Future Vol, veh/h 11 0 67 0 0 0 75 281 0 0 275 14
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 98 ----- 9 9-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 12 0 71 0 0 0 79 296 0 0 289 15
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 751 751 297 743 758 296 304 0 0 296 0 0 Stage 1 297 297 - 454 454 -------
Stage 2 454 454 - 289 304 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 327 340 743 331 336 744 1257 - - 1266 - - Stage 1 712 668 - 586 570 -------
Stage 2 586 570 - 718 663 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 307 318 743 281 315 744 1257 - - 1266 - - Mov Cap-2 Maneuver 479 468 - 443 451 -------
Stage 1 712 668 - 549 534 -------
Stage 2 549 534 - 650 663 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 10.69 0 1.7 0

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1257 - - 479 743 - 1266 - -
HCM Lane V/C Ratio 0.063 - - 0.024 0.095 ----
HCM Ctrl Dly (s/v) 8.1 - - 12.7 10.4 0 0 - -
HCM Lane LOS A - - BBAA - -
HCM 95th %tile Q(veh) 0.2 - - 0.1 0.3 - 0 - -
Appendix F - 72
~ l+ ~ l+
5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 13 2050 Without Prj AM Trumble Watson.syn
Synchro 12 Report Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 175 1181 170 106 1016 84 202 70 76 82 87 193 Future Volume (veh/h) 175 1181 170 106 1016 84 202 70 76 82 87 193 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width 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 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 184 1243 179 112 1069 88 213 74 80 86 92 203 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 237 1021 865 111 810 67 200 202 218 111 102 224 Arrive On Green 0.13 0.55 0.55 0.06 0.48 0.48 0.11 0.25 0.25 0.06 0.20 0.20 Sat Flow, veh/h 1781 1870 1585 1781 1705 140 1781 822 889 1781 519 1145 Grp Volume(v), veh/h 184 1243 179 112 0 1157 213 0 154 86 0 295 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1845 1781 0 1710 1781 0 1664 Q Serve(g_s), s 12.0 65.5 6.9 7.5 0.0 57.0 13.5 0.0 9.0 5.7 0.0 20.8 Cycle Q Clear(g_c), s 12.0 65.5 6.9 7.5 0.0 57.0 13.5 0.0 9.0 5.7 0.0 20.8 Prop In Lane 1.00 1.00 1.00 0.08 1.00 0.52 1.00 0.69
Lane Grp Cap(c), veh/h 237 1021 865 111 0 877 200 0 420 111 0 326 V/C Ratio(X) 0.78 1.22 0.21 1.01 0.00 1.32 1.06 0.00 0.37 0.77 0.00 0.91 Avail Cap(c_a), veh/h 245 1021 865 111 0 877 200 0 420 111 0 326 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 50.3 27.3 14.0 56.3 0.0 31.5 53.2 0.0 37.5 55.4 0.0 47.2 Incr Delay (d2), s/veh 14.1 106.9 0.1 86.9 0.0 151.9 81.2 0.0 2.5 27.8 0.0 30.7 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.1 56.3 2.4 6.0 0.0 60.3 10.5 0.0 4.1 3.4 0.0 11.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 64.3 134.2 14.1 143.2 0.0 183.3 134.5 0.0 40.0 83.2 0.0 77.8 LnGrp LOS E F B F F F D F E
Approach Vol, veh/h 1606 1269 367 381
Approach Delay, s/veh 112.8 179.8 94.8 79.0
Approach LOS F F F E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 32.0 10.0 68.0 16.0 26.0 18.5 59.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 27.5 5.5 63.5 11.5 21.5 14.5 54.5 Max Q Clear Time (g_c+I1), s 7.7 11.0 9.5 67.5 15.5 22.8 14.0 59.0 Green Ext Time (p_c), s 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 130.9
HCM 7th LOS F
Appendix F - 73
t
t ., ~ ~
6: Watson Road & US Highway 74
HCM 7th TWSC 13 20 50 Without Prj AM
Trumble Watson.syn
Synchro 12 Report Page 6
Intersection
Int Delay, s/veh 20.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1317 108 209 1734 56 233
Future Vol, veh/h 1317 108 209 1734 56 233
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 147 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1386 114 220 1825 59 245
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1500 0 2796 750
Stage 1 - - - - 1443 -
Stage 2 - - - - 1353 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 443 - ~ 15 354
Stage 1 - - - - 184 -
Stage 2 - - - - 205 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 443 - ~ 7 354
Mov Cap-2 Maneuver - - - - 83 -
Stage 1 - - - - 184 -
Stage 2 - - - - 103 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 2.25 247.43

HCM LOS F
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 217 - - 443 -
HCM Lane V/C Ratio 1.399 - - 0.497 -
HCM Ctrl Dly (s/v) 247.4 - - 20.9 -
HCM Lane LOS F - - C -
HCM 95th %tile Q(veh) 17.4 - - 2.7 -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s
+: Computation Not Defined *: All major volume in platoon Appendix F - 74
1: Trumble Road & Watson Road
HCM 7th TWSC 14 20 50 Without Prj PM
Trumble Watson.syn
Synchro 12 Report Page 1
Intersection
Int Delay, s/veh 8.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 40 43 237 22 0 41 0 182 0 1 0
Future Vol, veh/h 0 40 43 237 22 0 41 0 182 0 1 0
C o n f l i c t i n g P e d s , # / h r 000000000000
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 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 0 42 45 249 23 0 43 0 192 0 1 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 23 0 0 87 0 0 587 587 65 564 609 23 Stage 1 - ----- 6 5 6 5- 5 2 2 5 2 2-
Stage 2 - ----- 5 2 3 5 2 2- 4 2 8 7-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 C r i t i c a l H d w y S t g 1 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- C r i t i c a l H d w y S t g 2 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1592 - - 1509 - - 421 422 999 436 410 1054 Stage 1 - ----- 9 4 6 8 4 1- 5 3 8 5 3 1-
Stage 2 - ----- 5 3 7 5 3 1- 9 7 2 8 2 2-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1592 - - 1509 - - 349 351 999 293 341 1054 Mov Cap-2 Maneuver - ----- 3 4 9 3 5 1- 2 9 3 3 4 1-
Stage 1 - ----- 9 4 6 8 4 1- 4 4 8 4 4 2-
Stage 2 - ----- 4 4 6 4 4 2- 7 8 6 8 2 2-
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 7.19 12.04 15.59

HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 745 1592 - - 1489 - - 341
HCM Lane V/C Ratio 0.315 - - - 0.165 - - 0.003
HCM Ctrl Dly (s/v) 12 0 - - 7.9 0 - 15.6
HCM Lane LOS B A - - A A - C
HCM 95th %tile Q(veh) 1.4 0 - - 0.6 - - 0
Appendix F - 75
2: Trumble Road & Driveway 1
HCM 7th TWSC 14 20 50 Without Prj PM
Trumble Watson.syn
Synchro 12 Report Page 2
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 0 223 0 0 281
Future Vol, veh/h 0 0 223 0 0 281
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 - - - 0 -
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 0 0 235 0 0 296
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 531 235 0 0 235 0
Stage 1 235 -----
Stage 2 296 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
C r i t i c a l H d w y S t g 1 5 . 4 2-----
C r i t i c a l H d w y S t g 2 5 . 4 2-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 509 804 - - 1333 -
Stage 1 804 -----
Stage 2 755 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 509 804 - - 1333 -
Mov Cap-2 Maneuver 587 -----
Stage 1 804 -----
Stage 2 755 -----
Approach WB NB SB
HCM Ctrl Dly, s/v 0 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - - 1333 -
HCM Lane V/C Ratio -----
HCM Ctrl Dly (s/v) - - 0 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - - 0 -
Appendix F - 76
3: Trumble Road & Driveway 2
HCM 7th TWSC 14 20 50 Without Prj PM
Trumble Watson.syn
Synchro 12 Report Page 3
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 5 0 0 0 4 198 0 0 268 0
F u t u r e V o l , v e h / h 0050004 1 9 800 2 6 80
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 0 0 5 0 0 0 4 208 0 0 282 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 499 499 282 499 499 208 282 0 0 208 0 0 Stage 1 282 282 - 217 217 -------
Stage 2 217 217 - 282 282 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 482 473 757 482 473 832 1280 - - 1362 - - Stage 1 725 678 - 785 723 -------
Stage 2 785 723 - 725 678 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 480 472 757 477 472 832 1280 - - 1362 - - Mov Cap-2 Maneuver 626 590 - 621 588 -------
Stage 1 725 678 - 783 721 -------
Stage 2 783 721 - 720 678 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.79 0 0.15 0

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1280 - - 757 - 1362 - -
HCM Lane V/C Ratio 0.003 - - 0.007 ----
HCM Ctrl Dly (s/v) 7.8 - - 9.8 0 0 - -
HCM Lane LOS A - - A A A - -
HCM 95th %tile Q(veh) 0 - - 0 - 0 - -
Appendix F - 77
4: Trumble Road & Illinois Avenue
HCM 7th TWSC 14 20 50 Without Prj PM
Trumble Watson.syn
Synchro 12 Report Page 4
Intersection
Int Delay, s/veh 2.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 15 0 100 1 0 0 63 183 0 0 257 14
Future Vol, veh/h 15 0 100 1 0 0 63 183 0 0 257 14
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 98 ----- 9 9-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 16 0 105 1 0 0 66 193 0 0 271 15
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 603 603 278 596 611 193 285 0 0 193 0 0 Stage 1 278 278 - 325 325 -------
Stage 2 325 325 - 271 285 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 411 413 761 415 409 849 1277 - - 1381 - - Stage 1 729 681 - 687 649 -------
Stage 2 687 649 - 735 676 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 389 391 761 339 388 849 1277 - - 1381 - - Mov Cap-2 Maneuver 556 530 - 487 510 -------
Stage 1 729 681 - 651 615 -------
Stage 2 651 615 - 634 676 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 10.64 12.4 2.04 0

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1277 - - 556 761 487 1381 - -
HCM Lane V/C Ratio 0.052 - - 0.028 0.138 0.002 - - -
HCM Ctrl Dly (s/v) 8 - - 11.7 10.5 12.4 0 - -
HCM Lane LOS A - - BBBA - -
HCM 95th %tile Q(veh) 0.2 - - 0.1 0.5 0 0 - -
Appendix F - 78
~ l+ ~ l+
5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 14 2050 Without Prj PM Trumble Watson.syn
Synchro 12 Report Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 151 1174 288 233 1006 75 359 90 267 88 103 196 Future Volume (veh/h) 151 1174 288 233 1006 75 359 90 267 88 103 196 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width 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 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 159 1236 303 245 1059 79 378 95 281 93 108 206 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 186 1068 905 111 910 68 186 92 272 111 103 197 Arrive On Green 0.10 0.57 0.57 0.06 0.53 0.53 0.10 0.22 0.22 0.06 0.18 0.18 Sat Flow, veh/h 1781 1870 1585 1781 1719 128 1781 417 1232 1781 575 1097 Grp Volume(v), veh/h 159 1236 303 245 0 1138 378 0 376 93 0 314 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1847 1781 0 1649 1781 0 1673 Q Serve(g_s), s 10.5 68.5 12.2 7.5 0.0 63.5 12.5 0.0 26.5 6.2 0.0 21.5 Cycle Q Clear(g_c), s 10.5 68.5 12.2 7.5 0.0 63.5 12.5 0.0 26.5 6.2 0.0 21.5 Prop In Lane 1.00 1.00 1.00 0.07 1.00 0.75 1.00 0.66
Lane Grp Cap(c), veh/h 186 1068 905 111 0 978 186 0 364 111 0 300 V/C Ratio(X) 0.86 1.16 0.33 2.20 0.00 1.16 2.04 0.00 1.03 0.84 0.00 1.05 Avail Cap(c_a), veh/h 186 1068 905 111 0 978 186 0 364 111 0 300 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 52.9 25.8 13.7 56.3 0.0 28.3 53.7 0.0 46.8 55.6 0.0 49.3 Incr Delay (d2), s/veh 30.6 81.7 0.2 568.5 0.0 85.2 485.1 0.0 55.9 39.6 0.0 65.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.2 50.9 4.1 20.9 0.0 48.3 30.6 0.0 16.4 3.9 0.0 14.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 83.4 107.5 13.9 624.7 0.0 113.5 538.8 0.0 102.6 95.3 0.0 114.3 LnGrp LOS F F B FF FF FF
Approach Vol, veh/h 1698 1383 754 407
Approach Delay, s/veh 88.5 204.0 321.3 109.9
Approach LOS FFFF
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 29.0 10.0 71.0 15.0 24.0 15.0 66.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 24.5 5.5 66.5 10.5 19.5 10.5 61.5 Max Q Clear Time (g_c+I1), s 8.2 28.5 9.5 70.5 14.5 23.5 12.5 65.5 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 169.6
HCM 7th LOS F
Appendix F - 79
t
t ., ~ ~
6: Watson Road & US Highway 74
HCM 7th TWSC 14 20 50 Without Prj PM
Trumble Watson.syn
Synchro 12 Report Page 6
Intersection
Int Delay, s/veh 23.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1679 45 192 1419 65 161
Future Vol, veh/h 1679 45 192 1419 65 161
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 147 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1767 47 202 1494 68 169
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1815 0 2942 907
Stage 1 - - - - 1791 -
Stage 2 - - - - 1151 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 334 - ~ 12 278
Stage 1 - - - - 119 -
Stage 2 - - - - 263 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 334 - ~ 5 278
Mov Cap-2 Maneuver - - - - 72 -
Stage 1 - - - - 119 -
Stage 2 - - - - 104 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 3.69 $ 337.29

HCM LOS F
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 152 - - 334 -
HCM Lane V/C Ratio 1.566 - - 0.605 -
HCM Ctrl Dly (s/v) $ 337.3 - - 30.9 -
HCM Lane LOS F - - D -
HCM 95th %tile Q(veh) 16.2 - - 3.7 -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s
+: Computation Not Defined *: All major volume in platoon Appendix F - 80
1: Trumble Road & Watson Road
HCM 7th TWSC 15 2050 With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 1
Intersection
Int Delay, s/veh 9.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 26 65 264 48 1 69 0 269 0 0 0
Future Vol, veh/h 0 26 65 264 48 1 69 0 269 0 0 0
C o n f l i c t i n g P e d s , # / h r 000000000000
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 98 98 98 98 98 98 98 98 98 98 98 98
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 0 27 66 269 49 1 70 0 274 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 50 0 0 93 0 0 647 648 60 615 681 49 Stage 1 - ----- 6 0 6 0- 5 8 8 5 8 8-
Stage 2 - ----- 5 8 8 5 8 9- 2 7 9 3-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 C r i t i c a l H d w y S t g 1 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- C r i t i c a l H d w y S t g 2 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1557 - - 1502 - - 384 389 1006 404 373 1019 Stage 1 - ----- 9 5 2 8 4 5- 4 9 5 4 9 6-
Stage 2 - ----- 4 9 5 4 9 6- 9 9 1 8 1 8-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1557 - - 1502 - - 313 317 1006 239 304 1019 Mov Cap-2 Maneuver - ----- 3 1 3 3 1 7- 2 3 9 3 0 4-
Stage 1 - ----- 9 5 2 8 4 5- 4 0 4 4 0 4-
Stage 2 - ----- 4 0 4 4 0 4- 7 2 0 8 1 8-
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 6.68 15.24 0

HCM LOS C A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 693 1557 - - 1460 - - -
HCM Lane V/C Ratio 0.498 - - - 0.179 - - -
HCM Ctrl Dly (s/v) 15.2 0 - - 7.9 0 - 0
HCM Lane LOS C A - - A A - A
HCM 95th %tile Q(veh) 2.8 0 - - 0.7 - - -
Appendix F - 81
2: Trumble Road & Driveway 1
HCM 7th TWSC 15 2050 With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 2
Intersection
Int Delay, s/veh 0.2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 7 2 336 9 6 323
Future Vol, veh/h 7 2 336 9 6 323
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 - - - 0 -
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 7 2 354 9 6 340
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 711 358 0 0 363 0
Stage 1 358 -----
Stage 2 353 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
C r i t i c a l H d w y S t g 1 5 . 4 2-----
C r i t i c a l H d w y S t g 2 5 . 4 2-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 399 686 - - 1195 -
Stage 1 707 -----
Stage 2 711 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 397 686 - - 1195 -
Mov Cap-2 Maneuver 504 -----
Stage 1 707 -----
Stage 2 708 -----
Approach WB NB SB
HCM Ctrl Dly, s/v 11.84 0 0.15

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 536 1195 -
HCM Lane V/C Ratio - - 0.018 0.005 -
HCM Ctrl Dly (s/v) - - 11.8 8 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.1 0 -
Appendix F - 82
3: Trumble Road & Driveway 2
HCM 7th TWSC 15 2050 With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 3
Intersection
Int Delay, s/veh 0.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l , v e h / h 1 209 1 1010 3 0 1 2 64 2 9 50 F u t u r e V o l , v e h / h 1 209 1 1010 3 0 1 2 64 2 9 50 C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 1 309 1 2010 3 1 7 2 74 3 1 10
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 636 663 311 649 649 331 311 0 0 344 0 0 Stage 1 319 319 - 331 331 -------
Stage 2 317 344 - 319 319 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 391 382 730 383 388 711 1250 - - 1215 - - Stage 1 693 653 - 683 645 -------
Stage 2 694 637 - 693 653 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 389 380 730 376 387 711 1250 - - 1215 - - Mov Cap-2 Maneuver 559 526 - 551 533 -------
Stage 1 690 651 - 683 645 -------
Stage 2 693 637 - 681 651 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 11.01 11.56 0 0.11

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1250 - - 622 561 1215 - -
HCM Lane V/C Ratio - - - 0.036 0.023 0.003 - -
HCM Ctrl Dly (s/v) 0 - - 11 11.6 8 - -
HCM Lane LOS A - - B B A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - -
Appendix F - 83
4: Trumble Road & Illinois Avenue
HCM 7th TWSC 15 2050 With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 4
Intersection
Int Delay, s/veh 1.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 0 67 0 0 0 75 316 0 0 293 14
Future Vol, veh/h 11 0 67 0 0 0 75 316 0 0 293 14
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 98 ----- 9 9-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 12 0 71 0 0 0 79 333 0 0 308 15
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 806 806 316 799 814 333 323 0 0 333 0 0 Stage 1 316 316 - 491 491 -------
Stage 2 491 491 - 308 323 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 300 315 725 304 312 709 1237 - - 1227 - - Stage 1 695 655 - 559 548 -------
Stage 2 559 548 - 702 650 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 281 295 725 257 292 709 1237 - - 1227 - - Mov Cap-2 Maneuver 456 449 - 422 433 -------
Stage 1 695 655 - 524 513 -------
Stage 2 524 513 - 633 650 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 10.87 0 1.56 0

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1237 - - 456 725 - 1227 - -
HCM Lane V/C Ratio 0.064 - - 0.025 0.097 ----
HCM Ctrl Dly (s/v) 8.1 - - 13.1 10.5 0 0 - -
HCM Lane LOS A - - BBAA - -
HCM 95th %tile Q(veh) 0.2 - - 0.1 0.3 - 0 - -
Appendix F - 84
~ l+ ~ l+
5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 15 2050 With Prj AM Trumble Watson.syn
Synchro 12 Report Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 201 1181 170 106 1016 88 202 76 76 83 89 208 Future Volume (veh/h) 201 1181 170 106 1016 88 202 76 76 83 89 208 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width 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 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 212 1243 179 112 1069 93 213 80 80 87 94 219 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 245 1021 865 111 799 69 200 211 211 111 98 228 Arrive On Green 0.14 0.55 0.55 0.06 0.47 0.47 0.11 0.25 0.25 0.06 0.20 0.20 Sat Flow, veh/h 1781 1870 1585 1781 1696 148 1781 858 858 1781 499 1162 Grp Volume(v), veh/h 212 1243 179 112 0 1162 213 0 160 87 0 313 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1844 1781 0 1716 1781 0 1661 Q Serve(g_s), s 14.0 65.5 6.9 7.5 0.0 56.5 13.5 0.0 9.3 5.8 0.0 22.4 Cycle Q Clear(g_c), s 14.0 65.5 6.9 7.5 0.0 56.5 13.5 0.0 9.3 5.8 0.0 22.4 Prop In Lane 1.00 1.00 1.00 0.08 1.00 0.50 1.00 0.70
Lane Grp Cap(c), veh/h 245 1021 865 111 0 868 200 0 422 111 0 325 V/C Ratio(X) 0.87 1.22 0.21 1.01 0.00 1.34 1.06 0.00 0.38 0.78 0.00 0.96 Avail Cap(c_a), veh/h 245 1021 865 111 0 868 200 0 422 111 0 325 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 50.7 27.3 14.0 56.3 0.0 31.8 53.2 0.0 37.6 55.4 0.0 47.8 Incr Delay (d2), s/veh 26.1 106.9 0.1 86.9 0.0 160.1 81.2 0.0 2.6 29.3 0.0 41.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.8 56.3 2.4 6.0 0.0 61.7 10.5 0.0 4.2 3.4 0.0 12.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 76.8 134.2 14.1 143.2 0.0 191.9 134.5 0.0 40.2 84.7 0.0 89.0 LnGrp LOS E F B F F F D F F
Approach Vol, veh/h 1634 1274 373 400
Approach Delay, s/veh 113.6 187.6 94.0 88.1
Approach LOS FFFF
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 32.0 10.0 68.0 16.0 26.0 19.0 59.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 27.5 5.5 63.5 11.5 21.5 14.5 54.5 Max Q Clear Time (g_c+I1), s 7.8 11.3 9.5 67.5 15.5 24.4 16.0 58.5 Green Ext Time (p_c), s 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 134.4
HCM 7th LOS F
Appendix F - 85
t
t ., ~ ~
6: Watson Road & US Highway 74
HCM 7th TWSC 15 2050 With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 6
Intersection
Int Delay, s/veh 22.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1317 118 209 1734 59 233
Future Vol, veh/h 1317 118 209 1734 59 233
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 147 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1386 124 220 1825 62 245
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1511 0 2801 755
Stage 1 - - - - 1448 -
Stage 2 - - - - 1353 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 439 - ~ 15 351
Stage 1 - - - - 182 -
Stage 2 - - - - 205 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 439 - ~ 7 351
Mov Cap-2 Maneuver - - - - 83 -
Stage 1 - - - - 182 -
Stage 2 - - - - 102 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 2.28 268.99

HCM LOS F
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 212 - - 439 -
HCM Lane V/C Ratio 1.449 - - 0.501 -
HCM Ctrl Dly (s/v) 269 - - 21.2 -
HCM Lane LOS F - - C -
HCM 95th %tile Q(veh) 18.2 - - 2.7 -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s
+: Computation Not Defined *: All major volume in platoon Appendix F - 86
1: Trumble Road & Watson Road
HCM 7th TWSC 16 2050 With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 1
Intersection
Int Delay, s/veh 8.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 40 43 240 22 0 41 0 192 0 1 0
Future Vol, veh/h 0 40 43 240 22 0 41 0 192 0 1 0
C o n f l i c t i n g P e d s , # / h r 000000000000
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 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 0 42 45 253 23 0 43 0 202 0 1 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 23 0 0 87 0 0 594 593 65 571 616 23 Stage 1 - ----- 6 5 6 5- 5 2 8 5 2 8-
Stage 2 - ----- 5 2 9 5 2 8- 4 2 8 7-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 C r i t i c a l H d w y S t g 1 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- C r i t i c a l H d w y S t g 2 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1592 - - 1509 - - 417 418 999 432 406 1054 Stage 1 - ----- 9 4 6 8 4 1- 5 3 4 5 2 7-
Stage 2 - ----- 5 3 3 5 2 7- 9 7 2 8 2 2-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1592 - - 1509 - - 345 347 999 286 337 1054 Mov Cap-2 Maneuver - ----- 3 4 5 3 4 7- 2 8 6 3 3 7-
Stage 1 - ----- 9 4 6 8 4 1- 4 4 3 4 3 8-
Stage 2 - ----- 4 4 2 4 3 8- 7 7 6 8 2 2-
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 7.21 12.12 15.71

HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 749 1592 - - 1489 - - 337
HCM Lane V/C Ratio 0.327 - - - 0.167 - - 0.003
HCM Ctrl Dly (s/v) 12.1 0 - - 7.9 0 - 15.7
HCM Lane LOS B A - - A A - C
HCM 95th %tile Q(veh) 1.4 0 - - 0.6 - - 0
Appendix F - 87
2: Trumble Road & Driveway 1
HCM 7th TWSC 16 2050 With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 2
Intersection
Int Delay, s/veh 0.4
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 13 6 227 8 2 282
Future Vol, veh/h 13 6 227 8 2 282
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 - - - 0 -
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 14 6 239 8 2 297
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 544 243 0 0 247 0
Stage 1 243 -----
Stage 2 301 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
C r i t i c a l H d w y S t g 1 5 . 4 2-----
C r i t i c a l H d w y S t g 2 5 . 4 2-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 500 796 - - 1318 -
Stage 1 797 -----
Stage 2 751 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 499 796 - - 1318 -
Mov Cap-2 Maneuver 580 -----
Stage 1 797 -----
Stage 2 750 -----
Approach WB NB SB
HCM Ctrl Dly, s/v 10.86 0 0.05

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 634 1318 -
HCM Lane V/C Ratio - - 0.032 0.002 -
HCM Ctrl Dly (s/v) - - 10.9 7.7 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.1 0 -
Appendix F - 88
3: Trumble Road & Driveway 2
HCM 7th TWSC 16 2050 With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 3
Intersection
Int Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l , v e h / h 005 3 0044 2 0 6 1 31 2 8 10 F u t u r e V o l , v e h / h 005 3 0044 2 0 6 1 31 2 8 10 C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 005 3 2044 2 1 7 1 41 2 9 60
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 523 537 296 530 530 224 296 0 0 231 0 0 Stage 1 298 298 - 232 232 -------
Stage 2 225 239 - 298 298 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 464 450 744 460 455 816 1266 - - 1337 - - Stage 1 711 667 - 771 712 -------
Stage 2 777 708 - 711 667 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 460 449 744 454 453 816 1266 - - 1337 - - Mov Cap-2 Maneuver 611 574 - 605 575 -------
Stage 1 710 666 - 768 710 -------
Stage 2 771 705 - 705 666 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.88 11.12 0.14 0.03

HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1266 - - 744 624 1337 - -
HCM Lane V/C Ratio 0.003 - - 0.007 0.057 0.001 - -
HCM Ctrl Dly (s/v) 7.9 - - 9.9 11.1 7.7 - -
HCM Lane LOS A - - A B A - -
HCM 95th %tile Q(veh) 0 - - 0 0.2 0 - -
Appendix F - 89
4: Trumble Road & Illinois Avenue
HCM 7th TWSC 16 2050 With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 4
Intersection
Int Delay, s/veh 2.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 15 0 100 1 0 0 63 203 0 0 299 14
Future Vol, veh/h 15 0 100 1 0 0 63 203 0 0 299 14
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 98 ----- 9 9-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 16 0 105 1 0 0 66 214 0 0 315 15
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 668 668 322 661 676 214 329 0 0 214 0 0 Stage 1 322 322 - 346 346 -------
Stage 2 346 346 - 315 329 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 372 379 719 376 375 826 1230 - - 1356 - - Stage 1 690 651 - 669 635 -------
Stage 2 669 635 - 696 646 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 352 358 719 303 355 826 1230 - - 1356 - - Mov Cap-2 Maneuver 528 507 - 455 485 -------
Stage 1 690 651 - 633 601 -------
Stage 2 633 601 - 594 646 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 11.02 12.93 1.92 0

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1230 - - 528 719 455 1356 - -
HCM Lane V/C Ratio 0.054 - - 0.03 0.146 0.002 - - -
HCM Ctrl Dly (s/v) 8.1 - - 12 10.9 12.9 0 - -
HCM Lane LOS A - - BBBA - -
HCM 95th %tile Q(veh) 0.2 - - 0.1 0.5 0 0 - -
Appendix F - 90
~ l+ ~ l+
5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 16 2050 With Prj PM Trumble Watson.syn
Synchro 12 Report Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 169 1174 288 233 1006 76 359 92 267 92 109 228 Future Volume (veh/h) 169 1174 288 233 1006 76 359 92 267 92 109 228 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width 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 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 178 1236 303 245 1059 80 378 97 281 97 115 240 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 186 1068 905 111 909 69 186 93 271 111 97 202 Arrive On Green 0.10 0.57 0.57 0.06 0.53 0.53 0.10 0.22 0.22 0.06 0.18 0.18 Sat Flow, veh/h 1781 1870 1585 1781 1717 130 1781 423 1226 1781 540 1127 Grp Volume(v), veh/h 178 1236 303 245 0 1139 378 0 378 97 0 355 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1847 1781 0 1650 1781 0 1667 Q Serve(g_s), s 11.9 68.5 12.2 7.5 0.0 63.5 12.5 0.0 26.5 6.5 0.0 21.5 Cycle Q Clear(g_c), s 11.9 68.5 12.2 7.5 0.0 63.5 12.5 0.0 26.5 6.5 0.0 21.5 Prop In Lane 1.00 1.00 1.00 0.07 1.00 0.74 1.00 0.68
Lane Grp Cap(c), veh/h 186 1068 905 111 0 977 186 0 364 111 0 299 V/C Ratio(X) 0.96 1.16 0.33 2.20 0.00 1.17 2.04 0.00 1.04 0.87 0.00 1.19 Avail Cap(c_a), veh/h 186 1068 905 111 0 977 186 0 364 111 0 299 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 53.5 25.8 13.7 56.3 0.0 28.3 53.7 0.0 46.8 55.8 0.0 49.3 Incr Delay (d2), s/veh 54.1 81.7 0.2 568.5 0.0 85.7 485.1 0.0 57.2 47.8 0.0 113.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.0 50.9 4.1 20.9 0.0 48.4 30.6 0.0 16.6 4.3 0.0 18.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 107.6 107.5 13.9 624.7 0.0 113.9 538.8 0.0 104.0 103.6 0.0 162.4 LnGrp LOS F F B FF FF FF
Approach Vol, veh/h 1717 1384 756 452
Approach Delay, s/veh 91.0 204.4 321.4 149.8
Approach LOS FFFF
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 29.0 10.0 71.0 15.0 24.0 15.0 66.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 24.5 5.5 66.5 10.5 19.5 10.5 61.5 Max Q Clear Time (g_c+I1), s 8.5 28.5 9.5 70.5 14.5 23.5 13.9 65.5 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 174.0
HCM 7th LOS F
Appendix F - 91
t
t ., ~ ~
6: Watson Road & US Highway 74
HCM 7th TWSC 16 2050 With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 6
Intersection
Int Delay, s/veh 28.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1679 48 192 1419 75 161
Future Vol, veh/h 1679 48 192 1419 75 161
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 147 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1767 51 202 1494 79 169
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1818 0 2944 909
Stage 1 - - - - 1793 -
Stage 2 - - - - 1151 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 333 - ~ 12 278
Stage 1 - - - - 118 -
Stage 2 - - - - 263 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 333 - ~ 5 278
Mov Cap-2 Maneuver - - - - ~ 71 -
Stage 1 - - - - 118 -
Stage 2 - - - - 104 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 3.71 $ 404.38

HCM LOS F
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 145 - - 333 -
HCM Lane V/C Ratio 1.718 - - 0.606 -
HCM Ctrl Dly (s/v) $ 404.4 - - 31.1 -
HCM Lane LOS F - - D -
HCM 95th %tile Q(veh) 18.1 - - 3.8 -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s
+: Computation Not Defined *: All major volume in platoon Appendix F - 92
5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 11 OY Cumul With Prj AM - Circulation Imp Trumble Watson Cir Imp.syn
Synchro 12 Report Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 193 1125 162 101 968 84 192 73 72 79 85 199 Future Volume (veh/h) 193 1125 162 101 968 84 192 73 72 79 85 199 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width 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 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 203 1184 171 106 1019 88 202 77 76 83 89 209 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 259 1422 634 159 1223 545 315 658 558 134 628 532 Arrive On Green 0.15 0.40 0.40 0.09 0.34 0.34 0.09 0.35 0.35 0.08 0.34 0.34 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 3456 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 203 1184 171 106 1019 88 202 77 76 83 89 209 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 1728 1870 1585 1781 1870 1585 Q Serve(g_s), s 13.2 36.0 8.7 6.9 31.6 4.6 6.8 3.3 3.9 5.4 4.0 12.1 Cycle Q Clear(g_c), s 13.2 36.0 8.7 6.9 31.6 4.6 6.8 3.3 3.9 5.4 4.0 12.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 259 1422 634 159 1223 545 315 658 558 134 628 532 V/C Ratio(X) 0.78 0.83 0.27 0.67 0.83 0.16 0.64 0.12 0.14 0.62 0.14 0.39 Avail Cap(c_a), veh/h 364 1703 760 230 1436 641 389 658 558 200 628 532 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 49.4 32.4 24.2 52.9 36.2 27.3 52.6 26.3 26.5 53.8 27.8 30.5 Incr Delay (d2), s/veh 7.2 3.2 0.2 4.7 3.8 0.1 2.5 0.4 0.5 4.6 0.5 2.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.2 15.2 3.2 3.2 13.7 1.7 3.0 1.6 1.5 2.5 1.8 4.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 56.6 35.5 24.4 57.6 40.0 27.5 55.1 26.6 27.0 58.5 28.3 32.6 LnGrp LOS E D C E D C E C C E C C
Approach Vol, veh/h 1558 1213 355 381
Approach Delay, s/veh 37.0 40.6 42.9 37.2
Approach LOS DDDD
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 11.5 44.7 13.2 50.5 13.4 42.8 20.0 43.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 11.5 21.5 13.5 55.5 11.5 21.5 22.5 46.5 Max Q Clear Time (g_c+I1), s 7.4 5.9 8.9 38.0 8.8 14.1 15.2 33.6 Green Ext Time (p_c), s 0.1 0.5 0.1 8.1 0.2 0.6 0.3 5.6 Intersection Summary
HCM 7th Control Delay, s/veh 38.9
HCM 7th LOS D
Appendix F - 93
5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 12 OY Cumul With Prj PM - Circulation Imp Trumble Watson Cir Imp.syn
Synchro 12 Report Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 162 1118 274 222 958 72 342 88 254 88 104 219 Future Volume (veh/h) 162 1118 274 222 958 72 342 88 254 88 104 219 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width 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 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 171 1177 288 234 1008 76 360 93 267 93 109 231 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 227 1340 598 289 1464 653 469 554 470 145 453 384 Arrive On Green 0.13 0.38 0.38 0.16 0.41 0.41 0.14 0.30 0.30 0.08 0.24 0.24 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 3456 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 171 1177 288 234 1008 76 360 93 267 93 109 231 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 1728 1870 1585 1781 1870 1585 Q Serve(g_s), s 11.1 37.0 16.6 15.2 27.9 3.6 12.1 4.4 17.1 6.1 5.6 15.5 Cycle Q Clear(g_c), s 11.1 37.0 16.6 15.2 27.9 3.6 12.1 4.4 17.1 6.1 5.6 15.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 227 1340 598 289 1464 653 469 554 470 145 453 384 V/C Ratio(X) 0.75 0.88 0.48 0.81 0.69 0.12 0.77 0.17 0.57 0.64 0.24 0.60 Avail Cap(c_a), veh/h 303 1407 627 349 1498 668 504 554 470 191 453 384 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.6 34.8 28.5 48.5 29.0 21.8 50.0 31.3 35.7 53.4 36.6 40.4 Incr Delay (d2), s/veh 7.3 6.5 0.6 11.4 1.3 0.1 6.6 0.7 4.9 4.7 1.3 6.8 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.3 16.4 6.2 7.5 11.5 1.3 5.6 2.1 7.0 2.8 2.7 6.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 57.8 41.3 29.1 59.9 30.3 21.9 56.7 31.9 40.7 58.1 37.9 47.2 LnGrp LOS E D C E C C E C D E D D
Approach Vol, veh/h 1636 1318 720 433
Approach Delay, s/veh 40.9 35.1 47.5 47.2
Approach LOS DDDD
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 12.3 38.1 21.9 47.7 18.8 31.5 17.8 51.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.9 24.1 21.5 45.5 15.5 19.5 18.4 48.6 Max Q Clear Time (g_c+I1), s 8.1 19.1 17.2 39.0 14.1 17.5 13.1 29.9 Green Ext Time (p_c), s 0.0 0.7 0.2 4.2 0.2 0.3 0.2 6.6 Intersection Summary
HCM 7th Control Delay, s/veh 40.8
HCM 7th LOS D
Appendix F - 94
5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 15 2050 With Prj AM - Cir Imp Trumble Watson Cir Imp.syn
Synchro 12 Report Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 201 1181 170 106 1016 88 202 76 76 83 89 208 Future Volume (veh/h) 201 1181 170 106 1016 88 202 76 76 83 89 208 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width 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 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 212 1243 179 112 1069 93 213 80 80 87 94 219 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 285 1599 713 178 1385 618 359 487 413 148 449 380 Arrive On Green 0.16 0.45 0.45 0.10 0.39 0.39 0.10 0.26 0.26 0.08 0.24 0.24 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 3456 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 212 1243 179 112 1069 93 213 80 80 87 94 219 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 1728 1870 1585 1781 1870 1585 Q Serve(g_s), s 10.6 27.8 6.6 5.7 24.6 3.6 5.5 3.1 3.7 4.4 3.8 11.4 Cycle Q Clear(g_c), s 10.6 27.8 6.6 5.7 24.6 3.6 5.5 3.1 3.7 4.4 3.8 11.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 285 1599 713 178 1385 618 359 487 413 148 449 380 V/C Ratio(X) 0.75 0.78 0.25 0.63 0.77 0.15 0.59 0.16 0.19 0.59 0.21 0.58 Avail Cap(c_a), veh/h 465 2217 989 294 1876 837 498 487 413 237 449 380 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.6 21.8 16.0 40.6 25.0 18.5 40.1 26.8 27.0 41.4 28.5 31.4 Incr Delay (d2), s/veh 3.9 1.2 0.2 3.7 1.4 0.1 1.6 0.7 1.0 3.7 1.1 6.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.7 10.6 2.2 2.6 9.7 1.2 2.4 1.5 1.4 2.0 1.7 4.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 41.4 23.0 16.2 44.2 26.4 18.7 41.7 27.5 28.0 45.1 29.6 37.6 L n G r p L O S DCBDCBDCCDCD
Approach Vol, veh/h 1634 1274 373 400
Approach Delay, s/veh 24.7 27.4 35.7 37.4
Approach LOS CCDD
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.3 26.9 11.9 44.7 12.2 25.0 17.5 39.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 21.5 13.5 56.5 11.5 20.5 22.5 47.5 Max Q Clear Time (g_c+I1), s 6.4 5.7 7.7 29.8 7.5 13.4 12.6 26.6 Green Ext Time (p_c), s 0.1 0.5 0.1 10.4 0.2 0.7 0.4 7.5 Intersection Summary
HCM 7th Control Delay, s/veh 28.1
HCM 7th LOS C
Appendix F - 95
6: Watson Road & US Highway 74
HCM 7th Signalized Intersection Summary 15 2050 With Prj AM - Cir Imp Trumble Watson Cir Imp.syn
Synchro 12 Report Page 2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 1317 118 209 1734 59 233
Future Volume (veh/h) 1317 118 209 1734 59 233
I n i t i a l Q ( Q b ) , v e h 000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 1386 124 220 1825 62 245
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
P e r c e n t H e a v y V e h , % 222222
Cap, veh/h 1911 170 275 2680 67 263
Arrive On Green 0.58 0.58 0.15 0.75 0.20 0.20
Sat Flow, veh/h 3394 294 1781 3647 326 1290
Grp Volume(v), veh/h 743 767 220 1825 308 0
Grp Sat Flow(s),veh/h/ln 1777 1817 1781 1777 1622 0
Q Serve(g_s), s 36.3 36.9 14.3 31.1 22.4 0.0
Cycle Q Clear(g_c), s 36.3 36.9 14.3 31.1 22.4 0.0
Prop In Lane 0.16 1.00 0.20 0.80
Lane Grp Cap(c), veh/h 1029 1052 275 2680 331 0
V/C Ratio(X) 0.72 0.73 0.80 0.68 0.93 0.00
Avail Cap(c_a), veh/h 1029 1052 334 2680 331 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 18.3 18.4 49.0 7.5 46.9 0.0
Incr Delay (d2), s/veh 4.4 4.4 10.9 1.4 34.5 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 14.7 15.2 7.0 9.2 12.2 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 22.7 22.8 59.9 8.9 81.4 0.0
LnGrp LOS C C E A F
Approach Vol, veh/h 1510 2045 308
Approach Delay, s/veh 22.7 14.4 81.4
Approach LOS C B F
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 21.0 72.0 93.0 27.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 20.5 63.5 88.5 22.5
Max Q Clear Time (g_c+I1), s 16.3 38.9 33.1 24.4
Green Ext Time (p_c), s 0.2 11.2 23.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 23.0
HCM 7th LOS C
Appendix F - 96
5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 16 2050 With Prj PM - Cir Imp Trumble Watson Cir Imp.syn
Synchro 12 Report Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 169 1174 288 233 1006 76 359 92 267 92 109 228 Future Volume (veh/h) 169 1174 288 233 1006 76 359 92 267 92 109 228 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width 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 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 178 1236 303 245 1059 80 378 97 281 97 115 240 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 234 1632 728 140 1446 645 453 520 441 140 422 358 Arrive On Green 0.13 0.46 0.46 0.08 0.41 0.41 0.13 0.28 0.28 0.08 0.23 0.23 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 3456 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 178 1236 303 245 1059 80 378 97 281 97 115 240 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 1728 1870 1585 1781 1870 1585 Q Serve(g_s), s 9.2 27.5 12.2 7.5 24.0 3.0 10.2 3.8 14.8 5.1 4.8 13.2 Cycle Q Clear(g_c), s 9.2 27.5 12.2 7.5 24.0 3.0 10.2 3.8 14.8 5.1 4.8 13.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 234 1632 728 140 1446 645 453 520 441 140 422 358 V/C Ratio(X) 0.76 0.76 0.42 1.75 0.73 0.12 0.83 0.19 0.64 0.69 0.27 0.67 Avail Cap(c_a), veh/h 234 2555 1140 140 2369 1057 453 520 441 140 422 358 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.9 21.3 17.2 43.9 23.9 17.6 40.4 26.2 30.2 42.8 30.4 33.7 Incr Delay (d2), s/veh 13.7 0.7 0.4 363.9 0.7 0.1 12.6 0.8 6.9 13.5 1.6 9.6 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 4.7 10.3 4.1 17.3 9.3 1.0 5.1 1.8 6.1 2.7 2.3 5.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 53.6 22.1 17.6 407.7 24.6 17.7 52.9 27.0 37.0 56.3 32.0 43.3 LnGrp LOS D C B F C B D C D E C D
Approach Vol, veh/h 1717 1384 756 452
Approach Delay, s/veh 24.6 92.0 43.7 43.2
Approach LOS C F D D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 29.0 10.0 46.3 15.0 24.0 15.0 41.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 24.5 5.5 66.5 10.5 19.5 10.5 61.5 Max Q Clear Time (g_c+I1), s 7.1 16.8 9.5 29.5 12.2 15.2 11.2 26.0 Green Ext Time (p_c), s 0.0 0.9 0.0 12.3 0.0 0.6 0.0 8.7 Intersection Summary
HCM 7th Control Delay, s/veh 51.5
HCM 7th LOS D
Appendix F - 97
6: Watson Road & US Highway 74
HCM 7th Signalized Intersection Summary 16 2050 With Prj PM - Cir Imp Trumble Watson Cir Imp.syn
Synchro 12 Report Page 2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 1679 48 192 1419 75 161
Future Volume (veh/h) 1679 48 192 1419 75 161
I n i t i a l Q ( Q b ) , v e h 000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 1767 51 202 1494 79 169
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
P e r c e n t H e a v y V e h , % 222222
Cap, veh/h 2168 62 256 2769 93 200
Arrive On Green 0.61 0.61 0.14 0.78 0.18 0.18
Sat Flow, veh/h 3621 101 1781 3647 521 1115
Grp Volume(v), veh/h 887 931 202 1494 249 0
Grp Sat Flow(s),veh/h/ln 1777 1852 1781 1777 1644 0
Q Serve(g_s), s 46.1 46.8 13.1 19.2 17.6 0.0
Cycle Q Clear(g_c), s 46.1 46.8 13.1 19.2 17.6 0.0
Prop In Lane 0.05 1.00 0.32 0.68
Lane Grp Cap(c), veh/h 1092 1138 256 2769 294 0
V/C Ratio(X) 0.81 0.82 0.79 0.54 0.85 0.00
Avail Cap(c_a), veh/h 1092 1138 289 2769 294 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 17.8 17.9 49.6 5.0 47.6 0.0
Incr Delay (d2), s/veh 6.6 6.6 12.3 0.8 24.7 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 18.5 19.5 6.6 5.2 9.2 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 24.4 24.5 61.9 5.8 72.3 0.0
LnGrp LOS C C E A E
Approach Vol, veh/h 1818 1696 249
Approach Delay, s/veh 24.4 12.5 72.3
Approach LOS C B E
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 19.7 76.3 96.0 24.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 17.5 69.5 91.5 19.5
Max Q Clear Time (g_c+I1), s 15.1 48.8 21.2 19.6
Green Ext Time (p_c), s 0.1 13.1 16.3 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 22.2
HCM 7th LOS C
Appendix F - 98

Appendix I
VMT Memorandum

m e m o r a n d u m
DATE: May 9, 2025
TO: Christopher Heron, City of Menifee
Ryan Luckert, Environmental Planner, Rincon Consultants, Inc.

FROM: Deepali Chausalkar
Sandipan Bhattacharjee
SUBJECT: Trumble Road and Watson Road Warehouse – VMT Screening

Translutions, Inc. (Translutions) is pleased to provide this memorandum discussing the vehicle miles traveled (VMT) screening f or the proposed project in the City of Menifee in the Riverside County. The proposed project site is located at the southeast corner o f the intersection of Trumble Road and Watson Road in the City of Menifee. The proposed project includes construction of a 328,205 square foot warehouse. Figure 1 shows the site plan for the project.

NEED FOR VMT ANALYSIS
The City of Menifee has adopted CEQA thresholds under Vehicle Miles Traveled (VMT) pursuant to Senate Bill – 743 (SB-743). Based on the City of Menifee’s Traffic Impact Analysis Guidelines for Vehicle Miles Traveled (Updated January, 2022) , the following three screening criteria are applied to effectively screen projects from project-level assessment:

1. Transit Priority Area (TPA) Screening. Projects located within a TPA may be presumed to have a less than significant impact absent substantial evidence to the contrary. This presumption may NOT be appropriate if the project:
 Has a Floor Area Ratio (FAR) of less than 0.75;
 Includes more parking for use by residents, customers, or employees of the project than required by the jurisdiction (if the jurisdiction requires the project to supply parking);
 Is inconsistent with the applicable Sustainable Communities St rategy(as decided by the City of Menifee, with input from the Metropolitan Planning Organization); or
 Replaces affordable residential units with a smaller number of moderate- or high-income residential units.

Based on the evaluation conducted using the WRCOG VMT too l, the proposed project is not located within a TPA.

Therefore, TPA screening criterion does not apply for the proposed project.

2. Low VMT Area Screening. Residential and office projects located within a low VMT-generating area may be presumed to have a less than significant impact absent substantial evidence to the contrary. In addition, other employment-related and mixed-use land use projects may qualify for the use of screening if the project can reasonably be expected to generate VMT per resident, per worker, or per service population that is similar to the existing land uses in the low VMT area.

For this screening in the City of Menifee, the RIVCOM travel forecasting model is used to measure VMT performance for individual jurisdictions and for individual traffic analysis zones (TAZs). Total daily VMT per service population (population plus employment) is the metric used by the City. This presumption may not be appropriate if the project land uses would alter the existing built environment in such a way as to increase the rate or length of vehicle trips.

To identify if the project falls withing the low VMT – generating areas, the WRCOG screening tool was used. Based on the guidelines, a project would result in a significant project-generated VMT impact if the following condition is satisfied:
 The baseline project-generated VMT per service population exceeds the County of Riverside General Plan Buildout VMT per service population.

As mentioned in the City’s Guidelines, the County VMT/service population threshold is 33.6 which is based on Origin Destination OD/VMT per service population methodology for County General Plan Buildout and RIVCOM.

Based on the evaluation done using WRCOG VMT Tool, the proposed project is located within TAZ 1098 and the baseline (2018) project generated VMT per service population (32.96) does not exceed the threshold Jurisdiction VMT tran slutions
the transportatio n solut ions company. ..

Memorandum: Trumble Road and Watson Road Warehouse – VMT Screening May 9, 2025

P:\Rincon - Watson & Trumble\VMT\VMT Memo - Watson Trumble Menifee.docx 2

the transportation solutions company...
per service population (33.6). Figure 2 illustrates the locat ion of the project with respect to the Low VMT area.

Therefore, the project screens out of a VMT analysis and impacts are considered less than significant.

3. Project Type Screening. Local serving retail projects less than 50,000 square feet may be presumed to have a less than significant impact absent substantial evidence to the contrary . Local serving retail generally improves the convenience of shopping close to home and has the effect of reducing vehicle travel. In addition to local serving retail, the following uses can also be presumed to have a less than significant impact absent substantial evidence of the contrary as their uses are local serving in nature:
 Local-serving K-12 schools
 Local parks
 Day care centers
 Local-serving gas stations, banks, restaurants, shopping center  Local-serving hotels (e.g. non-destination hotels)
 Student housing projects on or adjacent to college campuses  Community institutions (Public libraries, fire stations, local government)  Local serving community colleges that are consistent with the assumptions noted in the RTP/SCS  Affordable or supportive housing
 Assisted Living facilities
 Senior housing as defined by the U.S. Department of Housing and urban Development (HUD)  Projects generating less than 110 daily vehicle trips o This generally corresponds to the following “typical” development potentials:
o 11 single family housing units
o 16 multi-family, condominiums, or townhouse housing units o 10,000 sq.ft of office
o 15,000 sq.ft of light industrial
o 63,000 sq.ft. of warehousing
o 79,000 sq.ft. of high cube transload and short-term storage warehouse The proposed project includes construction of a 328,205 square foot wa rehouse which is more than the screening criterion of 63,000 square feet of warehousing space. Therefore, the proposed project does not screen out of a VMT analysis based on this criterion.

CONCLUSION
Based on the above analysis, the project screens out of a VMT analysis as it is located in a low VMT area, and the VMT impacts under CEQA are considered to be less than significant.

Source: TIMS/SWITRS Gis Map Figure 1
Trumble Road and Watson Road Warehouse
Project Site Plan
the transportation solutions company...

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PROJECT INFORMATION

TABULATION
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ifil

OFFICIAL USE ONLY
Source: TIMS/SWITRS Gis Map Figure 2
Trumble Road and Watson Road Warehouse
Low VMT Area Screening
the transportation solutions company...

P:\Rincon - Watson & Trumble\VMT\Z30 LowVMT.xlsx (5/9/2025) Watson Rd, Menif• X 0..

Complete #1-4, Then Click •Run• x •
Input Output
Output_Parcels
The res ult is dre wn on n: he map_ ••• X
Selected Project Area
The res ult is dra wn on n: e ma p_ ••• X
Low VMT Generating TAZs
The res ult is dre wn on n: e map_ ••• X
roo& ltlldf:@Stik •J+l:441
Outp ut_Parcelsj Selected oj ect Aree l ow VMT Generat ing TAZs Parcels (Zoo m in to v'ew) WRCOG C ·es WRCOG Bound_a_ry~~­ i!! Opt io ns ,,.. I F ,er by map extent I O Zoom to ~ Clear selection C Re 'resh OBJECTID Co p letely w· hin a TPA? w· in a low VMT generat ing TAZ? No (Fei l) Yes ( ass)
translutions
Watson Rd
Parcel: 3292 40 045
APN 329240045
Note
layers
•l!J Outpvt.f'ln; e1,
D
•rJ TAZ80t.rod,r,e, rzoom,ntov ew)
•fa WRCOGUt:u
Co,
(1 =
Scre e ning res ults a re b e.sed o n locat io n of p c.reel 0 centro,ds. I' resu <Sare d esired considering -he fu ll p arcel, p lease re'erto the associated m ap layers to
visually review p arcel and TAZ b oundary
relat;o nship.

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