T RACT MAP 6343
CLOVIS , C ALIFORNIA
PUBLIC REVIEW DRAFT ENVIRONMENTAL I MPACT REPORT
J ANUARY 202 4
This page intentionally left blank
1424
AGENDA ITEM NO. 13.
PUBLIC REVIEW DRAFT ENVIRONMENTAL I MPACT REPORT
J ANUARY 202 4
T RACT MAP 6343
CLOVIS , C ALIFORNIA
APPENDIX F
TRAFFIC NOISE MODEL OUTPUTS
1425
AGENDA ITEM NO. 13.
T RACT MAP 6343
CLOVIS , C ALIFORNIA
PUBLIC REVIEW DRAFT ENVIRONMENTAL I MPACT REPORT
J ANUARY 202 4
This page intentionally left blank
1426
AGENDA ITEM NO. 13.
TABLE Existing without Project-01
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: International Avenue between Willow Avenue and Minnewawa Avenue
NOTES: TM 6343 - Existing without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 1620 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 58.98
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 0.0 102.7
_________________________________________________________________ _____
1 1427
AGENDA ITEM NO. 13.
TABLE Existing without Project-02
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Behymer Avenue between Willow Avenue and Minnewawa Avenue
NOTES: TM 6343 - Existing without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 2360 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 60.61
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 61.5 131.9
_________________________________________________________________ _____
2 1428
AGENDA ITEM NO. 13.
TABLE Existing without Project-03
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Behymer Avenue between Minnewawa Avenue and Clovis Avenue
NOTES: TM 6343 - Existing without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 3720 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 62.59
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 83.1 178.5
_________________________________________________________________ _____
3 1429
AGENDA ITEM NO. 13.
TABLE Existing without Project-04
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Behymer Avenue between Clovis Avenue and Baron Avenue
NOTES: TM 6343 - Existing without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 3720 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 62.59
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 83.1 178.5
_________________________________________________________________ _____
4 1430
AGENDA ITEM NO. 13.
TABLE Existing without Project-05
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Shepherd Avenue between Willow Avenue and Minnewawa Avenue
NOTES: TM 6343 - Existing without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 10330 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 18 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 67.10
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 92.3 195.8 420.3
_________________________________________________________________ _____
5 1431
AGENDA ITEM NO. 13.
TABLE Existing without Project-06
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Shepherd Avenue between Minnewawa Avenue and Clovis Avenue
NOTES: TM 6343 - Existing without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 9420 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 18 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 66.70
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 87.0 184.2 395.3
_________________________________________________________________ _____
6 1432
AGENDA ITEM NO. 13.
TABLE Existing without Project-07
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Shepherd Avenue between Clovis Avenue and Sunnyside Avenue
NOTES: TM 6343 - Existing without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 8060 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 18 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 66.02
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 78.8 166.2 356.4
_________________________________________________________________ _____
7 1433
AGENDA ITEM NO. 13.
TABLE Existing without Project-08
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Shepherd Avenue between Sunnyside Avenue and Fowler Avenue
NOTES: TM 6343 - Existing without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 7040 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 12 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 65.93
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 71.2 151.6 325.6
_________________________________________________________________ _____
8 1434
AGENDA ITEM NO. 13.
TABLE Existing without Project-09
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Herndon Avenue between State Route 168 Eastbound Ramps and Clovis Avenue
NOTES: TM 6343 - Existing without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 37560 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 60 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 69.31
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
102.4 188.5 389.6 831.3
_________________________________________________________________ _____
9 1435
AGENDA ITEM NO. 13.
TABLE Existing without Project-10
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Willow Avenue between International Avenue and Behymer Avenue
NOTES: TM 6343 - Existing without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 8350 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 36 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 65.03
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 86.3 172.7 365.6
_________________________________________________________________ _____
10 1436
AGENDA ITEM NO. 13.
TABLE Existing without Project-11
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Willow Avenue between Behymer Avenue and Shepherd Avenue
NOTES: TM 6343 - Existing without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 14520 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 36 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 67.43
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
63.8 118.9 246.8 527.2
_________________________________________________________________ _____
11 1437
AGENDA ITEM NO. 13.
TABLE Existing without Project-12
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Minnewawa Avenue between International Avenue and Behymer Avenue
NOTES: TM 6343 - Existing without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 6020 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 64.68
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 53.3 114.3 246.0
_________________________________________________________________ _____
12 1438
AGENDA ITEM NO. 13.
TABLE Existing without Project-13
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Minnewawa Avenue between Behymer Avenue and Shepherd Avenue
NOTES: TM 6343 - Existing without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 4830 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 63.72
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 98.8 212.4
_________________________________________________________________ _____
13 1439
AGENDA ITEM NO. 13.
TABLE Existing without Project-14
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Baron Avenue between Behymer Avenue and Perrin Avenue
NOTES: TM 6343 - Existing without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 0 SPEED (MPH): 25 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 12 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 20.15
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 0.0 0.0
_________________________________________________________________ _____
14 1440
AGENDA ITEM NO. 13.
TABLE Existing without Project-15
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Baron Avenue between Perrin Avenue and Clovis Avenue
NOTES: TM 6343 - Existing without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 0 SPEED (MPH): 25 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 12 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 20.15
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 0.0 0.0
_________________________________________________________________ _____
15 1441
AGENDA ITEM NO. 13.
TABLE Existing without Project-16
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Baron Avenue and Shepherd Avenue
NOTES: TM 6343 - Existing without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 1410 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 56.87
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 0.0 96.3
_________________________________________________________________ _____
16 1442
AGENDA ITEM NO. 13.
TABLE Existing without Project-17
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Shepherd Avenue and Teague Avenue
NOTES: TM 6343 - Existing without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 4570 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 61.98
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 97.8 205.7
_________________________________________________________________ _____
17 1443
AGENDA ITEM NO. 13.
TABLE Existing without Project-18
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Teague Avenue and Nees Avenue
NOTES: TM 6343 - Existing without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 8220 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 64.53
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 69.4 142.3 303.0
_________________________________________________________________ _____
18 1444
AGENDA ITEM NO. 13.
TABLE Existing without Project-19
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Nees Avenue and Alluvial Avenue
NOTES: TM 6343 - Existing without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 10870 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 65.74
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 82.0 170.6 364.7
_________________________________________________________________ _____
19 1445
AGENDA ITEM NO. 13.
TABLE Existing without Project-20
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Alluvial Avenue and Herndon Avenue
NOTES: TM 6343 - Existing without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 17260 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 67.75
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 109.4 231.2 495.9
_________________________________________________________________ _____
20 1446
AGENDA ITEM NO. 13.
TABLE Existing with Project-01
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: International Avenue between Willow Avenue and Minnewawa Avenue
NOTES: TM 6343 - Existing with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 1670 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 59.11
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 0.0 104.8
_________________________________________________________________ _____
21 1447
AGENDA ITEM NO. 13.
TABLE Existing with Project-02
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Behymer Avenue between Willow Avenue and Minnewawa Avenue
NOTES: TM 6343 - Existing with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 2630 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 61.08
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 66.0 141.7
_________________________________________________________________ _____
22 1448
AGENDA ITEM NO. 13.
TABLE Existing with Project-03
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Behymer Avenue between Minnewawa Avenue and Clovis Avenue
NOTES: TM 6343 - Existing with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 4170 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 63.09
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 89.6 192.6
_________________________________________________________________ _____
23 1449
AGENDA ITEM NO. 13.
TABLE Existing with Project-04
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Behymer Avenue between Clovis Avenue and Baron Avenue
NOTES: TM 6343 - Existing with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 4170 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 63.09
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 89.6 192.6
_________________________________________________________________ _____
24 1450
AGENDA ITEM NO. 13.
TABLE Existing with Project-05
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Shepherd Avenue between Willow Avenue and Minnewawa Avenue
NOTES: TM 6343 - Existing with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 11330 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 18 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 67.50
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 97.9 208.1 447.0
_________________________________________________________________ _____
25 1451
AGENDA ITEM NO. 13.
TABLE Existing with Project-06
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Shepherd Avenue between Minnewawa Avenue and Clovis Avenue
NOTES: TM 6343 - Existing with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 10870 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 18 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 67.32
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 95.4 202.5 434.8
_________________________________________________________________ _____
26 1452
AGENDA ITEM NO. 13.
TABLE Existing with Project-07
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Shepherd Avenue between Clovis Avenue and Sunnyside Avenue
NOTES: TM 6343 - Existing with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 8780 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 18 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 66.40
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 83.2 175.9 377.2
_________________________________________________________________ _____
27 1453
AGENDA ITEM NO. 13.
TABLE Existing with Project-08
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Shepherd Avenue between Sunnyside Avenue and Fowler Avenue
NOTES: TM 6343 - Existing with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 7600 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 12 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 66.26
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 74.8 159.4 342.7
_________________________________________________________________ _____
28 1454
AGENDA ITEM NO. 13.
TABLE Existing with Project-09
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Herndon Avenue between State Route 168 Eastbound Ramps and Clovis Avenue
NOTES: TM 6343 - Existing with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 39010 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 60 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 69.48
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
104.1 192.8 399.3 852.5
_________________________________________________________________ _____
29 1455
AGENDA ITEM NO. 13.
TABLE Existing with Project-10
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Willow Avenue between International Avenue and Behymer Avenue
NOTES: TM 6343 - Existing with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 8840 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 36 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 65.28
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 89.0 179.1 379.6
_________________________________________________________________ _____
30 1456
AGENDA ITEM NO. 13.
TABLE Existing with Project-11
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Willow Avenue between Behymer Avenue and Shepherd Avenue
NOTES: TM 6343 - Existing with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 14790 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 36 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 67.51
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
64.3 120.3 249.8 533.7
_________________________________________________________________ _____
31 1457
AGENDA ITEM NO. 13.
TABLE Existing with Project-12
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Minnewawa Avenue between International Avenue and Behymer Avenue
NOTES: TM 6343 - Existing with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 6180 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 64.79
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 54.3 116.3 250.3
_________________________________________________________________ _____
32 1458
AGENDA ITEM NO. 13.
TABLE Existing with Project-13
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Minnewawa Avenue between Behymer Avenue and Shepherd Avenue
NOTES: TM 6343 - Existing with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 4830 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 63.72
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 98.8 212.4
_________________________________________________________________ _____
33 1459
AGENDA ITEM NO. 13.
TABLE Existing with Project-14
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Baron Avenue between Behymer Avenue and Perrin Avenue
NOTES: TM 6343 - Existing with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 3330 SPEED (MPH): 25 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 12 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 55.37
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 0.0 65.5
_________________________________________________________________ _____
34 1460
AGENDA ITEM NO. 13.
TABLE Existing with Project-15
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Baron Avenue between Perrin Avenue and Clovis Avenue
NOTES: TM 6343 - Existing with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 5050 SPEED (MPH): 25 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 12 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 57.18
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 0.0 85.8
_________________________________________________________________ _____
35 1461
AGENDA ITEM NO. 13.
TABLE Existing with Project-16
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Baron Avenue and Shepherd Avenue
NOTES: TM 6343 - Existing with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 6460 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 63.48
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 60.4 121.8 258.4
_________________________________________________________________ _____
36 1462
AGENDA ITEM NO. 13.
TABLE Existing with Project-17
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Shepherd Avenue and Teague Avenue
NOTES: TM 6343 - Existing with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 7460 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 64.11
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 65.6 133.6 284.2
_________________________________________________________________ _____
37 1463
AGENDA ITEM NO. 13.
TABLE Existing with Project-18
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Teague Avenue and Nees Avenue
NOTES: TM 6343 - Existing with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 10890 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 65.75
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 82.1 170.9 365.2
_________________________________________________________________ _____
38 1464
AGENDA ITEM NO. 13.
TABLE Existing with Project-19
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Nees Avenue and Alluvial Avenue
NOTES: TM 6343 - Existing with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 13040 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 66.53
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 91.7 192.3 411.6
_________________________________________________________________ _____
39 1465
AGENDA ITEM NO. 13.
TABLE Existing with Project-20
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Alluvial Avenue and Herndon Avenue
NOTES: TM 6343 - Existing with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 19320 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 68.24
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
58.6 117.5 249.0 534.4
_________________________________________________________________ _____
40 1466
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) without
Project-01
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: International Avenue between Willow Avenue and Minnewawa Avenue
NOTES: TM 6343 - Near-Term (2026) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 1900 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 59.67
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 53.3 114.2
_________________________________________________________________ _____
41 1467
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) without
Project-02
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Behymer Avenue between Willow Avenue and Minnewawa Avenue
NOTES: TM 6343 - Near-Term (2026) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 2830 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 61.40
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 69.3 148.8
_________________________________________________________________ _____
42 1468
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) without
Project-03
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Behymer Avenue between Minnewawa Avenue and Clovis Avenue
NOTES: TM 6343 - Near-Term (2026) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 4140 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 63.05
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 89.2 191.7
_________________________________________________________________ _____
43 1469
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) without
Project-04
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Behymer Avenue between Clovis Avenue and Baron Avenue
NOTES: TM 6343 - Near-Term (2026) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 4060 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 62.97
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 88.0 189.2
_________________________________________________________________ _____
44 1470
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) without
Project-05
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Shepherd Avenue between Willow Avenue and Minnewawa Avenue
NOTES: TM 6343 - Near-Term (2026) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 26560 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 18 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 71.20
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
80.9 170.8 366.3 788.2
_________________________________________________________________ _____
45 1471
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) without
Project-06
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Shepherd Avenue between Minnewawa Avenue and Clovis Avenue
NOTES: TM 6343 - Near-Term (2026) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 23160 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 18 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 70.61
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
74.2 156.1 334.4 719.4
_________________________________________________________________ _____
46 1472
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) without
Project-07
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Shepherd Avenue between Clovis Avenue and Sunnyside Avenue
NOTES: TM 6343 - Near-Term (2026) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 23160 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 18 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 70.61
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
74.2 156.1 334.4 719.4
_________________________________________________________________ _____
47 1473
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) without
Project-08
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Shepherd Avenue between Sunnyside Avenue and Fowler Avenue
NOTES: TM 6343 - Near-Term (2026) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 19270 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 12 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 70.30
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
64.8 137.7 295.8 636.8
_________________________________________________________________ _____
48 1474
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) without
Project-09
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Herndon Avenue between State Route 168 Eastbound Ramps and Clovis Avenue
NOTES: TM 6343 - Near-Term (2026) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 43460 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 60 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 69.95
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
109.4 205.9 428.5 915.8
_________________________________________________________________ _____
49 1475
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) without
Project-10
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Willow Avenue between International Avenue and Behymer Avenue
NOTES: TM 6343 - Near-Term (2026) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 14310 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 36 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 67.37
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
63.3 117.9 244.5 522.1
_________________________________________________________________ _____
50 1476
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) without
Project-11
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Willow Avenue between Behymer Avenue and Shepherd Avenue
NOTES: TM 6343 - Near-Term (2026) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 34310 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 36 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 71.16
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
100.1 204.3 434.7 933.8
_________________________________________________________________ _____
51 1477
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) without
Project-12
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Minnewawa Avenue between International Avenue and Behymer Avenue
NOTES: TM 6343 - Near-Term (2026) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 6890 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 65.27
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 58.3 125.0 269.1
_________________________________________________________________ _____
52 1478
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) without
Project-13
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Minnewawa Avenue between Behymer Avenue and Shepherd Avenue
NOTES: TM 6343 - Near-Term (2026) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 14220 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 68.41
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 94.2 202.6 436.2
_________________________________________________________________ _____
53 1479
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) without
Project-14
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Baron Avenue between Behymer Avenue and Perrin Avenue
NOTES: TM 6343 - Near-Term (2026) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 170 SPEED (MPH): 25 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 12 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 42.45
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 0.0 0.0
_________________________________________________________________ _____
54 1480
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) without
Project-15
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Baron Avenue between Perrin Avenue and Clovis Avenue
NOTES: TM 6343 - Near-Term (2026) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 1990 SPEED (MPH): 25 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 12 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 53.13
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 0.0 0.0
_________________________________________________________________ _____
55 1481
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) without
Project-16
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Baron Avenue and Shepherd Avenue
NOTES: TM 6343 - Near-Term (2026) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 7650 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 64.22
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 66.5 135.8 288.9
_________________________________________________________________ _____
56 1482
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) without
Project-17
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Shepherd Avenue and Teague Avenue
NOTES: TM 6343 - Near-Term (2026) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 10640 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 65.65
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 81.0 168.3 359.6
_________________________________________________________________ _____
57 1483
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) without
Project-18
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Teague Avenue and Nees Avenue
NOTES: TM 6343 - Near-Term (2026) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 14010 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 66.85
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 95.9 201.5 431.7
_________________________________________________________________ _____
58 1484
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) without
Project-19
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Nees Avenue and Alluvial Avenue
NOTES: TM 6343 - Near-Term (2026) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 19840 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 68.36
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
59.4 119.6 253.4 543.9
_________________________________________________________________ _____
59 1485
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) without
Project-20
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Alluvial Avenue and Herndon Avenue
NOTES: TM 6343 - Near-Term (2026) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 25180 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 69.39
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
68.1 139.4 296.7 637.4
_________________________________________________________________ _____
60 1486
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) with
Project-01
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: International Avenue between Willow Avenue and Minnewawa Avenue
NOTES: TM 6343 - Near-Term (2026) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 1950 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 59.78
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 54.2 116.2
_________________________________________________________________ _____
61 1487
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) with
Project-02
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Behymer Avenue between Willow Avenue and Minnewawa Avenue
NOTES: TM 6343 - Near-Term (2026) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 3100 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 61.80
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 73.6 158.1
_________________________________________________________________ _____
62 1488
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) with
Project-03
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Behymer Avenue between Minnewawa Avenue and Clovis Avenue
NOTES: TM 6343 - Near-Term (2026) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 4590 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 63.50
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 95.5 205.3
_________________________________________________________________ _____
63 1489
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) with
Project-04
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Behymer Avenue between Clovis Avenue and Baron Avenue
NOTES: TM 6343 - Near-Term (2026) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 4510 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 63.43
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 94.4 203.0
_________________________________________________________________ _____
64 1490
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) with
Project-05
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Shepherd Avenue between Willow Avenue and Minnewawa Avenue
NOTES: TM 6343 - Near-Term (2026) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 27560 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 18 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 71.36
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
82.8 175.0 375.4 807.8
_________________________________________________________________ _____
65 1491
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) with
Project-06
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Shepherd Avenue between Minnewawa Avenue and Clovis Avenue
NOTES: TM 6343 - Near-Term (2026) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 24610 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 18 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 70.87
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
77.1 162.4 348.2 749.2
_________________________________________________________________ _____
66 1492
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) with
Project-07
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Shepherd Avenue between Clovis Avenue and Sunnyside Avenue
NOTES: TM 6343 - Near-Term (2026) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 23880 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 18 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 70.74
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
75.6 159.2 341.3 734.3
_________________________________________________________________ _____
67 1493
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) with
Project-08
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Shepherd Avenue between Sunnyside Avenue and Fowler Avenue
NOTES: TM 6343 - Near-Term (2026) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 19830 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 12 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 70.43
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
66.0 140.4 301.5 649.0
_________________________________________________________________ _____
68 1494
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) with
Project-09
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Herndon Avenue between State Route 168 Eastbound Ramps and Clovis Avenue
NOTES: TM 6343 - Near-Term (2026) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 44910 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 60 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 70.09
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
111.1 210.1 437.8 936.0
_________________________________________________________________ _____
69 1495
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) with
Project-10
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Willow Avenue between International Avenue and Behymer Avenue
NOTES: TM 6343 - Near-Term (2026) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 14800 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 36 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 67.51
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
64.3 120.3 249.9 533.9
_________________________________________________________________ _____
70 1496
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) with
Project-11
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Willow Avenue between Behymer Avenue and Shepherd Avenue
NOTES: TM 6343 - Near-Term (2026) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 34580 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 36 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 71.20
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
100.5 205.3 437.0 938.7
_________________________________________________________________ _____
71 1497
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) with
Project-12
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Minnewawa Avenue between International Avenue and Behymer Avenue
NOTES: TM 6343 - Near-Term (2026) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 7050 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 65.37
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 59.2 127.0 273.3
_________________________________________________________________ _____
72 1498
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) with
Project-13
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Minnewawa Avenue between Behymer Avenue and Shepherd Avenue
NOTES: TM 6343 - Near-Term (2026) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 14220 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 68.41
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 94.2 202.6 436.2
_________________________________________________________________ _____
73 1499
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) with
Project-14
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Baron Avenue between Behymer Avenue and Perrin Avenue
NOTES: TM 6343 - Near-Term (2026) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 3500 SPEED (MPH): 25 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 12 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 55.59
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 0.0 67.6
_________________________________________________________________ _____
74 1500
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) with
Project-15
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Baron Avenue between Perrin Avenue and Clovis Avenue
NOTES: TM 6343 - Near-Term (2026) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 7040 SPEED (MPH): 25 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 12 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 58.62
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 0.0 106.7
_________________________________________________________________ _____
75 1501
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) with
Project-16
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Baron Avenue and Shepherd Avenue
NOTES: TM 6343 - Near-Term (2026) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 12700 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 66.42
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 90.3 188.9 404.4
_________________________________________________________________ _____
76 1502
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) with
Project-17
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Shepherd Avenue and Teague Avenue
NOTES: TM 6343 - Near-Term (2026) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 13530 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 66.69
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 93.9 197.0 421.8
_________________________________________________________________ _____
77 1503
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) with
Project-18
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Teague Avenue and Nees Avenue
NOTES: TM 6343 - Near-Term (2026) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 16680 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 67.60
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 107.1 226.0 484.7
_________________________________________________________________ _____
78 1504
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) with
Project-19
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Nees Avenue and Alluvial Avenue
NOTES: TM 6343 - Near-Term (2026) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 22010 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 68.81
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
63.0 127.8 271.4 582.8
_________________________________________________________________ _____
79 1505
AGENDA ITEM NO. 13.
TABLE Near-Term (2026) with
Project-20
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Alluvial Avenue and Herndon Avenue
NOTES: TM 6343 - Near-Term (2026) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 27240 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 69.73
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
71.3 146.7 312.6 671.7
_________________________________________________________________ _____
80 1506
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) without
Project-01
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: International Avenue between Willow Avenue and Minnewawa Avenue
NOTES: TM 6343 - Cumulative (2046) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 4420 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 63.34
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 93.1 200.3
_________________________________________________________________ _____
81 1507
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) without
Project-02
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Behymer Avenue between Willow Avenue and Minnewawa Avenue
NOTES: TM 6343 - Cumulative (2046) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 9264 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 66.55
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 70.9 152.3 327.8
_________________________________________________________________ _____
82 1508
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) without
Project-03
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Behymer Avenue between Minnewawa Avenue and Clovis Avenue
NOTES: TM 6343 - Cumulative (2046) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 9833 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 66.81
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 73.7 158.4 341.1
_________________________________________________________________ _____
83 1509
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) without
Project-04
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Behymer Avenue between Clovis Avenue and Baron Avenue
NOTES: TM 6343 - Cumulative (2046) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 10482 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 67.09
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 76.9 165.3 355.9
_________________________________________________________________ _____
84 1510
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) without
Project-05
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Shepherd Avenue between Willow Avenue and Minnewawa Avenue
NOTES: TM 6343 - Cumulative (2046) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 27817 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 18 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 71.40
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
83.3 176.1 377.7 812.9
_________________________________________________________________ _____
85 1511
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) without
Project-06
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Shepherd Avenue between Minnewawa Avenue and Clovis Avenue
NOTES: TM 6343 - Cumulative (2046) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 24210 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 18 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 70.80
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
76.3 160.7 344.4 741.0
_________________________________________________________________ _____
86 1512
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) without
Project-07
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Shepherd Avenue between Clovis Avenue and Sunnyside Avenue
NOTES: TM 6343 - Cumulative (2046) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 24138 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 18 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 70.79
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
76.1 160.4 343.7 739.5
_________________________________________________________________ _____
87 1513
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) without
Project-08
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Shepherd Avenue between Sunnyside Avenue and Fowler Avenue
NOTES: TM 6343 - Cumulative (2046) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 20066 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 12 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 70.48
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
66.5 141.5 303.9 654.2
_________________________________________________________________ _____
88 1514
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) without
Project-09
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Herndon Avenue between State Route 168 Eastbound Ramps and Clovis Avenue
NOTES: TM 6343 - Cumulative (2046) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 47547 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 60 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 70.34
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
114.1 217.6 454.4 972.2
_________________________________________________________________ _____
89 1515
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) without
Project-10
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Willow Avenue between International Avenue and Behymer Avenue
NOTES: TM 6343 - Cumulative (2046) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 14994 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 36 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 67.57
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
64.7 121.3 252.1 538.6
_________________________________________________________________ _____
90 1516
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) without
Project-11
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Willow Avenue between Behymer Avenue and Shepherd Avenue
NOTES: TM 6343 - Cumulative (2046) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 35997 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 36 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 71.37
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
102.9 210.8 448.7 964.1
_________________________________________________________________ _____
91 1517
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) without
Project-12
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Minnewawa Avenue between International Avenue and Behymer Avenue
NOTES: TM 6343 - Cumulative (2046) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 11451 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 67.47
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 81.6 175.4 377.5
_________________________________________________________________ _____
92 1518
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) without
Project-13
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Minnewawa Avenue between Behymer Avenue and Shepherd Avenue
NOTES: TM 6343 - Cumulative (2046) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 15612 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 68.82
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 100.2 215.6 464.2
_________________________________________________________________ _____
93 1519
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) without
Project-14
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Baron Avenue between Behymer Avenue and Perrin Avenue
NOTES: TM 6343 - Cumulative (2046) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 5538 SPEED (MPH): 25 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 12 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 57.58
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 0.0 91.1
_________________________________________________________________ _____
94 1520
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) without
Project-15
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Baron Avenue between Perrin Avenue and Clovis Avenue
NOTES: TM 6343 - Cumulative (2046) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 7867 SPEED (MPH): 25 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 12 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 59.10
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 54.3 114.8
_________________________________________________________________ _____
95 1521
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) without
Project-16
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Baron Avenue and Shepherd Avenue
NOTES: TM 6343 - Cumulative (2046) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 9552 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 65.18
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 75.9 156.8 334.7
_________________________________________________________________ _____
96 1522
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) without
Project-17
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Shepherd Avenue and Teague Avenue
NOTES: TM 6343 - Cumulative (2046) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 15874 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 67.39
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 103.8 218.8 469.0
_________________________________________________________________ _____
97 1523
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) without
Project-18
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Teague Avenue and Nees Avenue
NOTES: TM 6343 - Cumulative (2046) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 17672 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 67.85
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
55.8 111.0 234.8 503.6
_________________________________________________________________ _____
98 1524
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) without
Project-19
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Nees Avenue and Alluvial Avenue
NOTES: TM 6343 - Cumulative (2046) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 20766 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 68.55
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
61.0 123.1 261.2 560.7
_________________________________________________________________ _____
99 1525
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) without
Project-20
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Alluvial Avenue and Herndon Avenue
NOTES: TM 6343 - Cumulative (2046) without Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 26374 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 69.59
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
70.0 143.6 305.9 657.4
_________________________________________________________________ _____
100
1526
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) with
Project-01
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: International Avenue between Willow Avenue and Minnewawa Avenue
NOTES: TM 6343 - Cumulative (2046) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 4470 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 63.39
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 93.8 201.8
_________________________________________________________________ _____
101
1527
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) with
Project-02
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Behymer Avenue between Willow Avenue and Minnewawa Avenue
NOTES: TM 6343 - Cumulative (2046) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 9534 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 66.68
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 72.3 155.2 334.1
_________________________________________________________________ _____
102
1528
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) with
Project-03
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Behymer Avenue between Minnewawa Avenue and Clovis Avenue
NOTES: TM 6343 - Cumulative (2046) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 10283 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 67.01
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 76.0 163.2 351.4
_________________________________________________________________ _____
103
1529
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) with
Project-04
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Behymer Avenue between Clovis Avenue and Baron Avenue
NOTES: TM 6343 - Cumulative (2046) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 10932 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 67.27
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 79.1 170.0 366.0
_________________________________________________________________ _____
104
1530
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) with
Project-05
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Shepherd Avenue between Willow Avenue and Minnewawa Avenue
NOTES: TM 6343 - Cumulative (2046) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 28817 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 18 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 71.56
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
85.2 180.2 386.7 832.2
_________________________________________________________________ _____
105
1531
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) with
Project-06
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Shepherd Avenue between Minnewawa Avenue and Clovis Avenue
NOTES: TM 6343 - Cumulative (2046) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 25660 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 18 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 71.05
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
79.1 167.0 358.0 770.3
_________________________________________________________________ _____
106
1532
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) with
Project-07
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Shepherd Avenue between Clovis Avenue and Sunnyside Avenue
NOTES: TM 6343 - Cumulative (2046) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 24858 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 18 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 70.91
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
77.6 163.5 350.5 754.2
_________________________________________________________________ _____
107
1533
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) with
Project-08
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Shepherd Avenue between Sunnyside Avenue and Fowler Avenue
NOTES: TM 6343 - Cumulative (2046) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 20626 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 12 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 70.60
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
67.7 144.1 309.5 666.3
_________________________________________________________________ _____
108
1534
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) with
Project-09
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Herndon Avenue between State Route 168 Eastbound Ramps and Clovis Avenue
NOTES: TM 6343 - Cumulative (2046) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 48997 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 60 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 70.47
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
115.8 221.6 463.5 991.8
_________________________________________________________________ _____
109
1535
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) with
Project-10
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Willow Avenue between International Avenue and Behymer Avenue
NOTES: TM 6343 - Cumulative (2046) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 15484 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 36 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 67.71
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
65.7 123.7 257.4 550.2
_________________________________________________________________ _____
110
1536
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) with
Project-11
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Willow Avenue between Behymer Avenue and Shepherd Avenue
NOTES: TM 6343 - Cumulative (2046) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 36267 SPEED (MPH): 50 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 36 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 71.41
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
103.4 211.8 451.0 968.9
_________________________________________________________________ _____
111
1537
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) with
Project-12
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Minnewawa Avenue between International Avenue and Behymer Avenue
NOTES: TM 6343 - Cumulative (2046) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 11611 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 67.53
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 82.3 177.0 381.0
_________________________________________________________________ _____
112
1538
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) with
Project-13
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Minnewawa Avenue between Behymer Avenue and Shepherd Avenue
NOTES: TM 6343 - Cumulative (2046) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 15612 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 6 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 68.82
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 100.2 215.6 464.2
_________________________________________________________________ _____
113
1539
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) with
Project-14
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Baron Avenue between Behymer Avenue and Perrin Avenue
NOTES: TM 6343 - Cumulative (2046) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 8868 SPEED (MPH): 25 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 12 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 59.62
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 58.6 124.2
_________________________________________________________________ _____
114
1540
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) with
Project-15
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Baron Avenue between Perrin Avenue and Clovis Avenue
NOTES: TM 6343 - Cumulative (2046) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 12917 SPEED (MPH): 25 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 12 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 61.26
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 0.0 74.7 159.3
_________________________________________________________________ _____
115
1541
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) with
Project-16
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Baron Avenue and Shepherd Avenue
NOTES: TM 6343 - Cumulative (2046) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 14602 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 67.02
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
0.0 98.5 207.1 443.7
_________________________________________________________________ _____
116
1542
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) with
Project-17
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Shepherd Avenue and Teague Avenue
NOTES: TM 6343 - Cumulative (2046) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 18764 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 68.11
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
57.6 115.4 244.3 524.1
_________________________________________________________________ _____
117
1543
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) with
Project-18
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Teague Avenue and Nees Avenue
NOTES: TM 6343 - Cumulative (2046) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 20342 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 68.46
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
60.3 121.5 257.6 553.1
_________________________________________________________________ _____
118
1544
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) with
Project-19
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Nees Avenue and Alluvial Avenue
NOTES: TM 6343 - Cumulative (2046) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 22936 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 68.99
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
64.5 131.2 278.9 599.0
_________________________________________________________________ _____
119
1545
AGENDA ITEM NO. 13.
TABLE Cumulative (2046) with
Project-20
FHWA ROADWAY NOISE LEVEL ANALYSIS
RUN DATE: 02/13/2023
ROADWAY SEGMENT: Clovis Avenue between Alluvial Avenue and Herndon Avenue
NOTES: TM 6343 - Cumulative (2046) with Project
_________________________________________________________________ _____
* * ASSUMPTIONS * *
AVERAGE DAILY TRAFFIC: 28434 SPEED (MPH): 45 GRADE: .5
TRAFFIC DISTRIBUTION PERCENTAGES
DAY EVENING NIGHT
--- ------- -----
AUTOS
75.51 12.57 9.34
M-TRUCKS
1.56 0.09 0.19
H-TRUCKS
0.64 0.02 0.08
ACTIVE HALF-WIDTH (FT): 24 SITE CHARACTERISTICS: SOFT
_________________________________________________________________ _____
* * CALCULATED NOISE LEVELS * *
CNEL AT 50 FT FROM NEAR TRAVEL LANE CENTERLINE (dB) = 69.92
DISTANCE (FEET) FROM ROADWAY CENTERLINE TO CNEL
70 CNEL 65 CNEL 60 CNEL 55 CNEL
------- ------- ------- -------
73.2 150.8 321.6 691.2
_________________________________________________________________ _____
120
1546
AGENDA ITEM NO. 13.
121
1547
AGENDA ITEM NO. 13.
T RACT MAP 6343
CLOVIS , C ALIFORNIA
PUBLIC REVIEW DRAFT ENVIRONMENTAL I MPACT REPORT
J ANUARY 202 4
This page intentionally left blank
1548
AGENDA ITEM NO. 13.
PUBLIC REVIEW DRAFT ENVIRONMENTAL I MPACT REPORT
J ANUARY 202 4
T RACT MAP 6343
CLOVIS , C ALIFORNIA
APPENDIX G
TRAFFIC IMPACT ANALYSIS
1549
AGENDA ITEM NO. 13.
T RACT MAP 6343
CLOVIS , C ALIFORNIA
PUBLIC REVIEW DRAFT ENVIRONMENTAL I MPACT REPORT
J ANUARY 202 4
This page intentionally left blank
1550
AGENDA ITEM NO. 13.
August 2023
T R A N S P O R T A T I O N I M P A C T A N A LY S I S
TRACT MAP 6343 PROJECT
CLOVIS, FRESNO COUNTY, CALIFORNIA
1551
AGENDA ITEM NO. 13.
August 2023
T R A N S P O R T A T I O N I M P A C T A N A LY S I S
TRACT MAP 6343 PROJECT
CLOVIS, FRESNO COUNTY, CALIFORNIA
Prepared for:
City of Clovis
1033 Fifth Street
Clovis, California 93612
Prepared by:
LSA
1500 Iowa Avenue, Suite 200
Riverside, California 92507
951.781.9310
Project No. CIT2201
1552
AGENDA ITEM NO. 13.
i
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)
TABLE OF CONTENTS
TABLE OF CONTENTS ............................................................................................................................... i LIST OF ABBREVIATIONS AND ACRONYMS............................................................................................. v
1.0 INTRODUCTION................................................................................................ 1-1
1.1 Project Description............................................................................................................1-1
1.2 CEQA Vehicle Miles Traveled Analysis ..............................................................................1-2
1.3 Local Transportation Analysis Study Area.........................................................................1-2
1.3.1 Study Intersections.............................................................................................................1-3
1.3.2 Roadway Segments ............................................................................................................1-3
1.4 List of Chapter 1.0 Figures.................................................................................................1-4
2.0 VEHICLE MILES TRAVELED ANALYSIS................................................................. 2-1
2.1 Methodology.....................................................................................................................2-1
2.1.1 Thresholds of Significance ..................................................................................................2-1
2.1.2 Project Traffic Analysis Zone Update..................................................................................2-2
2.1.3 Model Runs and Project Vehicle Miles Traveled Estimation ..............................................2-2
2.2 Project Vehicle Miles Traveled Analysis............................................................................2-2
2.3 VMT REDUCTION MEASURES – PROJECT DESIGN FEATURES AND MITIGATION MEASUREs.........................................................................................................................2-2
2.4 List of Chapter 2.0 Tables..................................................................................................2-6
3.0 LOCAL TRANSPORTATION ANALYSIS METHODOLOGY....................................... 3-9
3.1 Level of Service Definitions...............................................................................................3-9
3.2 Level of Service Procedures and Standards......................................................................3-9
3.3 List of Chapter 3.0 Tables................................................................................................3-11
4.0 CIRCULATION NETWORK SETTING .................................................................... 4-1
4.1 Existing Circulation Network .............................................................................................4-1
4.2 Transit, Bicycles, and Pedestrians.....................................................................................4-3
4.2.1 Transit Network..................................................................................................................4-3
4.2.2 Bicycle Network..................................................................................................................4-3
4.2.3 Pedestrian Network............................................................................................................4-3
4.3 List of Chapter 4.0 Figures.................................................................................................4-4
5.0 TRAFFIC VOLUMES FOR WITHOUT PROJECT SCENARIOS ................................... 5-1
5.1 Existing Traffic Volumes....................................................................................................5-1
5.2 Near-Term (2026) Without Project Traffic Volumes.........................................................5-1
5.3 Cumulative (2046) Without Project Traffic Volumes........................................................5-2
5.4 List of Chapter 4.0 Figures and Tables ..............................................................................5-2
6.0 PROJECT TRAFFIC ............................................................................................. 6-1
6.1 Project Trip Generation.....................................................................................................6-1
6.2 Project Trip Distribution and Assignment.........................................................................6-1
6.3 List of Chapter 6.0 Figures and Tables ..............................................................................6-1
7.0 TRAFFIC VOLUMES FOR PLUS PROJECT SCENARIOS........................................... 7-1
7.1 List of Chapter 7.0 Figures.................................................................................................7-1 1553
AGENDA ITEM NO. 13.
ii
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)
8.0 INTERSECTION LEVELS OF SERVICE.................................................................... 8-1
8.1 Existing Levels of Service...................................................................................................8-1
8.1.1 Study Intersections.............................................................................................................8-1
8.1.2 Roadway Segments ............................................................................................................8-1
8.2 Existing Plus Project Levels of Service...............................................................................8-1
8.2.1 Study Intersections.............................................................................................................8-1
8.2.2 Roadway Segments ............................................................................................................8-2
8.3 Near-Term (2026) Plus Project Levels of Service ..............................................................8-2
8.3.1 Study Intersections.............................................................................................................8-2
8.3.2 Roadway Segments ............................................................................................................8-2
8.4 Cumulative (2046) Without Project Levels of Service.......................................................8-3
8.4.1 Study Intersections.............................................................................................................8-3
8.4.2 Roadway Segments ............................................................................................................8-3
8.5 Cumulative (2046) Plus Project Levels of Service .............................................................8-4
8.5.1 Study Intersections.............................................................................................................8-4
8.5.2 Roadway Segments ............................................................................................................8-4
8.6 List of Chapter 8.0 Tables..................................................................................................8-5
9.0 CIRCULATION IMPROVEMENTS AND FUNDING SOURCES.................................. 9-1
9.1 Recommended Improvements .........................................................................................9-1
9.2 Funding Sources and Mechanisms....................................................................................9-1
9.2.1 City of Clovis Development Impact Fee Program...............................................................9-2
9.2.2 Project Fair Share................................................................................................................9-2
9.3 List of Chapter 9.0 Figures and Tables ..............................................................................9-3
10.0 INTERSECTION QUEUING ANALYSIS ................................................................ 10-1
10.1 List of Chapter 10.0 Tables..............................................................................................10-1
11.0 SITE DISTANCE ANALYSIS AND SAFE ROUTES TO SCHOOL ANALYSIS................ 11-1
11.1 Sight Distance Analysis....................................................................................................11-1
11.2 Safe Routes to School......................................................................................................11-2
11.3 List of Chapter 11.0 Figures.............................................................................................11-3
12.0 CALTRANS FREEWAY QUEUING ANALYSIS....................................................... 12-1
12.1 Freeway Queuing Analysis ..............................................................................................12-1
12.2 List of Chapter 12.0 Tables..............................................................................................12-2
13.0 SUMMARY AND CONCLUSIONS ...................................................................... 13-1
13.1 Vehicle Miles Traveled Analysis Summary ......................................................................13-1
13.2 Existing Conditions Summary..........................................................................................13-1
13.3 Near-term (2026) Conditions Summary..........................................................................13-1
13.4 Cumulative (2046) Conditions Summary ........................................................................13-1
13.5 Improvements Summary.................................................................................................13-1
13.6 Queueing Analysis Summary...........................................................................................13-1
13.7 Sight Distance Analysis Summary....................................................................................13-2
13.8 Safe Routes to School Analysis Summary .......................................................................13-2
13.9 Freeway Queuing Analysis Summary ..............................................................................13-2 1554
AGENDA ITEM NO. 13.
iii
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)
FIGURES
Figure 1-1: Regional and Project Location...........................................................................................1-5 Figure 1-2: Tentative Subdivision Map................................................................................................1-6 Figure 1-3: Study Area Intersections...................................................................................................1-7 Figure 4-1: City of Clovis Roadway Classifications...............................................................................4-5 Figure 4-2: Existing Study Intersection Geometrics and Traffic Control .............................................4-6 Figure 4-3: Study Intersection Geometrics and Traffic Control under ‘Plus Project’ Scenarios..........4-7 Figure 4-4: City of Clovis Existing Bicycle Facilities..............................................................................4-8 Figure 4-5: City of Clovis Proposed Bicycle Facilities...........................................................................4-9 Figure 4-6: City of Clovis Existing Sidewalk Facilities.........................................................................4-10 Figure 4-7: City of Clovis Existing and Proposed Trails and Mid-Block Crossings..............................4-11 Figure 5-1: Existing Peak-Hour Traffic Volumes..................................................................................5-3 Figure 5-2: Cumulative Project Locations............................................................................................5-4 Figure 5-3: Cumulative Project Trip Assignment.................................................................................5-5 Figure 5-4: Near-Term (2026) without Project Peak-Hour Traffic Volumes........................................5-6 Figure 5-5: Cumulative (2046) without Project Peak-Hour Traffic Volumes.......................................5-7 Figure 6-1: Project Trip Distribution....................................................................................................6-2 Figure 6-2: Project Trip Assignment....................................................................................................6-3 Figure 7-1: Existing Plus Project Peak-Hour Traffic Volumes ..............................................................7-2 Figure 7-2: Near-Term (2026) Plus Project Peak-Hour Traffic Volumes..............................................7-3 Figure 7-3: Cumulative (2046) Plus Project Peak-Hour Traffic Volumes.............................................7-4 Figure 9-1: Existing Plus Project with Improvements Study Intersection Geometrics and Traffic Control.............................................................................................................................9-4 Figure 9-2: Near-Term (2026) Plus Project with Improvements Study Intersection Geometrics and Traffic Control......................................................................................................................9-5 Figure 9-3: Cumulative (2046) Plus Project with Improvements Study Intersection Geometrics and Traffic Control..................................................................................................9-6 Figure 11-1: Sight Distance Analysis at Baron Avenue/Project Driveway 4 ......................................11-4 Figure 11-2: Sight Distance Analysis at Baron Avenue/Project Driveway 5 ......................................11-5 Figure 11-3: Sight Distance Analysis at Baron Avenue/Project Driveway 6 ......................................11-6 Figure 11-4: Sight Distance Analysis at Baron Avenue/Perrin Avenue .............................................11-7 TABLES
Table 2-A: Existing (2019) Regional and Project VMT per Capita........................................................2-7 Table 2-B: Calculated VMT Reduction with Project Mitigation...........................................................2-8 Table 3-A: Intersection Level of Service Definitions..........................................................................3-12 Table 3-B: Roadway Segment Level of Service Definitions ...............................................................3-12 Table 3-C: Level of Service Criteria for Unsignalized and Signalized Intersections...........................3-13 Table 3-D: Roadway Segment Capacity and Levels of Service ..........................................................3-14 Table 5-A: Existing Roadway Segment Peak-Hour Traffic Volumes....................................................5-8 Table 5-B: Cumulative Projects Trip Generation.................................................................................5-9 Table 5-C: Near-Term (2026) Roadway Segment Peak-Hour Traffic Volumes..................................5-15 Table 5-D: Cumulative (2046) Roadway Segment Peak-Hour Traffic Volumes.................................5-16 Table 6-A: Project Trip Generation......................................................................................................6-4 1555
AGENDA ITEM NO. 13.
iv
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23) Table 8-A: Existing Intersection Levels of Service ...............................................................................8-6 Table 8-B: Existing Roadway Segment Levels of Service .....................................................................8-7 Table 8-C: Near-Term (2026) Intersection Levels of Service...............................................................8-8 Table 8-D: Near-Term (2026) Roadway Segment Levels of Service ....................................................8-9 Table 8-E: Cumulative (2046) Intersection Levels of Service ............................................................8-10 Table 8-F: Cumulative (2046) Roadway Segment Levels of Service..................................................8-11 Table 9-A: Recommended Improvements for Intersections...............................................................9-7 Table 9-B: Existing Plus Project with Recommended Improvements Intersection Levels of Service ........................................................................................................................................9-8 Table 9-C: Near-Term (2026) Plus Project with Recommended Improvements Intersection Levels of Service .........................................................................................................................9-9 Table 9-D: Cumulative (2046) Plus Project with Recommended Improvements Intersection Levels of Service .......................................................................................................................9-10 Table 9-E: Recommended Improvements for Roadway Segments...................................................9-11 Table 9-F: Near-Term (2026) Plus Project with Recommended Improvements Roadway Segments Levels of Service ......................................................................................................9-12 Table 9-G: Cumulative (2046) Plus Project with Recommended Improvements Roadway Segments Levels of Service ......................................................................................................9-13 Table 9-H: Intersection Improvement Funding Mechanism and Fair Share .....................................9-14 Table 9-I: Roadway Segment Improvement Funding Mechanism and Fair Share ............................9-15 Table 10-A: Existing Queuing Analysis...............................................................................................10-2 Table 10-B: Near-Term (2026) Queuing Analysis..............................................................................10-4 Table 10-C: Cumulative (2046) Queuing Analysis .............................................................................10-7 Table 10-D: Existing Plus Project with Improvements Queuing Analysis..........................................10-9 Table 10-E: Near-Term (2026) Plus Project with Improvements Queuing Analysis........................10-11 Table 10-F: Cumulative (2046) Plus Project with Improvements Queuing Analysis.......................10-13 Table 12-A: Caltrans Off-Ramp Speed Differential............................................................................12-3
APPENDICES
A: SCOPING AGREEMENT
B: VMT CALCULATION WORKSHEETS
C: TRAFFIC COUNT SHEETS AND SIGNAL TIMING SHEETS
D: VOLUME DEVELOPMENT WORKSHEETS
E: LEVEL OF SERVICE WORKSHEETS
F: SIGNAL WARRANT ANALYSIS WORKSHEETS
G: QUEUING ANALYSIS WORKSHEETS
H: HCS WORKSHEETS
1556
AGENDA ITEM NO. 13.
v
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)
LIST OF ABBREVIATIONS AND ACRONYMS
ABM Activity Based Model
ADA Americans with Disabilities Act
ATP Active Transportation Plan
Caltrans California Department of Transportation
CEQA California Environmental Quality Act
City City of Clovis
CUSD Clovis Unified School District
FAX Fresno Area Express
Fresno COG Fresno Council of Governments
FTIP Federal Transportation Improvement Program
HCM Highway Capacity Manual
HCM 6 Highway Capacity Manual 6th Edition
HCS Highway Capacity Software
HDM Highway Design Manual
HQTA High-Quality Transit Area
ITE Institute of Transportation Engineers
LOS level of service
LTA Local Transportation Analysis
mph miles per hour
NCHRP National Cooperative Highway Research Program
project Shepherd North Project
RTP Regional Transportation Plan
SR-168 State Route 168
STIP State Transportation Improvement Program
TAZ traffic analysis zone
TIA Traffic Impact Analysis
TIA Guidelines Transportation Impact Analysis Guidelines TIZ Traffic Impact Zone
TWLTL two-way-left-turn lane
VMT vehicle miles traveled
1557
AGENDA ITEM NO. 13.
1-1
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)
1.0 INTRODUCTION
This Transportation Impact Analysis (TIA) has been prepared to assess the potential circulation impacts associated with the proposed Tract Map 6343 Project (project) in Clovis, Fresno County, California. The approximately 71.54-acre project site is bounded by East Behymer Avenue to the north, by the Enterprise Canal to the south and the west, and by agricultural fields to the east. The project site is currently vacant. Figure 1-1 illustrates the regional and project location. (Figures and tables are provided at the end of each chapter.)
This report has been prepared based on the City of Clovis (City) Transportation Impact Analysis Guidelines (TIA Guidelines), adopted October 2022, as well as the requirements established by the City of Fresno and the California Department of Transportation (Caltrans).
While level of service (LOS) analysis is no longer a determinant of California Environmental Quality Act (CEQA) impacts, consistency with the City’s General Plan goals and policies is still required.
Therefore, this TIA includes a Vehicle Miles Traveled (VMT) Analysis for a CEQA Transportation Impact evaluation, and a Local Transportation Analysis (LTA) to satisfy the City’s General Plan transportation goals and policies. The scope of work for this TIA, including scope for the CEQA VMT Analysis and LTA with trip generation, trip distribution, study area, and analysis methodologies, has been approved by City staff as well as the City of Fresno, County of Fresno, and Caltrans via the Scoping Agreement process. A copy of the Scoping Agreement is included as Appendix A.
1.1 PROJECT DESCRIPTION
The proposed project will include the annexation of 246 acres from Fresno County by the City of Clovis. It would also consist of developing 71.54 acres of this annexation area into 590 single-family homes. Currently, no developments have been proposed for the remaining 174.46-acre annexation area. As such, any future developments occurring within the annexation area would require a separate project-specific analysis.
Construction of the proposed project is expected to occur in three phases over a period of 33 months starting in 2023. The first phase of the project would include development of 136 singlefamily residential units, the second phase would include development of 213 single-family residential units, while the third phase would include development of the remaining 241 singlefamily residential units. However, for purposes of this TIA, the entire buildout condition of this project has been considered under all ‘plus project’ conditions. It is anticipated that the entire project buildout will occur in year 2026.
Figure 1-2 illustrates the tentative subdivision map for the project. Access to the project will be provided by the following driveways:
• Three gated ingress and egress driveways along Baron Avenue; • Two gated ingress and egress driveways along Hammel Avenue, including one along the northern extension of Hammel Avenue; and,
1558
AGENDA ITEM NO. 13.
1-2
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23) • Two gated ingress and egress driveway along Perrin Avenue. Based on the site plan, the easterly driveway along Perrin Avenue would operate as the primary driveway for ingress/egress traffic from the residential development south of Perrin Avenue. Therefore, as a conservative estimate, it was estimated that majority of the project traffic from this area (south of Perrin Avenue) will be using the driveway on the east. Hence, only the easterly driveway was considered for the analysis.
All driveways will operate as full-access driveways.
1.2 CEQA VEHICLE MILES TRAVELED ANALYSIS
As per the City’s TIA Guidelines, the project cannot be considered small because it exceeds 53 dwelling units (City’s threshold for screening out single-family home projects from a VMT analysis).
Therefore, a detailed VMT analysis has been conducted for the project. For purposes of this analysis, the project-generated VMT per capita has been obtained from the Fresno Council of Governments (Fresno COG) Activity Based Model (ABM). As per the City’s TIA Guidelines, a significant projectgenerated VMT impact would occur if the project’s VMT per capita exceeds a level of 13 percent below the existing County average VMT per capita provided in the guidelines. The detailed VMT analysis, including the screening criteria evaluation, VMT analysis methodology, results, and appropriate mitigation measures for the proposed project are discussed in Chapter 2.0.
1.3 LOCAL TRANSPORTATION ANALYSIS STUDY AREA
The LTA for the project examines traffic operations in the vicinity of the proposed project under the following five scenarios:
• Existing Conditions
• Existing Plus Project Conditions
• Near-Term Plus Project Conditions
• Cumulative without Project Conditions
• Cumulative Plus Project Conditions
Traffic conditions at study intersections and roadway segments were examined for weekday a.m. and p.m. peak-hour conditions. The a.m. peak hour is defined as the 1 hour of highest traffic volumes occurring between 7:00 a.m. and 9:00 a.m. The p.m. peak hour is the 1 hour of highest traffic volumes occurring between 4:00 p.m. and 6:00 p.m. Additionally, since the project is estimated to be completed in 2026, the Near-Term condition was evaluated for the year 2026.
As per the City’s TIA Guidelines, the extent of the study area should include the following:
• Pedestrian, bicycle, and transit facilities within 0.5 mile from the project site boundary • All intersections of major streets that would provide direct access to the project 1559
AGENDA ITEM NO. 13.
1-3
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23) • All signalized intersections within 0.5 mile of the project site boundary where the project would add 50 or more peak-hour trips, and signalized intersections beyond 0.5 mile where the project would add 100 or more peak-hour trips
• All unsignalized intersections within a 0.5 mile of the project site boundary where the project would add more than 50 peak-hour trips
Based on the aforementioned criteria and as per discussion with the City and adjacent jurisdictions during the scoping agreement process, the following intersections and roadway segments have been included in the LTA.
1.3.1 Study Intersections
Per the Scoping Agreement (Appendix A), intersections analyzed in the LTA and their jurisdictions are as follows:
1. Willow Avenue/International Avenue (Clovis/Fresno)
2. Willow Avenue/Behymer Avenue (Clovis/ Fresno)
3. Willow Avenue/Shepherd Avenue (Clovis/Fresno)
4. Minnewawa Avenue/International Avenue (Clovis)
5. Minnewawa Avenue/Behymer Avenue (Clovis)
6. Minnewawa Avenue/Shepherd Avenue (Clovis)
7. Clovis Avenue/Behymer Avenue (Clovis)
8. Clovis Avenue/Baron Avenue (Clovis)
9. Clovis Avenue/Shepherd Avenue (Clovis)
10. Clovis Avenue/Teague Avenue (Clovis)
11. Clovis Avenue/Nees Avenue (Clovis)
12. Clovis Avenue/Alluvial Avenue (Clovis)
13. State Route 168 (SR-168) Westbound Ramps/Herndon Avenue (Caltrans)
14. SR-168 Eastbound Ramps/Herndon Avenue (Caltrans)
15. Clovis Avenue/Herndon Avenue (Clovis)
16. Baron Avenue/Behymer Avenue (Clovis)
17. Baron Avenue/Perrin Avenue (Clovis)
18. Sunnyside Avenue/Shepherd Avenue (Clovis)
19. Fowler Avenue/Shepherd Avenue (Clovis)
20. Hammel Avenue/Project Driveway 1 (Clovis)
21. Hammel Avenue/Project Driveway 2(Clovis)
22. Project Driveway 3/Perrin Avenue (Clovis)
23. Baron Avenue/Project Driveway 4 (Clovis)
24. Baron Avenue/Project Driveway 5 (Clovis)
25. Baron Avenue/Project Driveway 6 (Clovis)
Figure 1-3 illustrates the study area intersections.
1.3.2 Roadway Segments
Per the Scoping Agreement (Appendix A), roadway segments analyzed in the LTA are as follows:
1560
AGENDA ITEM NO. 13.
1-4
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)
1. International Avenue, between Willow Avenue and Minnewawa Avenue (Clovis)
2. Behymer Avenue, between Willow Avenue and Minnewawa Avenue (Clovis)
3. Behymer Avenue, between Minnewawa Avenue and Clovis Avenue (Clovis)
4. Behymer Avenue, between Clovis Avenue and Baron Avenue (Clovis)
5. Shepherd Avenue, between Willow Avenue and Minnewawa Avenue (Clovis)
6. Shepherd Avenue, between Minnewawa Avenue and Clovis Avenue (Clovis)
7. Shepherd Avenue, between Clovis Avenue and Sunnyside Avenue (Clovis)
8. Shepherd Avenue, between Sunnyside Avenue and Fowler Avenue (Clovis)
9. Herndon Avenue, between State Route 168 Eastbound Ramps and Clovis Avenue (Clovis)
10. Willow Avenue, between International Avenue and Behymer Avenue (Clovis/Fresno)
11. Willow Avenue, between Behymer Avenue and Shepherd Avenue (Clovis/Fresno)
12. Minnewawa Avenue, between International Avenue and Behymer Avenue (Clovis)
13. Minnewawa Avenue, between Behymer Avenue and Shepherd Avenue (Clovis)
14. Baron Avenue, between Behymer Avenue and Perrin Avenue (Clovis)
15. Baron Avenue, between Perrin Avenue and Clovis Avenue (Clovis)
16. Clovis Avenue, between Baron Avenue and Shepherd Avenue (Clovis)
17. Clovis Avenue, between Shepherd Avenue and Teague Avenue (Clovis)
18. Clovis Avenue, between Teague Avenue and Nees Avenue (Clovis)
19. Clovis Avenue, between Nees Avenue and Alluvial Avenue (Clovis)
20. Clovis Avenue, between Alluvial Avenue and Herndon Avenue (Clovis) For each roadway segment, the highest volume on any part of the segment has been considered as the analysis volume for the entire segment.
1.4 LIST OF CHAPTER 1.0 FIGURES
• Figure 1-1: Regional and Project Location
• Figure 1-2: Tentative Subdivision Map
• Figure 1-3: Study Area Intersections
1561
AGENDA ITEM NO. 13.
MINNEWAWA AVENUE
PERRIN
AVENUE
BEHYMER AVENUE CLOVIS AVENUE
SHEPHERD AVENUE
SUNNYSIDE AVENUE
SOURCE: Google Earth (2018)
I:\CIT2201\Reports\fig1_Reg_Loc.mxd (5/3/2022)
FIGURE 1-1
Tract Map 6343 Project
Transportation Impact Analysis
Regional and Project Location
LEGEND
Project Location
Madera
County
Fresno
County
Ã145
Ã180
Ã168
Ã41
Ã99
Project
Location
Project Vicinity
0 1000 2000
FEET
1562
AGENDA ITEM NO. 13.
SOURCE: Harbour & Associates, January 2022
NOT TO SCALE
N
I:\CIT2201\Reports\Traffic\fig2_SitePlan.ai (05/03/2022) FIGURE 1-2
Tenta�ve Subdivision Map
Tract Map 6343 Project
Transportation Impact Analysis
1563
AGENDA ITEM NO. 13.
!
!
!
! !
!
!
!
!
!
!
!
!
!
! !
!
!
!
! !
!
!
!
!
NEES AVENUE
MINNEWAWA AVENUE
ALLUVIAL AVENUE
HERNDON AVENUE
CLOVIS
A
VENUE
BEHYMER AVENUE
WILLOW AVENUE
ÄÆ168
TEAGUE AVENUE
BARON AVENUE
HAMMEL AVENUE
PERRIN AVENUE
20 21
22 17
SUNNYSIDE AVENUE
FOWLER AVENUE
INTERNATIONAL AVENUE
SHEPHERD AVENUE
7 4
2 1
9 8
6 5
3 18 19
25 24
23 16
15 12
11 10
13 14
SOURCE: ESRI Streetmap (2013)
I:\CIT2201-RIV\Reports\fig3_Study_Int.mxd (2/1/2023)
FIGURE 1-3
Tract Map 6343 Project
Transportation Impact Analysis
Study Area Intersections
LEGEND
Project Location
! Study Intersection
Future Roadway
Project Driveway 0 1250 2500
FEET
1564
AGENDA ITEM NO. 13.
2-1
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)
2.0 VEHICLE MILES TRAVELED ANALYSIS
On December 28, 2018, the California Office of Administrative Law cleared the revised CEQA Guidelines for use. Among the changes to the CEQA Guidelines was the removal of vehicle delay and LOS from consideration under CEQA. With the adopted CEQA Guidelines, transportation impacts are to be evaluated based on a project’s effect on VMT.
The City’s TIA Guidelines includes screening criteria, VMT analysis methodology, VMT impact thresholds, and VMT mitigation measures. Therefore, the City’s TIA Guidelines were used in the evaluation of the project’s VMT analysis.
2.1 METHODOLOGY
The TIA Guidelines provide multiple project types and thresholds for land use projects. The project was compared with the screening criteria established in the “Project Screening” section of the TIA Guidelines to check if the project can be screened out. The following is a brief description of the project in relation with the project screening criteria:
• Small Project: The TIA Guidelines states that projects generating less than 500 daily trips could be screened out of a detailed VMT analysis. As discussed in Section 6.1, Project Trip Generation, the project is estimated to generate 5,564 daily trips. Therefore, the project does not satisfy this screening criteria.
• Provision of Affordable Housing: The project proposes to develop market-rate, single-family dwelling units. Therefore, this screening criteria does not apply to the project. • Local-Serving Retail: The project consists of residential land use only; therefore, this screening criteria does not apply to the project.
• Project Located in a High-Quality Transit Area (HQTA): The project is not located within an HQTA; therefore, this screening criteria does not apply to the project. • Project Located in Low VMT Area: The project is not located in a low VMT area; therefore, this criterion does not apply to the project.
As shown above, the project could not be screened out from a detailed VMT analysis. As such, pursuant to the TIA Guidelines, a detailed VMT analysis was conducted to assess the project’s VMT impact.
2.1.1 Thresholds of Significance
The project consists of residential land use. The TIA Guidelines established VMT per capita as the appropriate metric to evaluate residential land use projects while defining Fresno County as the “region” for determining VMT thresholds. The project would have a significant VMT impact if the baseline project VMT per capita is greater than 87 percent of the baseline Fresno County VMT per capita. Based on the TIA Guidelines, baseline Fresno County VMT per capita is 16.1 and the 1565
AGENDA ITEM NO. 13.
2-2
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23) corresponding threshold is 14.1 (which is 87 percent of 16.1). Therefore, the project will have a significant VMT impact if the project VMT per capita is greater than 14.1.
As recommended in the TIA Guidelines, the Fresno COG ABM was used for the project VMT analysis.
The model inputs were updated with the project land uses to calculate project VMT. The project VMT was calculated from a Fresno COG ABM model run as described in the following sections.
2.1.2 Project Traffic Analysis Zone Update
The first step in preparation of this analysis was to update the traffic analysis zones (TAZs) in the model that include the project area. The Fresno COG ABM includes the ability to add or split zones.
In order to isolate the project VMT, a new zone was created in the model. The project households were included in the newly created zone for modeling purposes. No project-specific network modifications were required for the model run. A model run was conducted for the existing/base scenario with updated model inputs. The outputs from this updated model run were used to calculate the project VMT per capita.
2.1.3 Model Runs and Project Vehicle Miles Traveled Estimation A model run was conducted for this updated model upon completion of the socioeconomic data update. The outputs from this updated model run were used to calculate the project VMT per capita.
2.2 PROJECT VEHICLE MILES TRAVELED ANALYSIS
Table 2-A summarizes the regional threshold and project VMT per capita. As shown in Table 2-A, the project VMT per capita is 26.4 percent higher than the City’s VMT per capita threshold. Therefore, based on the TIA Guidelines, the project will have a significant VMT impact.
Detailed VMT calculation for the project is included in Appendix B.
2.3 VMT REDUCTION MEASURES – PROJECT DESIGN FEATURES AND MITIGATION
MEASURES
When a lead agency identifies a significant CEQA impact, the agency must identify feasible mitigation measures in order to avoid or substantially reduce that impact. VMT impacts can be mitigated through more behavioral changes. Enforcement of mitigation measures will be subject to the mitigation monitoring requirements under CEQA, as well as the regular police powers of the agency. These measures can also be incorporated as a part of plans, policies, regulations, or project designs. Project design features that encourage mode shift from automobiles to transit or nonmotorized modes can therefore help reduce project VMT as well. Typically, VMT reduction and benefits from these project design features are not accounted in the project VMT calculations conducted using the regional travel demand model. Therefore, VMT reduction credit can be accounted for these design features similar to VMT mitigation measures to help reduce the project’s VMT impact.
Evaluation of VMT reductions should be evaluated using state-of-the-practice methodologies recognizing that many of the VMT mitigation strategies/project design features are dependent on 1566
AGENDA ITEM NO. 13.
2-3
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23) resident performance over time. Following is a detailed description of both and the corresponding potential reduction that could be achieved with implementation of these measures.
2.3.1 Project Design Features
VMT reduction that can be achieved by the project design features have been estimated using the most California Air Pollution Control Officers Association’s (CAPCOA) “Handbook for Analyzing Greenhouse Gas Emission Reductions, Assessing Climate Vulnerabilities, and Advancing Health and Equity – Designed for Local Governments, Communities, and Project Developers” dated December 2021.
• Pedestrian Infrastructure: The project proposes to provide pedestrian improvements/sidewalks both internal to the project site and along the project frontage. Providing sidewalk/pedestrian improvements encourage people to walk instead of drive and thus reduces VMT. CAPCOA transportation measure T-18. Provide Pedestrian Network Improvement was used to estimate the VMT reduction due to project related enhancements in pedestrian access and connectivity.
The CAPCOA methodology requires existing sidewalk length in the project study area in addition to the length of sidewalk being provided by the project. In order to estimate the existing sidewalk length, a survey was conducted along the proposed project frontage. Based on the survey, the project study area includes approximately 10 miles of sidewalk. The project proposes to add approximately another 1.8 miles of sidewalk/pedestrian access. Therefore, this mitigation measure may reduce the project’s VMT by approximately 0.87 percent. • Improve Street Connectivity: The project proposes to provide an internal circulation network.
Projects with higher density of intersections would help increase street connectivity, reduce trip lengths and promote use of alternative transportation modes of travel. CAPCOA handbook, identifies measure T-17: Improve Street Connectivity to evaluate project street network. The measure is recommended as an appropriate design feature for plans within urban or suburban areas. The current project is located in suburban/rural area type setting, so this measure was explored as a potential VMT reduction design feature.
Measure T-17 estimates that an increased density of vehicular intersections improves street connectivity and helps in reduction in GHG emissions and corresponding VMT. As included in the CAPCOA handbook, this measure could be applied to a project for:
‘Projects that increase intersection density would be building a new street network in a subdivision or retrofitting an existing street network to improve connectivity (e.g., converting cul-de-sacs or dead-end streets to grid streets)’.
The measure establishes the following numerical formula of VMT reduction due to increased intersection density and improved street connectivity:
𝐴 =
𝐵 − 𝐶
𝐶
∗ 𝐷
1567
AGENDA ITEM NO. 13.
2-4
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23) Where,
A = Percent Reduction in GHG/VMT emission from vehicle Travel B = Intersection Density in project site with measure
C = Average Intersection Density for Typical developments (36) D = Elasticity of VMT with respect to intersection density (-0.14) The CAPCOA handbook establishes the variable C using an average density of intersections within a square mile in a typical development as included in the Proposed Trip Generation, Distribution, and Transit Mode Split Forecasts for the Bayview Waterfront Project Transportation Study, Fehr & Peers. 2009. This establishes the average suburban intersection density for the entire United States.
The CAPCOA handbook adapts the variable D, Elasticity of VMT with respect to intersection density from the report ‘Does Compact Development Make People Drive Less?’ published in the Journal of the American Planning Association, 2016, authored by Mark R. Stevens. The elasticity was determined from a meta-regression analysis from data of fifteen studies, having studied in different urban/suburban geographic regions within the Country.
As indicated in section “1.1 – Project Description”, the project is a gated community which has specified entry/exit ways that reduces accessibility to all project related traffic. While the increased intersection density helps facilitate greater number of short trips, the project consists of only single land use type (residential) and the amount of internal capture (trips that can be fulfilled within the project; with both origin and destinations within the project site) would be minimal. Also, CAPCOA suggests application of different VMT mitigation measures at different scales – project/site scale or community/plan scale. Based on CAPCOA handbook, this mitigation measure is applicable at a plan/community scale. However, this measure was explored as a VMT reduction design feature at a project scale with appropriate limitations as described below.
While all the internal intersections can be considered to estimate the VMT reduction due to increased street connectivity, given the above limitations (project location area type, single land use type, gated entry/exit, and CAPCOA applicability scale), only the five project driveways (three driveways on Baron Avenue and two driveways on Perrin Ave) out of total of seven project driveways were included to determine project intersection density. The two driveways on Hummel are adjacent to Enterprise Canal and do not connect to any roadways or bike facility and therefore they were not included in the project intersection density. The project site is approximately 71.54 acres. Therefore, the intersection density of the project would be approximately 44.73 intersections per square mile.
Since project intersection density is greater than the countrywide average intersection density of 36 intersections per square miles as identified in the CAPCOA handbook, it could be estimated that the project will help reduce project VMT due to a higher-than-average density of vehicular network intersections along with implementation of the project design features. The percentage of VMT reduction for the project could be determined as:
1568
AGENDA ITEM NO. 13.
2-5
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23) % 𝑉𝑀𝑇 𝑟𝑒𝑑𝑢𝑐𝑡𝑖𝑜𝑛 =
44.73 − 36
36 ∗ (−0.14)
• Or -3.39 percent
As such, due to these improved vehicular network connection and project design features, the project will achieve 3.39 percent reduction in VMT compared to the project VMT that was estimated from the regional travel demand model.
• Bicycle Infrastructure/Improvements: The project proposes to construct a total of 1.19 miles of bike lanes along project frontage. Similar to pedestrian facilities, these bicycle design features included in the project can encourage increase active transportation mode share in the area.
The CAPCOA manual was utilized to estimate the reduction of project VMT due to proposed bicycle improvements. Specifically, CAPCOA transportation measure “T-19A: Construct or Improve Bike Facility” was deemed applicable to estimate the VMT reduction due to project bicycle features. According to the measure, providing bicycle infrastructure helps to improve biking conditions within an area. This encourages a mode shift on the roadway parallel to the bicycle facility from vehicles to bicycles, displacing VMT and thus reducing GHG emissions. Based on CAPCOA estimates, the project bicycle design features have a potential to reduce up to 0.01 percent of the project VMT.
• Provide Electric Vehicle (EV) Parking and EV Charging Infrastructure: Accessible EV parking and provision of charging for electric vehicles in the residential units will encourage the use of EVs.
The latest California Green Building Standards (CALGreen), California Building Code, requires provision of infrastructure to accommodate electric vehicle chargers for new single family and attached dwelling units/town houses. For new construction projects such as apartments, condos, hotels, and motels, CALGreen code requires the project to provide EV charging stations as a percentage of the total project parking. While it is understood that provision of electric charging infrastructure/stations might not reduce VMT, it will reduce GHG which can be considered equivalent to reduction in VMT. According to CAPCOA, provision of additional electric charging stations, in addition to CALGreen requirements, can be considered as a GHG/VMT mitigation. Provision of EV charging infrastructure has a potential to achieve a maximum VMT reduction of up to 11.9 percent. However, the project is a single-family residential development and as such doesn’t propose to provide electric charging stations.
While this project design feature has the potential to reduce GHG emissions, no direct VMT reduction has been accounted for this project design feature.
Table 2-B provides methodology, assumptions, and parameters used in the estimation/calculation of VMT reduction for the project along with the potential amount of VMT reduction that can be achieved.
In conclusion, project design features aim to promote overall mobility with the goal of reducing VMT and reducing greenhouse gas emissions. Implementation of the above project design features may possibly reduce the project’s VMT by approximately up to 4.24 percent. The proposed measures and strategies should be monitored for their usage and effectiveness. A combination of measures from several VMT reduction strategies were incorporated into the Project design to achieve this VMT 1569
AGENDA ITEM NO. 13.
2-6
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23) reduction as outlined above. This included strategies that are aimed at reducing the number of automobile trips generated by the Project, shift more trips from automobile to non-automobile modes, and/or reduce the distances that people drive. Ultimately, however, the City of Clovis is a suburban community with land use characteristics that are more spread out when compared to dense urban communities. The land use and transportation characteristics of suburban communities such as Clovis, can make it difficult, or impossible to achieve VMT reductions to levels that the City has established as a goal, and ultimately, as a threshold of significance for CEQA analysis. The project design features are estimated to offset some of the VMT impacts of the project by reducing VMT by up to 4.24 percent, but this reduction will not reduce the impact to a less than significant level. Therefore, the project will have a significant and unavoidable transportation impact under CEQA.
2.4 LIST OF CHAPTER 2.0 TABLES
• Table 2-A: Existing (2019) Regional and Project VMT per Capita • Table 2-B: Calculated VMT Reduction with Project Mitigation 1570
AGENDA ITEM NO. 13.
2-7
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23) Table 2-A: Existing (2019) Regional and Project VMT per Capita Region (Fresno County)1 Project Difference Percentage Difference
14.1 17.8 3.7 26.4%
Source: Fresno Council of Governments' Activity-Based Model. 1 The Fresno County VMT per capita was obtained from the Interim Transportation Impact Guidelines, City of Clovis (July 14, 2020).
VMT = vehicle miles traveled
1571
AGENDA ITEM NO. 13.
2-8
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23) Table 2-B: Calculated VMT Reduction with Project Mitigation Mitigation Measure
(Number corresponds to
the 2021 CAPCOA
Handbook)
Formula Comments
Calculated
Reduction
in VMT (%)
Land Use (Maximum Reduction 30%)
T-17: Improve Street
Connectivity
A = ((B-C)/C) * D, Where
B = Intersection density in project site with
measure,
C =Average intersection density (36 U.S.
average), and
D = Elasticity of VMT with respect to
intersection density (-0.14 constant)
Based on the limitations described in detail
above, five project driveways were considered to
estimate the project intersection density. The
project site is approximately 71.54 acres.
Therefore, the intersection density of the project
would be approximately 44.73 intersections per
square mile.
A = ((44.73-36)/36)*0.14
A = 0.2425*0.14 = 3.39%
3.39%
Neighborhood Design (Maximum Reduction 10%)
T-18: Provide Pedestrian
Network Improvement
A = ((C/B)-1) * D,
Where
B = Existing sidewalk length in study area,
C =Sidewalk length in study area with
measure, and
D = Elasticity of household VMT with respect to
the ratio of sidewalks-to-streets (-0.05 constant)
Based on the survey, the project study area
includes approximately 10 miles of sidewalk. The
project proposes to add approximately another
1.8 miles of sidewalk/pedestrian access.
A = (((10.25+1.77)/10.25)-1)*0.05
A = ((12.03/10.25)-1)*0.05
A = 0.17*0.05 = 0.87%
0.87%
T-19-A: Construct or
Improve Bike Facility
A = (B*(F/I)*(C+D)*E*G)/H,
Where
B = Percent of plan/community VMT on parallel
roadway,
C = Active transportation adjustment factor,
D = Credits for key destinations near project,
E = Growth factor adjustment for facility type,
F = Annual days of use of new facility,
G = Existing regional average one-way bicycle
trip length,
H = Existing regional average one-way vehicle
trip length, and
I = Days per year (365)
Variables C, D, E, F, G, and H were obtained from
appropriate tables listed in CAPCOA handbook. It
was assumed that 20% of VMT on the parallel
roadway is from the community.
A = (0.2*(320/365)*(0.0029+0.0005)*1*2.2)/11.7
A = (0.2*0.88*0.0034*1*2.2)/11.7
A = 0.01%
0.01%
Total VMT Reduction
from All Subsectors 4.24%
Source: Handbook for Analyzing Greenhouse Gas Emission Reduction, Assessing Climate Vulnerabilities, and Advancing Health and Equity, California Air Pollution Control Officers Association (CAPCOA), December 2021. 1 Per CAPCOA total VMT reduction for multiple strategies within same subsector is calculated using the equation: 1-(1-A)*(1-B)*(1-C)... where A, B, C are equal to individual mitigation strategy reduction percentages.
When applied to the project, the calculation would be 1 - (1 - 0.039)*(1 – 0.0087)*(1 – 0.0001) = 0.0424, or 4.24%. 1572
AGENDA ITEM NO. 13.
3-9
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)
3.0 LOCAL TRANSPORTATION ANALYSIS METHODOLOGY
3.1 LEVEL OF SERVICE DEFINITIONS
A complete description of the meaning of LOS can be found in Transportation Research Board Special Report 209, Highway Capacity Manual (HCM). The HCM establishes LOS A through F for intersections. A description of LOS for signalized and unsignalized intersections is summarized in Table 3-A. A description of LOS for roadway segments is summarized in Table 3-B.
Table 3-C shows the LOS criteria for unsignalized and signalized intersections. For all study area intersections, the Highway Capacity Manual 6
th Edition (HCM 6) analysis methodologies were used
to determine intersection LOS. Intersection LOS was calculated using the Synchro 11 software, which uses the HCM 6 methodologies.
Peak-hour traffic operations were analyzed at roadway segments based on the peak-hour LOS thresholds obtained from Chapter 5.16, Transportation and Traffic, of the City’s General Plan and Development Code Update Draft Program Environmental Impact Report (EIR), dated June 2014.
Table 3-D summarizes the LOS criteria used to evaluate roadway segments based on the City’s General Plan EIR. The peak-hour traffic volumes at roadway segments represent the total vehicles (both directions) traveling on the segments during the a.m. and p.m. peak hours.
3.2 LEVEL OF SERVICE PROCEDURES AND STANDARDS
Study intersections and roadway segments analyzed in this report are completely under the jurisdiction of the City of Clovis or lie at the borders of Clovis and Fresno. However, intersections located at freeway on‐ramps and off‐ramps are under the jurisdiction of Caltrans.
The City of Clovis considers LOS D as the LOS standard for study intersections and roadway segments under near-term conditions, unless a finding of overriding consideration was adopted in the City’s General Plan EIR. The same criterion holds for long-term conditions, except for roadway segments that are adopted in the City’s General Plan EIR to operate at LOS E or F. The City’s TIA Guidelines do not define an LOS standard under Existing Plus Project conditions. For the purpose of this analysis, an LOS standard of D has been considered for intersections and roadway segments under Existing Plus Project conditions. The City considers the following operational deficiency criteria for study intersections:
• Signalized Intersections
○ If the project triggers a signalized intersection operating at an acceptable LOS to operate at an unacceptable LOS; OR
○ If the project increases the average delay for average delay for a signalized intersection that is already operating at an unacceptable LOS.
1573
AGENDA ITEM NO. 13.
3-10
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23) • Unsignalized Intersections
○ If the project triggers an unsignalized intersection operating at acceptable LOS to operate at unacceptable LOS (from E or better to F) and meet the signal warrants criteria; OR ○ If the project increases the applicable delay for an unsignalized study intersection that is already operating at unacceptable LOS and meets the signal warrant criteria.
The City’s TIA Guidelines do not define an operational deficiency criterion for roadway segments.
For purposes of this analysis, at roadway segments under the jurisdiction of the City of Clovis, an operational deficiency has been considered when the project causes an unsatisfactory condition (deterioration from LOS A through D to E or F) or when the project contributes to an existing or forecast deficiency.
Per the City of Fresno Traffic Impact Study Report Guidelines, updated February 2009, LOS D is considered the LOS standard for study intersections and roadway segments under near-term conditions. The same criterion holds for long-term conditions, except for roadway segments that are adopted in the City’s Master General Plan to operate at LOS E or F. The City’s TIA Guidelines do not define an LOS standard under Existing Plus Project conditions.
It should be noted that all City of Fresno study intersections and roadway segments are located within the City of Fresno Traffic Impact Zone (TIZ) III. Per the City of Fresno’s General Plan, all intersections and roadway segments within TIZ III should maintain a peak-hour LOS standard of D or better. Therefore, an LOS standard of D has been considered for intersections and roadway segments within Fresno for all analysis conditions. The City of Fresno considers the following operational deficiency criteria for study intersections:
• An operational deficiency is created if the addition of the project traffic results in any one of the following:
○ Causes the intersection LOS to change from acceptable to unacceptable levels; OR ○ Causes the intersection LOS to change from an unacceptable LOS (LOS E) to LOS F; OR ○ Increases the average delay at a study intersection that is already operating at an unacceptable LOS.
City of Fresno’s Traffic Impact Study guidelines do not define an operational deficiency criterion for roadway segments. Therefore, for purposes of this analysis, at intersections under City of Fresno jurisdiction, an operational deficiency has been considered when the project causes an unsatisfactory condition (deterioration from LOS A through D to E or F) or when the project contributes to an existing or forecast deficiency.
Caltrans considers an acceptable LOS to be between LOS C and D at all intersections under its jurisdiction (delay of 45 seconds at signalized intersections). Caltrans does not have any operational deficiency criteria for study intersections. Therefore, an operational deficiency occurs when the project causes an unsatisfactory condition (deterioration from LOS A through D to E or F) for 1574
AGENDA ITEM NO. 13.
3-11
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23) intersections or when the project contributes to an existing or forecast deficiency. The project needs to identify improvements to improve the intersection LOS to an acceptable level.
3.3 LIST OF CHAPTER 3.0 TABLES
• Table 3-A: Intersection Level of Service Definitions
• Table 3-B: Roadway Segment Level of Service Definitions • Table 3-C: Level of Service Criteria for Unsignalized and Signalized Intersections • Table 3-D: Roadway Segment Capacity and Levels of Service 1575
AGENDA ITEM NO. 13.
3-12
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23) Table 3-A: Intersection Level of Service Definitions
LOS Description
A
Traffic operations with a control delay of 10 seconds per vehicle or less and a volume-to-capacity ratio no greater than 1.0. This level is typically assigned when the volume-to-capacity ratio is low and either progression is exceptionally favorable, or the cycle length is very short. If LOS A is the result of favorable progression, most vehicles arrive during the green indication and travel through the intersection without stopping.
B
Traffic operations with control delay between 10 seconds per vehicle and 20 seconds per vehicle and a volume-to-capacity ratio no greater than 1.0. This level is typically assigned when the volume-to-capacity ratio is low and either progression is highly favorable, or the cycle length is short. More vehicles stop than with LOS A.
C
Traffic operations with control delay between 20 and 35 seconds per vehicle and a volume-to-capacity ratio no greater than 1.0.
This level is typically assigned when progression is favorable, or the cycle length is moderate. Individual cycle failures (i.e., one or more queued vehicles are not able to depart as a result of the insufficient capacity during the cycle) may begin to appear at this level. The number of vehicles stopping is significant, although many vehicles still pass through the intersection without stopping.
D
Traffic operations with control delay between 35 and 55 seconds per vehicle and a volume-to-capacity ratio no greater than 1.0.
This level is typically assigned when the volume-to-capacity ratio is high and either progression is ineffective, or the cycle length is long. Many vehicles stop and individual cycle failures are noticeable.
E
Traffic operations with control delay between 55 and 80 seconds per vehicle and a volume-to-capacity ratio no greater than 1.0.
This level is typically assigned when volume-to-capacity ratio is high, progression is unfavorable, and the cycle length is long.
Individual cycle failures are frequent.
F
Traffic operations with control delay exceeding 80 seconds per vehicle or a volume-to-capacity ratio greater than 1.0. This level is typically assigned when the volume-to-capacity ratio is very high, progression is very poor, and the cycle length is long. Most cycles fail to clear the queue.
Source: Highway Capacity Manual (6th Edition).
LOS = level of service
Table 3-B: Roadway Segment Level of Service Definitions LOS Description
A
Describes primarily free-flow operation. Vehicles are completely unimpeded in their ability to maneuver within the traffic stream. Control Delay at the boundary intersection is minimal. The travel speed exceeds 80% of the base free-flow speed, and the volume-to-capacity ratio is no greater than 1.0.
B
Describes reasonably unimpeded operation. The ability to maneuver within the traffic stream is only slightly restricted, and control delay at the boundary is not significant. The travel speed is between 67% and 80% of the base free-flow speed, and the volume-to-capacity ratio is no greater than 1.0.
C
Describes stable operation. The ability to maneuver and change lanes at mid-segment locations may be more restricted than at LOS B. Longer queues at the boundary intersection may contribute to lower travel speeds. The travel speed is between 50% and 67% of the base free-flow speed, and the volume-to-capacity ratio is no greater than 1.0.
D
Indicates a less stable condition in which small increases in flow may cause substantial increases in delay and decreases in travel speed. This operation may be due to adverse signal progression, high volume, or inappropriate signal timing at the boundary intersections. The travel speed is between 40% and 50% of the base free-flow speed, and the volume-to-capacity ratio is no greater than 1.0.
E
Characterized by unstable operation and significant delay. Such operations may be due to some combination of adverse progression, high volume, and inappropriate signal timing at the boundary intersections. The travel speed is between 30% and 40% of the base free-flow speed, and the volume-to-capacity ratio is no greater than 1.0.
F
Characterized by flow at extremely low speed. Congestion is likely occurring at the boundary intersections, as indicated by high delay and extensive queuing. The travel speed is between 30% or less of the base free-flow speed, and the volume-to-capacity ratio is greater than 1.0.
Source: Highway Capacity Manual (6th Edition).
LOS = level of service
1576
AGENDA ITEM NO. 13.
3-13
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23) Table 3-C: Level of Service Criteria for Unsignalized and Signalized Intersections
Level of Service
Unsignalized
Intersection
Average Delay per
Vehicle (sec)
Signalized
Intersection
Average Delay per
Vehicle (sec)
A < 10 < 10
B > 10 and < 15 > 10 and < 20
C > 15 and < 25 > 20 and < 35
D > 25 and < 35 > 35 and < 55
E > 35 and < 50 > 55 and < 80
F > 50 > 80
Source: Highway Capacity Manual (6th Edition).
sec = seconds
1577
AGENDA ITEM NO. 13.
3-14
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23) Table 3-D: Roadway Segment Capacity and Levels of Service Classification Median
Type
Number of
Lanes
Peak-Hour LOS Volume Thresholds
LOS A LOS B LOS C LOS D LOS E
Freeway N/A
4 2,720 4,460 6,630 7,720 8,630
3+Aux 2,360 3,860 5,640 6,730 7,530
3 2,000 3,270 4,660 5,740 6,430
2+Aux 1,650 2,700 3,850 4,760 5,340
2 1,300 2,130 3,050 3,790 4,260
Expressway (Caltrans) Divided 6 2,280 3,750 5,400 7,030 7,980 4 1,510 2,500 3,600 4,680 5,310
Expressway (City) Raised
Median
6 - - 3,290 6,120 6,400
5 - - 2,685 5,090 5,330
4 - - 2,080 4,060 4,260
3 - - 1,475 3,030 3,190
Arterial
RaisedMedian
8 - - 4,180 7,210 7,580
6 - - 3,060 5,390 5,680
5 - - 2,500 4,480 4,730
4 - - 1,950 3,580 3,780
3 - - 1,400 2,670 2,830
2 - - 860 1,770 1,880
TWLTL
4 - - 1,840 3,400 3,590
2 - - 810 1,680 1,790
Undivided 4 - - 1,320 2,500 2,640
2 - - 570 1,230 1,310
Collector
TWLTL
4 - - 1,840 3,400 3,590
3 - - 1,325 2,540 2,690
2 - - 810 1,680 1,790
Undivided 4 - - 1,320 2,500 2,640
2 - - 570 1,230 1,310
State Highway Undivided 2 310 570 1,020 1,730 2,470
Rural Arterial Divided 4 - - 1,950 3,580 3,780
Undivided 2 - - 570 1,230 1,310
Rural Collector/Local Undivided 2 - - 570 930 1,000
Source: City of Clovis General Plan and Development Code Update Draft Program Environmental Impact Report (EIR), dated June 2014
Aux = Auxiliary Lane
Caltrans = California Department of Transportation
City = City of Clovis
LOS = level of service
TWLTL= two-way-left-turn-lane median
N/A= not applicable
1578
AGENDA ITEM NO. 13.
4-1
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)
4.0 CIRCULATION NETWORK SETTING
4.1 EXISTING CIRCULATION NETWORK
The project study area includes the following major roadways as classified based on the roadway classification provided in the Circulation Element of the City’s General Plan. Figure 4-1 summarizes the classifications of major roadways within the study area. Following is a brief description of these roadways:
• Willow Avenue: Willow Avenue is designated as an Arterial in the City’s General Plan. Between International Avenue and Shepherd Avenue, Willow Avenue is a six-lane, divided Arterial with a raised median. There are bicycle lanes along both directions of this segment. However, there is no provision for on-street parking.
• Minnewawa Avenue: Within the study area, Minnewawa Avenue is designated as an Collector between International Avenue and Behymer Avenue, and as an Arterial between Behymer Avenue and Shepherd Avenue in the City’s General Plan. Between International Avenue and Shepherd Avenue, Minnewawa Avenue is a two-lane, undivided road. There are bicycle lanes along both directions of this segment. However, there is no provision for on-street parking. • Clovis Avenue: Clovis Avenue is designated as an Arterial in the City’s General Plan. Between Baron Avenue and Herndon Avenue, Clovis Avenue is mostly a four-lane, divided Arterial with a raised median or a two-way-left-turn lane (TWLTL) median. There are bicycle lanes along some portions of this segment. However, there is no provision for on-street parking. • Sunnyside Avenue: Sunnyside Avenue is designated as a Collector in the City’s General Plan.
Within the study area, Sunnyside Avenue is a two-lane, undivided road. There are no bicycle facilities along both directions of this segment. There is also no provision for on-street parking. • Fowler Avenue: Fowler Avenue is designated as a Rural Collector between Behymer Avenue and Shepherd Avenue, and as an Arterial between Shepherd Avenue and the State Route 168 (SR-168) Westbound Ramps in the City’s General Plan. Between Behymer Avenue and Nees Avenue, Fowler Avenue is a two-lane partly divided and partly undivided road. There is a bicycle lane in the southbound direction only along a small portion of this segment near the intersection with Shepherd Avenue. There is no provision for on-street parking. Between Nees Avenue and Goshen Avenue, Fowler Avenue is a three-lane divided road with a raised median.
There is a bicycle lane only along the northbound direction of this segment. There is no provision for on-street parking. Between Goshen Avenue and the SR-168 Westbound Ramps, Fowler Avenue is a four-lane divided road with a raised median. There are bicycle lanes along both directions of this segment. There is no provision for on-street parking. • International Avenue: International Avenue is designated as a Collector between Willow Avenue and Minnewawa Avenue in the City’s General Plan. Within the study area, International Avenue is a two-lane, undivided road. There are no bicycle facilities along both directions of this segment. There is also no provision for on-street parking. 1579
AGENDA ITEM NO. 13.
4-2
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23) • Behymer Avenue: Within the study area, Behymer Avenue is designated as an Arterial between Willow Avenue and Clovis Avenue, as a Collector between Clovis Avenue and Sunnyside Avenue, and as a Rural Collector between Sunnyside Avenue and Fowler Avenue in the City’s General Plan. Between Willow Avenue and Fowler Avenue, Behymer Avenue is a two-lane, undivided road. There are no bicycle facilities along both directions of this segment. There is also no provision for on-street parking.
• Shepherd Avenue: Within the study area, Shepherd Avenue is designated as an Arterial between Willow Avenue and Clovis Avenue, and as an Expressway between Clovis Avenue and Fowler Avenue in the City’s General Plan. Between Willow Avenue and Sunnyside Avenue, Shepherd Avenue is a three-lane, divided road with a raised median, while between Sunnyside Avenue and Fowler Avenue, it is a two-lane, partly undivided, and partly divided road. There are bicycle lanes along both directions of the segment between Willow Avenue and Sunnyside Avenue. There are no bicycle facilities along any direction of the segment between Sunnyside Avenue and Fowler Avenue. There is no provision for on-street parking along any of these segments.
• Teague Avenue: Teague Avenue is designated as a Collector in the City’s General Plan. Between Sunnyside Avenue and Fowler Avenue, Teague Avenue is a two-lane, undivided Arterial. There are no bicycle facilities along both directions of this segment. There is also no provision for onstreet parking. • Nees Avenue: Within the study area, Nees Avenue is designated as an Arterial in the City’s General Plan. Between Clovis Avenue and Sunnyside Avenue, Nees Avenue is a mostly two-lane undivided road. There is a bicycle lane in the eastbound direction only along a small portion of this segment near the intersection with Sunnyside Avenue. However, there is no provision for on-street parking. Between Sunnyside Avenue and Fowler Avenue, Nees Avenue is a three-lane divided arterial with a raised median or a TWLTL median. There are bicycle lanes along some portions of this segment. However, there is no provision for on-street parking. • Alluvial Avenue: Within the study area, Alluvial Avenue is designated as a Collector in the City’s General Plan. Between Clovis Avenue and Sunnyside Avenue, Alluvial Avenue is a two-lane, divided Collector with a TWLTL median. However, between Sunnyside Avenue and Fowler Avenue, Alluvial Avenue is a partly three-lane and partly four-lane undivided Collector. There are bicycle lanes along both directions of these segments. However, there is no provision for onstreet parking. • Herndon Avenue: Within the study area, Herndon Avenue is designated as an Arterial in the City’s General Plan. Between the SR-168 Eastbound Ramps and Clovis Avenue, Herndon Avenue is a 10-lane, divided Arterial with a raised median. There are no bicycle facilities along any direction of this segment. There is also no provision for on-street parking.
Figure 4-2 illustrates existing plus project study intersection geometrics and traffic control. Figure 4- 3 illustrates study intersection geometrics and traffic control under ‘plus project’ scenarios. 1580
AGENDA ITEM NO. 13.
4-3
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)
4.2 TRANSIT, BICYCLES, AND PEDESTRIANS
4.2.1 Transit Network
Clovis Transit Stageline Routes 10 and 80 operate within the study area. Route 10 operates from Monday through Saturday, while Route 80 operates only on school days, based on the Clovis Unified School District schedule. Route 10 provide access to Fresno State University and, and Route 80 provides access to Buchanan Education Complex.
Fresno Area Express (FAX) operates within the study area along Willow Avenue 7 days a week. The route connects communities in Fresno to the different campuses of Clovis Community College.
In addition to fixed route services, Round Up is the Clovis paratransit service for disabled City residents. Round Up transit vehicles are all accessible in accordance with the Americans with Disabilities Act (ADA) standards.
4.2.2 Bicycle Network
The vision of the City of Clovis Active Transportation Plan (ATP), updated January 2022, is a “city with a complete and connected network of trails, walkways, and bikeways that provides convenient and intuitive connections to key destinations and supports travel within and between neighborhoods. The network improves quality of life by encouraging walking and bicycling for transportation and recreation.” The ATP identifies different strategies to improve safety and accessibility for active modes of transportation such as walking and biking. There are four different types of bicycle facilities in the City:
• Class I (Trails)
• Class II (Bicycle Lanes)
• Class II (Buffered Bicycle Lanes)
• Class III (Bicycle Routes)
One of the long-term visions of the City includes upgrading existing or recommended Class II Bicycle Lanes and Buffered Bicycle Lanes to Class IV Separated Bicycle Lanes.
Figures 4-4 and 4-5 illustrate the existing and proposed bicycle facilities within the City. At present, Class II bicycle lanes exist along Clovis Avenue, Willow Avenue, and some segments of Shepherd Avenue and Fowler Avenue within the study area. However, as shown in Figure 4-5, different bicycle facilities are proposed along other roadways within the study area, such as Sunnyside Avenue, Teague Avenue, Nees Avenue, and Alluvial Avenue.
4.2.3 Pedestrian Network
The City has an extensive pedestrian network, with sidewalks along most of the major roads.
However, since a portion of the study area falls within recently incorporated areas of the City, sidewalks are not present because they were previously developed as per unincorporated Fresno County design guidelines. Figure 4-6 illustrates the existing sidewalk facilities within Clovis. 1581
AGENDA ITEM NO. 13.
4-4
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23) The City’s ATP has identified improvements to the pedestrian network based on a citywide sidewalk network gap analysis. Additionally, several potential locations have been identified to install midblock crossings to improve trail connectivity throughout Clovis. Figure 4-7 illustrates the existing and proposed trails in Clovis and the potential locations of the mid-block trail crossings. As shown on Figure 4-7, two trails (i.e., the Dry Creek Trail and the Enterprise Trail) currently exist within the study area. However, additional trails are being proposed in the study area with potential mid-block crossings.
4.3 LIST OF CHAPTER 4.0 FIGURES
• Figure 4-1: City of Clovis Roadway Classifications
• Figure 4-2: Existing Study Intersection Geometrics and Traffic Control • Figure 4-3: Study Intersection Geometrics and Traffic Control under ‘Plus Project’ Scenarios • Figure 4-4: City of Clovis Existing Bicycle Facilities • Figure 4-5: City of Clovis Proposed Bicycle Facilities • Figure 4-6: City of Clovis Existing Sidewalk Facilities • Figure 4-7: City of Clovis Existing and Proposed Trails and Potential Mid-Block Crossings 1582
AGENDA ITEM NO. 13.
SOURCE: Clovis General Plan, August 2014
N
I:\CIT2201-RIV\Reports\fig4-1_Rdwy Classifica�on_Clovis.ai (2/12/2023) FIGURE 4-1
City of Clovis Roadway Classifica�on
Tract Map 6343 Project
Transportation Impact Analysis
1583
AGENDA ITEM NO. 13.
123456
7 8 9 10 11 12
13 14 15 16 17 18
19 20 21 22 23 2425 ###
FIGURE
4‐2
Legend
Signal Free right‐turn Future Roadway Tract Map 6343 Project Stop Sign Right‐turn overlap Project Driveway Transportation Impact AnalysisDefacto right turn Yield
U‐turn Existing Study Intersection Geometrics and Traffic Control Clovis Avenue/Behymer Avenue Clovis Avenue/Baron Avenue State Route 168 Westbound Ramps/Herndon Avenue State Route 168 Eastbound Ramps/Herndon Avenue
Baron Avenue/Project Driveway 6Fowler Avenue/Shepherd Avenue Hammel Avenue/Project Driveway 1
Willow Avenue/International Avenue Willow Avenue/Behymer Avenue
Clovis Avenue/Herndon Avenue Baron Avenue/Behymer Avenue Baron Avenue/Perrin Avenue
Sunnyside Avenue/Shepherd Avenue
Hammel Avenue/Project Driveway 2 Project Driveway 3/Perrin Avenue Baron Avenue/Project Driveway 4 Baron Avenue/Project Driveway 5Willow Avenue/Shepherd Avenue Minnewawa Avenue/International Avenue Minnewawa Avenue/Behymer Avenue Minnewawa Avenue/Shepherd AvenueClovis Avenue/Shepherd Avenue Clovis Avenue/Teague Avenue Clovis Avenue/Nees Avenue Clovis Avenue/Alluvial Avenue
D
F
O
Y
F
D
Future Intersection
Future Intersection
Future Intersection
F
F
Future Intersection
D
Future Intersection Future Intersection Future Intersection Future Intersection Future Intersection
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\g‐45_Geo_Exist NP .xlsx 2/22/2023 1584 AGENDA ITEM NO. 13.
123456
7 8 9 10 11 12
13 14 15 16 17 18
19 20 21 22 23 2425 ###
FIGURE
4‐3
Legend
Signal Free right‐turn Future Roadway Tract Map 6343 Project Stop Sign Right‐turn overlap Project Driveway Transportation Impact AnalysisDefacto right turn Yield
U‐turn Study Intersection Geometrics and Traffic Control under "Plus Project" Scenarios Sunnyside Avenue/Shepherd Avenue
Hammel Avenue/Project Driveway 2 Project Driveway 3/Perrin Avenue Baron Avenue/Project Driveway 4 Baron Avenue/Project Driveway 5Willow Avenue/Shepherd Avenue Minnewawa Avenue/International Avenue Minnewawa Avenue/Behymer Avenue Minnewawa Avenue/Shepherd AvenueClovis Avenue/Shepherd Avenue Clovis Avenue/Teague Avenue Clovis Avenue/Nees Avenue Clovis Avenue/Alluvial Avenue
Clovis Avenue/Herndon Avenue Baron Avenue/Behymer Avenue Baron Avenue/Perrin Avenue
Willow Avenue/International Avenue Willow Avenue/Behymer Avenue
Clovis Avenue/Behymer Avenue Clovis Avenue/Baron Avenue State Route 168 Westbound Ramps/Herndon Avenue State Route 168 Eastbound Ramps/Herndon Avenue
Baron Avenue/Project Driveway 6Fowler Avenue/Shepherd Avenue Hammel Avenue/Project Driveway 1 D
F
O
Y
F
D
F
F
D
Future Intersection
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\g‐45_Geo_Exist WP.xlsx 2/22/2023 1585 AGENDA ITEM NO. 13.
SOURCE: Clovis Ac�ve Transporta�on Plan Update 2022 -Public Review Dra� N
I:\CIT2201-RIV\GIS\Reports\fig4-4_Ex_Bike_Clovis.ai (2/12/2023) FIGURE 4-4
City of Clovis Exis�ng Bicycle Facili�es
Tract Map 6343 Project
Transportation Impact Analysis
1586
AGENDA ITEM NO. 13.
SOURCE: Clovis Ac�ve Transporta�on Plan Update 2022 -Public Review Dra� N
I:\CIT2201-RIV\Reports\fig4-5_Bike_Proposed_Clovis.ai (2/12/2023) FIGURE 4-5
City of Clovis Proposed Bicycle Facili�es
Tract Map 6343 Project
Transportation Impact Analysis
1587
AGENDA ITEM NO. 13.
SOURCE: Clovis Ac�ve Transporta�on Plan Update 2022 -Public Review Dra� N
I:\CIT2201-RIV\GIS\Reports\fig3-G_Ex_Sidewalks_Clovis.ai (2/12/2023) FIGURE 4-6
City of Clovis Exis�ng Sidewalks Facili�es
Tract Map 6343 Project
Transportation Impact Analysis
1588
AGENDA ITEM NO. 13.
SOURCE: Clovis Ac�ve Transporta�on Plan Update 2022 -Public Review Dra� N
I:\CIT2201-RIV\GIS\Reports\fig4-7_Ex_Trails and Block_Clovis.ai (2/8/2023) FIGURE 4-7
City of Clovis Exis�ng and Proposed Trails and Poten�al Mid Block Crossing Tract Map 6343 Project
Transportation Impact Analysis
1589
AGENDA ITEM NO. 13.
5-1
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)
5.0 TRAFFIC VOLUMES FOR WITHOUT PROJECT SCENARIOS
5.1 EXISTING TRAFFIC VOLUMES
Traffic volumes for existing conditions were developed using existing count data collected by Counts Unlimited at study intersections and roadway segments in May 2022, when schools were in session.
Daily tube counts were collected for roadway segments while a.m. and p.m. peak-hour turning movement counts were collected at study intersections. Detailed count sheets are included in Appendix C.
Vehicle classification counts were collected at selected study area intersections. Truck percentages for every approach at these intersections were obtained from the classification counts. As for the remaining study intersections without classification counts, truck percentages for the various approaches were obtained based on the truck percentages at the adjacent intersections.
Figure 5-1 illustrates peak-hour traffic volumes at study intersections under existing conditions.
Table 5-A shows peak-hour traffic volumes at roadway segments under existing conditions.
5.2 NEAR-TERM (2026) WITHOUT PROJECT TRAFFIC VOLUMES
As approved during the City’s scoping agreement process (Appendix A), traffic volumes for nearterm conditions were developed by adding trips from cumulative projects in the area to existing traffic volumes.
Information concerning cumulative projects in the vicinity of the proposed project was obtained from City staff and from the adjacent jurisdictions of City of Fresno and County of Fresno. Figure 5-2 illustrates the cumulative project locations.
Trip generations for cumulative projects were either obtained from the respective traffic studies prepared for the projects or developed using trip generation rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition). Table 5-B summarizes the cumulative project trip generation. As shown in Table 5-B, the cumulative projects are expected to generate 9,615 net a.m. peak-hour trips, 13,862 net p.m. peak-hour trips, and 150,803 net daily trips.
Cumulative project trips were assigned to the roadway network based on either the distributions provided in the respective traffic studies for these projects or their locations in relation to surrounding land uses and regional arterials. Figure 5-3 illustrates the peak-hour cumulative project trip assignment at study area intersections. Figure 5-4 illustrates the peak-hour traffic volumes at study intersections under near-term conditions. Table 5-C shows the peak-hour traffic volumes at roadway segments under near-term conditions.
It should be noted that volume development for this scenario have been conducted as an intermediate step for the development of traffic volumes for the Near-Term Plus Project Conditions.
As such, as recommended in the City’s TIA Guidelines and approved during the scoping agreement process, this scenario has not been analyzed in the LTA. 1590
AGENDA ITEM NO. 13.
5-2
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)
5.3 CUMULATIVE (2046) WITHOUT PROJECT TRAFFIC VOLUMES
Traffic volumes for cumulative conditions were developed using the Fresno COG ABM. The methodology used to develop cumulative traffic volumes at all study intersections is consistent with the National Cooperative Highway Research Program (NCHRP) and Fresno COG’s procedures for post-processing of modeled traffic volumes. Figure 5-5 illustrates the peak-hour traffic volumes at study intersections under cumulative conditions. Table 5-D shows the peak-hour traffic volumes at roadway segments under cumulative conditions.
Detailed volume development worksheets are included in Appendix D.
5.4 LIST OF CHAPTER 4.0 FIGURES AND TABLES
• Figure 5-1: Existing Peak-Hour Traffic Volumes
• Figure 5-2: Cumulative Project Locations
• Figure 5-3: Cumulative Projects Trip Assignment
• Figure 5-4: Near-Term (2026) without Project Peak-Hour Traffic Volumes • Figure 5-5: Cumulative (2046) without Project Peak-Hour Traffic Volumes • Table 5-A: Existing Roadway Segment Peak-Hour Traffic Volumes • Table 5-B: Cumulative Projects Trip Generation
• Table 5-C: Near-Term (2026) Roadway Segment Peak-Hour Traffic Volumes • Table 5-D: Cumulative (2046) Roadway Segment Peak-Hour Traffic Volumes 1591
AGENDA ITEM NO. 13.
53 / 29 43 / 18 98 / 145 297 / 99 91 / 85
267 / 62 128 / 89 298 / 315 145 / 86 291 / 342 14 / 5 16 / 31 44 / 34 1 / 0 12 / 6 44 / 19 22 / 9 67 / 11 29 / 36 1 / 4 3 / 3 33 / 20 70 / 37 125 / 45 243 / 323 100 / 53 114 / 69 339 / 390 193 / 93 203 / 81 145 / 113 44 / 30 152 / 81
12 3 4 5 6
48 / 7 180 / 74 89 / 77 294 / 304 363 / 385 407 / 302 454 / 191 109 / 77 35 / 22 44 / 36 245 / 170 32 / 32 73 / 67 30 / 22 13 / 15 337 / 343 222 / 87 306 / 415 269 / 342
118 / 103 194 / 249 153 / 175
7 8 9 10 11 12
157 / 132 3 / 6
576 / 540 79 / 184 1021 / 1062 454 / 191 371 / 296 1454 / 1451 1576 / 1494 148 / 316 2 / 0 31 / 29 957 / 1653 810 / 1359 243 / 366 245 / 170 8 / 9 491 / 529 213 / 360 832 / 1368 325 / 342
214 / 302 106 / 70
13 14 15 16 17 18
370 / 128 279 / 240
36 / 47
20 / 23
281 / 276
51 / 75
19 20 21 22 23 2425
FIGURE 5-1
XXXX / YYYYAM / PM Peak Hour Traffic Volumes Tract Map 6343 Project Future Roadway Transportation Impact AnalysisProject Driveway Existing Peak Hour Traffic Volumes Clovis Avenue/Nees Avenue
27 / 31
402 / 266
283 / 262
161 / 271
54 / 80
11 / 11
Clovis Avenue/Alluvial Avenue
294 / 400
20 / 46
Clovis Avenue/Baron Avenue
9 / 9
14 / 13
2 / 4
Baron Avenue/Perrin Avenue State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue Baron Avenue/Behymer Avenue 255 / 402
120 / 276
34 / 73
141 / 109
Hammel Avenue/Project Driveway 1
Sunnyside Avenue/Shepherd Avenue
2 / 0
479 / 677
232 / 350
86 / 70
263 / 156
209 / 290
80 / 140
71 / 24
19 / 10
183 / 60
273 / 223
Project Driveway 3/Perrin Avenue
Clovis Avenue/Shepherd Avenue Clovis Avenue/Teague Avenue 3 / 0
3 / 0
83 / 30
Clovis Avenue/Behymer Avenue State Route 168 Westbound Ramps/Herndon Avenue Hammel Avenue/Project Driveway 2
454 / 497
729 / 342
66 / 66
59 / 44
14 / 12
293 / 366
86 / 11
430 / 252
62 / 19
Fowler Avenue/Shepherd Avenue
92 / 119
18 / 14
125 / 112
185 / 110
123 / 95
349 / 111
Willow Avenue/Behymer Avenue
84 / 120
552 / 451
16 / 24
44 / 37
6 / 3
245 / 231
67 / 26
74 / 10
576 / 354
Willow Avenue/International Avenue
42 / 27
Minnewawa Avenue/Shepherd Avenue
41 / 26
127 / 104
8 / 6
212 / 205
150 / 152
50 / 31
740 / 464
161 / 127
3 / 2
225 / 190
29 / 13
159 / 142
103 / 76
Minnewawa Avenue/Behymer Avenue
41 / 46
Minnewawa Avenue/International Avenue
314 / 101
196 / 212
0 / 1
Willow Avenue/Shepherd Avenue
160 / 243
49 / 89
587 / 657
61 / 67
34 / 13
576 / 454
126 / 77
282 / 558
70 / 124
416 / 253
70 / 43
127 / 146
Baron Avenue/Project Driveway 6
Baron Avenue/Project Driveway 4 Baron Avenue/Project Driveway 5 Future Intersection Future Intersection
Future Intersection
Future Intersection
Future Intersection Future Intersection
Future Intersection Future Intersection Future Intersection P:\CIT2201-TM 6343\PRODUCTS\Traffic\z45_Vol_Exist_NP.xlsx 2/22/2023 1592
AGENDA ITEM NO. 13.
!( !( !(!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(!(
!(
!(
!(
!(
!( !(
!(
!(
!(!(!(!(
!(!(!(
!(
!(
!(
!(
!(
!(
!(
!(
!( !(
COPPER AVENUE
BEHYMER AVENUE
SHEPHERD AVENUE
NEES AVENUE
ÄÆ168
TOLLHOUSE ROAD
HERNDON AVENUE
ÄÆ168
TEMPERANCE AVENUE
FOWLER AVENUE
WILLOW AVENUE
CLOVIS AVENUE
SIERRA AVENUE
ÄÆ41
LOCAN AVENUE
F01 F02
F05
F06
F07
F08
F09
F10
F11
FC01
FC02
CL03
CL04
CL05
CL06
CL07 CL08
CL09
CL10
CL15
CL16
CL17
CL18
CL19
CL20
CL21
CL22
CL23
CL24
CL25
CL26 CL27
!( !(!( !(
!(
!(
!(
ÄÆ168
PARK CREEK ROAD CLOVIS AVENUE
HERNDON AVENUE
CL17
CL16
CL15
CL14
CL13
CL12
CL11
SOURCE: County of Fresno Streets Data 2021, Google Earth 2019 I:\CIT2201-RIV\Reports\figX_Cumulative.mxd (12/29/2022) FIGURE 5-2
Tract Map 6343 Project
Transportation Impact Analysis
Cumulative Project Locations
S
!!
N
LEGEND
!( City of Fresno Cumulative Projects
!( County of Fresno Cumulative Projects
!( City of Clovis Cumulative Projects
!(
!(
!(
SHEPHERD AVENUE
WILLOW AVENUE
F11
CL02
CL01
!(
!(
KNOTTING HILL DRIVE
F04
F03
FRIANT ROAD
0 1800 3600
FEET
1593
AGENDA ITEM NO. 13.
99 / 128 42 / 116
3 / 2 7 / 9 248 / 231 4 / 7 299 / 436
5 / 11 5 / 11 244 / 300 1 / 2 5 / 11 38 / 41 1 / 3 2 / 1 78 / 216 2 / 2 6 / 6 51 / 117 21 / 60 7 / 9 138 / 285 1 / 3 2 / 4 283 / 439 35 / 47 5 / 10 89 / 72
12 3 4 5 6
51 / 90
3 / 1 235 / 489 15 / 39
7 / 14 49 / 103 26 / 34 33 / 62 8 / 18 6 / 14 48 / 64 2 / 2 1 / 2 15 / 11 3 / 4 306 / 384 1 / 2 45 / 53 1 / 1
16 / 52 147 / 144
7 8 9 10 11 12
16 / 57
152 / 119 4 / 15 42 / 75 2 / 3 207 / 495
70 / 136 208 / 213 4 / 3 7 / 8 4 / 12 88 / 88 85 / 89 64 / 153 3 / 2 32 / 49 20 / 16 10 / 7 55 / 60 339 / 373
35 / 28 80 / 84
13 14 15 16 17 18
154 / 373
1 / 5
12 / 20
253 / 282
77 / 78
19 20 21 22 23 24
25 FIGURE 5-3
XXXX / YYYYAM / PM Peak Hour Traffic Volumes Tract Map 6343 Project Future Roadway Transportation Impact AnalysisProject Driveway Cumulative Projects Trip Assignment 4 / 9
4 / 9
Baron Avenue/Project Driveway 5
Baron Avenue/Project Driveway 6
Baron Avenue/Project Driveway 4
325 / 264
28 / 30
155 / 395
83 / 188
2 / 2
215 / 170
0 / 1
Minnewawa Avenue/Shepherd Avenue
64 / 91
26 / 50
3 / 12
44 / 38
107 / 337
151 / 166
530 / 537
74 / 150
88 / 90
300 / 204
102 / 75
Minnewawa Avenue/Behymer Avenue
4 / 3
Minnewawa Avenue/International Avenue
17 / 21
3 / 2
Willow Avenue/Shepherd Avenue
25 / 36
285 / 725
161 / 373
25 / 49
55 / 37
Willow Avenue/Behymer Avenue
46 / 50
176 / 267
3 / 12
178 / 263
14 / 22
135 / 124
54 / 76
1 / 2
Willow Avenue/International AvenueFowler Avenue/Shepherd Avenue 5 / 3
9 / 22
1 / 6
3 / 12
111 / 212
147 / 184
Clovis Avenue/Behymer Avenue State Route 168 Westbound Ramps/Herndon Avenue Hammel Avenue/Project Driveway 2
80 / 94
3 / 1
9 / 23 83 / 168
7 / 7
2 / 4
79 / 167
19 / 16
2 / 1
106 / 271
31 / 63
149 / 133
93 / 94
1 / 2
224 / 174
Sunnyside Avenue/Shepherd Avenue
4 / 9
7 / 8
7 / 8
18 / 39
75 / 165
7 / 8
4 / 3
47 / 105
Hammel Avenue/Project Driveway 1
41 / 119
2 / 4
Project Driveway 3/Perrin Avenue
24 / 54
4 / 9
Baron Avenue/Perrin Avenue State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue Baron Avenue/Behymer Avenue Clovis Avenue/Shepherd Avenue Clovis Avenue/Teague Avenue Clovis Avenue/Nees Avenue 151 / 103
93 / 76
24 / 37
7 / 8
53 / 93
11 / 7
4 / 9
Clovis Avenue/Alluvial Avenue
102 / 264
Clovis Avenue/Baron Avenue
Future Intersection Future Intersection
Future Intersection
Future Intersection
Future Intersection Future Intersection
Future Intersection Future Intersection Future Intersection P:\CIT2201-TM 6343\PRODUCTS\Traffic\z45_Cumulative Projects Assgn.xlsx 2/21/2023 1594
AGENDA ITEM NO. 13.
53 / 29 46 / 20 229 / 294 297 / 99 133 / 201
270 / 64 135 / 98 584 / 571 152 / 95 669 / 831 19 / 16 21 / 42 294 / 338 2 / 2 17 / 17 123 / 88 22 / 9 69 / 12 107 / 252 1 / 4 3 / 3 84 / 137 71 / 40 132 / 54 394 / 651 2 / 2 121 / 79 649 / 918 219 / 171 238 / 128 150 / 123 101 / 56 46 / 34 241 / 153 12 3 4 5 6
99 / 97 180 / 74 104 / 116
3 / 1 649 / 874 399 / 449 418 / 322
464 / 207 49 / 103 213 / 164 67 / 43 44 / 36 252 / 188 80 / 96 77 / 76 31 / 24 13 / 15 3 / 4 684 / 863 223 / 89 352 / 472 285 / 357
134 / 155 341 / 393 154 / 176
7 8 9 10 11 12
174 / 193 11 / 31
813 / 716 83 / 199 1063 / 1137 459 / 196 710 / 880 1530 / 1591 1875 / 1768 152 / 319 9 / 8 67 / 62 1047 / 1748 897 / 1455 328 / 587 249 / 176 63 / 133 511 / 545 223 / 367 887 / 1428 710 / 865
249 / 330 186 / 154
13 14 15 16 17 18
370 / 128 441 / 638
37 / 52
32 / 43
556 / 573 128 / 153
19 20 21 22 23 24
25 FIGURE 5-4
XXXX / YYYYAM / PM Peak Hour Traffic Volumes Tract Map 6343 Project Future Roadway Transportation Impact AnalysisProject Driveway Near-Term (2026) without Project Peak Hour Traffic Volumes 58 / 43
Clovis Avenue/Nees Avenue
49 / 74
644 / 430
385 / 344
188 / 310
7 / 8
107 / 173
15 / 25
4 / 9
Clovis Avenue/Alluvial Avenue
421 / 746
20 / 46
Clovis Avenue/Baron Avenue
24 / 19
299 / 532
122 / 280
99 / 108
4 / 9
Baron Avenue/Perrin Avenue State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue Baron Avenue/Behymer Avenue 7 / 8
38 / 76
204 / 268
Hammel Avenue/Project Driveway 1
Sunnyside Avenue/Shepherd Avenue
4 / 9
9 / 8
7 / 8
573 / 903
250 / 389 111 / 203
132 / 175
265 / 157
340 / 643
220 / 157
112 / 104
190 / 66
569 / 446
Project Driveway 3/Perrin Avenue
Clovis Avenue/Shepherd Avenue Clovis Avenue/Teague Avenue 86 / 168
3 / 1
83 / 30
2 / 4
Clovis Avenue/Behymer Avenue State Route 168 Westbound Ramps/Herndon Avenue Hammel Avenue/Project Driveway 2
463 / 520
729 / 342
73 / 73
80 / 94
138 / 211
17 / 24
420 / 589
86 / 11
582 / 454
62 / 19
Fowler Avenue/Shepherd Avenue
97 / 122
27 / 36
142 / 129
185 / 110
123 / 95
420 / 159
Willow Avenue/Behymer Avenue
130 / 170
760 / 739
19 / 36
45 / 41
6 / 3
259 / 253
138 / 124
121 / 102
75 / 12
765 / 653
Willow Avenue/International Avenue
44 / 29
Minnewawa Avenue/Shepherd Avenue
81 / 122
191 / 195
11 / 18
256 / 243
257 / 489
201 / 197
1270 / 1001
246 / 313
3 / 2
250 / 239
117 / 103
459 / 346
205 / 151
Minnewawa Avenue/Behymer Avenue
45 / 49
Minnewawa Avenue/International Avenue
317 / 103
213 / 233
0 / 1
Willow Avenue/Shepherd Avenue
185 / 279
212 / 469
872 / 1382
61 / 67
34 / 13
1005 / 788
154 / 107
462 / 1035
153 / 312
703 / 472
70 / 43
127 / 147
Baron Avenue/Project Driveway 6
Baron Avenue/Project Driveway 4
4 / 9
4 / 9
Baron Avenue/Project Driveway 5
Future Intersection Future Intersection
Future Intersection
Future Intersection Future Intersection
Future Intersection Future Intersection Future Intersection P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\z45_Vol_2026 Near Term_NP.xlsx 3/15/2023 1595
AGENDA ITEM NO. 13.
77 / 56 159 / 44 239 / 308 371 / 154 140 / 211 447 / 103 362 / 140 611 / 598 511 / 208 699 / 870 42 / 17 99 / 128 308 / 355 50 / 2 43 / 18 127 / 91 23 / 9 72 / 13 112 / 265 5 / 70 3 / 7 88 / 144 93 / 125 156 / 118 407 / 681 2 / 2 128 / 357 680 / 959 230 / 179 250 / 134 286 / 387 146 / 155 96 / 101 364 / 218 12 3 4 5 6
217 / 112 152 / 102 233 / 351 109 / 122
564 / 226 36 / 9 675 / 914 471 / 471 419 / 338 211 / 46 51 / 108 317 / 287 69 / 54 46 / 38 18 / 11 82 / 101 81 / 147 61 / 70 14 / 16 265 / 332 716 / 899 234 / 108 400 / 594 292 / 404 171 / 80 210 / 163 358 / 413 193 / 185
7 8 9 10 11 12
183 / 202 99 / 334
859 / 779 93 / 214 1112 / 1423 541 / 230 202 / 105 739 / 920 1698 / 2287 2071 / 2278 196 / 326 18 / 16 28 / 9 69 / 64 1234 / 1846 1078 / 1526 382 / 613 261 / 222 222 / 428 899 / 609 234 / 397 936 / 1499 158 / 225 743 / 901 364 / 349 195 / 162
13 14 15 16 17 18
386 / 282 463 / 669
75 / 72
53 / 54
685 / 601 270 / 161
19 20 21 22 23 24
25 FIGURE 5-5
XXXX / YYYYAM / PM Peak Hour Traffic Volumes Tract Map 6343 Project Future Roadway Transportation Impact AnalysisProject Driveway Cumulative (2046) without Project Peak Hour Traffic Volumes 210 / 116
219 / 124
Baron Avenue/Project Driveway 5
Baron Avenue/Project Driveway 6
Baron Avenue/Project Driveway 4
91 / 90
57 / 28
1050 / 824
162 / 125
484 / 1083
161 / 328
732 / 503
115 / 110
279 / 261
Minnewawa Avenue/Shepherd Avenue
84 / 126
218 / 313
12 / 28
269 / 430
310 / 681
211 / 207
1334 / 1051
258 / 327
8 / 3
589 / 254
123 / 108
892 / 504
331 / 159
Minnewawa Avenue/Behymer Avenue
115 / 149
Minnewawa Avenue/International Avenue
437 / 174
238 / 254
0 / 37
Willow Avenue/Shepherd Avenue
390 / 293
320 / 492
916 / 1451
163 / 193
440 / 166
33 / 10
450 / 384
Willow Avenue/Behymer Avenue
137 / 179
796 / 775
20 / 180
55 / 104
29 / 30
291 / 268
826 / 526
206 / 107
79 / 13
803 / 684
Willow Avenue/International Avenue
108 / 31
Fowler Avenue/Shepherd Avenue
100 / 370
32 / 38
534 / 241
342 / 155
28 / 73
440 / 618
90 / 12
611 / 476
65 / 67 164 / 176
Clovis Avenue/Behymer Avenue State Route 168 Westbound Ramps/Herndon Avenue Hammel Avenue/Project Driveway 2
486 / 788
787 / 406
78 / 77
84 / 99
455 / 947
142 / 495
30 / 61
172 / 522
53 / 139
87 / 32
118 / 178
173 / 366
283 / 165
405 / 1025
117 / 222
437 / 165
119 / 109
289 / 69
833 / 531
Project Driveway 3/Perrin Avenue
Clovis Avenue/Shepherd Avenue Clovis Avenue/Teague Avenue Sunnyside Avenue/Shepherd Avenue
219 / 124
176 / 241
176 / 241
604 / 935
380 / 609
189 / 257
40 / 108
213 / 319
Hammel Avenue/Project Driveway 1
332 / 168
446 / 586
158 / 320
479 / 386
26 / 89
200 / 115
Baron Avenue/Perrin Avenue State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue Baron Avenue/Behymer Avenue 441 / 187
Clovis Avenue/Nees Avenue
51 / 76
672 / 460
454 / 361
197 / 325
19 / 9
8 / 8
181 / 249
112 / 182
86 / 300
8 / 11
Clovis Avenue/Alluvial Avenue
426 / 779
21 / 48
Clovis Avenue/Baron Avenue
Future Intersection Future Intersection
Future Intersection
Future Intersection Future Intersection Future Intersection P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\z45_Vol_2046 Cum_NP.xlsx 3/15/2023 1596
AGENDA ITEM NO. 13.
Existing Existing
Existing Project (2022) Existing Project (2022)
Roadway # Segment (2022) Trips Plus Project (2022) Trips Plus Project International Avenue 1 between Willow Avenue and Minnewawa Avenue 469 4 473 162 5 167 2 between Willow Avenue and Minnewawa Avenue 364 20 384 236 27 2633 between Minnewawa Avenue and Clovis Avenue 699 33 732 372 45 4174 between Clovis Avenue and Baron Avenue 699 33 732 372 45 4175 between Willow Avenue and Minnewawa Avenue 884 74 958 1,033 100 1,1336 between Minnewawa Avenue and Clovis Avenue 906 108 1,014 942 145 1,087 7 between Clovis Avenue and Sunnyside Avenue 870 54 924 806 72 878 8 between Sunnyside Avenue and Fowler Avenue 749 42 791 704 56 760 Herndon Avenue 9 between State Route 168 Eastbound Ramps and Clovis Avenue 2,914 108 3,022 3,756 145 3,901 10 between International Avenue and Behymer Avenue 1,273 36 1,309 835 49 88411 between Behymer Avenue and Shepherd Avenue 1,632 20 1,652 1,452 27 1,479 12 between International Avenue and Behymer Avenue 863 12 875 602 16 618 13 between Behymer Avenue and Shepherd Avenue 542 0 542 483 0 483 14 between Behymer Avenue and Perrin Avenue 2 247 249 0 333 333 15 between Perrin Avenue and Clovis Avenue 0 375 375 0 505 505 16 between Baron Avenue and Shepherd Avenue 276 377 653 141 505 646 17 between Shepherd Avenue and Teague Avenue 503 215 718 457 289 746 18 between Teague Avenue and Nees Avenue 1,014 199 1,213 822 267 1,089 19 between Nees Avenue and Alluvial Avenue 1,007 161 1,168 1,087 217 1,304 20 between Alluvial Avenue and Herndon Avenue 1,476 153 1,629 1,726 206 1,932 Clovis Avenue
Table 5‐A ‐ Existing Roadway Segment Peak Hour Traffic Volumes A.M. Peak Hour P.M. Peak Hour
Minnewawa Avenue
Willow Avenue
Shepherd Avenue
Behymer Avenue
Baron Avenue
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\xRoadway.xlsx\Existing 2022 (2/22/2023) 1597 AGENDA ITEM NO. 13.
In Out Total In Out Total
CL01 .
1958 N Willow Avenue
Strip Retail Plaza (<40k)1 24.287 TSF
Trips/Unit 1.42 0.94 2.36 3.30 3.29 6.59 54.45
Trip Generation 34 23 57 80 80 160 1,322
Pass‐by Trips2 0 0 0 (32) (32) (64) (529)
Net New Trips 34 23 57 48 48 96 793
CL02 .
1959 N Willow Avenue
Single‐Family Detached Housing3 258 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 46 134 180 152 90 242 2,433
CL03 .
Planning Areas 1‐5
Single‐Family Detached Housing3 646 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 116 336 452 381 226 607 6,092
Single‐Family Attached Housing5 56 DU
Trips/Unit 0.15 0.33 0.48 0.32 0.25 0.57 7.20
Trip Generation 8 18 26 18 14 32 403
Multifamily Housing (Low‐Rise) Not Close to Rail Transit 6 2,108 DU Trips/Unit 0.10 0.30 0.40 0.32 0.19 0.51 6.74
Trip Generation 211 632 843 675 401 1,076 14,208
Shopping Center (>150)7 918.724 TSF
Trips/Unit 0.52 0.32 0.84 1.63 1.77 3.40 37.01
Trip Generation 478 294 772 1,498 1,626 3,124 34,002
Pass‐by Trips8 0 0 0 (434) (472) (906) (9,861)
Net New Trips 478 294 772 1,064 1,154 2,218 24,141
Planning Areas 6,7,8,10,11,12
Single‐Family Detached Housing3 1,923 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 346 1,000 1,346 1,135 673 1,808 18,134
Single‐Family Attached Housing5 339 DU
Trips/Unit 0.15 0.33 0.48 0.32 0.25 0.57 7.20
Trip Generation 51 112 163 108 85 193 2,441
Planning Area 9
Elementary School9 750 STU
Trips/Unit 0.40 0.34 0.74 0.07 0.09 0.16 2.27
Trip Generation 300 255 555 53 68 121 1,703
Planning Areas 13‐17
Single‐Family Detached Housing3 545 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 98 283 381 322 191 513 5,139
Shopping Plaza (40‐150k) ‐Supermarket ‐Yes 10 77.467 TSF Trips/Unit 2.19 1.34 3.53 4.33 4.70 9.03 94.49
Trip Generation 170 104 274 335 364 699 7,320
Pass‐by Trips11 0 0 0 (134) (146) (280) (2,928)
Net New Trips 170 104 274 201 218 419 4,392
Total Gross Trip Generation 1,778 3,034 4,812 4,525 3,648 8,173 89,442 Total Pass‐By Trips 0 0 0 (568) (617) (1,186) (12,789)
Total Net Trip Generation 1,778 3,034 4,812 3,957 3,031 6,987 76,653 Table 5‐B ‐ Cumulative Projects Trip Generation
Project
No. Land Use/Builder/Applicant/Project Name Units
A.M. Peak Hour P.M. Peak Hour Daily
Enzon's Table Commercial
Enzon's Table Residential
Heritage Grove4
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\Cumulative Projects_CIT.xlsx\Trip Gen Cumulative (2/22/2023) 1598 AGENDA ITEM NO. 13.
In Out Total In Out Total
Table 5‐B ‐ Cumulative Projects Trip Generation
Project
No. Land Use/Builder/Applicant/Project Name Units
A.M. Peak Hour P.M. Peak Hour Daily
CL04 .
Northeast of Timmy Avenue and Ness Avenue
Single‐Family Detached Housing3 10 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 2 5 7 6 4 10 94
CL05 .
Trip Generation 185 DU 20 66 86 66 38 104 1,356
CL06 .
Trip Generation 80.000 TSF 16 11 27 18 22 40 556
CL07 .
Trip Generation 255 DU 47 142 189 159 93 252 2,407
CL08 .
Trip Generation 176 DU 32 98 130 110 64 174 1,661
CL09 .
Trip Generation 137 DU 25 76 101 86 50 136 1,293
CL10 .
Southwest of Clovis Avenue and Riordan Avenue
Single‐Family Detached Housing3 10 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 2 5 7 6 4 10 94
CL11 .
622 N Pollasky Avenue
Warehousing17,18 15.100 TSF
Auto Trips 1 1 2 1 1 2 18
Total Truck Trips 000011 8
Total Trip Generation 1 1 2 1 2 3 26
CL12 .
466 Spruce Avenue
Warehousing17,18 11.470 TSF
Auto Trips 1 0 1 0 1 1 14
Total Truck Trips 000000 6
Total Trip Generation 1 0 1 0 1 1 20
CL13 .
541 DeWitt Avenue
Warehousing17,18 7.800 TSF
Auto Trips 101011 9
Total Truck Trips 000000 4
Total Trip Generation 1 0 1 0 1 1 13
CL14 .
520 Park Creek
Warehousing17,18 9.897 TSF
Auto Trips 1 0 1 0 1 1 12
Total Truck Trips 000000 5
Total Trip Generation 1 0 1 0 1 1 17
CL15 .
West of Clovis Avenue and Palo Alto Avenue
Hotel19 86 RM
Trips/Unit 0.26 0.20 0.46 0.30 0.29 0.59 7.99
Trip Generation 22 17 39 26 25 51 687
CL16 .
100 N Clovis Avenue
Medical‐Dental Office Building ‐ Stand‐Alone20 4.406 TSF Trips/Unit 2.45 0.65 3.10 1.18 2.75 3.93 36.00
Trip Generation 11 3 14 5 12 17 159
SPR 2021‐014
Tru Hotel Site
SPR 2021‐005
Tract 626316
TM 6268
SPR 2021‐004
SPR 2020‐002
SPR 2020‐007
TM 605014
Lennar ‐ Tract no. 6200 ‐Phase 1
15 TM 626212
The Well Church13
TM 6348
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\Cumulative Projects_CIT.xlsx\Trip Gen Cumulative (2/22/2023) 1599 AGENDA ITEM NO. 13.
In Out Total In Out Total
Table 5‐B ‐ Cumulative Projects Trip Generation
Project
No. Land Use/Builder/Applicant/Project Name Units
A.M. Peak Hour P.M. Peak Hour Daily
CL17 .
153 N Clovis Avenue
General Office Building21 3.298 TSF
Trips/Unit 1.34 0.18 1.52 0.24 1.20 1.44 10.84
Trip Generation 4 1 5 1 4 5 36
CL18 .
Trip Generation 605 DU 109 315 424 357 212 569 5,705
CL19 .
Trip Generation 74 DU 14 42 56 47 27 74 700
CL20 .
Trip Generation 95 DU 18 54 72 60 35 95 906
CL21 .
Southwest of Herndon Avenue and Armstrong Avenue
Multifamily Housing (Low‐Rise) Not Close to Rail Transit 6 252 DU Trips/Unit 0.10 0.30 0.40 0.32 0.19 0.51 6.74
Trip Generation 25 76 101 81 48 129 1,698
CL22 .
West of Temperance Avenue and Ness Avenue
Single‐Family Detached Housing3 8 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 1 4 5 5 3 8 75
CL23 .
East of Temperance Avenue and South of Shepherd Avenue
Single‐Family Detached Housing3 101 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 18 53 71 60 35 95 952
CL24 .
Trip Generation 150 Occupied Beds Hotel 1,153 469 1,622 978 1,674 2,652 30,008 220.000 TSF Retail
468.844 TSF Hospital
354.392 TSF MOB
100.00 Occupied Beds Assisted Living
CL25 .
West of Temperance Avenue and Herndon Avenue
Assisted Living26 150 Beds
Trips/Unit 0.11 0.07 0.18 0.09 0.15 0.24 2.60
Trip Generation 17 11 28 14 23 37 390
CL26 .
Trip Generation 7 20 27 23 14 37 349
37 DU
CL27 .
Trip Generation 162 DU 30 90 120 101 59 160 1,529
FC01 .
Northwest of Cooper Avenue and Auberry Road
Campground/Recreational Vehicle Park28 38.030 AC
Trips/Unit 0.20 0.28 0.48 0.68 0.30 0.98 7.30
Trip Generation 8 11 19 26 11 37 278
FC02 .
Northwest of Cooper Avenue and Lucan Avenue
Campground/Recreational Vehicle Park28 38.910 AC
Trips/Unit 0.20 0.28 0.48 0.68 0.30 0.98 7.30
Trip Generation 8 11 19 26 12 38 284
Tract 615424
TM 5807
Tract 633927
TM 623927
TM 6367
TM6309
SPR 90‐088A12
25 SPR 2018‐020
SPR 2005‐037A
TM 628423
North Shepherd22
CUP 3588
CUP 3526
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\Cumulative Projects_CIT.xlsx\Trip Gen Cumulative (2/22/2023) 1600 AGENDA ITEM NO. 13.
In Out Total In Out Total
Table 5‐B ‐ Cumulative Projects Trip Generation
Project
No. Land Use/Builder/Applicant/Project Name Units
A.M. Peak Hour P.M. Peak Hour Daily
F01 .
1000 E Copper Avenue
Multifamily Housing (Low‐Rise) Not Close to Rail Transit 6 501 DU Trips/Unit 0.10 0.30 0.40 0.32 0.19 0.51 6.74
Trip Generation 50 150 200 160 95 255 3,377
F02 .
1880 E Copper Avenue
Convenience Store/Gas Station ‐ GFA (2‐4k)29 4 VFP
Trips/Unit 8.03 8.03 16.06 9.21 9.21 18.42 265.12
Trip Generation 32 32 64 37 37 74 1,060
Pass‐by Trips30 (19) (19) (38) (21) (21) (41) (615)
Net New Trips 13 13 26 16 16 33 445
Strip Retail Plaza (<40k)1 23.400 TSF
Trips/Unit 1.42 0.94 2.36 3.30 3.29 6.59 54.45
Trip Generation 33 22 55 77 77 154 1,274
Pass‐by Trips2 0 0 0 (31) (31) (62) (510)
Net New Trips 33 22 55 46 46 92 764
Total Gross Trip Generation 65 54 119 114 114 228 2,334 Total Pass‐By Trips (19) (19) (38) (52) (52) (103) (1,124) Total Net Trip Generation 46 35 81 62 62 125 1,210
F03 .
11075 N Knotting Hill Drive
General Office Building21 28.000 TSF
Trips/Unit 1.34 0.18 1.52 0.24 1.20 1.44 10.84
Trip Generation 38 5 43 7 34 41 304
F04 .
2066 E Copper Avenue
Medical‐Dental Office Building ‐ Stand‐Alone20 43.560 TSF Trips/Unit 2.45 0.65 3.10 1.18 2.75 3.93 36.00
Trip Generation 107 28 135 51 120 171 1,568
F05 .
10061 N Maple Avenue
Convenience Store/Gas Station ‐ GFA (2‐4k)29 16 VFP
Trips/Unit 8.03 8.03 16.06 9.21 9.21 18.42 265.12
Trip Generation 128 128 256 147 147 294 4,242
Pass‐by Trips30 (97) (97) (195) (110) (110) (221) (3,203) Net New Trips 31 31 61 37 37 74 1,039
Strip Retail Plaza (<40k)1 6.900 TSF
Trips/Unit 1.42 0.94 2.36 3.30 3.29 6.59 54.45
Trip Generation 10 6 16 23 23 46 376
Pass‐by Trips2 0 0 0 (9) (9) (18) (150)
Net New Trips 10 6 16 14 14 28 226
Fast‐Food Restaurant without Drive‐Though Window31 1.892 TSF Trips/Unit 25.04 18.14 43.18 16.61 16.60 33.21 450.49
Trip Generation 47 34 81 31 31 62 852
Pass‐by Trips32 (24) (17) (41) (17) (17) (34) (447)
Net New Trips 24 17 41 14 14 28 405
Fast‐Food Restaurant with Drive‐Through Window33 2.695 TSF Trips/Unit 22.75 21.86 44.61 17.18 15.85 33.03 467.48
Trip Generation 61 59 120 46 43 89 1,260
Pass‐by Trips34 (31) (30) (60) (25) (24) (49) (662)
Net New Trips 31 30 60 21 19 40 599
Mini Warehouse35 164.611 TSF
Trips/Unit 0.05 0.04 0.09 0.07 0.08 0.15 1.45
Trip Generation 8 7 15 12 13 25 239
P21‐05249
P20‐02040
Copper River Apartments
P21‐05913
P21‐01385‐ Maple & Behymer Commercial and Self‐
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\Cumulative Projects_CIT.xlsx\Trip Gen Cumulative (2/22/2023) 1601 AGENDA ITEM NO. 13.
In Out Total In Out Total
Table 5‐B ‐ Cumulative Projects Trip Generation
Project
No. Land Use/Builder/Applicant/Project Name Units
A.M. Peak Hour P.M. Peak Hour Daily
Automated Car Wash36 2.420 TSF
Trips/Unit 5.66 3.32 8.98 7.10 7.10 14.20 163.09
Trip Generation 14 8 22 17 17 34 395
Total Gross Trip Generation 268 242 510 276 274 550 7,364 Total Pass‐By Trips (151) (144) (295) (162) (160) (322) (4,462) Total Net Trip Generation 117 98 215 114 114 228 2,902
F06 .
7521 N Chesnut Avenue
Multifamily Housing (Low‐Rise) Not Close to Rail Transit 6 105 DU Trips/Unit 0.10 0.30 0.40 0.32 0.19 0.51 6.74
Trip Generation 11 32 43 34 20 54 708
F07 .
2471 E Fir Avenue
General Office Building21 18.175 TSF
Trips/Unit 1.34 0.18 1.52 0.24 1.20 1.44 10.84
Trip Generation 24 3 27 4 22 26 197
F08 .
11479 N Willow Avenue
Single‐Family Detached Housing3 518 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 93 269 362 306 181 487 4,885
F09 .
10047 N Chestnut Avenue
Multifamily Housing (Low‐Rise) Not Close to Rail Transit 6 106 DU Trips/Unit 0.10 0.30 0.40 0.32 0.19 0.51 6.74
Trip Generation 11 32 43 34 20 54 714
F10 .
Trip Generation 274 DU 62 158 220 205 138 343 3,537
28.000 TSF Retail
F11 .
2884 East Shepherd Avenue
Fast‐Food Restaurant without Drive‐Though Window31 1.070 TSF Trips/Unit 25.04 18.14 43.18 16.61 16.60 33.21 450.49
Trip Generation 27 19 46 18 18 36 482
Pass‐by Trips32 (14) (10) (23) (10) (10) (20) (253)
Net New Trips 14 10 23 8 8 16 229
Gross Trip Generation 4,207 5,764 9,971 8,228 7,328 15,556 169,960 Pass‐By Trips Reduction (184) (172) (356) (824) (871) (1,694) (19,157) Total Net Trip Generation 4,023 5,592 9,615 7,404 6,457 13,862 150,803 Notes:
DU = Dwelling Units; TSF = Thousand Square Feet; RM = Rooms; VFP = Vehicle Fueling Positions; MOB=Medical Office Building; STU = Students; AC =Acre. 1 2 3 Rates from ITE Trip Generation Manual , (11th Edition), Land Use 210 ‐ "Single‐Family Detached Housing " , Setting/Location ‐ 'General Urban/Suburban'. 4 5
Rates from ITE Trip Generation Manual , (11th Edition), Land Use 215 ‐ "Single‐Family Attached Housing " , Setting/Location ‐ 'General Urban/Suburban'. 6 Rates from ITE Trip Generation Manual , (11th Edition), Land Use 220 ‐ "Multifamily Housing (Low Rise) Not Close to Rail Transit " , Setting/Location ‐ 'General Urban/Suburban'. 7 Rates from ITE Trip Generation Manual , (11th Edition), Land Use 820 ‐ "Shopping Center (>150k)" , Setting/Location ‐ 'General Urban/Suburban'. 8 9
Rates from ITE Trip Generation Manual , (11th Edition), Land Use 520 ‐ "Elementary School " , Setting/Location ‐ 'General Urban/Suburban'. 10 Rates from ITE Trip Generation Manual , (11th Edition), Land Use 821 ‐ "Shopping Plaza (40‐150k)‐ Supermarket ‐ Yes " , Setting/Location ‐ 'General Urban/Suburban'.
Rates from Institute of Transportation Engineers (ITE) Trip Generation Manual , (11th Edition) Land Use 822 ‐ "Strip Retail Plaza (<40k)" , Setting/Location ‐ 'General Urban/Suburban'.
Since pass‐by rates from the ITE Trip Generation Manual (11th Edition) for Land Use 822 ‐ 'Strip Retail Plaza (<40k)' do not exist. Pass‐by rates were taken from Land Use 821 ‐ 'Shopping Plaza (40‐150k).' A pass‐by rate of 40% was used for the p.m. peak hour. Since daily pass‐by rates are not available for this land use in the ITE Trip Generation Manual , the p.m. pass‐by rate was used as the daily pass‐by rate.
Pass‐by rates from the ITE Trip Generation Manual (11th Edition) for Land Use 820 ‐ 'Shopping Center (>150k).' A pass‐by rate of 29% was used for the p.m. peak hour. Since daily pass‐by rates are not available for this land use in the ITE Trip Generation Manual , the p.m. pass‐by rate was used as the daily pass‐by rate.
Based on the information obtained from the City, only Phase 1 of the Heritage Grove Specific Plan (between Shepherd to Perrin) is estimated to be completed by 2028. Therefore, trip generation for only Phase 1 of the Heritage Grove have been considered. Trip generation rates from ITE Trip Generation Manual , (11th Edition)for various land uses have been used to estimate the trip generation for this project. Trip distribution for this project heve been developed using the Fresno COG ABM select zone model run for these areas.
P21‐02506
P20‐03299
P22‐00358
P21‐01875
P20‐00213
T‐624937
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\Cumulative Projects_CIT.xlsx\Trip Gen Cumulative (2/22/2023) 1602 AGENDA ITEM NO. 13.
11 12 Trip generation taken from "Proposed Multifamily Residential Development Tentative Tract No. 6262" traffic study by Peters Engineering Group (May 2019). 13 Trip generation taken from "Proposed Church" traffic study by Peters Engineering Group (March 2021). 14 Trip generation taken from "Tentative Tract 6050 (Single‐Family Housing" traffic study by JLB Traffic Engineering, Inc. (April 2020). 15 Trip generation taken from "Shepherd Avenue" traffic study by JLB Traffic Engineering, Inc. (June 2018). 16 Trip generation taken from "TT 6263" traffic study by JLB Traffic Engineering, Inc. (August 2019). 17 18
19 Rates from ITE Trip Generation Manual , (11th Edition), Land Use 310 ‐ "Hotel " , Setting/Location ‐ 'General Urban/Suburban'. 20 Rates from ITE Trip Generation Manual , (11th Edition), Land Use 720 ‐ "Medical‐Dental Office Building ‐ Stand Alone" , Setting/Location ‐ 'General Urban/Suburban'. 21 22 Trip generation taken from "North Shepherd" scoping agreement by LSA (July 2022). 23 Trip generation taken from "Proposed McKenney Assemblage ‐ Tract 6284" traffic study by Peters Engineering Group (March 2020). 24 Trip generation taken from "Proposed Dry Creek Preserve Master Plan" traffic study by Peters Engineering Group (February 2018). 25 Trip generation taken from "Master Plan Expansion of the Clovis Community Medical Center" traffic study by JLB Traffic Engineering, Inc. (November 2017). 26 Rates from ITE Trip Generation Manual , (11th Edition), Land Use 254 ‐ "Assisted Living " , Setting/Location ‐ 'General Urban/Suburban'. 27 Trip generation taken from "Locan 35" traffic study by JLB Traffic Engineering, Inc. (October 2019). 28 Rates from ITE Trip Generation Manual , (11th Edition), Land Use 416 ‐ "Campground/Recreational Vehicle Park " , Setting/Location ‐ 'General Urban/Suburban'. 29 30
31 32
33 34
35 Rates from ITE Trip Generation Manual , (11th Edition), Land Use 151 ‐ "Mini Warehouse" , Setting/Location ‐ 'General Urban/Suburban'. 36 37 Trip generation taken from "Tract 6249" traffic study by KD Anderson & Associates, Inc. (June 2019).
Rates from ITE Trip Generation Manual , (11th Edition), Land Use 150 ‐ "Warehousing" , Setting/Location ‐ 'General Urban/Suburban'.
Rates from ITE Trip Generation Manual , (11th Edition), Land Use 710 ‐ "General Office Building" , Setting/Location ‐ 'General Urban/Suburban'.
Rates from ITE Trip Generation Manual , (11th Edition), Land Use 934 ‐ "Fast‐Food Restaurant with Drive‐Through Window" , Setting/Location ‐ 'General Urban/Suburban'.
Pass‐by rates from the ITE Trip Generation Manual (11th Edition) for Land Use 934 ‐ 'Fast‐Food Restaurant with Drive‐Through Window.' A pass‐by rate of 50% was used for the a.m. peak hour and a pass‐by rate of 55% was used for the p.m. peak hour. Since daily pass‐by rates are not available for this land use in the ITE Trip Generation Manual , the average of a.m and p.m. pass‐by rate was used as the daily pass‐by rate.
The truck mix percentages were obtained from South Coast Air Quality Management District (SCAQMD) recommendations for warehousing projects. As such, The truck mix was considered as 6.8% 2‐axle trucks, 5.5% 3‐axle trucks, and 18.7% 4 or more axle trucks. All truck trips were converted to passenger PCEs using a 1.5 PCE factor for 2‐axle trucks, 2.0 for 3‐axle trucks, and 3.0 for 4 or more axle trucks.
Pass‐by rates from the ITE Trip Generation Manual (11th Edition) for Land Use 821 ‐ 'Shopping Plaza (40‐150k)‐ Supermarket ‐ Yes.' A pass‐by rate of 40% was used for the p.m. peak hour. Since daily pass‐by rates are not available for this land use in the ITE Trip Generation Manual , the p.m. pass‐by rate was used as the daily pass‐by rate.
Rates from ITE Trip Generation Manual , (11th Edition), Land Use 948 ‐ "Automated Car Wash" , Setting/Location ‐ 'General Urban/Suburban'.
Rates from ITE Trip Generation Manual , (11th Edition), Land Use 945 ‐ "Convenience Store/Gas Station ‐ GFA (2‐4K)" , Setting/Location ‐ 'General Urban/Suburban'.
Pass‐by rates from the ITE Trip Generation Manual (11th Edition) for Land Use 945 ‐ 'Convenience Store/Gas Station ‐ GFA (2‐4K).' A pass‐by rate of 60% was used for the a.m. peak hour and a pass‐by rate of 56% was used for the p.m. peak hour. Since daily pass‐by rates are not available for this land use in the ITE Trip Generation Manual , the average of a.m and p.m. pass‐by rate was used as the daily pass‐by rate.
Rates from ITE Trip Generation Manual , (11th Edition), Land Use 933 ‐ "Fast‐Food Restaurant without Drive‐Through Window" , Setting/Location ‐ 'General Urban/Suburban'.
Since pass‐by rates from the ITE Trip Generation Manual (11th Edition) for Land Use 933 ‐ 'Fast‐Food Restaurant without Drive‐Through Window' do not exist. Pass‐by rates were taken from Land Use 934 ‐ 'Fast‐Food Restaurant with Drive‐Through Window.' A pass‐by rate of 50% was used for the a.m. peak hour and a pass‐by rate of 55% was used for the p.m. peak hour. Since daily pass‐by rates are not available for this land use in the ITE Trip Generation Manual , the average of a.m and p.m. pass‐by rate was used as the daily pass‐by rate.
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\Cumulative Projects_CIT.xlsx\Trip Gen Cumulative (2/22/2023) 1603
AGENDA ITEM NO. 13.
Cumulative Shepherd Near‐Term Near‐Term Existing Cumulative Shepherd Near‐Term Near‐Term Existing Project North (2026) Project (2026) (2022) Project North (2026) Project (2026) Roadway # Segment (2022) Trips Trips Without Project Trips Plus Project NP Trips Trips Without Project Trips Plus Project International Avenue 1 between Willow Avenue and Minnewawa Avenue 469 12 0 481 4 485 162 28 0 190 5 195 2 between Willow Avenue and Minnewawa Avenue 364 22 4 390 20 410 236 41 6 283 27 310 3 between Minnewawa Avenue and Clovis Avenue 699 18 4 721 33 754 372 36 6 414 45 459 4 between Clovis Avenue and Baron Avenue 699 13 4 716 33 749 372 28 6 406 45 451 5 between Willow Avenue and Minnewawa Avenue 884 974 106 1,964 74 2,038 1,033 1,481 142 2,656 100 2,756 6 between Minnewawa Avenue and Clovis Avenue 906 790 161 1,857 108 1,965 942 1,157 217 2,316 145 2,461 7 between Clovis Avenue and Sunnyside Avenue 870 798 267 1,935 54 1,989 806 1,151 359 2,316 72 2,388 8 between Sunnyside Avenue and Fowler Avenue 749 561 251 1,561 42 1,603 704 887 336 1,927 56 1,983 Herndon Avenue 9 between State Route 168 Eastbound Ramps and Clovis Avenue 2,914 372 112 3,398 108 3,506 3,756 482 129 4,367 145 4,512 10 between International Avenue and Behymer Avenue 1,273 357 47 1,677 36 1,713 835 533 63 1,431 49 1,480 11 between Behymer Avenue and Shepherd Avenue 1,632 1,217 43 2,892 20 2,912 1,452 1,922 57 3,431 27 3,458 12 between International Avenue and Behymer Avenue 863 69 0 932 12 944 602 87 0 689 16 705 13 between Behymer Avenue and Shepherd Avenue 542 690 0 1,232 0 1,232 483 939 0 1,422 0 1,422 14 between Behymer Avenue and Perrin Avenue 2 11 0 13 247 260 0 17 0 17 333 350 15 between Perrin Avenue and Clovis Avenue 0 135 0 135 375 510 0 199 0 199 505 704 16 between Baron Avenue and Shepherd Avenue 276 474 0 750 377 1,127 141 624 0 765 505 1,270 17 between Shepherd Avenue and Teague Avenue 503 333 105 941 215 1,156 457 465 142 1,064 289 1,353 18 between Teague Avenue and Nees Avenue 1,014 333 97 1,444 199 1,643 822 448 131 1,401 267 1,668 19 between Nees Avenue and Alluvial Avenue 1,007 547 129 1,683 161 1,844 1,087 766 152 2,005 217 2,222 20 between Alluvial Avenue and Herndon Avenue 1,476 481 129 2,086 153 2,239 1,726 661 152 2,539 206 2,745 Baron Avenue
Clovis Avenue
Shepherd Avenue
Willow Avenue
Minnewawa Avenue
Behymer Avenue
Table 5‐C ‐ Near Term (2026) Roadway Segment Peak Hour Traffic Volumes A.M. Peak Hour P.M. Peak Hour
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\xRoadway.xlsx\NT 2026 (3/15/2023) 1604 AGENDA ITEM NO. 13.
Cumulative Shepherd Adjusted Cumulative Cumulative Cumulative Shepherd Adjusted Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Roadway # Segment Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project International Avenue 1 between Willow Avenue and Minnewawa Avenue 745 0 745 4 749 442 0 442 5 447 2 between Willow Avenue and Minnewawa Avenue 929 4 933 20 953 920 6 926 27 953 3 between Minnewawa Avenue and Clovis Avenue 1,248 4 1,252 33 1,285 977 6 983 45 1,028 4 between Clovis Avenue and Baron Avenue 1,424 4 1,428 33 1,461 1,042 6 1,048 45 1,093 5 between Willow Avenue and Minnewawa Avenue 1,951 106 2,057 74 2,131 2,640 142 2,782 100 2,882 6 between Minnewawa Avenue and Clovis Avenue 1,781 161 1,942 108 2,050 2,204 217 2,421 145 2,566 7 between Clovis Avenue and Sunnyside Avenue 1,751 267 2,018 54 2,072 2,055 359 2,414 72 2,486 8 between Sunnyside Avenue and Fowler Avenue 1,356 251 1,607 42 1,649 1,671 336 2,007 56 2,063 Herndon Avenue 9 between State Route 168 Eastbound Ramps and Clovis Avenue 3,645 112 3,757 108 3,865 4,647 129 4,776 145 4,921 10 between International Avenue and Behymer Avenue 1,712 47 1,759 36 1,795 1,436 63 1,499 49 1,548 11 between Behymer Avenue and Shepherd Avenue 2,991 43 3,034 20 3,054 3,543 57 3,600 27 3,627 12 between International Avenue and Behymer Avenue 1,399 0 1,399 12 1,411 1,145 0 1,145 16 1,161 13 between Behymer Avenue and Shepherd Avenue 1,791 0 1,791 0 1,791 1,561 0 1,561 0 1,561 14 between Behymer Avenue and Perrin Avenue 621 0 621 247 868 554 0 554 333 887 15 between Perrin Avenue and Clovis Avenue 803 0 803 375 1,178 787 0 787 505 1,292 16 between Baron Avenue and Shepherd Avenue 1,118 0 1,118 377 1,495 955 0 955 505 1,460 17 between Shepherd Avenue and Teague Avenue 1,219 105 1,324 215 1,539 1,445 142 1,587 289 1,876 18 between Teague Avenue and Nees Avenue 1,568 97 1,665 199 1,864 1,636 131 1,767 267 2,034 19 between Nees Avenue and Alluvial Avenue 1,632 129 1,761 161 1,922 1,946 152 2,098 217 2,315 20 between Alluvial Avenue and Herndon Avenue 2,093 129 2,222 153 2,375 2,506 152 2,658 206 2,864 Clovis Avenue
Baron Avenue
Shepherd Avenue
Willow Avenue
Minnewawa Avenue
Behymer Avenue
Table 5‐D ‐ Cumulative (2046) Roadway Segment Peak Hour Traffic Volumes A.M. Peak Hour P.M. Peak Hour
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\xRoadway.xlsx\Cumulative 2046 (3/15/2023) 1605 AGENDA ITEM NO. 13.
6-1
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)
6.0 PROJECT TRAFFIC
6.1 PROJECT TRIP GENERATION
The trip generation for the proposed project was developed using rates from the ITE Trip Generation Manual (11th Edition) for Land Use 210 – “Single-Family Detached Housing.” Table 6-A summarizes the project trip generation. As shown in Table 6-A, the project is anticipated to generate 413 trips in the a.m. peak hour, 555 trips in the p.m. peak hour, and 5,564 daily trips.
6.2 PROJECT TRIP DISTRIBUTION AND ASSIGNMENT
The project trip distribution was developed using select zone model runs obtained from the Fresno COG ABM. Appendix A includes the select zone model plots for the proposed project. Figure 6-1 illustrates the project trip distribution. The project trip generation was applied to the corresponding trip distribution pattern to develop the project trip assignment. Figure 6-2 illustrates the project trip assignment.
6.3 LIST OF CHAPTER 6.0 FIGURES AND TABLES
• Figure 6-1: Project Trip Distribution
• Figure 6-2: Project Trip Assignment
• Table 6-A: Project Trip Generation
1606
AGENDA ITEM NO. 13.
(5%)
(4%) (11%) (3%) (18%)
(1%) (1%) (5%) (8%)
5% 1% 11% 1% 5% 18%
12 3 4 5 6
(8%) (91%) 13%
8% 26% 4% 9% 2%
7 8 9 10 11 12
(24%) (2%) (26%) 3% 1% 10%
2% 2% 26% 8% (3%) (10%)
(34%) (3%)
13 14 15 16 17 18
13%
6% (3%) (10%) 24%
(6%) (13%) (2%) (2%) (4%) (18%) (19%) 19 20 21 22 23 24
(2%)
(20%)
25 FIGURE 6-1
XX% (YY%)Inbound (Outbound) Distribution Tract Map 6343 Project Future Roadway Transportation Impact AnalysisProject Driveway Project Trip Distribution Willow Avenue/International AvenueClovis Avenue/Behymer Avenue State Route 168 Westbound Ramps/Herndon Avenue 20%
(4%)
(48%)
Clovis Avenue/Alluvial Avenue
48%
37%
(37%)
Baron Avenue/Project Driveway 6
37%(3%)
(2%)
39%
Clovis Avenue/Teague Avenue
Minnewawa Avenue/Shepherd Avenue
8%
5%
Minnewawa Avenue/International Avenue Minnewawa Avenue/Behymer Avenue (1%)
(2%)
Willow Avenue/Shepherd Avenue
1%
5%
3%
(5%)
Willow Avenue/Behymer Avenue
(5%)
4%
2%
(26%)
(52%)
(13%)
(9%)
(39%)
(4%)
4%
10%
91%
8%
4%
Clovis Avenue/Shepherd Avenue Clovis Avenue/Nees Avenue (8%)
2%
7%
34%
57%
52%
Clovis Avenue/Baron Avenue
3%
Baron Avenue/Perrin Avenue State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue Baron Avenue/Behymer AvenueBaron Avenue/Project Driveway 4 18%
(7%)
Baron Avenue/Project Driveway 5
19%
18%(5%)
Project Driveway 3/Perrin Avenue
2%
5%(18%)
3%
(8%)
(3%)
Fowler Avenue/Shepherd Avenue
(24%)
2%
3%(37%)
(26%)
(57%)
(1%)
3%
Hammel Avenue/Project Driveway 1 Hammel Avenue/Project Driveway 2 Sunnyside Avenue/Shepherd Avenue
3%
(3%)
24%
P:\CIT2201-TM 6343\PRODUCTS\Traffic\z45_Dist.xlsx 2/21/2023 1607
AGENDA ITEM NO. 13.
15 / 10
12 / 8 34 / 23 9 / 6 55 / 37
3 / 2 3 / 2 15 / 10 25 / 17
5 / 17 1 / 3 12 / 38 1 / 3 5 / 17 19 / 63 12 3 4 5 6
25 / 17 279 / 188 14 / 45
8 / 28 28 / 90 4 / 14 10 / 31 2 / 7
7 8 9 10 11 12
74 / 50 6 / 4 80 / 54 3 / 10 1 / 3 11 / 35 2 / 7 2 / 7 28 / 90 8 / 28 9 / 6 31 / 21 104 / 70 9 / 6
13 14 15 16 17 18
14 / 45
6 / 21 9 / 6 31 / 21 25 / 84
18 / 12 40 / 27 6 / 4 6 / 4
12 / 8 55 / 37 58 / 39
19 20 21 22 23 24
6 / 4
61 / 41
25 FIGURE 6-2
XXX / YYYAM / PM Peak Hour Traffic Volumes Tract Map 6343 Project Future Roadway Transportation Impact AnalysisProject Driveway Project Trip Assignment 80 / 54
25 / 17
9 / 6
3 / 2
3 / 10
175 / 118
3 / 10
36 / 118
60 / 198
55 / 181
Clovis Avenue/Baron Avenue Clovis Avenue/Alluvial Avenue 39 / 129
25 / 84
Clovis Avenue/Behymer Avenue
60 / 54
8 / 28
25 / 17
Baron Avenue/Perrin Avenue State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue Baron Avenue/Behymer Avenue 2 / 7
Sunnyside Avenue/Shepherd Avenue
117 / 87
4 / 14
20 / 66
2 / 7
7 / 24
34 / 73
96 / 317
2 / 7
12 / 8
4 / 14
5 / 17
Fowler Avenue/Shepherd Avenue
3 / 10
15 / 10
Willow Avenue/Behymer Avenue
15 / 10
4 / 14
2 / 7
80 / 54
160 / 108
40 / 27
Willow Avenue/International Avenue Minnewawa Avenue/Shepherd Avenue 8 / 28
5 / 17
Minnewawa Avenue/International Avenue Minnewawa Avenue/Behymer Avenue 3 / 2
6 / 4
Willow Avenue/Shepherd Avenue
1 / 3
6 / 4
114 / 77
41 / 136
Clovis Avenue/Nees Avenue
12 / 8
147 / 99
28 / 19
120 / 81
11 / 35
3 / 10
74 / 50 51 / 167 Clovis Avenue/Shepherd Avenue Clovis Avenue/Teague Avenue Baron Avenue/Project Driveway 4
9 / 6
48 / 135
Baron Avenue/Project Driveway 5
Baron Avenue/Project Driveway 6
Hammel Avenue/Project Driveway 1 Project Driveway 3/Perrin Avenue Hammel Avenue/Project Driveway 2 State Route 168 Westbound Ramps/Herndon Avenue
21 / 70
19 / 63
21 / 14
3 / 10
P:\CIT2201-TM 6343\PRODUCTS\Traffic\z45_Assign.xlsx 2/21/2023 1608
AGENDA ITEM NO. 13.
Land Use In Out Total In Out Total
Single‐Family Detached Housing 590 DU
Trips/Unit1 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 106 307 413 348 207 555 5,564
Notes:
DU = Dwelling Units
1 Table 6‐A ‐ Project Trip Generation
A.M. Peak Hour P.M. Peak Hour Daily Units
Rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition), Land Use 210 ‐ "Single‐Family Detached Housing", Setting/Location ‐ "General Urban/Suburban."
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\Trip Gen.xlsx\Trip Gen (2/22/2023) 1609
AGENDA ITEM NO. 13.
7-1
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)
7.0 TRAFFIC VOLUMES FOR PLUS PROJECT SCENARIOS
Existing, near-term, and cumulative plus project traffic volumes were developed by adding project traffic to the traffic for the corresponding without project scenarios. Figures 7-1, 7-2 and 7-3 illustrate “plus project” peak-hour traffic volumes at study intersections under existing, near-term, and cumulative conditions, respectively.
Detailed volume development worksheets are included in Appendix D.
7.1 LIST OF CHAPTER 7.0 FIGURES
• Figure 7-1: Existing Plus Project Peak-Hour Traffic Volumes • Figure 7-2: Near-Term (2026) Plus Project Peak-Hour Traffic Volumes • Figure 7-3: Cumulative (2046) Plus Project Peak-Hour Traffic Volumes 1610
AGENDA ITEM NO. 13.
53 / 29 55 / 26 113 / 155 306 / 105 91 / 85
267 / 62 131 / 91 332 / 338 160 / 96 346 / 379 14 / 5 16 / 31 47 / 36 1 / 0 12 / 6 69 / 36 22 / 9 67 / 11 29 / 36 1 / 4 3 / 3 33 / 20 70 / 37 126 / 48 255 / 361 101 / 56 119 / 86 358 / 453 198 / 110 203 / 81 145 / 113 44 / 30 152 / 81 12 3 4 5 6
62 / 52 180 / 74 89 / 77 294 / 304 363 / 385 407 / 302 479 / 208 279 / 188 109 / 77 35 / 22 44 / 36 253 / 198 60 / 122 77 / 81 40 / 53 15 / 22 337 / 343 222 / 87 306 / 415 269 / 342
118 / 103 194 / 249 153 / 175
7 8 9 10 11 12
160 / 142 3 / 6
650 / 590 79 / 184 1021 / 1062 454 / 191 382 / 331 1460 / 1455 1656 / 1548 148 / 316 3 / 3 31 / 29 959 / 1660 812 / 1366 271 / 456 245 / 170 9 / 6 8 / 9 491 / 529 213 / 360 832 / 1368 8 / 28 104 / 70 356 / 363 214 / 302 115 / 76
13 14 15 16 17 18
370 / 128 285 / 261 14 / 45
36 / 47 9 / 6 31 / 21 25 / 84
20 / 23 40 / 27 6 / 4 6 / 4
299 / 288 55 / 37 58 / 39
63 / 83
19 20 21 22 23 24
6 / 4
61 / 41
25 FIGURE 7-1
XXXX / YYYYAM / PM Peak Hour Traffic Volumes Tract Map 6343 Project Future Roadway Transportation Impact AnalysisProject Driveway Existing Plus Project Peak Hour Traffic Volumes 14 / 13
Clovis Avenue/Nees Avenue
27 / 31
482 / 320
308 / 279
170 / 277
3 / 2
3 / 10
175 / 118
57 / 90
11 / 11
36 / 118
Clovis Avenue/Alluvial Avenue
335 / 536
20 / 46
Clovis Avenue/Baron Avenue
2 / 4
2 / 7
263 / 430
120 / 276
9 / 9
60 / 198
25 / 17
Baron Avenue/Perrin Avenue State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue Baron Avenue/Behymer Avenue 11 / 35
74 / 50
117 / 87
34 / 73
145 / 123
2 / 7
Hammel Avenue/Project Driveway 1
Sunnyside Avenue/Shepherd Avenue
20 / 66
2 / 7
9 / 24
34 / 73
60 / 54
504 / 761
232 / 350
86 / 70
263 / 156
260 / 457
80 / 140
231 / 132
59 / 37
195 / 68
420 / 322
Project Driveway 3/Perrin Avenue
3 / 10
Clovis Avenue/Shepherd Avenue Clovis Avenue/Teague Avenue 3 / 0
3 / 0
83 / 30
Clovis Avenue/Behymer Avenue State Route 168 Westbound Ramps/Herndon Avenue Hammel Avenue/Project Driveway 2
454 / 497
729 / 342
66 / 66
96 / 317
114 / 225
14 / 12
305 / 374
86 / 11
434 / 266
62 / 19
Fowler Avenue/Shepherd Avenue
92 / 119
18 / 14
125 / 112
185 / 110
126 / 105
364 / 121
Willow Avenue/Behymer Avenue
84 / 120
567 / 461
16 / 24
48 / 51
6 / 3
247 / 238
147 / 80
74 / 10
581 / 371
Willow Avenue/International Avenue
70 / 46
Minnewawa Avenue/Shepherd Avenue
49 / 54
127 / 104
8 / 6
212 / 205
150 / 152
50 / 31
740 / 464
166 / 144
3 / 2
225 / 190
29 / 13
159 / 142
103 / 76
Minnewawa Avenue/Behymer Avenue
41 / 46
Minnewawa Avenue/International Avenue
317 / 103
202 / 216
0 / 1
Willow Avenue/Shepherd Avenue
160 / 243
50 / 92
587 / 657
61 / 67
40 / 17
690 / 531
126 / 77
321 / 687
70 / 124
536 / 334
70 / 43
127 / 146
Baron Avenue/Project Driveway 6
Baron Avenue/Project Driveway 4
9 / 6
48 / 135
21 / 70
19 / 63
21 / 14
3 / 10
Baron Avenue/Project Driveway 5
Future Intersection
P:\CIT2201-TM 6343\PRODUCTS\Traffic\z45_Vol_Exist_WP.xlsx 2/22/2023 1611
AGENDA ITEM NO. 13.
53 / 29 58 / 28 244 / 304 306 / 105 133 / 201 270 / 64 138 / 100 618 / 594 167 / 105 724 / 868 19 / 16 21 / 42 297 / 340 2 / 2 17 / 17 148 / 105 22 / 9 69 / 12 107 / 252 1 / 4 3 / 3 84 / 137 71 / 40 133 / 57 406 / 689 2 / 2 126 / 96 668 / 981 224 / 188 238 / 128 150 / 123 102 / 59 46 / 34 241 / 153 12 3 4 5 6
113 / 142 180 / 74 104 / 116
3 / 1 649 / 874 399 / 449 418 / 322
489 / 224 328 / 291 213 / 164 67 / 43 44 / 36 260 / 216 108 / 186 81 / 90 41 / 55 15 / 22 3 / 4 684 / 863 223 / 89 352 / 472 285 / 357
134 / 155 341 / 393 154 / 176
7 8 9 10 11 12
177 / 203 11 / 31
887 / 766 83 / 199 1063 / 1137 459 / 196 721 / 915 1536 / 1595 1955 / 1822 152 / 319 10 / 11 67 / 62 1049 / 1755 899 / 1462 356 / 677 249 / 176 9 / 6 63 / 133 511 / 545 223 / 367 887 / 1428 8 / 28 104 / 70 741 / 886 249 / 330 195 / 160
13 14 15 16 17 18
370 / 128 447 / 659 14 / 45
37 / 52 9 / 6 31 / 21 25 / 84
32 / 43 40 / 27 6 / 4 6 / 4
574 / 585 55 / 37 58 / 39
140 / 161
19 20 21 22 23 24
6 / 4
61 / 41
25 FIGURE 7-2
XXXX / YYYYAM / PM Peak Hour Traffic Volumes Tract Map 6343 Project Future Roadway Transportation Impact AnalysisProject Driveway Near-Term (2026) Plus Project Peak Hour Traffic Volumes 21 / 70
19 / 63
25 / 23
3 / 10
Baron Avenue/Project Driveway 5
Baron Avenue/Project Driveway 6
Baron Avenue/Project Driveway 4
9 / 6
52 / 144
61 / 67
40 / 17
1119 / 865
154 / 107
501 / 1164
153 / 312
823 / 553
70 / 43
127 / 147
Minnewawa Avenue/Shepherd Avenue
89 / 150
191 / 195
11 / 18
256 / 243
257 / 489
201 / 197
1270 / 1001
251 / 330
3 / 2
250 / 239
117 / 103
459 / 346
205 / 151
Minnewawa Avenue/Behymer Avenue
45 / 49
Minnewawa Avenue/International Avenue
320 / 105
219 / 237
0 / 1
Willow Avenue/Shepherd Avenue
185 / 279
213 / 472
872 / 1382
126 / 105
435 / 169
Willow Avenue/Behymer Avenue
130 / 170
775 / 749
19 / 36
49 / 55
6 / 3
261 / 260
138 / 124
201 / 156
75 / 12
770 / 670
Willow Avenue/International Avenue
72 / 48
Fowler Avenue/Shepherd Avenue
97 / 122
27 / 36
142 / 129
185 / 110
17 / 24
432 / 597
86 / 11
586 / 468
62 / 19
Clovis Avenue/Behymer Avenue State Route 168 Westbound Ramps/Herndon Avenue Hammel Avenue/Project Driveway 2
463 / 520
729 / 342
73 / 73
176 / 411
193 / 392
86 / 168
3 / 1
83 / 30
2 / 4
111 / 203
132 / 175
265 / 157
391 / 810
380 / 265
152 / 131
202 / 74
716 / 545
Project Driveway 3/Perrin Avenue
3 / 10
Clovis Avenue/Shepherd Avenue Clovis Avenue/Teague Avenue Sunnyside Avenue/Shepherd Avenue
20 / 66
2 / 7
16 / 32
38 / 82
67 / 62
598 / 987
250 / 389
11 / 35
74 / 50
124 / 95
38 / 76
208 / 282
2 / 7
Hammel Avenue/Project Driveway 1
24 / 19
2 / 7
307 / 560
122 / 280
99 / 108
64 / 207
25 / 17
Baron Avenue/Perrin Avenue State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue Baron Avenue/Behymer Avenue 58 / 43
Clovis Avenue/Nees Avenue
49 / 74
724 / 484
410 / 361
197 / 316
7 / 11
3 / 10
182 / 126
110 / 183
15 / 25
36 / 118
Clovis Avenue/Alluvial Avenue
462 / 882
20 / 46
Clovis Avenue/Baron Avenue
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\z45_Vol_2026 Near Term_WP.xlsx 3/15/2023 1612
AGENDA ITEM NO. 13.
77 / 56 171 / 52 254 / 318 380 / 160 140 / 211 447 / 103 365 / 142 645 / 621 526 / 218 754 / 907 42 / 17 99 / 128 311 / 357 50 / 2 43 / 18 152 / 108 23 / 9 72 / 13 112 / 265 5 / 70 3 / 7 88 / 144 93 / 125 157 / 121 419 / 719 2 / 2 133 / 374 699 / 1022 235 / 196 250 / 134 286 / 387 147 / 158 96 / 101 364 / 218 12 3 4 5 6
217 / 112 166 / 147 233 / 351 109 / 122
589 / 243 36 / 9 675 / 914 471 / 471 419 / 338 211 / 46 330 / 296 317 / 287 69 / 54 46 / 38 18 / 11 110 / 191 85 / 161 71 / 101 16 / 23 273 / 360 716 / 899 234 / 108 400 / 594 292 / 404 171 / 80 210 / 163 358 / 413 193 / 185
7 8 9 10 11 12
186 / 212 99 / 334
933 / 829 93 / 214 1112 / 1423 541 / 230 202 / 105 750 / 955 1704 / 2291 2151 / 2332 196 / 326 19 / 19 28 / 9 69 / 64 1236 / 1853 1080 / 1533 410 / 703 261 / 222 9 / 6 222 / 428 899 / 609 234 / 397 936 / 1499 166 / 253 104 / 70 774 / 922 364 / 349 204 / 168
13 14 15 16 17 18
386 / 282 469 / 690 14 / 45
75 / 72 9 / 6 31 / 21 25 / 84
53 / 54 40 / 27 6 / 4 6 / 4
703 / 613 55 / 37 58 / 39
282 / 169
19 20 21 22 23 24
6 / 4
61 / 41
25 FIGURE 7-3
XXXX / YYYYAM / PM Peak Hour Traffic Volumes Tract Map 6343 Project Future Roadway Transportation Impact AnalysisProject Driveway Cumulative (2046) Plus Project Peak Hour Traffic Volumes 441 / 187
Clovis Avenue/Nees Avenue
51 / 76
752 / 514
479 / 378
206 / 331
22 / 11
3 / 10
183 / 126
181 / 249
115 / 192
86 / 300
26 / 89
36 / 118
Clovis Avenue/Alluvial Avenue
467 / 915
21 / 48
Clovis Avenue/Baron Avenue
332 / 168
2 / 7
454 / 614
158 / 320
479 / 386
68 / 209
225 / 132
Baron Avenue/Perrin Avenue State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue Baron Avenue/Behymer Avenue 11 / 35
74 / 50
306 / 344
40 / 108
217 / 333
2 / 7
Hammel Avenue/Project Driveway 1
Sunnyside Avenue/Shepherd Avenue
20 / 66
2 / 7
183 / 265
253 / 197
236 / 295
380 / 609
629 / 1019
173 / 366
283 / 165
456 / 1192
117 / 222
597 / 273
159 / 136
301 / 77
980 / 630
Project Driveway 3/Perrin Avenue
3 / 10
Clovis Avenue/Shepherd Avenue Clovis Avenue/Teague Avenue 455 / 947
30 / 61
172 / 522
53 / 139
87 / 32
118 / 178
Clovis Avenue/Behymer Avenue State Route 168 Westbound Ramps/Herndon Avenue Hammel Avenue/Project Driveway 2
486 / 788
787 / 406
78 / 77
180 / 416
197 / 676
28 / 73
452 / 626
90 / 12
615 / 490
65 / 67 164 / 176
Fowler Avenue/Shepherd Avenue
100 / 370
32 / 38
534 / 241
342 / 155
166 / 203
455 / 176
33 / 10
450 / 384
Willow Avenue/Behymer Avenue
137 / 179
811 / 785
20 / 180
59 / 118
29 / 30
293 / 275
826 / 526
286 / 161
79 / 13
808 / 701
Willow Avenue/International Avenue
136 / 50
Minnewawa Avenue/Shepherd Avenue
92 / 154
218 / 313
12 / 28
269 / 430
310 / 681
211 / 207
1334 / 1051
263 / 344
8 / 3
589 / 254
123 / 108
892 / 504
331 / 159
Minnewawa Avenue/Behymer Avenue
115 / 149
Minnewawa Avenue/International Avenue
440 / 176
244 / 258
0 / 37
Willow Avenue/Shepherd Avenue
390 / 293
321 / 495
916 / 1451
91 / 90
63 / 32
1164 / 901
162 / 125
523 / 1212
161 / 328
852 / 584
115 / 110
279 / 261
Baron Avenue/Project Driveway 6
Baron Avenue/Project Driveway 4
9 / 6
258 / 251
21 / 70
19 / 63
240 / 138
3 / 10
Baron Avenue/Project Driveway 5
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\z45_Vol_2046 Cum_WP.xlsx 3/15/2023 1613
AGENDA ITEM NO. 13.
8-1
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)
8.0 INTERSECTION LEVELS OF SERVICE
8.1 EXISTING LEVELS OF SERVICE
Figure 4-1 illustrates existing study intersection geometrics and traffic control.
8.1.1 Study Intersections
An intersection LOS analysis was conducted for existing conditions using the methodologies previously discussed. Existing Signal timing Sheets were obtained from the City and Caltrans for all signalized analysis intersections. The signal timing sheets are included in Appendix C. It should be noted that the existing signal timings were utilized to analyze traffic operations under near-term and cumulative (2046) scenarios as a conservative approach. Table 8-A summarizes the results of this analysis and shows that the following intersections operate at an unsatisfactory LOS under existing conditions:
• Willow Avenue/International Avenue (a.m. peak hour only) • Minnewawa Avenue/International Avenue (a.m. peak hour only) • Minnewawa Avenue/Behymer Avenue (a.m. peak hour only) • Fowler Avenue/Shepherd Avenue (a.m. peak hour only)
All other study intersections operate at a satisfactory LOS under existing conditions.
8.1.2 Roadway Segments
A roadway segment LOS analysis was conducted for existing conditions using the methodologies previously discussed. Table 8-B summarizes the results of this analysis and shows that all the study roadway segments currently operate at a satisfactory LOS under existing conditions.
8.2 EXISTING PLUS PROJECT LEVELS OF SERVICE
Analysis of the existing with project scenario is provided to identify direct project-related operational deficiency if the project were to be built and in operation today. This scenario eliminates the effects of ambient growth and other cumulative projects and deals specifically with operational deficiencies only due to the project traffic. Figure 4-2 illustrates the study intersection geometrics and traffic control under all ‘plus project’ scenarios.
8.2.1 Study Intersections
An intersection LOS analysis was conducted for existing plus project conditions using the methodologies previously discussed. Table 8-A summarizes the results of this analysis and shows that the following intersection is forecasted to operate at an unsatisfactory LOS under existing plus project conditions:
• Willow Avenue/International Avenue (a.m. peak hour only) • Minnewawa Avenue/International Avenue (a.m. peak hour only) • Minnewawa Avenue/Behymer Avenue (a.m. peak hour only) 1614
AGENDA ITEM NO. 13.
8-2
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23) • Fowler Avenue/Shepherd Avenue (a.m. peak hour only)
Based on the operational deficiency criteria stated in Section 3.2 of this TIA, the project is forecasted to create an operational deficiency at these intersections. All other study intersections are forecasted to operate at a satisfactory LOS under existing plus project conditions.
It should be noted that all four intersections are currently operating at a deficient LOS. As such, the project is forecast to add to the existing deficiencies at these intersections.
8.2.2 Roadway Segments
A roadway segment LOS analysis was conducted for existing plus project conditions using the methodologies previously discussed. Table 8-B summarizes the results of this analysis and shows that all study roadway segments are forecasted to operate at a satisfactory LOS under existing plus project conditions.
8.3 NEAR-TERM (2026) PLUS PROJECT LEVELS OF SERVICE
8.3.1 Study Intersections
An intersection LOS analysis was conducted for near-term plus project conditions using the methodologies previously discussed. Table 8-C summarizes the results of this analysis and shows that the following intersections are forecasted to operate at an unsatisfactory LOS under near-term plus project conditions:
• Willow Avenue/International Avenue (a.m. peak hour only) • Minnewawa Avenue/International Avenue (a.m. peak hour only) • Minnewawa Avenue/Behymer Avenue (a.m. peak hour only) • Minnewawa Avenue/Shepherd Avenue (a.m. and p.m. peak hours) • Clovis Avenue/Shephard Avenue (p.m. peak hour only)
• Clovis Avenue/Nees Avenue (p.m. peak hour only)
• Clovis Avenue/Herndon Avenue (a.m. and p.m. peak hours) • Sunnyside Avenue/Shepherd Avenue (a.m. and p.m. peak hours) • Fowler Avenue/Shepherd Avenue (a.m. and p.m. peak hours) Based on the operational deficiency criteria stated in Section 3.2 of this TIA, the project is forecasted to create an operational deficiency at these intersections. All other study intersections are forecasted to operate at a satisfactory LOS under near-term plus project conditions.
8.3.2 Roadway Segments
A roadway segment LOS analysis was conducted for near-term plus project conditions using the methodologies previously discussed. Table 8-D summarizes the results of this analysis and shows that the following roadway segments are forecast to operate at an unsatisfactory LOS under nearterm plus project conditions:
1615
AGENDA ITEM NO. 13.
8-3
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23) • Shepherd Avenue between Willow Avenue and Minnewawa Avenue (p.m. peak hour only) • Shepherd Avenue between Clovis Avenue and Sunnyside Avenue (p.m. peak hour only) • Minnewawa Avenue between Behymer Avenue and Shepherd Avenue (a.m. and p.m. peak hours)
All other roadway segments are forecasted to operate at a satisfactory LOS under near-term plus project conditions.
8.4 CUMULATIVE (2046) WITHOUT PROJECT LEVELS OF SERVICE
8.4.1 Study Intersections
An intersection LOS analysis was conducted for cumulative without project conditions using the methodologies previously discussed. Table 8-E summarizes the results of this analysis and shows that the following intersections are forecasted to operate at an unsatisfactory LOS under cumulative without project conditions:
• Willow Avenue/International Avenue (a.m. peak hour only) • Willow Avenue/Shepherd Avenue (p.m. peak hour only)
• Minnewawa Avenue/International Avenue (a.m. peak hour only) • Minnewawa Avenue/Behymer Avenue (a.m. and p.m. peak hours) • Minnewawa Avenue/Shepherd Avenue (a.m. and p.m. peak hours) • Clovis Avenue/Behymer Avenue (a.m. and p.m. peak hours) • Clovis Avenue/Baron Avenue (p.m. peak hour only)
• Clovis Avenue/Shepherd Avenue (p.m. peak hour only)
• Clovis Avenue/Nees Avenue (a.m. and p.m. peak hours)
• Clovis Avenue/Herndon Avenue (a.m. and p.m. peak hours) • Baron Avenue/Behymer Avenue (a.m. peak hour only)
• Sunnyside Avenue/Shepherd Avenue (a.m. and p.m. peak hours) • Fowler Avenue/Shepherd Avenue (a.m. and p.m. peak hours) All other study intersections are forecasted to operate at a satisfactory LOS under cumulative (2046) without project conditions.
8.4.2 Roadway Segments
A roadway segment LOS analysis was conducted for cumulative without project conditions using the methodologies previously discussed. Table 8-F summarizes the results of this analysis and shows that the following roadway segments are forecast to operate at an unsatisfactory LOS under cumulative without project conditions:
• Behymer Avenue between Minnewawa Avenue and Sunnyside Avenue (a.m. peak hour only) • Behymer Avenue between Clovis Avenue and Baron Avenue (a.m. peak hour only) • Shepherd Avenue between Willow Avenue and Minnewawa Avenue (p.m. peak hour only) • Shepherd Avenue between Clovis Avenue and Sunnyside Avenue (p.m. peak hour only) • Minnewawa Avenue between International Avenue and Behymer Avenue (a.m. peak hour only) 1616
AGENDA ITEM NO. 13.
8-4
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23) • Minnewawa Avenue between Behymer Avenue and Shepherd Avenue (a.m. and p.m. peak hours)
All other roadway segments are forecasted to operate at a satisfactory LOS under cumulative without project conditions.
8.5 CUMULATIVE (2046) PLUS PROJECT LEVELS OF SERVICE
8.5.1 Study Intersections
An intersection LOS analysis was conducted for cumulative plus project conditions using the methodologies previously discussed. Table 8-E summarizes the results of this analysis and shows that the following intersection is forecasted to operate at an unsatisfactory LOS under cumulative plus project conditions:
• Willow Avenue/International Avenue (a.m. peak hour only) • Willow Avenue/Shepherd Avenue (p.m. peak hour only)
• Minnewawa Avenue/International Avenue (a.m. peak hour only) • Minnewawa Avenue/Behymer Avenue (a.m. and p.m. peak hours) • Minnewawa Avenue/Shepherd Avenue (a.m. and p.m. peak hours) • Clovis Avenue/Behymer Avenue (a.m. and p.m. peak hours) • Clovis Avenue/Baron Avenue (a.m. and p.m. peak hours) • Clovis Avenue/Shepherd Avenue (p.m. peak hour only)
• Clovis Avenue/Nees Avenue (a.m. and p.m. peak hours)
• Clovis Avenue/Alluvial Avenue (a.m. peak hour only)
• Clovis Avenue/Herndon Avenue (a.m. and p.m. peak hours) • Baron Avenue/Behymer Avenue (a.m. peak hour only)
• Sunnyside Avenue/Shepherd Avenue (a.m. and p.m. peak hours) • Fowler Avenue/Shepherd Avenue (a.m. and p.m. peak hours) Based on the operational deficiency criteria stated in Section 3.2 of this TIA, the project is forecasted to create an operational deficiency at these intersections. All other study intersections are forecasted to operate at a satisfactory LOS under cumulative plus project conditions.
It should be noted that out of 14 intersections that are forecast to operate at a deficient LOS under cumulative (2046) plus project conditions, 13 intersections are forecast to operate at a deficient LOS under cumulative (2046) without project conditions. As such, the project will be adding to the forecasted deficiencies at these intersections.
Detailed intersection LOS worksheets are included in Appendix E.
8.5.2 Roadway Segments
A roadway segment LOS analysis was conducted for cumulative plus project conditions using the methodologies previously discussed. Table 8-F summarizes the results of this analysis and shows that the following roadway segments are forecast to operate at an unsatisfactory LOS under cumulative plus project conditions:
1617
AGENDA ITEM NO. 13.
8-5
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23) • Behymer Avenue between Minnewawa Avenue and Sunnyside Avenue (a.m. peak hour only) • Behymer Avenue between Clovis Avenue and Baron Avenue (a.m. peak hour only) • Shepherd Avenue between Willow Avenue and Minnewawa Avenue (p.m. peak hour only) • Shepherd Avenue between Clovis Avenue and Sunnyside Avenue (a.m. and p.m. peak hours) • Shepherd Avenue between Sunnyside Avenue and Fowler Avenue (p.m. peak hour only) • Minnewawa Avenue between International Avenue and Behymer Avenue (a.m. peak hour only) • Minnewawa Avenue between Behymer Avenue and Shepherd Avenue (a.m. and p.m. peak hours)
• Baron Avenue between Perrin Avenue and Clovis Avenue (p.m. peak hour only) Based on the operational deficiency criteria stated in Section 3.2 of this TIA, the project is forecasted to create an operational deficiency at these roadway segments. All other roadway segments are forecasted to operate at a satisfactory LOS under cumulative plus project conditions.
It should be noted that out of the eight roadway segments forecast to operate at a deficient LOS, six segments are forecast to operate at a deficient LOS under cumulative (2046) without project conditions. As such, the project is forecast to add to the forecasted deficiencies at these six roadway segments.
8.6 LIST OF CHAPTER 8.0 TABLES
• Table 8-A: Existing Intersection Levels of Service
• Table 8-B: Existing Roadway Segment Levels of Service • Table 8-C: Near-Term (2026) Intersection Levels of Service • Table 8-D: Near-Term (2026) Roadway Segment Levels of Service • Table 8-E: Cumulative (2046) Intersection Levels of Service • Table 8-F: Cumulative (2046) Roadway Segment Levels of Service 1618
AGENDA ITEM NO. 13.
A.M. Peak Hour P.M. Peak Hour
Increase Increase
Delay Delay Delay Delay in Delay in Delay Improvement
Intersection Jurisdiction Control (sec.) LOS (sec.) LOS Control (sec.) LOS (sec.) LOS (sec.) (sec.) Required? 1 . Willow Avenue/International Avenue Clovis/Fresno D Signal 72.7 E * 25.6 C Signal 78.2 E * 26.1 C 5.5 0.5 Yes 2 . Willow Avenue/Behymer Avenue Clovis/Fresno D Signal 27.5 C 27.5 C Signal 27.7 C 27.7 C 0.2 0.2 No 3 . Willow Avenue/Shepherd Avenue Clovis/Fresno D Signal 37.1 D 40.2 D Signal 37.8 D 40.9 D 0.7 0.7 No 4 . Minnewawa Avenue/International Avenue Clovis D TWSC 41.8 E * 10.7 B TWSC 43.0 E * 10.8 B 1.2 0.1 Yes 5 . Minnewawa Avenue/Behymer Avenue Clovis D AWSC 58.7 F * 12.3 B AWSC 69.9 F * 13.0 B 11.2 0.7 Yes 6 . Minnewawa Avenue/Shepherd Avenue Clovis D Signal 46.7 D 45.8 D Signal 48.0 D 47.2 D 1.3 1.4 No 7 . Clovis Avenue/Behymer Avenue Clovis D ‐‐ 0.0 0.0 No 8 . Clovis Avenue/Baron Avenue Clovis D AWSC 8.0 A 7.4 A AWSC 11.5 B 11.6 B 3.5 4.2 No 9 . Clovis Avenue/Shepherd Avenue Clovis D Signal 50.1 D 54.5 D Signal 45.2 D 54.5 D ‐4.9 0.0 No 10 . Clovis Avenue/Teague Avenue Clovis D Signal 29.6 C 16.8 B Signal 30.1 C 18.9 B 0.5 2.1 No 11 . Clovis Avenue/Nees Avenue Clovis D Signal 50.3 D 50.9 D Signal 51.4 D 51.3 D 1.1 0.4 No 12 . Clovis Avenue/Alluvial Avenue Clovis D Signal 40.8 D 37.5 D Signal 40.9 D 37.7 D 0.1 0.2 No 13 . State Route 168 Westbound Ramps/Herndon Avenue Caltrans 45 sec Signal 26.1 C 26.2 C Signal 26.4 C 26.2 C 0.3 0.0 No 14 . State Route 168 Eastbound Ramps/Herndon Avenue Caltrans 45 sec Signal 21.0 C 22.7 C Signal 21.2 C 24.2 C 0.2 1.5 No 15 . Clovis Avenue/Herndon Avenue Clovis D Signal 44.1 D 51.3 D Signal 45.5 D 52.9 D 1.4 1.6 No 16 . Baron Avenue/Behymer Avenue Clovis D ‐ OWSC 16.0 C 11.0 B 16.0 11.0 No 17 . Baron Avenue/Perrin Avenue Clovis D ‐ OWSC 10.1 B 9.8 A 10.1 9.8 No 18 . Sunnyside Avenue/Shepherd Avenue Clovis D AWSC 13.2 B 12.9 B AWSC 14.3 B 14.6 B 1.1 1.7 No 19 . Fowler Avenue/Shepherd Avenue Clovis D Signal 69.1 E * 54.6 D Signal 69.3 E * 54.9 D 0.2 0.3 Yes 20 . Hammel Avenue/Project Driveway 1 Clovis D ‐ OWSC 8.5 A 8.6 A 8.5 8.6 No 21 . Hammel Avenue/Project Driveway 2 Clovis D ‐ OWSC 8.7 A 8.8 A 8.7 8.8 No 22 . Project Driveway 3/Perrin Avenue Clovis D ‐ OWSC 8.8 A 8.6 A 8.8 8.6 No 23 . Baron Avenue/Project Driveway 4 Clovis D ‐ OWSC 8.6 A 8.7 A 8.6 8.7 No 24 . Baron Avenue/Project Driveway 5 Clovis D ‐ OWSC 8.9 A 8.9 A 8.9 8.9 No 25 . Baron Avenue/Project Driveway 6 Clovis D ‐ OWSC 9.3 A 9.2 A 9.3 9.2 No Notes:
AWSC= All‐Way Stop Control; OWSC = One‐Way Stop Control; TWSC = Two‐Way Stop Control; LOS = Level of Service Delay = Average control delay in seconds (For OWSC/TWSC intersections, reported delay is for worst‐case movement). * Exceeds LOS Standard
Future Intersection Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection Future Intersection
Future Intersection Future Intersection
Table 8‐A ‐ Existing Intersection Levels of Service
LOS
Standard
Without Project Plus Project
A.M. Peak Hour P.M. Peak Hour A.M. Peak Hour P.M. Peak Hour Future Intersection Future Intersection
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\LOS.xlsx\2022 Exist LOS (2/22/2023) 1619 AGENDA ITEM NO. 13.
Volume3 LOS Volume3 LOS Volume3 LOS Volume3 LOS
Segments on International Avenue
1 . between Willow Avenue and Minnewawa Avenue Clovis 2‐Lane Undivided Collector 1,310 470 C 480 C 170 C 170 C Segments on Behymer Avenue
2 . between Willow Avenue and Minnewawa Avenue Clovis 2‐Lane Undivided Arterial 1,310 370 C 390 C 240 C 270 C 3 . between Minnewawa Avenue and Clovis Avenue Clovis 2‐Lane Undivided Arterial 1,310 700 D 740 D 380 C 420 C 4 . between Clovis Avenue and Baron Avenue Clovis 2‐Lane Undivided Collector 1,310 700 D 740 D 380 C 420 C Segments on Shepherd Avenue
5 . between Willow Avenue and Minnewawa Avenue Clovis 3‐Lane Raised Median Arterial 2,830 890 C 960 C 1,040 C 1,140 C 6 . between Minnewawa Avenue and Clovis Avenue Clovis 3‐Lane Raised Median Arterial 2,830 910 C 1,020 C 950 C 1,090 C 7 . between Clovis Avenue and Sunnyside Avenue Clovis 2‐Lane Undivided Expressway 2,130 870 C 930 C 810 C 880 C 8 . between Sunnyside Avenue and Fowler Avenue Clovis 2‐Lane Undivided Expressway 2,130 750 C 800 C 710 C 760 C Segments on Herndon Avenue
9 . between State Route 168 Eastbound Ramps and Clovis Avenue Clovis 10‐Lane Raised Median Arterial 9,475 2,920 C 3,030 C 3,760 C 3,910 C Segments on Willow Avenue
10 . between International Avenue and Behymer Avenue Clovis 6‐Lane Raised Median Arterial 5,680 1,280 C 1,310 C 840 C 890 C 11 . between Behymer Avenue and Shepherd Avenue Clovis 6‐Lane Raised Median Arterial 5,680 1,640 C 1,660 C 1,460 C 1,480 C Segments on Minnewawa Avenue
12 . between International Avenue and Behymer Avenue Clovis 2‐Lane Undivided Collector 1,310 870 D 880 D 610 D 620 D 13 . between Behymer Avenue and Shepherd Avenue Clovis 2‐Lane Undivided Arterial 1,310 550 C 550 C 490 C 490 C Segments on Baron Avenue
14 . between Behymer Avenue and Perrin Avenue Clovis 2‐Lane Undivided Collector 1,310 10 C 250 C 0 C 340 C 15 . between Perrin Avenue and Clovis Avenue Clovis 2‐Lane Undivided Collector 1,310 380 C 510 C Segments on Clovis Avenue
16 . between Baron Avenue and Shepherd Avenue Clovis 4‐Lane Raised Median Arterial 3,780 280 C 660 C 150 C 650 C 17 . between Shepherd Avenue and Teague Avenue Clovis 4‐Lane Raised Median Arterial 3,780 510 C 720 C 460 C 750 C 18 . between Teague Avenue and Nees Avenue Clovis 4‐Lane Raised Median Arterial 3,780 1,020 C 1,220 C 830 C 1,090 C 19 . between Nees Avenue and Alluvial Avenue Clovis 4‐Lane Raised Median Arterial 3,780 1,010 C 1,170 C 1,090 C 1,310 C 20 . between Alluvial Avenue and Herndon Avenue Clovis 4‐Lane Raised Median Arterial 3,780 1,480 C 1,630 C 1,730 C 1,940 C Notes:
LOS = Level of Service
123
Jurisdiction
Future Segment Future Segment
Existing Classification
Peak Hour
Roadway
Capacity2
Roadway Segment
Roadway volumes have been rounded up to the nearest ten.
Roadway capacities for all segments have been obtained from the Clovis General Plan and Development Code Update Draft PEIR, dated June 2014.
Classifications for all segments have been obtained from the City of Clovis's General Plan Circulation Map, dated 2014.
A.M. Peak Hour P.M. Peak Hour
Without Project Plus Project Without Project
Table 8‐B ‐ Existing Roadway Segment Weekday Peak Hour Levels of Service Plus Project
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\xRoadway LOS.xlsx\Existing (3/15/2023) 1620 AGENDA ITEM NO. 13.
Delay Delay Improvement
Intersection Jurisdiction Control (sec.) LOS (sec.) LOS Required? 1 . Willow Avenue/International Avenue Clovis/Fresno D Signal 99.6 F * 31.9 C Yes 2 . Willow Avenue/Behymer Avenue Clovis/Fresno D Signal 28.4 C 37.7 D No 3 . Willow Avenue/Shepherd Avenue Clovis/Fresno D Signal 43.7 D 53.0 D No 4 . Minnewawa Avenue/International Avenue Clovis D TWSC 47.1 E * 18.3 C Yes 5 . Minnewawa Avenue/Behymer Avenue Clovis D AWSC 100.9 F * 16.9 C Yes 6 . Minnewawa Avenue/Shepherd Avenue Clovis D Signal 118.0 F * 148.0 F * Yes 7 . Clovis Avenue/Behymer Avenue Clovis D AWSC 12.5 B 8.7 A No 8 . Clovis Avenue/Baron Avenue Clovis D AWSC 30.1 D 33.9 D No 9 . Clovis Avenue/Shepherd Avenue Clovis D Signal 53.0 D 69.6 E * Yes 10 . Clovis Avenue/Teague Avenue Clovis D Signal 30.3 C 21.4 C No 11 . Clovis Avenue/Nees Avenue Clovis D Signal 51.5 D 60.7 E * Yes 12 . Clovis Avenue/Alluvial Avenue Clovis D Signal 42.6 D 40.0 D No13 . State Route 168 Westbound Ramps/Herndon Avenue Caltrans 45 sec Signal 27.3 C 26.9 C No 14 . State Route 168 Eastbound Ramps/Herndon Avenue Caltrans 45 sec Signal 22.4 C 36.6 D No 15 . Clovis Avenue/Herndon Avenue Clovis D Signal 57.9 E * 67.6 E * Yes 16 . Baron Avenue/Behymer Avenue Clovis D OWSC 15.9 C 10.7 B No 17 . Baron Avenue/Perrin Avenue Clovis D OWSC 10.1 B 9.8 A No18 . Sunnyside Avenue/Shepherd Avenue Clovis D AWSC >200 F * >200 F * Yes 19 . Fowler Avenue/Shepherd Avenue Clovis D Signal 81.7 F * 137.6 F * Yes 20 . Hammel Avenue/Project Driveway 1 Clovis D OWSC 8.5 A 8.6 A No 21 . Hammel Avenue/Project Driveway 2 Clovis D OWSC 8.7 A 8.8 A No 22 . Project Driveway 3/Perrin Avenue Clovis D OWSC 8.8 A 8.6 A No 23 . Baron Avenue/Project Driveway 4 Clovis D OWSC 8.7 A 8.8 A No 24 . Baron Avenue/Project Driveway 5 Clovis D OWSC 9.0 A 9.0 A No 25 . Baron Avenue/Project Driveway 6 Clovis D OWSC 9.4 A 9.2 A No Notes:
AWSC= All‐Way Stop Control; OWSC = One‐Way Stop Control; TWSC = Two‐Way Stop Control; LOS = Level of Service Delay = Average control delay in seconds (For OWSC/TWSC intersections, reported delay is for worst‐case movement). * Exceeds LOS Standard
Table 8‐C ‐ Near‐Term (2026) Intersection Levels of Service Plus Project
A.M. Peak Hour P.M. Peak Hour
LOS
Standard
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\LOS.xlsx\2026 NT LOS (3/15/2023) 1621 AGENDA ITEM NO. 13.
Delay Delay Improvement
Intersection Jurisdiction Control (sec.) LOS (sec.) LOS Required? Table 8‐C ‐ Near‐Term (2026) Intersection Levels of Service Plus Project
A.M. Peak Hour P.M. Peak Hour
LOS
Standard
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\LOS.xlsx\2026 NT LOS (3/15/2023) 1622 AGENDA ITEM NO. 13.
Volume3 LOS Volume3 LOS
Segments on International Avenue
1 . between Willow Avenue and Minnewawa Avenue Clovis 2‐Lane Undivided Collector 1,310 490 C 200 C Segments on Behymer Avenue
2 . between Willow Avenue and Minnewawa Avenue Clovis 2‐Lane Undivided Arterial 1,310 410 C 310 C 3 . between Minnewawa Avenue and Clovis Avenue Clovis 2‐Lane Undivided Arterial 1,310 760 D 460 C 4 . between Clovis Avenue and Baron Avenue Clovis 2‐Lane Undivided Collector 1,310 750 D 460 C Segments on Shepherd Avenue
5 . between Willow Avenue and Minnewawa Avenue Clovis 3‐Lane Raised Median Arterial 2,830 2,040 D 2,760 E * 6 . between Minnewawa Avenue and Clovis Avenue Clovis 3‐Lane Raised Median Arterial 2,830 1,970 D 2,470 D 7 . between Clovis Avenue and Sunnyside Avenue Clovis 2‐Lane Undivided Expressway 2,130 1,990 D 2,390 F * 8 . between Sunnyside Avenue and Fowler Avenue Clovis 2‐Lane Undivided Expressway 2,130 1,610 D 1,990 D Segments on Herndon Avenue
9 . between State Route 168 Eastbound Ramps and Clovis Avenue Clovis 10‐Lane Raised Median Arterial 9,475 3,510 C 4,520 C Segments on Willow Avenue
10 . between International Avenue and Behymer Avenue Clovis 6‐Lane Raised Median Arterial 5,680 1,720 C 1,480 C 11 . between Behymer Avenue and Shepherd Avenue Clovis 6‐Lane Raised Median Arterial 5,680 2,920 C 3,460 D Segments on Minnewawa Avenue
12 . between International Avenue and Behymer Avenue Clovis 2‐Lane Undivided Collector 1,310 950 D 710 D 13 . between Behymer Avenue and Shepherd Avenue Clovis 2‐Lane Undivided Arterial 1,310 1,240 E * 1,430 F * Segments on Baron Avenue
14 . between Behymer Avenue and Perrin Avenue Clovis 2‐Lane Undivided Collector 1,310 260 C 350 C 15 . between Perrin Avenue and Clovis Avenue Clovis 2‐Lane Undivided Collector 1,310 510 C 710 D Segments on Clovis Avenue
16 . between Baron Avenue and Shepherd Avenue Clovis 4‐Lane Raised Median Arterial 3,780 1,130 C 1,270 C 17 . between Shepherd Avenue and Teague Avenue Clovis 4‐Lane Raised Median Arterial 3,780 1,160 C 1,360 C 18 . between Teague Avenue and Nees Avenue Clovis 4‐Lane Raised Median Arterial 3,780 1,650 C 1,670 C 19 . between Nees Avenue and Alluvial Avenue Clovis 4‐Lane Raised Median Arterial 3,780 1,850 C 2,230 D 20 . between Alluvial Avenue and Herndon Avenue Clovis 4‐Lane Raised Median Arterial 3,780 2,240 D 2,750 D Notes:
LOS = Level of Service
123
Table 8‐D ‐ Near‐Term (2026) Roadway Segment Levels of Service Roadway Segment Existing Classification
Peak Hour
Roadway
Capacity2
A.M. Peak Hour P.M. Peak Hour
Plus Project Plus Project Jurisdiction
Roadway volumes have been rounded up to the nearest ten.
Classifications for all segments have been obtained from the City of Clovis's General Plan Circulation Map, dated 2014.
Roadway capacities for all segments have been obtained from the Clovis General Plan and Development Code Update Draft PEIR, dated June 2014.
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\xRoadway LOS.xlsx\NT 2026 (3/15/2023) 1623 AGENDA ITEM NO. 13.
A.M. Peak Hour P.M. Peak Hour
Increase Increase
Delay Delay Delay Delay in Delay in Delay Improvement
Intersection Jurisdiction Control (sec.) LOS (sec.) LOS Control (sec.) LOS (sec.) LOS (sec.) (sec.) Required? 1 . Willow Avenue/International Avenue Clovis/Fresno D Signal 75.4 E * 26.1 C Signal 79.6 E * 29.0 C 4.2 2.9 Yes 2 . Willow Avenue/Behymer Avenue Clovis/Fresno D Signal 41.4 D 31.1 C Signal 43.2 D 31.6 C 1.8 0.5 No 3 . Willow Avenue/Shepherd Avenue Clovis/Fresno D Signal 50.8 D 61.9 E * Signal 51.0 D 64.1 E * 0.2 2.2 Yes 4 . Minnewawa Avenue/International Avenue Clovis D TWSC 195.2 F * 28.4 D TWSC >200 F * 29.9 D 13.1 1.5 Yes 5 . Minnewawa Avenue/Behymer Avenue Clovis D AWSC >200 F * >200 F * AWSC >200 F * >200 F * 18.2 11.1 Yes 6 . Minnewawa Avenue/Shepherd Avenue Clovis D Signal 154.0 F * 149.0 F * Signal 164.2 F * 162.3 F * 10.2 13.3 Yes 7 . Clovis Avenue/Behymer Avenue Clovis D AWSC >200 F * >200 F * AWSC >200 F * >200 F * 19.5 5.6 Yes 8 . Clovis Avenue/Baron Avenue Clovis D AWSC 30.1 D >200 F * AWSC 79.2 F * >200 F * 49.1 49.8 Yes 9 . Clovis Avenue/Shepherd Avenue Clovis D Signal 50.7 D 69.1 E * Signal 50.7 D 71.3 E * 0.0 2.2 Yes 10 . Clovis Avenue/Teague Avenue Clovis D Signal 31.7 C 18.8 B Signal 34.7 C 21.7 C 3.0 2.9 No 11 . Clovis Avenue/Nees Avenue Clovis D Signal 59.1 E * 83.4 F * Signal 59.5 E * 83.8 F * 0.4 0.4 Yes 12 . Clovis Avenue/Alluvial Avenue Clovis D Signal 51.7 D 46.6 D Signal 56.4 E * 49.7 D 4.7 3.1 Yes 13 . State Route 168 Westbound Ramps/Herndon Avenue Caltrans 45 sec Signal 31.0 C 27.4 C Signal 32.1 C 27.4 C 1.1 0.0 No 14 . State Route 168 Eastbound Ramps/Herndon Avenue Caltrans 45 sec Signal 22.2 C 31.5 C Signal 22.6 C 38.3 D 0.4 6.8 No 15 . Clovis Avenue/Herndon Avenue Clovis D Signal 56.8 E * 83.5 F * Signal 63.5 E * 90.4 F * 6.7 6.9 Yes 16 . Baron Avenue/Behymer Avenue Clovis D OWSC 61.3 F * 16.3 C OWSC 86.7 F * 17.6 C 25.4 1.3 Yes 17 . Baron Avenue/Perrin Avenue Clovis D TWSC 10.3 B 9.8 A OWSC 13.1 B 14.3 B 2.8 4.5 No18 . Sunnyside Avenue/Shepherd Avenue Clovis D AWSC >200 F * >200 F * AWSC >200 F * >200 F * 21.6 32.9 Yes 19 . Fowler Avenue/Shepherd Avenue Clovis D Signal 85.3 F * 122.6 F * Signal 86.0 F * 129.1 F * 0.7 6.5 Yes 20 . Hammel Avenue/Project Driveway 1 Clovis D ‐ OWSC 8.5 A 8.6 A 8.5 8.6 No 21 . Hammel Avenue/Project Driveway 2 Clovis D ‐ OWSC 8.7 A 8.8 A 8.7 8.8 No22 . Project Driveway 3/Perrin Avenue Clovis D ‐ OWSC 8.8 A 8.6 A 8.8 8.6 No23 . Baron Avenue/Project Driveway 4 Clovis D ‐ OWSC 9.9 A 10.4 B 9.9 10.4 No 24 . Baron Avenue/Project Driveway 5 Clovis D ‐ OWSC 10.4 B 10.8 B 10.4 10.8 No 25 . Baron Avenue/Project Driveway 6 Clovis D ‐ OWSC 11.0 B 11.4 B 11.0 11.4 No Notes:
AWSC= All‐Way Stop Control; OWSC = One‐Way Stop Control; TWSC = Two‐Way Stop Control; LOS = Level of Service Delay = Average control delay in seconds (For OWSC/TWSC intersections, reported delay is for worst‐case movement). * Exceeds LOS Standard
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Table 8‐E ‐ Cumulative (2046) Intersection Levels of Service Without Project Plus Project
A.M. Peak Hour P.M. Peak Hour A.M. Peak Hour P.M. Peak Hour LOS
Standard
Future Intersection Future Intersection
Future Intersection Future Intersection
Future Intersection Future Intersection
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\LOS.xlsx\2046 Cumulative LOS (3/15/2023) 1624 AGENDA ITEM NO. 13.
Volume3 LOS Volume3 LOS Volume3 LOS Volume3 LOS
Segments on International Avenue
1 . between Willow Avenue and Minnewawa Avenue Clovis 2‐Lane Undivided Collector 1,310 750 D 750 D 450 C 450 C Segments on Behymer Avenue
2 . between Willow Avenue and Minnewawa Avenue Clovis 2‐Lane Undivided Arterial 1,310 940 D 960 D 930 D 960 D 3 . between Minnewawa Avenue and Clovis Avenue Clovis 2‐Lane Undivided Arterial 1,310 1,260 E * 1,290 E * 990 D 1,030 D 4 . between Clovis Avenue and Baron Avenue Clovis 2‐Lane Undivided Collector 1,310 1,430 F * 1,470 F * 1,050 D 1,100 D Segments on Shepherd Avenue
5 . between Willow Avenue and Minnewawa Avenue Clovis 3‐Lane Raised Median Arterial 2,830 2,060 D 2,140 D 2,790 E * 2,890 F * 6 . between Minnewawa Avenue and Clovis Avenue Clovis 3‐Lane Raised Median Arterial 2,830 1,950 D 2,050 D 2,430 D 2,570 D 7 . between Clovis Avenue and Sunnyside Avenue Clovis 2‐Lane Undivided Expressway 2,130 2,020 D 2,080 E * 2,420 F * 2,490 F * 8 . between Sunnyside Avenue and Fowler Avenue Clovis 2‐Lane Undivided Expressway 2,130 1,610 D 1,650 D 2,010 D 2,070 E * Segments on Herndon Avenue
9 . between State Route 168 Eastbound Ramps and Clovis Avenue Clovis 10‐Lane Raised Median Arterial 9,475 3,760 C 3,870 C 4,780 C 4,930 C Segments on Willow Avenue
10 . between International Avenue and Behymer Avenue Clovis 6‐Lane Raised Median Arterial 5,680 1,760 C 1,800 C 1,500 C 1,550 C 11 . between Behymer Avenue and Shepherd Avenue Clovis 6‐Lane Raised Median Arterial 5,680 3,040 C 3,060 D 3,600 D 3,630 D Segments on Minnewawa Avenue
12 . between International Avenue and Behymer Avenue Clovis 2‐Lane Undivided Collector 1,310 1,400 F * 1,420 F * 1,150 D 1,170 D 13 . between Behymer Avenue and Shepherd Avenue Clovis 2‐Lane Undivided Arterial 1,310 1,800 F * 1,800 F * 1,570 F * 1,570 F * Segments on Baron Avenue
14 . between Behymer Avenue and Perrin Avenue Clovis 2‐Lane Undivided Collector 1,310 630 D 870 D 560 C 890 D 15 . between Perrin Avenue and Clovis Avenue Clovis 2‐Lane Undivided Collector 1,310 810 D 1,180 D 790 D 1,300 E * Segments on Clovis Avenue
16 . between Baron Avenue and Shepherd Avenue Clovis 4‐Lane Raised Median Arterial 3,780 1,120 C 1,500 C 960 C 1,470 C 17 . between Shepherd Avenue and Teague Avenue Clovis 4‐Lane Raised Median Arterial 3,780 1,330 C 1,540 C 1,590 C 1,880 C 18 . between Teague Avenue and Nees Avenue Clovis 4‐Lane Raised Median Arterial 3,780 1,670 C 1,870 C 1,770 C 2,040 D 19 . between Nees Avenue and Alluvial Avenue Clovis 4‐Lane Raised Median Arterial 3,780 1,770 C 1,930 C 2,100 D 2,320 D 20 . between Alluvial Avenue and Herndon Avenue Clovis 4‐Lane Raised Median Arterial 3,780 2,230 D 2,380 D 2,660 D 2,870 D Notes:
LOS = Level of Service
123
Table 8‐F ‐ Cumulative (2046) Roadway Segment Levels of Service Roadway Segment Existing Classification
Peak Hour
Roadway
Capacity2
A.M. Peak Hour P.M. Peak Hour
Without Project Plus Project Without Project Plus Project Jurisdiction Roadway volumes have been rounded up to the nearest ten.
Classifications for all segments have been obtained from the City of Clovis's General Plan Circulation Map, dated 2014.
Roadway capacities for all segments have been obtained from the Clovis General Plan and Development Code Update Draft PEIR, dated June 2014.
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\xRoadway LOS.xlsx\Cum 2046 (3/15/2023) 1625 AGENDA ITEM NO. 13.
9‐1
T RANSPORTATION I MPACT A NALYSIS
A UGUST 2023
T RACT MAP 6343 P ROJECT
CLOVIS , C ALIFORNIA
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (01/10/24)
9.0 CIRCULATION IMPROVEMENTS AND FUNDING SOURCES
9.1 RECOMMENDED IMPROVEMENTS
Improvements have been recommended at study intersections and roadway segments where an operational deficiency has been identified based on the results of the LOS analysis. Table 9‐A summarizes the recommended improvements for study intersections for all analysis scenarios.
Tables 9‐B, 9‐C, and 9‐D summarize the post‐improvement intersection LOS under existing, near‐ term, and cumulative conditions, respectively.
It should be noted that as shown in Tables 8‐A, 8‐C, and 8‐E, the intersections of SR‐ 168 Westbound Ramps/Herndon Avenue, and SR‐ 168 Eastbound Ramps/Herndon Avenue are forecast to operate at a satisfactory LOS under all scenarios. However, as shown in Tables 10‐B and 10‐C, both the ramp intersections are projected to have queuing deficiencies under future conditions (Near‐term and cumulative scenarios). Additionally, the adjacent intersection of Clovis Avenue/Herndon Avenue is forecast to operate at an unsatisfactory LOS under Near‐term, and cumulative scenarios, which may further deteriorate the ramp performance due to proximity of this intersection to the freeway ramps. Therefore, an evaluation of these intersections using signal timing coordination and optimization was performed under near‐term and cumulative scenario. As shown in Tables 9‐C, and 9‐D, the intersection of Clovis Avenue/Herndon Avenue is forecast to operate at a satisfactory LOS along with the ramp intersections under Near‐term, and cumulative scenarios with implementation of this improvement. Further, as shown in Tables 10‐E and 10‐F, and discussed in chapter 10.0 of this report, this also helps eliminate the queuing issues at the ramp intersections along with additional storage length improvement proposed to the SR‐ 168 Westbound Ramps at Herndon Avenue.
Detailed LOS worksheets are included in Appendix E. Figures 9‐1, 9‐2, and 9‐3 illustrate the with recommended improvements intersection geometrics and traffic control under existing, near‐term, and cumulative conditions, respectively.
It should be noted that peak‐hour signal warrant analyses have been conducted for the intersections where a signal has been proposed. As such, a signal was only recommended as an improvement if it meets the peak‐hour signal warrant. Detailed signal warrant analysis worksheets are included in Appendix F.
Table 9‐E summarizes the recommended improvements for roadway segments for all analysis scenarios. Tables 9‐F and 9‐G summarize the post‐improvement roadway segment LOS under near‐ term and cumulative conditions, respectively.
9.2 FUNDING SOURCES AND MECHANISMS
Where there is a funding mechanism (fee program) for the recommended improvements, payment into the fee program would be considered sufficient project obligation to alleviate project‐related operational deficiencies. At study locations where the addition of project traffic creates an operational deficiency (existing Plus project conditions) and there is no funding mechanism in place, the project will be responsible for the implementation of the improvement. At locations where the 1626
AGENDA ITEM NO. 13.
9‐2
T RANSPORTATION I MPACT A NALYSIS
A UGUST 2023
T RACT MAP 6343 P ROJECT
CLOVIS , C ALIFORNIA
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (01/10/24) project adds to or creates a forecast deficiency and there is no funding mechanism in place, the project is responsible for its fair‐share payment.
9.2.1 City of Clovis Development Impact Fee Program and Operations Several recommended improvements are part of City of Clovis operations or Clovis Development Impact Fee (DIF) Program. As such, improvements that proposes optimizing the signal timings or modifications of existing signal operations only would be implemented by City of Clovis operations.
Additionally, improvements that are included in the City’s DIF program, the project will be paying into this fee program for these improvements. The City currently have three mechanisms within its DIF program which will be responsible for these improvements. Following is a summary of these three mechanisms within the City’s DIF program:
Traffic Signal Fee: The Traffic Signal fee pays for the construction and financing of those certain planned traffic signals at the intersection of Major Streets and the interconnecting fiber optic system.
Outside Travel Lane Fee: The Outside Travel Lane fee pays for the construction and financing of those certain planned travel lanes of a Major Street that are located between the frontage improvements and the Center Travel Lanes.
Center Travel Lane Fee: The Center Travel Lane fee pays for the construction and financing of those certain planned travel lanes of a Major Street that are located within the median area. The fee also includes the adjacent travel lane on roads with 4 lanes or less, or the 2 adjacent lanes on 6‐lane roads.
9.2.2 Fresno County Regional Transportation Mitigation Fee Program The Fresno County Regional Transportation Mitigation Fee (RTMF) was created to fulfill one of the terms of the Measure ‘C’ Extension ballot measure, which was approved by Fresno County voters in 2006. The RTMF became effective on January 1, 2010. The RTMF is “intended to ensure that future development contributes to its fair share towards the cost of infrastructure to mitigate the cumulative, indirect regional transportation impacts of new growth in a manner consistent with the provisions of the State of California Mitigation Fee Act”. The fees help fund improvements needed to maintain the target level of service in the face of higher traffic volumes brought on by new developments. As such, any new development within Fresno County, including developments within the City are required to pay the RTMF fee based on the adopted fee structure. The project will also be paying the RTMF fee which will help fund improvements and maintenance of the regional roadway network. As such, one of the listed improvements is covered by RTMF.
9.2.3 Project Fair Share
In the absence of a fee program where the project has an impact on the roadway network, the project will pay its respective fair share for the proposed improvements. The project’s fair share has been calculated based on project traffic as a percentage of total growth of existing traffic plus project volumes. However, none of the improvements require a far share payment.
Table 9‐H summarizes the recommended improvement for the deficient intersections, and their funding mechanism.
1627
AGENDA ITEM NO. 13.
9‐3
T RANSPORTATION I MPACT A NALYSIS
A UGUST 2023
T RACT MAP 6343 P ROJECT
CLOVIS , C ALIFORNIA
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (01/10/24) Table 9‐I summarizes the corresponding improvements and funding mechanism for the roadway segments.
9.3 LIST OF CHAPTER 9.0 FIGURES AND TABLES
• Figure 9‐1: Existing Plus Project with Improvements Study Intersection Geometrics and Traffic Control
• Figure 9‐2: Near‐Term (2026) Plus Project with Improvements Study Intersection Geometrics and Traffic Control
• Figure 9‐3: Cumulative (2046) Plus Project with Improvements Study Intersection Geometrics and Traffic Control
• Table 9‐A: Recommended Improvements for Intersections • Table 9‐B: Existing Plus Project with Recommended Improvements Intersection Levels of Service • Table 9‐C: Near‐Term (2026) Plus Project with Recommended Improvements Intersection Levels of Service
• Table 9‐D: Cumulative (2046) Plus Project with Improvements with Recommended Improvements Intersection Levels of Service
• Table 9‐E: Recommended Improvements for Roadway Segments • Table 9‐F: Near‐Term (2026) Plus Project with Recommended Improvements Roadway Segments Levels of Service
• Table 9‐G: Cumulative (2046) Plus Project with Recommended Improvements Roadway Segments Levels of Service
• Table 9‐H: Intersection Improvement Funding Mechanism • Table 9‐I: Roadway Segment Improvement Funding Mechanism and Fair Share 1628
AGENDA ITEM NO. 13.
123456
7 8 9 10 11 12
13 14 15 16 17 18
19 20 21 22 23 2425 ###
FIGURE
9‐1
Legend
Signal Free right‐turn Future Roadway Optimize Signal Timing Tract Map 6343 Project Stop Sign Right‐turn overlap Project Driveway Install Traffic Signal Transportation Impact AnalysisDefacto right turn Yield
U‐turn
Recommended Improvements Existing Plus Project with Improvements Study Intersection Geometrics and Traffic Control Sunnyside Avenue/Shepherd Avenue
Hammel Avenue/Project Driveway 2 Project Driveway 3/Perrin Avenue Baron Avenue/Project Driveway 4 Baron Avenue/Project Driveway 5Willow Avenue/Shepherd Avenue Minnewawa Avenue/International Avenue Minnewawa Avenue/Behymer Avenue Minnewawa Avenue/Shepherd AvenueClovis Avenue/Shepherd Avenue Clovis Avenue/Teague Avenue Clovis Avenue/Nees Avenue Clovis Avenue/Alluvial Avenue
Clovis Avenue/Herndon Avenue Baron Avenue/Behymer Avenue Baron Avenue/Perrin Avenue
Willow Avenue/International Avenue Willow Avenue/Behymer Avenue
Clovis Avenue/Behymer Avenue Clovis Avenue/Baron Avenue State Route 168 Westbound Ramps/Herndon Avenue State Route 168 Eastbound Ramps/Herndon Avenue
Baron Avenue/Project Driveway 6Fowler Avenue/Shepherd Avenue Hammel Avenue/Project Driveway 1 D
F
O
Y
F
D
F
F
D
Future Intersection
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\g‐45_Geo_Exist WP_Impro.xlsx 2/22/2023 1629 AGENDA ITEM NO. 13.
123456
7 8 9 10 11 12
13 14 15 16 17 18
19 20 21 22 23 2425 ###
FIGURE
9‐2
Legend
Signal Free right‐turn Future Roadway Optimize Signal Timing Tract Map 6343 Project Stop Sign Right‐turn overlap Project Driveway Install Traffic Signal Transportation Impact AnalysisDefacto right turn Yield
U‐turn
Recommended Improvements Near ‐Term (2026) Plus Project with Improvements Study Intersection Geometrics and Traffic Control Sunnyside Avenue/Shepherd Avenue
Hammel Avenue/Project Driveway 2 Project Driveway 3/Perrin Avenue Baron Avenue/Project Driveway 4 Baron Avenue/Project Driveway 5Willow Avenue/Shepherd Avenue Minnewawa Avenue/International Avenue Minnewawa Avenue/Behymer Avenue Minnewawa Avenue/Shepherd AvenueClovis Avenue/Shepherd Avenue Clovis Avenue/Teague Avenue Clovis Avenue/Nees Avenue Clovis Avenue/Alluvial Avenue
Clovis Avenue/Herndon Avenue Baron Avenue/Behymer Avenue Baron Avenue/Perrin Avenue
Willow Avenue/International Avenue Willow Avenue/Behymer Avenue
Clovis Avenue/Behymer Avenue Clovis Avenue/Baron Avenue State Route 168 Westbound Ramps/Herndon Avenue State Route 168 Eastbound Ramps/Herndon Avenue
Baron Avenue/Project Driveway 6Fowler Avenue/Shepherd Avenue Hammel Avenue/Project Driveway 1 D
F
O
Y
F
D
F
F
D
O
O
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\g‐45_Geo_2026 NT WP_Impro.xlsx 3/15/2023 1630 AGENDA ITEM NO. 13.
123456
7 8 9 10 11 12
13 14 15 16 17 18
19 20 21 22 23 2425 ###
FIGURE
9‐3
Legend
Signal Free right‐turn Future Roadway Optimize Signal Timing Tract Map 6343 Project Stop Sign Right‐turn overlap Project Driveway Install Traffic Signal Transportation Impact AnalysisDefacto right turn Yield
U‐turn
Recommended Improvements Cumulative (2046) Plus Project with Improvements Study Intersection Geometrics and Traffic Control Clovis Avenue/Behymer Avenue Clovis Avenue/Baron Avenue State Route 168 Westbound Ramps/Herndon Avenue State Route 168 Eastbound Ramps/Herndon Avenue
Baron Avenue/Project Driveway 6Fowler Avenue/Shepherd Avenue Hammel Avenue/Project Driveway 1
Willow Avenue/International Avenue Willow Avenue/Behymer Avenue
Clovis Avenue/Herndon Avenue Baron Avenue/Behymer Avenue Baron Avenue/Perrin Avenue
Sunnyside Avenue/Shepherd Avenue
Hammel Avenue/Project Driveway 2 Project Driveway 3/Perrin Avenue Baron Avenue/Project Driveway 4 Baron Avenue/Project Driveway 5Willow Avenue/Shepherd Avenue Minnewawa Avenue/International Avenue Minnewawa Avenue/Behymer Avenue Minnewawa Avenue/Shepherd AvenueClovis Avenue/Shepherd Avenue Clovis Avenue/Teague Avenue Clovis Avenue/Nees Avenue Clovis Avenue/Alluvial Avenue
D
F
O
Y
F
D
F
F
D
O
O
O
O
O
O
O
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\g‐45_Geo_2046 Cum WP_Impro.xlsx 7/21/2023 1631 AGENDA ITEM NO. 13.
Existing Near‐Term (2026) Cumulative (2046)
Jurisdiction Plus Project Improvements Plus Project Improvements Plus Project Improvements 1 . Willow Avenue/International Avenue Clovis/Fresno Optimize signal timing. Optimize signal timing. Optimize signal timing. 3 Willow Avenue/Shepherd Avenue Clovis/Fresno Add NBR and EBR overlap phasing, Optimize signal timing.
4 Minnewawa Avenue/International Avenue Clovis Convert from TWSC to AWSC Convert from TWSC to AWSC Install a signal. Add NBL, SBL. 5 Minnewawa Avenue/Behymer Avenue Clovis Install a signal. Install a signal. Add NBL, SBL. Install a signal. Add NBL, SBL, EBL, WBL, WBR. 6 Minnewawa Avenue/Shepherd Avenue Clovis Add NBT, SBT, WBT. Optimize the signal timing. Add NBT, SBT, WBT. Add EBR overlap phasing. Optimize the signal timing.
7 Clovis Avenue/Behymer Avenue Clovis Install a signal. Add NBL, SBL, EBL, EBR, WBR, WBL. 8 Clovis Avenue/Baron Avenue Clovis Restripe NB approach to NBU, NBT, and NBR (Part of Clovis Avenue Extension).
Install a signal. Restripe NB approach to NBU, NBT, and NBR (Part of Clovis Avenue Extension).
9 Clovis Avenue/Shepherd Avenue Clovis Optimize signal timing. Optimize signal timing. 11 Clovis Avenue/Nees Avenue Clovis Optimize signal timing. Optimize signal timing. 12 Clovis Avenue/Alluvial Avenue Clovis Optimize signal timing. 15 Clovis Avenue/Herndon Avenue Clovis Add EBR and SBR overlap phasing and restrict NB and EB U‐turns. Coordinate and optimize signal along with the
SR‐168 ramp intersections.
Add EBR and SBR overlap phasing and restrict NB and EB
U‐turns. Coordinate and optimize signal along with the
SR‐168 ramp intersections.
16 Baron Avenue/Behymer Avenue Clovis Install a signal with E/W split phasing. 18 Sunnyside Avenue/Shepherd Avenue Clovis Install a signal. Add NBL, SBL, SBR, EBL, EBR, WBL, WBT, WBR.
Install a signal. Add NBL, SBL, SBR with overlap phasing, EBL, EBT, EBR, WBL, WBT, WBR with overlap phasing.
19 Fowler Avenue/Shepherd Avenue Clovis Optimize signal timing. Optimize signal timing. Optimize signal timing.
Notes:
NB = Northbound, SB = Southbound, EB = Eastbound, WB = Westbound L = Left, T = Through, R = Right
Table 9‐A ‐ Recommended Improvements for Intersections
Intersection
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\Int Improvements.xlsx\Int LOS MIT All (7/21/2023) 1632 AGENDA ITEM NO. 13.
Delay Delay Delay Delay
Intersection Jurisdiction Control (sec.) LOS (sec.) LOS Control (sec.) LOS (sec.) LOS 1 . Willow Avenue/International Avenue Clovis/Fresno D Signal 78.2 E * 26.1 C Signal 47.0 D 26.1 C 4 . Minnewawa Avenue/International Avenue Clovis D TWSC 43.0 E * 10.8 B AWSC 22.1 C 10.4 B 5 . Minnewawa Avenue/Behymer Avenue Clovis D AWSC 69.9 F * 13.0 B Signal 17.6 B 11.8 B 19 . Fowler Avenue/Shepherd Avenue Clovis D Signal 69.3 E * 54.9 D Signal 35.5 D 36.7 D Notes:
OWSC = One‐Way Stop Control; TWSC = Two‐Way Stop Control; LOS = Level of Service Delay = Average control delay in seconds (For OWSC/TWSC intersections, reported delay is for worst‐case movement). * Exceeds LOS Standard
Table 9‐B ‐ Existing Plus Project with Recommended Improvements Intersection Levels of Service LOS
Standard
Plus Project Without Improvements Plus Project With Improvements A.M. Peak Hour P.M. Peak Hour A.M. Peak Hour P.M. Peak Hour P:\CIT2201‐TM 6343\PRODUCTS\Traffic\LOS.xlsx\2022 Exist Mit (2/22/2023) 1633 AGENDA ITEM NO. 13.
Delay Delay Delay Delay Delay
Intersection Jurisdiction Control (sec.) LOS (sec.) (sec.) LOS Control (sec.) LOS (sec.) LOS 1 . Willow Avenue/International Avenue Clovis/Fresno D Signal 99.6 F * 31.9 31.9 C Signal 48.4 D 31.9 C4 . Minnewawa Avenue/International Avenue Clovis D TWSC 47.1 E * 18.3 18.3 C AWSC 25.4 D 11.0 B 5 . Minnewawa Avenue/Behymer Avenue Clovis D AWSC 100.9 F * 16.9 16.9 C Signal 17.9 B 11.5 B 6 . Minnewawa Avenue/Shepherd Avenue Clovis D Signal 118.0 F * 148.0 148.0 F * Signal 49.2 D 45.6 D 9 . Clovis Avenue/Shepherd Avenue Clovis D Signal 53.0 D 69.6 69.6 E * Signal 53.0 D 45.6 D 11 . Clovis Avenue/Nees Avenue Clovis D Signal 51.5 D 60.7 60.7 E * Signal 38.5 D 44.4 D15 . Clovis Avenue/Herndon Avenue Clovis D Signal 57.9 E * 67.6 67.6 E * Signal 33.4 C 46.2 D 18 . Sunnyside Avenue/Shepherd Avenue Clovis D AWSC >200 F * >200 533.4 F * Signal 34.1 C 39.2 D 19 . Fowler Avenue/Shepherd Avenue Clovis D Signal 81.7 F * 137.6 137.6 F * Signal 46.3 D 43.7 D Notes:
OWSC = One‐Way Stop Control; TWSC = Two‐Way Stop Control; LOS = Level of Service Delay = Average control delay in seconds (For OWSC/TWSC intersections, reported delay is for worst‐case movement). * Exceeds LOS Standard
Table 9‐C ‐ Near‐Term (2026) Plus Project with Recommended Improvements Intersection Levels of Service LOS
Standard
Plus Project Without Improvements Plus Project With Improvements A.M. Peak Hour P.M. Peak Hour A.M. Peak Hour P.M. Peak Hour P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\LOS.xlsx\2026 OY Mit (4/24/2023) 1634 AGENDA ITEM NO. 13.
Delay Delay Delay Delay
Intersection Jurisdiction Control (sec.) LOS (sec.) LOS Control (sec.) LOS (sec.) LOS 1 . Willow Avenue/International Avenue Clovis/Fresno D Signal 79.6 E * 29.0 C Signal 48.9 D 29.0 C 3 . Willow Avenue/Shepherd Avenue Clovis/Fresno D Signal 51.0 D 64.1 E * Signal 48.1 D 54.6 D 4 . Minnewawa Avenue/International Avenue Clovis D TWSC >200 F * 29.9 D Signal 27.5 C 19.9 B 5 . Minnewawa Avenue/Behymer Avenue Clovis D AWSC >200 F * >200 F * Signal 43.5 D 31.1 C 6 . Minnewawa Avenue/Shepherd Avenue Clovis D Signal 164.2 F * 162.3 F * Signal 54.7 D 50.5 D 7 . Clovis Avenue/Behymer Avenue Clovis D AWSC >200 F * >200 F * Signal 40.1 D 42.3 D 8 . Clovis Avenue/Baron Avenue Clovis D AWSC 79.2 F * >200 F * Signal 15.0 B 23.9 C 9 . Clovis Avenue/Shepherd Avenue Clovis D Signal 50.7 D 71.3 E * Signal 50.0 D 50.4 D 11 . Clovis Avenue/Nees Avenue Clovis D Signal 59.5 E * 83.8 F * Signal 39.9 D 51.4 D 12 . Clovis Avenue/Alluvial Avenue Clovis D Signal 56.4 E * 49.7 D Signal 54.9 D 49.6 D 15 . Clovis Avenue/Herndon Avenue Clovis D Signal 63.5 E * 90.4 F * Signal 36.8 D 49.0 D16 . Baron Avenue/Behymer Avenue Clovis D OWSC 86.7 F * 17.6 C Signal 43.0 D 17.2 B 18 . Sunnyside Avenue/Shepherd Avenue Clovis D AWSC >200 F * >200 F * Signal 37.4 D 53.8 D 19 . Fowler Avenue/Shepherd Avenue Clovis D Signal 86.0 F * 129.1 F * Signal 55.0 D 53.6 D Notes:
OWSC = One‐Way Stop Control; TWSC = Two‐Way Stop Control; LOS = Level of Service Delay = Average control delay in seconds (For OWSC/TWSC intersections, reported delay is for worst‐case movement). * Exceeds LOS Standard
Table 9‐D ‐ Cumulative (2046) Plus Project with Recommended Improvements Intersection Levels of Service Plus Project Without Improvements Plus Project With Improvements A.M. Peak Hour P.M. Peak Hour A.M. Peak Hour P.M. Peak Hour LOS
Standard
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\LOS.xlsx\2046 Cumulative Mit (7/21/2023) 1635 AGENDA ITEM NO. 13.
Near‐Term (2026) Cumulative (2046)
Plus Project Improvements Plus Project Improvements
Segments on Behymer Avenue
3 . between Minnewawa Avenue and Clovis Avenue Clovis Convert to 2‐Lane TWLTL Collector 4 . between Clovis Avenue and Baron Avenue Clovis Convert to 2‐Lane TWLTL Collector Segments on Shepherd Avenue
5 . between Willow Avenue and Minnewawa Avenue Clovis Convert to 4‐Lane Raised Median Arterial Convert to 4‐Lane Raised Median Arterial 7 . between Clovis Avenue and Sunnyside Avenue Clovis Convert to 4‐Lane Raised Median Expressway Convert to 4‐Lane Raised Median Expressway 8 . between Sunnyside Avenue and Fowler Avenue Clovis Convert to 4‐Lane Raised Median Expressway Segments on Minnewawa Avenue
12 . between International Avenue and Behymer Avenue Clovis Convert to 4‐Lane Undivided Arterial 13 . between Behymer Avenue and Shepherd Avenue Clovis Convert to 4‐Lane Undivided Arterial Convert to 4‐Lane Undivided Arterial Segments on Baron Avenue
15 . between Perrin Avenue and Clovis Avenue Clovis Convert to 2‐Lane Divided Collector Table 9‐E ‐ Recommended Improvements for Roadway Segments Roadway Segment Jurisdiction
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\xRoadway LOS.xlsx\Rdway Mit AIl (2/22/2023) 1636 AGENDA ITEM NO. 13.
Capacity Volume3 LOS Capacity Volume3 LOS Capacity Volume3 LOS Capacity Volume3 LOS Segments on Shepherd Avenue
5 . between Willow Avenue and Minnewawa Avenue Clovis 3‐Lane Raised Median Arterial 4‐Lane Raised Median Arterial 2,830 2,040 D 3780 2,040 D 2,830 2,760 E * 3780 2,760 D 7 . between Clovis Avenue and Sunnyside Avenue Clovis 2‐Lane Undivided Expressway 4‐Lane Raised Median Expressway 2,130 1,990 D 4260 1,990 C 2,130 2,390 F * 4260 2,390 D Segments on Minnewawa Avenue
13 . between Behymer Avenue and Shepherd Avenue Clovis 2‐Lane Undivided Arterial 4‐Lane Undivided Arterial 1,310 1,240 E * 2640 1,240 C 1,310 1,430 F * 2640 1,430 D Notes:
LOS = Level of Service
123
Roadway capacities for all segments have been obtained from the Clovis General Plan and Development Code Update Draft PEIR, dated June 2014.
Roadway Segment Jurisdiction Existing Classification Proposed Classification A.M. Peak Hour P.M. Peak Hour
Plus Project Without Improvements Plus Project With Improvements Plus Project Without Improvements Plus Project With Improvements Classifications for all segments have been obtained from the City of Clovis's General Plan Circulation Map, dated 2014.
Roadway volumes have been rounded up to the nearest ten.
Table 9‐F ‐ Near Term (2026) Plus Project with Recommended Improvements Roadway Segments Levels of Service P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\xRoadway LOS.xlsx\MIT‐NT 2026 (3/15/2023) 1637 AGENDA ITEM NO. 13.
Capacity Volume4 LOS Capacity Volume4 LOS Capacity Volume4 LOS Capacity Volume4 LOS Segments on Behymer Avenue
3 . between Minnewawa Avenue and Clovis Avenue Clovis 2‐Lane Undivided Arterial 2‐Lane TWLTL Collector 1,310 1,290 E * 1790 1,290 D 1,310 1,030 D 1790 1,030 D 4 . between Clovis Avenue and Baron Avenue Clovis 2‐Lane Undivided Collector 2‐Lane TWLTL Collector 1,310 1,470 F * 1790 1,470 D 1,310 1,100 D 1790 1,100 D Segments on Shepherd Avenue
5 . between Willow Avenue and Minnewawa Avenue Clovis 3‐Lane Raised Median Arterial 4‐Lane Raised Median Arterial 2,830 2,140 D 3780 2,140 D 2,830 2,890 F * 3780 2,890 D 7 . between Clovis Avenue and Sunnyside Avenue Clovis 2‐Lane Undivided Expressway 4‐Lane Raised Median Expressway 2,130 2,080 E * 4260 2,080 D 2,130 2,490 F * 4260 2,490 D 8 . between Sunnyside Avenue and Fowler Avenue Clovis 2‐Lane Undivided Expressway 4‐Lane Raised Median Expressway 2,130 1,650 D 4260 1,650 C 2,130 2,070 E * 4260 2,070 C Segments on Minnewawa Avenue
12 . between International Avenue and Behymer Avenue Clovis 2‐Lane Undivided Collector 4‐Lane Undivided Arterial 1,310 1,420 F * 2640 1,420 D 1,310 1,170 D 2640 1,170 C 13 . between Behymer Avenue and Shepherd Avenue Clovis 2‐Lane Undivided Arterial 4‐Lane Undivided Arterial 1,310 1,800 F * 2640 1,800 D 1,310 1,570 F * 2640 1,570 D Segments on Baron Avenue
15 . between Perrin Avenue and Clovis Avenue Clovis 2‐Lane Undivided Collector 2‐Lane Divided Collector3 1,310 1,180 D 1790 1,180 D 1,310 1,300 E * 1790 1,300 D Notes:
LOS = Level of Service
1234
Table 9‐G ‐ Cumulative (2046) Plus Project with Recommended Improvements Roadway Segments Levels of Service Classifications for all segments have been obtained from the City of Clovis's General Plan Circulation Map, dated 2014.
Roadway capacities for all segments have been obtained from the Clovis General Plan and Development Code Update Draft PEIR, dated June 2014.
The City's General Plan does not provide a capacity for a 2‐Lane Divided Collector. Therefore, for purposes of this analysis the capacity for a 2‐Lane TWLTL Collector (which typically would operate as a 2‐Lane Divided Collector) has been applied.
Roadway volumes have been rounded up to the nearest ten.
Roadway Segment Jurisdiction Proposed Existing Classification Classification Plus Project Without Improvements Plus Project With Improvements A.M. Peak Hour
Plus Project Without Improvements Plus Project With Improvements P.M. Peak Hour
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\xRoadway LOS.xlsx\MIT‐Cum 2046 (3/15/2023) 1638 AGENDA ITEM NO. 13.
Improvements Improvements
Recommended Funding Covered by Clovis Covered by
Intersection Jurisdiction Improvements Mechanism Development Improvement Fee Program/Operations Regional Transportation Mitigation Fee (RTMF) 1 . Willow Avenue/International Avenue Clovis/Fresno Optimize signal timing. Clovis DIF Optimize signal timing. 3 . Willow Avenue/Shepherd Avenue Clovis/Fresno Add NBR and EBR overlap phasing, Optimize signal timing.
Clovis Operations Add NBR and EBR overlap phasing, Optimize signal timing.
4 . Minnewawa Avenue/International Avenue Clovis Install a signal. Add NBL, SBL. Clovis DIF Install a signal. Add NBL, SBL. 5 . Minnewawa Avenue/Behymer Avenue Clovis Install a signal. Add NBL, SBL, EBL, WBL, WBR. Clovis DIF Install a signal. Add NBL, SBL, EBL, WBL, WBR. 6 . Minnewawa Avenue/Shepherd Avenue Clovis Add NBT, SBT, WBT. Add EBR overlap phasing.
Optimize the signal timing.
Clovis Operations Add NBT, SBT, WBT. Add EBR overlap phasing.
Optimize the signal timing.
7 . Clovis Avenue/Behymer Avenue Clovis Install a signal. Add NBL, SBL, EBL, EBR, WBR, WBL. Clovis DIF Install a signal. Add NBL, SBL, EBL, EBR, WBR, WBL.
8 . Clovis Avenue/Baron Avenue Clovis Install a signal. Restripe NB approach to NBU, NBT, and NBR (Part of Clovis Avenue Extension).
Clovis DIF Install a signal. Restripe NB approach to NBU, NBT, and NBR (Part of Clovis Avenue
Extension).
9 . Clovis Avenue/Shepherd Avenue Clovis Optimize signal timing. Clovis Operations Optimize signal timing. 11 . Clovis Avenue/Nees Avenue Clovis Optimize signal timing. Clovis Operations Optimize signal timing.12 . Clovis Avenue/Alluvial Avenue Clovis Optimize signal timing. Clovis Operations Optimize signal timing.15 . Clovis Avenue/Herndon Avenue Clovis Add EBR and SBR overlap phasing and restrict NB and EB U‐turns. Coordinate and optimize signal
along with the SR‐168 ramp intersections.
RTMF Add EBR and SBR overlap phasing and restrict NB
and EB U‐turns. Coordinate and optimize signal
along with the SR‐168 ramp intersections.
16 . Baron Avenue/Behymer Avenue Clovis Install a signal with E/W split phasing. Clovis DIF Install a signal with E/W split phasing. 18 . Sunnyside Avenue/Shepherd Avenue Clovis Install a signal. Add NBL, SBL, SBR with overlap phasing, EBL, EBT, EBR, WBL, WBT, WBR with
overlap phasing.
Clovis DIF Install a signal. Add NBL, SBL, SBR with overlap phasing, EBL, EBT, EBR, WBL, WBT, WBR with
overlap phasing.
19 . Fowler Avenue/Shepherd Avenue Clovis Optimize signal timing. Clovis Operations Optimize signal timing.
Notes:
NB = Northbound, SB = Southbound, EB = Eastbound, WB = Westbound L = Left, T = Through, R = Right
Table 9‐H ‐ Intersection Improvement Funding Mechanism
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\Int Improvements.xlsx\Int Funding mechanism_July 2023 (1/10/2024) 1639 AGENDA ITEM NO. 13.
Improvements Improvements
Cumulative (2046) Funding Covered by Clovis Covered by Fair Share Plus Project Improvements Mechanism Development Improvement Fee Program Fair Share Percentage1 Segments on Behymer Avenue
3 . between Minnewawa Avenue and Clovis Avenue Clovis Convert to 2‐Lane TWLTL Collector Clovis DIF Convert to 2‐Lane TWLTL Collector 4 . between Clovis Avenue and Baron Avenue Clovis Convert to 2‐Lane TWLTL Collector Clovis DIF Convert to 2‐Lane TWLTL Collector Segments on Shepherd Avenue
5 . between Willow Avenue and Minnewawa Avenue Clovis Convert to 4‐Lane Raised Median Arterial Clovis DIF Convert to 4‐Lane Raised Median Arterial 7 . between Clovis Avenue and Sunnyside Avenue Clovis Convert to 4‐Lane Raised Median Expressway Clovis DIF Convert to 4‐Lane Raised Median Expressway 8 . between Sunnyside Avenue and Fowler Avenue Clovis Convert to 4‐Lane Raised Median Expressway Clovis DIF Convert to 4‐Lane Raised Median Expressway Segments on Minnewawa Avenue
12 . between International Avenue and Behymer Avenue Clovis Convert to 4‐Lane Undivided Arterial Clovis DIF Convert to 4‐Lane Undivided Arterial 13 . between Behymer Avenue and Shepherd Avenue Clovis Convert to 4‐Lane Undivided Arterial Clovis DIF Convert to 4‐Lane Undivided Arterial Segments on Baron Avenue
15 . between Perrin Avenue and Clovis Avenue Clovis Convert to 2‐Lane Divided Collector Clovis DIF Convert to 2‐Lane Divided Collector Notes:
1 Table 9‐I ‐ Roadway Segment Improvement Funding Mechanism and Fair Share Roadway Segment Jurisdiction
Project Fair Share Percentage is the highest fair share value of the AM and PM peak hour when both peak hours require improvements, or only in the peak hour that require improvements.
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\xRoadway LOS.xlsx\Rdway Funding mechanism (3/15/2023) 1640 AGENDA ITEM NO. 13.
10-1
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)
10.0 INTERSECTION QUEUING ANALYSIS
Tables 10-A, 10-B, and 10-C list the available turn‐pocket storage lengths and summarize the 95th percentile back‐of‐queue lengths at the study intersections under existing, near-term, and cumulative (2046) without project and plus project conditions. The queues for the signalized intersections have been reported from Synchro, while for unsignalized intersections, the SimTraffic queues have been reported since Synchro does not appropriately report queues at unsignalized intersections.
Tables 10-D, 10-E, and 10-F lists the 95th percentile back‐of‐queue lengths at the study intersections for plus project and plus project with improvements conditions, under existing, near-term (2026), and cumulative (2046) scenarios. It also includes the recommended turn‐pocket storage lengths at these intersections. The recommended turn pocket storage lengths have been calculated based on recommended lane geometry with improvements and availability of adequate right-of-way.
It should be noted that as shown in Tables 8-A, 8-C, and 8-E, the intersections of SR- 168 Westbound Ramps/Herndon Avenue, and SR- 168 Eastbound Ramps/Herndon Avenue are forecast to operate at a satisfactory LOS under all scenarios. However, as shown in Tables 10-B and 10-C, both the ramp intersections are projected to have queuing deficiencies under future conditions (Near-term and cumulative scenarios). Additionally, the adjacent intersection of Clovis Avenue/Herndon Avenue is forecast to operate at an unsatisfactory LOS under Near-term, and cumulative scenarios, which may further deteriorate the ramp performance due to proximity of this intersection to the freeway ramps. Therefore, an evaluation of these intersections using signal timing coordination and optimization was performed under near-term and cumulative scenario. As shown in Tables 9-C, and 9-D, the intersection of Clovis Avenue/Herndon Avenue is forecast to operate at a satisfactory LOS along with the ramp intersections under Near-term, and cumulative scenarios with implementation of this improvement. Further, as shown in Tables 10-E and 10-F, this also helps eliminate the queuing issues at the ramp intersections along with additional storage length improvement proposed to the SR- 168 Westbound Ramps at Herndon Avenue.
Detailed queuing worksheets are included in Appendix G.
10.1 LIST OF CHAPTER 10.0 TABLES
• Table 10-A: Existing Queuing Analysis
• Table 10-B: Near-Term (2026) Queuing Analysis
• Table 10-C: Cumulative (2046) Queuing Analysis
• Table 10-D: Existing Plus Project with Improvements Queuing Analysis • Table 10-E: Near-Term (2026) Plus Project with Improvements Queuing Analysis • Table 10-F: Cumulative (2046) Plus Project with Improvements Queuing Analysis 1641
AGENDA ITEM NO. 13.
Intersection AM PM AM PM
1. Willow Avenue/International Avenue NBL 240 230 90 240 95 Signal NBR 155 10 5 10 5
SBL 250 105 50 105 50
SBR 205 30 0 30 0
EBL 245 50 30 50 30
EBR 235 30 50 25 60
WBL 50 35 20 35 20
WBR 20 0 0 0 0
2. Willow Avenue/Behymer Avenue NBL 250 130 180 130 180 Signal NBR 105 0 0 0 0
SBL 250 85 55 90 70
SBR 200 5 0 5 0
EBL 235 115 35 115 35
WBL 90 40 65 40 65
3. Willow Avenue/Shepherd Avenue 2x NBL 250 125 170 125 170 Signal NBR 160 0 20 0 20
2x SBL 250 125 100 130 110
SBR 150 0 0 0 0
2x EBL 230 35 40 35 40
EBR 100 65 60 60 60
WBL 250 45 40 50 40
WBR 100 45 65 65 75
6. Minnewawa Avenue/Shepherd Avenue NBL 230 175 155 180 155 Signal NBR 105 0 0 10 15
SBL 255 150 120 150 120
SBR 25 0 0 0 0
EBL 230 65 50 65 50
EBR 50 105 40 105 35
WBL 215 80 45 110 70
WBR 60 50 40 45 40
9. Clovis Avenue/Shepherd Avenue NBL 235 135 200 135 200 Signal NBR 50 35 15 35 0
2x SBL 250 20 10 40 30
SBR 50 10 0 70 20
2x EBL 240 35 35 55 95
EBR 50 75 55 75 20
2x WBL 245 90 65 90 65
WBR 175 0 0 10 0
10 . Clovis Avenue/Teague Avenue NBL 200 200 140 195 140 Signal SBR 50 25 20 60 20
EBL 250 80 75 80 85
Table 10‐A ‐ Existing Queuing Analysis
Without Project
Storage Length1
(ft/ln)
Existing
Movement
Without Project2 Plus Project 2
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\Intersection Queue.xlsx (2/22/2023) 1642 AGENDA ITEM NO. 13.
Intersection AM PM AM PM
Table 10‐A ‐ Existing Queuing Analysis
Without Project
Storage Length1
(ft/ln)
Existing
Movement
Without Project2 Plus Project 2
11 . Clovis Avenue/Nees Avenue NBL 300 130 195 130 195
Signal NBR 95 0 0 0 15
SBL 260 130 90 130 90
SBR 105 0 0 0 0
EBL 230 70 55 85 100
WBL 55 80 55 80 55
WBR 60 115 5 115 25
12 . Clovis Avenue/Alluvial Avenue NBL 230 175 195 185 200 Signal SBL 235 180 120 180 120
EBL 150 35 40 40 50
EBR 105 80 100 85 110
WBL 165 80 70 80 70
WBR 105 25 15 45 35
13 . State Route 168 Westbound Ramps/Herndon Avenue SBL 235 45 45 45 45 Signal SBR 280 480 190 490 190
EBR 365 45 40 45 40
14 . State Route 168 Eastbound Ramps/Herndon Avenue NBL 430 150 150 150 150 Signal NBR 430 170 350 185 410
15 . Clovis Avenue/Herndon Avenue 2x NBL 200 175 240 175 240 Signal 2x SBL 230 130 195 135 195
2x SBR 185 45 40 45 45
2x EBL 240 180 250 195 330
2x WBL 245 120 220 120 200
WBR 150 130 100 135 115
19 . Fowler Avenue/Shepherd Avenue NBL 150 215 175 215 195 Signal SBL 200 265 180 265 180
EBL 115 50 55 50 55
WBL 260 80 95 80 95
WBR 55 345 110 350 105
Notes:
ft/ln = feet per lane
EB = Eastbound; WB = Westbound; NB = Northbound; SB = Southbound L = Left; R = Right
Bold = Queue exceeds available storage.
1 Storage length for all movements obtained from Google Earth measurements and conceptual site plan. 2 All queues reported are 95th percentile queues. Queues for signalized intersections have been taken from Synchro and queues for stop controlled intersections have been taken from SimTraffic.
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\Intersection Queue.xlsx (2/22/2023) 1643 AGENDA ITEM NO. 13.
Intersection AM PM
1. Willow Avenue/International Avenue NBL 240 290 125
Signal NBR 155 10 20
SBL 250 105 50
SBR 205 30 0
EBL 245 50 30
EBR 235 25 75
WBL 50 45 45
WBR 20 0 0
2. Willow Avenue/Behymer Avenue NBL 250 185 235
Signal NBR 105 0 0
SBL 250 95 70
SBR 200 5 5
EBL 235 115 35
WBL 90 50 85
3. Willow Avenue/Shepherd Avenue 2x NBL 250 140 195
Signal NBR 160 125 450
2x SBL 250 180 235
SBR 150 145 140
2x EBL 230 90 175
EBR 100 95 60
WBL 250 215 250
WBR 100 190 220
6. Minnewawa Avenue/Shepherd Avenue NBL 230 275 280
Signal NBR 105 40 85
SBL 255 310 205
SBR 25 75 60
EBL 230 130 190
EBR 50 220 110
WBL 215 205 155
WBR 60 90 165
9. Clovis Avenue/Shepherd Avenue NBL 235 170 280
Signal NBR 50 65 125
2x SBL 250 105 90
SBR 50 165 100
2x EBL 240 90 130
EBR 50 85 95
2x WBL 245 150 120
WBR 175 55 85
Movement
Table 10‐B ‐ Near‐Term (2026) Queuing Analysis
Without Project
Storage Length1
(ft/ln)
Near Term Year (2026)
Plus Project 2
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\Intersection Queue.xlsx (3/15/2023) 1644 AGENDA ITEM NO. 13.
Intersection Movement AM PM
Table 10‐B ‐ Near‐Term (2026) Queuing Analysis
Without Project
Storage Length1
(ft/ln)
Near Term Year (2026)
Plus Project 2
10 . Clovis Avenue/Teague Avenue NBL 200 200 140
Signal SBR 50 95 30
EBL 250 85 95
11 . Clovis Avenue/Nees Avenue NBL 300 235 500
Signal NBR 95 0 0
SBL 260 130 90
SBR 105 5 0
EBL 230 90 105
WBL 55 125 90
WBR 60 110 5
12 . Clovis Avenue/Alluvial Avenue NBL 230 175 195
Signal SBL 235 240 155
EBL 150 40 50
EBR 105 80 100
WBL 165 80 70
WBR 105 35 45
13 . State Route 168 Westbound Ramps/Herndon Avenue SBL 235 45 50 Signal SBR 280 490 190
EBR 365 45 40
14 . State Route 168 Eastbound Ramps/Herndon Avenue NBL 430 155 155 Signal NBR 430 275 670
15 . Clovis Avenue/Herndon Avenue 2x NBL 200 185 260
Signal 2x SBL 230 155 220
2x SBR 185 150 50
2x EBL 240 250 590
2x WBL 245 125 220
WBR 150 155 170
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\Intersection Queue.xlsx (3/15/2023) 1645 AGENDA ITEM NO. 13.
Intersection Movement AM PM
Table 10‐B ‐ Near‐Term (2026) Queuing Analysis
Without Project
Storage Length1
(ft/ln)
Near Term Year (2026)
Plus Project 2
19 . Fowler Avenue/Shepherd Avenue NBL 150 290 425
Signal SBL 200 265 180
EBL 115 70 90
WBL 260 80 100
WBR 55 360 90
Notes:
ft/ln = feet per lane
EB = Eastbound; WB = Westbound; NB = Northbound; SB = Southbound L = Left; R = Right
Bold = Queue exceeds available storage.
1 Storage length for all movements obtained from Google Earth measurements and conceptual site plan. 2 All queues reported are 95th percentile queues. Queues for signalized intersections have been taken from Synchro and queues for stop controlled intersections have been taken from SimTraffic.
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\Intersection Queue.xlsx (3/15/2023) 1646 AGENDA ITEM NO. 13.
Intersection AM PM AM PM
1. Willow Avenue/International Avenue NBL 240 395 120 410 125 Signal NBR 155 15 75 15 80
SBL 250 115 115 115 115
SBR 205 35 0 35 0
EBL 245 55 30 55 30
EBR 235 60 70 60 75
WBL 50 85 45 85 45
WBR 20 20 5 20 5
2. Willow Avenue/Behymer Avenue NBL 250 240 245 240 245 Signal NBR 105 0 95 0 95
SBL 250 105 105 110 115
SBR 200 5 5 5 5
EBL 235 120 35 120 35
WBL 90 155 210 155 210
3. Willow Avenue/Shepherd Avenue 2x NBL 250 255 200 260 200 Signal NBR 160 180 495 185 500
2x SBL 250 180 225 185 250
SBR 150 165 150 165 150
2x EBL 230 95 185 95 185
EBR 100 155 310 160 320
WBL 250 225 265 230 270
WBR 100 185 220 200 235
6. Minnewawa Avenue/Shepherd Avenue NBL 230 335 530 335 530 Signal NBR 105 45 85 45 115
SBL 255 580 215 580 215
SBR 25 85 65 85 65
EBL 230 135 195 135 195
EBR 50 355 175 385 175
WBL 215 180 140 210 155
WBR 60 95 175 95 175
9. Clovis Avenue/Shepherd Avenue NBL 235 180 320 180 320 Signal NBR 50 65 345 80 400
2x SBL 250 85 80 110 95
SBR 50 165 50 270 105
2x EBL 240 70 80 90 135
EBR 50 180 115 180 115
2x WBL 245 205 185 205 185
WBR 175 90 45 95 90
10 . Clovis Avenue/Teague Avenue NBL 200 225 155 230 160 Signal SBR 50 140 30 150 35
EBL 250 90 135 90 145
Movement
Table 10‐C ‐ Cumulative (2046) Queuing Analysis
Without Project
Storage Length1
(ft/ln)
Cumulative (2046)
Without Project2 Plus Project 2
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\Intersection Queue.xlsx (3/15/2023) 1647 AGENDA ITEM NO. 13.
Intersection Movement AM PM AM PM
Table 10‐C ‐ Cumulative (2046) Queuing Analysis
Without Project
Storage Length1
(ft/ln)
Cumulative (2046)
Without Project2 Plus Project 2
11 . Clovis Avenue/Nees Avenue NBL 300 245 540 245 540
Signal NBR 95 0 0 0 0
SBL 260 190 180 190 180
SBR 105 40 0 95 0
EBL 230 115 125 130 165
WBL 55 130 105 130 105
WBR 60 170 310 195 325
12 . Clovis Avenue/Alluvial Avenue NBL 230 445 405 445 405 Signal SBL 235 255 175 255 175
EBL 150 35 40 40 50
EBR 105 105 105 105 105
WBL 165 80 70 80 70
WBR 105 40 50 40 50
13 . State Route 168 Westbound Ramps/Herndon Avenue SBL 235 50 50 50 50 Signal SBR 280 565 225 575 225
EBR 365 50 45 50 45
14 . State Route 168 Eastbound Ramps/Herndon Avenue NBL 430 155 240 155 240 Signal NBR 430 305 620 320 710
15 . Clovis Avenue/Herndon Avenue 2x NBL 200 260 445 260 445 Signal 2x SBL 230 155 225 160 225
2x SBR 185 165 50 230 60
2x EBL 240 270 515 290 620
2x WBL 245 150 225 150 225
WBR 150 165 190 165 200
19 . Fowler Avenue/Shepherd Avenue NBL 150 295 510 300 545 Signal SBL 200 565 230 565 230
EBL 115 100 105 100 105
WBL 260 130 130 130 130
WBR 55 395 265 400 265
Notes:
ft/ln = feet per lane
EB = Eastbound; WB = Westbound; NB = Northbound; SB = Southbound L = Left; R = Right
Bold = Queue exceeds available storage.
1 Storage length for all movements obtained from Google Earth measurements and conceptual site plan. 2 All queues reported are 95th percentile queues. Queues for signalized intersections have been taken from Synchro and queues for stop controlled intersections have been taken from SimTraffic.
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\Intersection Queue.xlsx (3/15/2023) 1648 AGENDA ITEM NO. 13.
Intersection AM PM AM PM
1. Willow Avenue/International Avenue NBL 240 300 240 95 230 95 Signal NBR 155 155 10 5 10 5
SBL 250 250 105 50 105 50
SBR 205 205 30 0 5 0
EBL 245 245 50 30 50 30
EBR 235 235 25 60 30 60
WBL 50 100 35 20 35 20
WBR 20 20 0 0 0 0
2. Willow Avenue/Behymer Avenue NBL 250 250 130 180 130 180 Signal NBR 105 105 0 0 0 0
SBL 250 250 90 70 90 70
SBR 200 200 5 0 5 0
EBL 235 235 115 35 115 35
WBL 90 210 40 65 40 65
3. Willow Avenue/Shepherd Avenue 2x NBL 250 260 125 170 125 170 Signal NBR 160 225 0 20 0 20
2x SBL 250 280 130 110 130 110
SBR 150 165 0 0 0 0
2x EBL 230 230 35 40 35 40
EBR 100 175 60 60 60 55
WBL 250 280 50 40 50 40
WBR 100 200 65 75 65 75
6. Minnewawa Avenue/Shepherd Avenue NBL 230 230 180 155 180 155 Signal NBR 105 105 10 15 10 15
SBL 255 255 150 120 150 120
SBR 25 25 0 0 0 0
EBL 230 250 65 50 65 50
EBR 50 50 105 35 105 35
WBL 215 215 110 70 110 70
WBR 60 60 45 40 45 40
9. Clovis Avenue/Shepherd Avenue NBL 235 235 135 200 135 200 Signal NBR 50 50 35 0 35 0
2x SBL 250 250 40 30 40 30
SBR 50 270 70 20 35 20
2x EBL 240 240 55 95 55 95
EBR 50 50 75 20 75 20
2x WBL 245 245 90 65 90 65
WBR 175 175 10 0 10 0
10 . Clovis Avenue/Teague Avenue NBL 200 225 195 140 195 140 Signal SBR 50 50 60 20 60 20
EBL 250 250 80 85 80 85
11 . Clovis Avenue/Nees Avenue NBL 300 475 130 195 130 195 Signal NBR 95 95 0 15 0 15
SBL 260 260 130 90 130 90
SBR 105 105 0 0 0 0
EBL 230 230 85 100 85 100
WBL 55 60 80 55 80 55
WBR 60 60 115 25 115 25
Movement
Plus Project
Recommended
Storage Length1
(ft/ln)
Table 10‐D ‐ Existing Plus Project with Improvements Queuing Analysis Without Project
Storage Length1
(ft/ln)
Existing
Plus Project 2 Plus Project with
Improvements2
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\Intersection Queue.xlsx (4/24/2023) 1649 AGENDA ITEM NO. 13.
Intersection Movement AM PM AM PM
Plus Project
Recommended
Storage Length1
(ft/ln)
Table 10‐D ‐ Existing Plus Project with Improvements Queuing Analysis Without Project
Storage Length1
(ft/ln)
Existing
Plus Project 2 Plus Project with
Improvements2
12 . Clovis Avenue/Alluvial Avenue NBL 230 420 185 200 185 200 Signal SBL 235 215 180 120 180 120
EBL 150 150 40 50 40 50
EBR 105 110 85 110 80 110
WBL 165 165 80 70 80 70
WBR 105 105 45 35 45 35
13 . State Route 168 Westbound Ramps/Herndon Avenue SBL 235 235 45 45 45 45 Signal SBR3 280 445 490 190 490 190
EBR 365 365 45 40 45 40
14 . State Route 168 Eastbound Ramps/Herndon Avenue NBL 430 430 150 150 150 150 Signal NBR 430 430 185 410 185 410
15 . Clovis Avenue/Herndon Avenue 2x NBL 200 200 175 240 175 240 Signal 2x SBL 230 230 135 195 135 195
2x SBR 185 185 45 45 45 45
2x EBL 240 350 195 330 195 330
2x WBL 245 245 120 200 120 220
WBR 150 150 135 115 135 115
19 . Fowler Avenue/Shepherd Avenue NBL 150 285 215 195 195 135 Signal SBL 200 200 265 180 165 125
EBL 115 115 50 55 35 40
WBL 260 260 80 95 55 70
WBR 55 205 350 105 60 35
Notes:
ft/ln = feet per lane
EB = Eastbound; WB = Westbound; NB = Northbound; SB = Southbound L = Left; R = Right
Bold = Queue exceeds available storage.
1 Storage length for all movements obtained from Google Earth measurements and conceptual site plan. 2 3 Storage length based on signal coordinations mitigation with SR‐168 Ramps.
All queues reported are 95th percentile queues. Queues for signalized intersections have been taken from Synchro and queues for stop controlled intersections have been taken from SimTraffic.
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\Intersection Queue.xlsx (4/24/2023) 1650 AGENDA ITEM NO. 13.
Intersection AM PM AM PM
1. Willow Avenue/International Avenue NBL 240 300 290 125 275 125 Signal NBR 155 155 10 20 10 20
SBL 250 250 105 50 105 50
SBR 205 205 30 0 5 0
EBL 245 245 50 30 50 30
EBR 235 235 25 75 25 75
WBL 50 100 45 45 45 45
WBR 20 20 0 0 0 0
2. Willow Avenue/Behymer Avenue NBL 250 250 185 235 185 235 Signal NBR 105 105 0 0 0 0
SBL 250 250 95 70 95 70
SBR 200 200 5 5 5 5
EBL 235 235 115 35 115 35
WBL 90 210 50 85 50 85
3. Willow Avenue/Shepherd Avenue 2x NBL 250 260 140 195 140 195 Signal NBR 160 225 125 450 75 370
2x SBL 250 280 180 235 180 235
SBR 150 165 145 140 145 130
2x EBL 230 230 90 175 90 175
EBR 100 175 95 60 55 60
WBL 250 280 215 250 215 250
WBR 100 200 190 220 95 110
5. Minnewawa Avenue/Behymer Avenue NBL 150 15 10
Signal SBL 250 65 40
6. Minnewawa Avenue/Shepherd Avenue NBL 230 230 275 280 270 315 Signal NBR 105 105 40 85 20 55
SBL 255 255 310 205 290 240
SBR 25 25 75 60 35 5
EBL 230 250 130 190 150 230
EBR 50 50 220 110 170 55
WBL 215 215 205 155 225 170
WBR 60 90 165 00
9. Clovis Avenue/Shepherd Avenue NBL 235 235 170 280 170 300 Signal NBR 50 50 65 125 65 80
2x SBL 250 250 105 90 105 85
SBR 50 270 165 100 50 50
2x EBL 240 240 90 130 90 115
EBR 50 50 85 95 85 70
2x WBL 245 245 150 120 150 105
WBR 175 175 55 85 55 60
10 . Clovis Avenue/Teague Avenue NBL 200 225 200 140 200 140 Signal SBR 50 50 95 30 95 30
EBL 250 250 85 95 85 95
11 . Clovis Avenue/Nees Avenue NBL 300 475 235 500 230 445 Signal NBR 95 95 0 0 0 5
SBL 260 260 130 90 95 75
SBR 105 105 5 0 20 0
EBL 230 230 90 105 65 90
WBL 55 60 125 90 55 45
WBR 60 60 110 5 100 10
Table 10‐E ‐ Near‐Term (2026) Plus Project with Improvements Queuing Analysis Without Project
Storage Length1
(ft/ln)
Plus Project
Recommended
Storage Length1
(ft/ln)
Near Term Year (2026)
Plus Project 2 Plus Project with
Improvements2
Movement
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\Intersection Queue.xlsx (4/24/2023) 1651 AGENDA ITEM NO. 13.
Intersection AM PM AM PM
Table 10‐E ‐ Near‐Term (2026) Plus Project with Improvements Queuing Analysis Without Project
Storage Length1
(ft/ln)
Plus Project
Recommended
Storage Length1
(ft/ln)
Near Term Year (2026)
Plus Project 2 Plus Project with
Improvements2
Movement
12 . Clovis Avenue/Alluvial Avenue NBL 230 420 175 195 175 195 Signal SBL 235 215 240 155 240 155
EBL 150 150 40 50 40 50
EBR 105 110 80 100 80 100
WBL 165 165 80 70 80 70
WBR 105 105 35 45 35 45
13 . State Route 168 Westbound Ramps/Herndon Avenue SBL 235 235 45 50 40 55 Signal SBR 280 445 490 190 375 190
EBR 365 365 45 40 60 35
14 . State Route 168 Eastbound Ramps/Herndon Avenue NBL 430 430 155 155 130 105 Signal NBR 430 430 275 670 260 430
15 . Clovis Avenue/Herndon Avenue 2x NBL 200 200 185 260 160 240 Signal 2x SBL 230 230 155 220 145 255
2x SBR 185 185 150 50 205 175
2x EBL 240 350 250 590 225 490
2x WBL 245 245 125 220 110 235
WBR 150 150 155 170 45 80
18 . Sunnyside Avenue/Shepherd Avenue NBL 250 160 250
Signal SBL 250 40 45
SBR 300 30 40
EBL 250 75 175
EBR 250 40 60
WBL 250 55 115
WBR 250 0 0
19 . Fowler Avenue/Shepherd Avenue NBL 150 285 290 425 295 335 Signal SBL 200 200 265 180 165 150
EBL 115 115 70 90 20 65
WBL 260 260 80 100 55 75
WBR 55 205 360 90 60 30
Notes:
ft/ln = feet per lane
EB = Eastbound; WB = Westbound; NB = Northbound; SB = Southbound L = Left; R = Right
Bold = Queue exceeds available storage.
1 Storage length for all movements obtained from Google Earth measurements and conceptual site plan. 2 All queues reported are 95th percentile queues. Queues for signalized intersections have been taken from Synchro and queues for stop controlled intersections have been taken from SimTraffic.
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\Intersection Queue.xlsx (4/24/2023) 1652 AGENDA ITEM NO. 13.
Intersection AM PM AM PM
1. Willow Avenue/International Avenue NBL 240 300 410 125 290 125 Signal NBR 155 155 15 80 15 80
SBL 250 250 115 115 115 115
SBR 205 205 35 0 10 0
EBL 245 245 55 30 55 30
EBR 235 235 60 75 65 75
WBL 50 100 85 45 85 45
WBR 20 20 20 5 0 5
2. Willow Avenue/Behymer Avenue NBL 250 250 240 245 240 245 Signal NBR 105 105 0 95 0 95
SBL 250 250 110 115 110 115
SBR 200 200 5 5 5 5
EBL 235 235 120 35 120 35
WBL 90 210 155 210 155 210
3. Willow Avenue/Shepherd Avenue 2x NBL 250 260 260 200 265 200 Signal NBR 160 225 185 500 125 465
2x SBL 250 280 185 250 185 280
SBR 150 165 165 150 165 135
2x EBL 230 230 95 185 90 185
EBR 100 175 160 320 120 335
WBL 250 280 230 270 155 190
WBR 100 200 200 235 90 175
4. Minnewawa Avenue/International Avenue NBL 300 290 145 Signal SBL 200 0 0
5. Minnewawa Avenue/Behymer Avenue SBL 250 250 190
Signal EBL 200 10 10
WBL 200 45 20
WBR 200 65 40
6. Minnewawa Avenue/Shepherd Avenue NBL 230 230 335 530 390 520 Signal NBR 105 105 45 115 5 85
SBL 255 255 580 215 445 275
SBR 25 25 85 65 65 20
EBL 230 250 135 195 205 250
EBR 50 50 385 175 210 190
WBL 215 215 210 155 230 215
WBR 60 95 175 00
7. Clovis Avenue/Behymer Avenue NBL 225 175 220
Signal SBL 255 195 255
EBL 100 35 30
EBR 200 30 25
WBL 235 235 85
WBR 250 50 45
8. Clovis Avenue/Baron Avenue NBU 50 95 50
Signal SBL 105 45 105
WBL 335 240 335
Plus Project with
Improvements2
Movement
Table 10‐F ‐ Cumulative (2046) Plus Project with Improvements Queuing Analysis Without Project
Storage Length1
(ft/ln)
Plus Project
Recommended
Storage Length1
(ft/ln)
Cumulative (2046)
Plus Project 2
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\Intersection Queue.xlsx (7/21/2023) 1653 AGENDA ITEM NO. 13.
Intersection AM PM AM PM
Plus Project with
Improvements2
Movement
Table 10‐F ‐ Cumulative (2046) Plus Project with Improvements Queuing Analysis Without Project
Storage Length1
(ft/ln)
Plus Project
Recommended
Storage Length1
(ft/ln)
Cumulative (2046)
Plus Project 2
9. Clovis Avenue/Shepherd Avenue NBL 235 235 180 320 180 335 Signal NBR 50 50 80 400 80 255
2x SBL 250 250 110 95 110 90
SBR 50 270 270 105 75 55
2x EBL 240 240 90 135 90 115
EBR 50 50 180 115 180 80
2x WBL 245 245 205 185 205 205
WBR 175 175 95 90 95 65
10 . Clovis Avenue/Teague Avenue NBL 200 225 230 160 225 150 Signal SBR 50 50 150 35 160 40
EBL 250 250 90 145 90 145
11 . Clovis Avenue/Nees Avenue NBL 300 475 245 540 240 475 Signal NBR 95 95 0 0 0 5
SBL 260 260 190 180 165 180
SBR 105 105 95 0 65 0
EBL 230 230 130 165 95 170
WBL 55 60 130 105 60 60
WBR 60 60 195 325 145 270
12 . Clovis Avenue/Alluvial Avenue NBL 230 420 445 405 455 405 Signal SBL 235 215 255 175 255 175
EBL 150 150 40 50 40 50
EBR 105 110 105 105 105 105
WBL 165 165 80 70 80 70
WBR 105 105 40 50 60 50
13 . State Route 168 Westbound Ramps/Herndon Avenue SBL 235 235 50 50 45 55 Signal SBR 280 445 575 225 445 240
EBR 365 365 50 45 65 40
14 . State Route 168 Eastbound Ramps/Herndon Avenue NBL 430 430 155 240 135 155 Signal NBR 430 430 320 710 295 425
15 . Clovis Avenue/Herndon Avenue 2x NBL 200 200 260 445 225 350 Signal 2x SBL 230 230 160 225 140 270
2x SBR 185 185 230 60 310 205
2x EBL 240 350 290 620 300 485
2x WBL 245 245 150 225 135 230
WBR 150 150 165 200 85 125
18 . Sunnyside Avenue/Shepherd Avenue NBL 250 155 270
Signal SBL 300 360 275
SBR 300 255 270
EBL 265 265 550
EBR 250 50 40
WBL 250 60 95
WBR 250 0 195
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\Intersection Queue.xlsx (7/21/2023) 1654 AGENDA ITEM NO. 13.
Intersection AM PM AM PM
Plus Project with
Improvements2
Movement
Table 10‐F ‐ Cumulative (2046) Plus Project with Improvements Queuing Analysis Without Project
Storage Length1
(ft/ln)
Plus Project
Recommended
Storage Length1
(ft/ln)
Cumulative (2046)
Plus Project 2
19 . Fowler Avenue/Shepherd Avenue NBL 150 285 300 545 305 420 Signal SBL 200 200 565 230 330 230
EBL 115 115 100 105 70 80
WBL 260 260 130 130 90 95
WBR 55 205 400 265 65 100
Notes:
ft/ln = feet per lane
EB = Eastbound; WB = Westbound; NB = Northbound; SB = Southbound L = Left; R = Right
Bold = Queue exceeds available storage.
1 Storage length for all movements obtained from Google Earth measurements and conceptual site plan. 2 All queues reported are 95th percentile queues. Queues for signalized intersections have been taken from Synchro and queues for stop controlled intersections have been taken from SimTraffic.
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\Intersection Queue.xlsx (7/21/2023) 1655 AGENDA ITEM NO. 13.
11-1
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)
11.0 SITE DISTANCE ANALYSIS AND SAFE ROUTES TO SCHOOL ANALYSIS As discussed previously and shown on Figure 1-2, access to the project will be provided by six driveways: two on Baron Avenue, two on Hammel Avenue, and one on Perrin Avenue. All driveways will operate as full-access driveways.
11.1 SIGHT DISTANCE ANALYSIS
A sight distance analysis was conducted at the project driveways along Baron Avenue and future intersection of Baron Avenue/Perrin Road. Sight distance is the length of the visible roadway a driver can see approaching vehicles before their line of sight is blocked by any object. For purposes of this analysis, only the stopping sight distance and corner sight distance have been evaluated.
According to the Caltrans Highway Design Manual (HDM) (dated July 2020), the stopping sight distance is the minimum sight distance along a roadway required to allow a driver to decrease their speed from the design speed to a complete stop. The corner sight distance is the minimum sight distance in which a driver at a stop-controlled approach can see oncoming traffic on the major street to safely maneuver onto the roadway.
The stopping sight distance was evaluated on the roadways along the project frontage, including future intersection of Baron Avenue/Perrin Road. For purposes of this analysis, the posted speed limit of 35 mph has been considered as the design speed for Baron Avenue. As stated in Table 201.1 of the HDM, the minimum stopping sight distance is 250 feet for a design speed of 35 mph.
Therefore, the minimum stopping sight distance for all project driveways have been considered to be 250 feet.
As for corner sight distance, Section 405.1 of the HDM states that corner sight distance requirements are not applicable for urban driveways unless signalized. At signalized driveways, the minimum corner sight distance was based on design speed, time gap, and type of vehicle for the minor road vehicle to enter the major road. Based on these design speeds and the requirements established in the HDM, it was determined that minimum corner sight distances of the project driveways and future intersection are as follows:
• Baron Avenue/Project Driveway 4: 390 feet
• Baron Avenue/Project Driveway 5: 390 feet
• Baron Avenue/Project Driveway 6: 390 feet
• Baron Avenue/Perrin Avenue: 390 feet
1656
AGENDA ITEM NO. 13.
11-2
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)
11.2 SAFE ROUTES TO SCHOOL
The project will be under the jurisdiction of the Clovis Unified School District (CUSD). The CUSD provides transportation for students who live in excess of an established radius zone. The zones are a radius of 1.00 mile for grades Kindergarten through 6th and 2.50 miles for grades 7th through 12th.
Based on the current CUSD maps and school district boundaries, elementary school students residing in the project will be attending the Riverview Elementary School, located at the southeast corner of Chestnut Avenue and Behymer Avenue. The distance between the elementary school and the project is approximately 2.0 miles. As such, the project is not within the school’s walking radius area. As such, CUSD will provide transportation for the elementary school students. Additionally, some elementary school students from the project will be accessing the elementary school by cars.
Therefore, no safety improvements may be required for the elementary school students.
It should be noted that the project is within the vicinity of the proposed Heritage Grove Specific Plan project. Based on the project description of the Specific Plan, an elementary school is being proposed within Planning Area 9 of the Specific Plan. Though the completion date for this elementary school is still undetermined, elementary school students from the project are anticipated to attend this school once completed. This new school will be within close proximity of the project site. The Heritage Grove Specific Plan project will also be constructing sidewalks and bike lanes as part of internal circulation network to provide safe route for walking and biking to school.
As such, no further safety improvements may be required for the elementary school students upon construction of this elementary school.
The project is currently within the district boundaries of Granite Ridge Intermediate School, and Clovis North High School. Both these schools are located at the northwest corner of the intersection of Willow Avenue/International Avenue. The distance between these schools and the project is approximately 2.5 miles. However, the project is included within the schools’ walking radius area. As such, CUSD may not provide transportation for the intermediate and high school students, and they might be accessing the school by walk, bike or car.
The most direct route to these schools from the project would be walking northwards to Behymer Avenue, westwards to Willow Avenue and northwards towards International Avenue. An alternative route could be walking westward along Behymer Avenue, northward along Minnewawa Avenue, and westward along International Avenue.
Currently, there is no sidewalk present along Behymer Avenue between Willow Avenue and Baron Avenue, along Minnewawa Avenue between International Avenue and Behymer Avenue or along International Avenue between Willow Avenue and Minnewawa Avenue. Similarly, there’s no bike facility present along these roadway segments. As included in Table 9-E, several of these segments would require improvements that would include addition of sidewalks and/or bike lanes along those facilities. The project would be paying its fair share for implementation of these improvements.
However, no improvements have been identified as part of this traffic study for the segment along International Avenue between Willow Avenue and Minnewawa Avenue, and the segment along Behymer Avenue between Willow Avenue and Minnewawa Avenue. Therefore, the City might want 1657
AGENDA ITEM NO. 13.
11-3
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23) to prioritize installing sidewalks and bike facilities along these corridors to provide a continuous safe walking/biking access corridor to the intermediate school and high school.
Additionally, CUSD does have a provision to provide transportation to communities within the walking radius if the community can raise sufficient funds to pay for the cost of operation. As such, if the project residents decide to fund such a program, transportation would be provided between the project and these schools.
As such, though no further safety improvements may be necessary for the elementary school access, for providing a safe access to the intermediate and high schools would require further evaluation.
11.3 LIST OF CHAPTER 11.0 FIGURES
• Figure 11-1: Sight Distance Analysis at Baron Avenue/Project Driveway 4 • Figure 11-2: Sight Distance Analysis at Baron Avenue/Project Driveway 5 • Figure 11-3: Sight Distance Analysis at Baron Avenue/Project Driveway 6 • Figure 11-4: Sight Distance Analysis at Baron Avenue/Perrin Avenue 1658
AGENDA ITEM NO. 13.
BARON AVENUE BEHYMER AVE PRIVATE STREET 'D' PRIVATE STREET 'C' PRIVATE STREET 'B' PRIVATE STREET 'X' 390' 390' FIGURE 11-1 Sight Distance Triangle LEGEND I:\CIT2201-RIV\Reports\Striping&ISD.dwg (2/22/2023) SOURCE: Google Earth, 2018. Sight Distance Analysis at Baron Avenue/Project Driveway 4 Tract Map 6343 Project Transportation Impact Analysis 1659 AGENDA ITEM NO. 13.
PRIVATE STREET 'I' PRIVATE STREET 'G'
PRIVATE STREET 'X' 390' 390' FIGURE 11-2 Sight Distance Triangle LEGEND I:\CIT2201-RIV\Reports\Striping&ISD.dwg (2/22/2023) SOURCE: Google Earth, 2018. Sight Distance Analysis at Baron Avenue/Project Driveway 5 Tract Map 6343 Project Transportation Impact Analysis 1660 AGENDA ITEM NO. 13.
PRIVATE STREET 'M'
PRIVATE STREET 'X' 390' 390' FIGURE 11-3 Sight Distance Triangle LEGEND I:\CIT2201-RIV\Reports\Striping&ISD.dwg (2/22/2023) SOURCE: Google Earth, 2018. Sight Distance Analysis at Baron Avenue/Project Driveway 6 Tract Map 6343 Project Transportation Impact Analysis 1661 AGENDA ITEM NO. 13.
PERRIN AVENUE PRIVATE STREET 'N' 'M'
PRIVATE STREET
390' 390' FIGURE 11-4 Sight Distance Triangle LEGEND I:\CIT2201-RIV\Reports\Striping&ISD.dwg (2/22/2023) SOURCE: Google Earth, 2018. Sight Distance Analysis at Baron Avenue/Perrin Road Tract Map 6343 Project Transportation Impact Analysis 1662 AGENDA ITEM NO. 13. 12-1
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)
12.0 CALTRANS FREEWAY QUEUING ANALYSIS
As recommended by the Caltrans staff during the scoping agreement process, a freeway queuing analysis has been conducted at all Caltrans facilities at which project traffic gets added. Since the project is estimated to add traffic at the Herndon Avenue and Fowler Avenue interchanges, a freeway queuing analysis was performed at the off-ramps at these interchanges.
12.1 FREEWAY QUEUING ANALYSIS
A freeway queuing analysis was performed to examine safety impacts at the Herndon Avenue and Fowler Avenue interchange off-ramps. The queuing analysis will review the speed differential between the off-ramp queue and mainline traffic during the peak hours. If the speed differential exceeds the significance thresholds as outlined in the Safety Review Practitioners Guidance (30 mph), traffic safety improvements will need to be identified to offset operational deficiencies on traffic safety, if any.
Table 12-A summarizes the off-ramp speed differential between the SR-168 mainline and the offramps at the Herndon Avenue and Fowler Avenue interchanges. The ramp and mainline speeds were calculated using the Highway Capacity Software (i.e., HCS 7). As summarized in Table 12-A, the speed differential between the freeway mainlines and off-ramps for both interchanges are less than 30 mph except for the diverge segment at the SR-168 westbound Herndon Avenue Off-Ramp. As such, no safety improvements may be necessary at all other locations.
The diverge segment at the SR-168 westbound Herndon Avenue Off-Ramp is forecast to operate at an unsatisfactory condition (LOS F) during p.m. peak hours under existing, near-term (2026) and cumulative (2046) conditions. Therefore, HCS 7 results may be unreliable for that diverge segment.
However, since the segment is performing at LOS F, it could be estimated that the facility is being heavily congested, and a speed differential between the off-ramp queue and mainline traffic would potentially be much lower than the Caltrans significance threshold of 30 mph. However, improvements would be required at this off-ramp location to improve traffic operations in the freeway mainline. Since the project has no direct control of implementing improvements at a Caltrans facility, the deficiency at this location would remain significant and unavoidable.
It should be noted that as shown in Tables 8-A, 8-C, and 8-E, the intersections of SR- 168 Westbound Ramps/Herndon Avenue, and SR- 168 Eastbound Ramps/Herndon Avenue are forecast to operate at a satisfactory LOS under all scenarios. However, as shown in Tables 10-B and 10-C, both the ramp intersections are projected to have queuing deficiencies under future conditions (Near-term and cumulative scenarios). Additionally, the adjacent intersection of Clovis Avenue/Herndon Avenue is forecast to operate at an unsatisfactory LOS under Near-term, and cumulative scenarios, which may further deteriorate the ramp performance due to proximity of this intersection to the freeway ramps. Therefore, an evaluation of these intersections using signal timing coordination and optimization was performed under near-term and cumulative scenario. As shown in Tables 9-C, and 9-D, the intersection of Clovis Avenue/Herndon Avenue is forecast to operate at a satisfactory LOS along with the ramp intersections under Near-term, and cumulative scenarios with implementation of this improvement. Further, as shown in Tables 10-E and 10-F, and discussed in chapter 10.0 of 1663
AGENDA ITEM NO. 13.
12-2
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23) this report, this also helps eliminate the queuing issues at the ramp intersections along with additional storage length improvement proposed to the SR- 168 Westbound Ramps at Herndon Avenue.
Detailed HCS worksheets are included in Appendix H.
12.2 LIST OF CHAPTER 12.0 TABLES
• Table 12-A: Caltrans Off-Ramp Speed Differential
1664
AGENDA ITEM NO. 13.
Freeway
Speed
Ramp
Speed
Freeway
Speed
Ramp
Speed
Freeway
Speed
Ramp
Speed
Freeway
Speed
Ramp
Speed
(mi/hr) (mi/hr) (mi/hr) (mi/hr) (mi/hr) (mi/hr) (mi/hr) (mi/hr) Existing (2022)
1 . EB: Herndon Avenue Off‐Ramp 62.6 58.0 4.6 No 64.5 57.3 7.2 No 62.5 57.9 4.6 No 64.1 57.0 7.1 No 2 . WB: Herndon Avenue Off‐Ramp 58.5 58.5 0.0 No ‐‐ ‐‐ ‐‐ ‐‐ 58.5 58.5 0.0 No ‐‐ ‐‐ ‐‐ ‐‐ Near Term (2026)
1 . EB: Herndon Avenue Off‐Ramp 62.2 57.7 4.5 No 63.5 56.5 7.0 No 62.2 57.6 4.6 No 63.1 56.2 6.9 No 2 . WB: Herndon Avenue Off‐Ramp 58.5 58.5 0.0 No ‐‐ ‐‐ ‐‐ ‐‐ 58.5 58.5 0.0 No ‐‐ ‐‐ ‐‐ ‐‐ Cumulative (2046)
1 . EB: Herndon Avenue Off‐Ramp 62.0 57.5 4.5 No 62.2 55.5 6.7 No 61.8 57.4 4.4 No 61.9 55.3 6.6 No 2 . WB: Herndon Avenue Off‐Ramp 58.3 58.3 0.0 No ‐‐ ‐‐ ‐‐ ‐‐ 58.3 58.3 0.0 No ‐‐ ‐‐ ‐‐ ‐‐ Notes:mi/hr : miles per hour
pc/mi/ln: passanger cars per mile per lane
‐‐ indicates deficient LOS due to high congestion.
Speed
Difference
(mi/hr)
Safety
Impact
Speed
Difference
(mi/hr)
Safety
Impact
Speed
Difference
(mi/hr)
Table 12‐A ‐ Caltrans Off‐Ramp Speed Differential
SR‐168
Without Project Plus Project
AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
Speed
Difference
(mi/hr)
Safety
Impact
Safety
Impact
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\x_freeway_HCS_CIT.xlsx\Safety Impact (2/22/2023) 1665 AGENDA ITEM NO. 13.
13-1
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)
13.0 SUMMARY AND CONCLUSIONS
The proposed project will consist of 590 single-family homes on approximately 71.54 acres of the site. The remaining 174.46 acres of the site will be used for future developments. It is anticipated that the project buildout will occur in year 2026. Access to the project will be provided by six fullaccess driveways: three on Baron Avenue, two on Hammel Avenue, and one on Perrin Avenue.
13.1 VEHICLE MILES TRAVELED ANALYSIS SUMMARY
The project VMT per capita is 26.4 percent higher than the City’s VMT per capita threshold.
Therefore, based on the TIA Guidelines, the project will have a significant VMT impact. The project will implement applicable mitigation measures in consultation with the City staff. It is estimated that the project could achieve approximately 4.24 percent VMT reduction from various mitigation measures.
13.2 EXISTING CONDITIONS SUMMARY
All study intersections and roadway segments operate at a satisfactory LOS under existing without and with project conditions with the exception of 4 intersections.
13.3 NEAR-TERM (2026) CONDITIONS SUMMARY
All intersections and roadway segments are forecast to operate at a satisfactory LOS under nearterm (2026) plus project conditions with the exception of 8 intersections and 3 roadway segments.
13.4 CUMULATIVE (2046) CONDITIONS SUMMARY
All intersections and roadway segments are forecast to operate at a satisfactory LOS under cumulative (2046) plus project conditions with the exception of 14 intersections and 8 roadway segments.
13.5 IMPROVEMENTS SUMMARY
Based on the improvements discussed in Section 9.1, Recommended Improvements, of this report, all intersections and roadway segments are estimated to operate satisfactorily. Several of the improvements are included in the City’s DIF program. For the remaining improvements, the project will pay fair share percentages.
13.6 QUEUEING ANALYSIS SUMMARY
The recommended storage lengths have been proposed at intersections based on the availability of right-of-way and 95th percentile back‐of‐queue lengths at the study intersections. Additionally, a signal timing coordination and optimization has been proposed at the SR-168 Ramps and the adjacent intersection to alleviate LOS and queuing issues at this location. 1666
AGENDA ITEM NO. 13.
13-2
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)
13.7 SIGHT DISTANCE ANALYSIS SUMMARY
A sight distance analysis was conducted at the project driveways. Based on the sight distance analysis, the proposed project driveways achieve adequate sight distances and have clear sight triangles for the drivers.
13.8 SAFE ROUTES TO SCHOOL ANALYSIS SUMMARY
The project is approximately 2.0 miles from the elementary school and it is estimated that CUSD will provide for student transportation for elementary school students. The project is within the walking boundary of the Granite Ridge Intermediate School and Clovis North High School. The City may want to prioritize installing sidewalks and bike lanes on International Avenue, Behymer Avenue, and Minnewawa Avenue to provide a safe walking/biking route for safer access to these schools.
13.9 FREEWAY QUEUING ANALYSIS SUMMARY
The speed differential between the off-ramp and the mainline is less than 30 mph for all scenarios except for the diverge segment for the off-ramp at the Herndon Avenue Interchange. Since the project has no direct control of implementing improvements at a Caltrans facility, the deficiency at this location would remain significant and unavoidable. 1667
AGENDA ITEM NO. 13.
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)
APPENDIX A
SCOPING AGREEMENT
1668
AGENDA ITEM NO. 13.
7/1/22 (P:\CIT2201\Traffic\Scoping Agreement\TM 6343 Project TIA Scoping Agreement.docx)
CARLSBAD
CLOVIS
IRVINE
LOS ANGELES
PALM SPRINGS
POINT RICHMOND
RIVERSIDE
ROSEVILLE
SAN LUIS OBISPO
1500 Iowa Avenue, Suite 200, Riverside, California 92507 951.781.9310 www.lsa.net July 1, 2022
Mr. Sean K. Smith
Supervising Civil Engineer
Engineering Division, City of Clovis
1033 Fifth Street
Clovis, California 93612
Subject: Scope of Work for the Tract Map 6343 Project Transportation Impact Analysis (LSA Project No. CIT2201)
Dear Sean:
LSA will be preparing a Transportation Impact Analysis (TIA) for the Tract Map 6343 Project (project) in the City of Clovis (City) in Fresno County (County). The project site is located within the Northwest Urban Center area in the City’s General Plan, now known as Heritage Grove. The project site is bounded by East Behymer Avenue to the north, by the Enterprise Canal to the south and the west, and by agricultural fields to the east. The project site is currently vacant. Figure 1 (all figures, tables, and appendices attached) illustrates the regional and project location.
The proposed project would include annexation of 246 acres from Fresno County by the City of Clovis. It would also consist of developing 71.54 acres of this annexation area into a 590‐lot single‐ family residential development. No other development has been proposed for the remaining 174.46‐acre annexation area. Any future development occurring within the annexation area would require a separate project‐specific analysis. Figure 2 illustrates the tentative subdivision map for the residential development in the project. Access to the project site will be provided via six driveways:
Three gated ingress and egress driveways along the southern extension of Baron Avenue; Two gated ingress and egress driveways along Hammel Avenue, including one along the northern extension of Hammel Avenue; and
One gated ingress and egress driveway along Perrin Avenue.
All driveways have been considered as full‐access driveways for purposes of this analysis. The project will also include an emergency access driveway on Perrin Avenue.
Construction of the proposed project is expected to occur in three phases over a period of 33 months starting in March 2023. The first phase of the project would include development of 136 single‐family residential units, the second phase would include development of 213 single‐family residential units, while the third phase would include development of 241 single‐family residential units. However, for purposes of this analysis, the full build‐out of the project has been considered.
As such, LSA anticipates that the following scope of work will be required to prepare the TIA for the proposed project.
1669
AGENDA ITEM NO. 13.
7/1/2022 (P:\CIT2201\Traffic\Scoping Agreement\TM 6343 Project TIA Scoping Agreement.docx) 2
SCOPE OF WORK
LOCAL TRANSPORTATION ANALYSIS
Study Area Intersections
While Level of Service (LOS) analysis is no longer a determinant of California Environmental Quality Act (CEQA) impacts, consistency with the City’s General Plan goals and policies is still required.
Therefore, a Local Transportation Analysis (LTA) will be prepared to satisfy the requirements established by the City of Clovis Interim Transportation Impact Analysis Guidelines (TIA Guidelines), dated July 14, 2020, and requirements established by the California Department of Transportation (Caltrans). As such, traffic operations at all study intersections will be analyzed during the weekday a.m. and p.m. peak hours. The a.m. peak hour is defined as the one hour period of the highest traffic volume occurring between 7:00 and 9:00 a.m. while the p.m. peak hour is defined as the one hour period of the highest traffic volume occurring between 4:00 and 6:00 p.m. Intersection LOS will be calculated using the Highway Capacity Manual 6th Edition (HCM 6) analysis methodologies and by using the Synchro 11 software.
As per the City’s TIA guidelines, the extent of the study area should include the following:
Pedestrian, bicycle, and transit facilities within a half‐mile distance from the project site boundary;
All intersections of major streets that would provide direct access to the project; All signalized intersections within one‐half mile of the project site boundary where the project would add 50 or more peak hour trips, and signalized intersections beyond one‐ half mile where the project would add 100 or more peak hour trips; and All unsignalized intersections within a half‐mile of the project site boundary where the project would add more than 50 peak hour trips.
As such, the TIA will examine the following intersections:
1. Willow Avenue/International Avenue (City of Clovis/City of Fresno);
2. Willow Avenue/Behymer Avenue (City of Clovis/City of Fresno);
3. Willow Avenue/Shepherd Avenue (City of Clovis/City of Fresno);
4. Minnewawa Avenue/International Avenue (City of Clovis);
5. Minnewawa Avenue/Behymer Avenue (City of Clovis);
6. Minnewawa Avenue/Shepherd Avenue (City of Clovis);
7. Clovis Avenue/Behymer Avenue (City of Clovis);
8. Clovis Avenue/Baron Avenue (City of Clovis);
9. Clovis Avenue/Shepherd Avenue (City of Clovis);
10. Clovis Avenue/Teague Avenue (City of Clovis);
1670
AGENDA ITEM NO. 13.
7/1/2022 (P:\CIT2201\Traffic\Scoping Agreement\TM 6343 Project TIA Scoping Agreement.docx) 3
11. Clovis Avenue/Nees Avenue (City of Clovis);
12. Clovis Avenue/Alluvial Avenue (City of Clovis);
13. State Route 168 Westbound Ramps/Herndon Avenue (Caltrans);
14. State Route 168 Eastbound Ramps/Herndon Avenue (Caltrans);
15. Clovis Avenue/Herndon Avenue (City of Clovis);
16. Baron Avenue/Behymer Avenue (City of Clovis);
17. Baron Avenue/Perrin Avenue (City of Clovis);
18. Sunnyside Avenue/Shepherd Avenue (City of Clovis);
19. Fowler Avenue/Shepherd Avenue (City of Clovis);
20. Hammel Avenue/Project Driveway 1 (City of Clovis);
21. Hammel Avenue/Project Driveway 2 (City of Clovis);
22. Project Driveway 3/Perrin Avenue (City of Clovis);
23. Baron Avenue/Project Driveway 4 (City of Clovis);
24. Baron Avenue/Project Driveway 5 (City of Clovis); and
25. Baron Avenue/Project Driveway 6 (City of Clovis).
Figure 3 illustrates the study area intersections.
Roadway Segments
In addition to the study area intersections, the TIA will examine traffic operations at the following roadway segments:
1. International Avenue, between Willow Avenue and Minnewawa Avenue (City of Clovis);
2. Behymer Avenue, between Willow Avenue and Minnewawa Avenue (City of Clovis);
3. Behymer Avenue, between Minnewawa Avenue and Clovis Avenue (City of Clovis);
4. Behymer Avenue, between Clovis Avenue and Baron Avenue (City of Clovis);
5. Shepherd Avenue, between Willow Avenue and Minnewawa Avenue (City of Clovis);
6. Shepherd Avenue, between Minnewawa Avenue and Clovis Avenue (City of Clovis);
7. Shepherd Avenue, between Clovis Avenue and Sunnyside Avenue (City of Clovis);
8. Shepherd Avenue, between Sunnyside Avenue and Fowler Avenue (City of Clovis);
9. Herndon Avenue, between State Route 168 Eastbound Ramps and Clovis Avenue (City of Clovis);
1671
AGENDA ITEM NO. 13.
7/1/2022 (P:\CIT2201\Traffic\Scoping Agreement\TM 6343 Project TIA Scoping Agreement.docx) 4
10. Willow Avenue, between International Avenue and Behymer Avenue (City of Clovis/City of Fresno);
11. Willow Avenue, between Behymer Avenue and Shepherd Avenue (City of Clovis/City of Fresno);
12. Minnewawa Avenue, between International Avenue and Behymer Avenue (City of Clovis);
13. Minnewawa Avenue, between Behymer Avenue and Shepherd Avenue (City of Clovis);
14. Clovis Avenue, between Behymer Avenue and Perrin Avenue (City of Clovis);
15. Clovis Avenue, between Perrin Avenue and Baron Avenue (City of Clovis);
16. Clovis Avenue, between Baron Avenue and Shepherd Avenue (City of Clovis);
17. Clovis Avenue, between Shepherd Avenue and Teague Avenue (City of Clovis);
18. Clovis Avenue, between Teague Avenue and Nees Avenue (City of Clovis);
19. Clovis Avenue, between Nees Avenue and Alluvial Avenue (City of Clovis); and
20. Clovis Avenue, between Alluvial Avenue and Herndon Avenue (City of Clovis).
As recommended in the City’s TIA guidelines, daily traffic operations at roadway segments will be analyzed based on the peak hour level of service volume thresholds obtained from Chapter 5.16, Transportation and Traffic, of the City’s General Plan and Development Code Update Draft Program Environmental Impact Report, dated June 2014.
Project Trip Generation, Trip Distribution, and Trip Assignment The trip generation for the proposed project was developed using rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition) for Land Uses 210 ‐ “Single‐ Family Detached Housing.” The project trip generation is summarized in Table A. The project is anticipated to generate 5,564 total daily trips, with 413 trips occurring during the a.m. peak hour and 555 trips occurring during the p.m. peak hour.
The project trip distribution patterns were derived from the select zone model run obtained from the Fresno Council of Governments’ (COG’s) Activity‐Based Model (ABM). The select zone model plot is included in Appendix A. Figure 4 illustrates the project trip distribution. The project trip assignment at the study area intersections is the product of the project trip generation and the corresponding trip distribution percentages. Figure 5 illustrates the project trip assignment at the study area intersections.
Analysis Scenarios
The TIA will be prepared based on consultation with City staff and Caltrans to meet the requirements of both the City and Caltrans. The TIA will examine traffic operations at the study area intersections and roadway segments under the following scenarios:
Existing Conditions;
1672
AGENDA ITEM NO. 13.
7/1/2022 (P:\CIT2201\Traffic\Scoping Agreement\TM 6343 Project TIA Scoping Agreement.docx) 5 Existing Plus Project Conditions;
Near‐Term Plus Project Conditions;
Cumulative Year without Project Conditions; and
Cumulative Year Plus Project Conditions.
Volume Development and Analysis Methodology
Traffic volumes for existing conditions are typically developed using existing count data collected at study area intersections and roadway segments. Despite the ongoing COVID‐19 pandemic, LSA anticipates that at present, traffic is operating near or at pre‐pandemic levels, and therefore, adjustments to traffic counts will not be required. However, in case City staff requires adjustments to existing traffic counts, appropriate adjustments will be made by obtaining historical counts at study area intersections and roadway segments.
Traffic volumes under near‐term plus project conditions will be developed by adding traffic volumes from approved and pending projects located near the study area and project traffic to existing traffic volumes. LSA will contact City staff and adjacent jurisdictions for a list of cumulative projects.
Traffic volumes for cumulative year without project conditions will be developed by using forecast volumes obtained from the Fresno COG ABM. The methodology to develop cumulative year without project traffic volumes at study area intersections and roadway segments will be consistent with the COG’s procedures for post‐processing of modeled traffic volumes. The resulting intersection and roadway segment LOS will be calculated using the previously discussed methodologies.
Existing and cumulative year plus project traffic volumes will be developed by adding project traffic to the traffic volumes for the corresponding without project scenarios.
Intersection Queuing Analysis
An intersection queuing analysis will be performed at all study intersections. The queuing analysis will be performed using Synchro for signalized intersections and using SimTraffic for unsignalized intersections.
Caltrans Ramp Queuing Analysis
As requested by Caltrans staff, a ramp queuing analysis will be performed at the SR‐168/Herndon Avenue interchange to identify potential traffic safety impacts. The evaluation of safety impacts will include a review for speed differential between the exit ramps queue and the mainline of SR‐168 during the same peak hour study period. The analysis will be performed as per the Caltrans Interim Land Development and Intergovernmental Review (LDIGR) Safety Review Practitioners Guidance, dated July 2020.
Site Access and Circulation Analysis
A site access and circulation analysis will be conducted as per the criteria stated in the City’s TIA guidelines. The following issues will be evaluated as part of this analysis:
1673
AGENDA ITEM NO. 13.
7/1/2022 (P:\CIT2201\Traffic\Scoping Agreement\TM 6343 Project TIA Scoping Agreement.docx) 6 Anticipated queues and minimum required throat depth (MRTD) at all project access locations;
A sight distance analysis at the project driveways including recommended improvements in cases of unsafe traffic conditions; and
Safety of potential pedestrian paths of travels from the project site to schools, commercial areas, and nearby bus stops.
Analysis of Traffic Operations and Recommended Circulation Improvements Levels of service without the project will be compared with levels of service plus the project for all analysis scenarios to determine operational deficiencies based on the LOS standards and operational deficiency criteria as applicable for the City and Caltrans. Furthermore, necessary improvements will be recommended to offset any operational deficiencies. Improvements may include addition of intersection turn lanes, segment lane additions, signalization, etc. The LOS with the proposed improvements will be calculated and summarized, along with a comparison of the LOS without improvements.
Signal Warrant Analysis (if Required)
A signal warrant analysis would be conducted at unsignalized intersections if a signal is recommended as an improvement. Peak hour approach volumes for study intersections will be examined to determine whether signalization may be warranted per the criteria defined in the California supplement of the Manual on Uniform Traffic Control Devices (CA‐MUTCD).
Fair‐Share Contributions (if Required)
A fair share percentage will be calculated for study area intersection and roadway segment improvements recommended in the TIA that are not included in the Measure C program, the City’s Development Fee program, or any other funding program. The percentage of fair share for the project will be calculated at each location using the total trips generated by the project divided by the total “new” traffic, which is the net increase in traffic volumes from existing to cumulative year conditions.
PROJECT VEHICLE MILES TRAVELED ANALYSIS
The TIA will include a Vehicle Miles Traveled (VMT) analysis to meet CEQA requirements. The project VMT analysis will be prepared consistent with the City’s TIA Guidelines. As per the City’s TIA Guidelines, the project cannot be considered as a small project given that the project exceeds 53 dwelling units. Therefore, a full VMT analysis will be required for the project. For purposes of this analysis, the project‐generated VMT per capita will be obtained from the Fresno COG ABM. As per the City’s TIA Guidelines, a significant project‐generated VMT impact would occur if the project’s VMT per capita exceeds a level of 13 percent below the existing County average VMT per capita provided in the guidelines. In case of a significant VMT impact, appropriate mitigation measures will be recommended based on discussion with City staff.
Should you have any questions, please do not hesitate to contact me at (951) 781‐9310 or email me at [email protected].
1674
AGENDA ITEM NO. 13.
7/1/2022 (P:\CIT2201\Traffic\Scoping Agreement\TM 6343 Project TIA Scoping Agreement.docx) 7 Sincerely,
LSA ASSOCIATES, INC.
Ambarish Mukherjee, AICP, PE
Principal
ATTACHMENTS
Table A: Project Trip Generation
Figure 1: Regional and Project Location
Figure 2: Tentative Subdivision Map
Figure 3: Study Area Intersections
Figure 4: Project Trip Distribution
Figure 5: Project Trip Assignment
Appendix A: Fresno COG ABM Select Zone Model Plots
1675
AGENDA ITEM NO. 13.
TABLES
1676
AGENDA ITEM NO. 13.
Land Use In Out Total In Out Total
Single‐Family Detached Housing 590 DU
Trips/Unit1 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 106 307 413 348 207 555 5,564
Notes:
DU = Dwelling Units
1 Table A ‐ Project Trip Generation
A.M. Peak Hour P.M. Peak Hour Daily Units
Rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition), Land Use 210 ‐ "Single‐Family Detached Housing", Setting/Location ‐ "General Urban/Suburban."
P:\CIT2201\Traffic\Trip Gen.xlsx\Trip Gen (5/6/2022)
1677
AGENDA ITEM NO. 13.
FIGURES
1678
AGENDA ITEM NO. 13.
MINNEWAWA AVENUE
PERRIN
AVENUE
BEHYMER AVENUE CLOVIS AVENUE
SHEPHERD AVENUE
SUNNYSIDE AVENUE
SOURCE: Google Earth (2018)
I:\CIT2201\Reports\fig1_Reg_Loc.mxd (5/3/2022)
FIGURE 1
Tract Map 6343 Project
Transportation Impact Analysis
Regional and Project Location
LEGEND
Project Location
Madera
County
Fresno
County
Ã145
Ã180
Ã168
Ã41
Ã99
Project
Location
Project Vicinity
0 1000 2000
FEET
1679
AGENDA ITEM NO. 13.
SOURCE: Harbour & Associates, January 2022
NOT TO SCALE
N
I:\CIT2201\Reports\Traffic\fig2_SitePlan.ai (05/03/2022) FIGURE 2
Tenta�ve Subdivision Map
Tract Map 6343 Project
Transportation Impact Analysis
1680
AGENDA ITEM NO. 13.
!
!
!
! !
!
!
!
!
!
!
!
!
!
! !
!
!
!
! !
!
!
!
!
MINNE
WA
WA
A
VEN
UE
NEES AVENUE
ALLUVIAL AVENUE
HERNDON AVENUE
CLOVIS
A
VENUE
BEHYMER AVENUE
WILLO
W
A
VEN
UE
ÄÆ168
TEAGUE AVENUE
BARON AVENUE
HAMMEL AVENUE
PERRIN AVENUE
20 21
22 17
S
UNN
YSID
E
A
VEN
UE
FO
WLER
A
VE
N
UE
INTERNATIONAL AVENUE
SHEPHERD AVENUE
7 4
2 1
9 6
6 5
3 18 19
25 24
23 16
15 12
11 10
13 14
SOURCE: ESRI Streetmap (2013)
I:\CIT2201\Reports\fig3_Study_Int.mxd (6/30/2022)
FIGURE 3
Tract Map 6343 Project
Transportation Impact Analysis
Study Area Intersections
LEGEND
Project Location
! Study Intersection
Future Roadway
Project Driveway 0 1250 2500
FEET
1681
AGENDA ITEM NO. 13.
[ (5%)
[ (4%) (11%) [ (3%) (18%)
Q (1%) QT (1%) Q (5%) T (8%)
5% \R 1% 11% Y 1% \R 5% 18% Y
12 3 4 5 6
(8%) T (91%) Z Q[ 13% Z Z Z
8% Y 26% S 4% S 9% S 2% S
78 910 11 12
[ (24%) (2%) (26%) Z Q[ 3% T 1% Z 10%
2% 2% Y 26% S 8% \RY (3%) SR (10%) R
(34%) \ (3%) \
13 14 15 16 17 18
13%
6% T (3%) T (10%) T 24% Z Z
(6%) R Y Y (13%) Y (2%) SR (2%) SR
(4%) \ (18%) \ (19%) \
19 20 21 22 23 24
Z
(2%) SR
(20%) \
25 FIGURE 4
XX% (YY%)Inbound (Outbound) Distribution Tract Map 6343 Project Future Roadway Transportation Impact AnalysisProject Driveway Project Trip Distribution Willow Avenue/International AvenueClovis Avenue/Behymer Avenue State Route 168 Westbound Ramps/Herndon Avenue 20%
(4%)
(48%)
Clovis Avenue/Alluvial Avenue
48%
37%
(37%)
Baron Avenue/Project Driveway 6
37%(3%)
(2%)
39%
Clovis Avenue/Teague Avenue
Minnewawa Avenue/Shepherd Avenue
8%
5%
Minnewawa Avenue/International Avenue Minnewawa Avenue/Behymer Avenue (1%)
(2%)
Willow Avenue/Shepherd Avenue
1%
5%
3%
(5%)
Willow Avenue/Behymer Avenue
(5%)
4%
2%
(26%)
(52%)
(13%)
(9%)
(39%)
(4%)
4%
10%
91%
8%
4%
Clovis Avenue/Shepherd Avenue Clovis Avenue/Nees Avenue (8%)
2%
7%
34%
57%
52%
Clovis Avenue/Baron Avenue
3%
Baron Avenue/Perrin Avenue State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue Baron Avenue/Behymer Avenue Baron Avenue/Project Driveway 4
18%
(7%)
Baron Avenue/Project Driveway 5
19%
18%(5%)
Project Driveway 3/Perrin Avenue
2%
5%(18%)
3%
(8%)
(3%)
Fowler Avenue/Shepherd Avenue
(24%)
2%
3%(37%)
(26%)
(57%)
(1%)
3%
Hammel Avenue/Project Driveway 1 Hammel Avenue/Project Driveway 2 Sunnyside Avenue/Shepherd Avenue
3%
(3%)
24%
P:\CIT2201\Traffic\z45_Dist.xlsx 7/1/2022
1682
AGENDA ITEM NO. 13.
[ 15 / 10
[ 12 / 8 34 / 23 [ 9 / 6 55 / 37
Q 3 / 2 QT 3 / 2 Q 15 / 10 T 25 / 17
5 / 17 \R 1 / 3 12 / 38 Y 1 / 3 \R 5 / 17 19 / 63 Y 12 3 4 5 6
25 / 17 T 279 / 188 Z Q[ 14 / 45 Z Z Z
8 / 28 Y 28 / 90 S 4 / 14 S 10 / 31 S 2 / 7 S
7 8 9 10 11 12
[ 74 / 50 6 / 4 80 / 54 Z Q[ 3 / 10 T 1 / 3 Z 11 / 35 2 / 7 2 / 7 Y 28 / 90 S 8 / 28 \RY 9 / 6 SR 31 / 21 R 104 / 70 \ 9 / 6 \
13 14 15 16 17 18
14 / 45
6 / 21 T 9 / 6 T 31 / 21 T 25 / 84 Z Z
18 / 12 R Y Y 40 / 27 Y 6 / 4 SR 6 / 4 SR
12 / 8 \ 55 / 37 \ 58 / 39 \
19 20 21 22 23 24
Z
6 / 4 SR
61 / 41 \
25 FIGURE 5
XXX / YYYAM / PM Peak Hour Traffic Volumes Tract Map 6343 Project Future Roadway Transportation Impact AnalysisProject Driveway Project Trip Assignment 80 / 54
25 / 17
9 / 6
3 / 2
3 / 10
175 / 118
3 / 10
36 / 118
60 / 198
55 / 181
Clovis Avenue/Baron Avenue Clovis Avenue/Alluvial Avenue 39 / 129
25 / 84
Clovis Avenue/Behymer Avenue
60 / 54
8 / 28
25 / 17
Baron Avenue/Perrin Avenue State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue Baron Avenue/Behymer Avenue 2 / 7
Sunnyside Avenue/Shepherd Avenue
117 / 87
4 / 14
20 / 66
2 / 7
7 / 24
34 / 73
96 / 317
2 / 7
12 / 8
4 / 14
5 / 17
Fowler Avenue/Shepherd Avenue
3 / 10
15 / 10
Willow Avenue/Behymer Avenue
15 / 10
4 / 14
2 / 7
80 / 54
160 / 108
40 / 27
Willow Avenue/International Avenue Minnewawa Avenue/Shepherd Avenue 8 / 28
5 / 17
Minnewawa Avenue/International Avenue Minnewawa Avenue/Behymer Avenue 3 / 2
6 / 4
Willow Avenue/Shepherd Avenue
1 / 3
6 / 4
114 / 77
41 / 136
Clovis Avenue/Nees Avenue
12 / 8
147 / 99
28 / 19
120 / 81
11 / 35
3 / 10
74 / 50 51 / 167 Clovis Avenue/Shepherd Avenue Clovis Avenue/Teague Avenue Baron Avenue/Project Driveway 4
9 / 6
48 / 135
Baron Avenue/Project Driveway 5
Baron Avenue/Project Driveway 6
Hammel Avenue/Project Driveway 1 Project Driveway 3/Perrin Avenue Hammel Avenue/Project Driveway 2 State Route 168 Westbound Ramps/Herndon Avenue
21 / 70
19 / 63
21 / 14
3 / 10
P:\CIT2201\Traffic\z45_Assign.xlsx 7/1/2022
1683
AGENDA ITEM NO. 13.
APPENDIX A
FRESNO COG ABM SELECT ZONE MODEL PLOTS
1684
AGENDA ITEM NO. 13.
Fresno COG 2035 Travel Model - PM peak hour Select Zone Distribution (Tract 6205) (Licensed to LSA Associates, Inc.)
0 0
1 0
0 1
1 0
0 1
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
2 0
0 0
1 0
1 0
0 0
1 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
0 0
0 0
0 0
0 0
1 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0 0
0 0
0 0
0 0
0 0
0 0
4 0
0 0
0 0
0 0
0 0
1 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
1 0
0 0
0 0
0 0
0 0
0 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
1 0
0 0
0 0
0 0
0 0
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
1 0
0 0
0 1
0 0
0 0
0 0
1 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 100
0 0
0 0
0 0
0 0
0 0
0 0
0 0
4 Behymer
0 Behymer
0 Behymer
0 Behymer
0 0
Chestnut
0 Chestnut
0 Chestnut
0 Chestnut
0 Minnewawa
2 4
0 Nees
0 Nees
0 Minn
2 ewawa
Alluvia
0 l
Locan
0 Shepherd
2 0
Temperance
2 Armstrong
0 Armstrong
0 Fowler
1 Sunnyside
3 Sunnyside
3 Fowler
1 SR 168
0 Herndon/168
19 Herndon
6 Herndon
0 0
SR 168
0 0
SR 16
0 8
Hern
0 don/168
SR 168
0 Herndon
0 6
0 0
Fowler
1 0
Fowler
1 SR 168
0 Fowler/168
0 SR 168
0 0
Fowler
1 SR 168
0 Fowler/168
0 SR 168
0 Fowler
1 Fowler
1 Fowler
1 1
Fowler
1 Temperance
2 Temp/168
0 0
SR 168
0 Temp/168
SR
0 168
0 0
Temperance
2 0
0 Temperance
1 Teague
4 Teague
4 Chestnut
0 Behymer
0 0
Chestnut
0 Chestnut
0 Maple
0 0
Teague
5 Teague
5 Peach
1 Peach
1 Peach
0 Peach
0 0
Internation
0 Internation
0 Cedar
0 2
Teague
2 Temperance
2 on
Cedar
0 Cedar
0 0
Cedar
0 Cedar
0 0
Cedar
0 Cedar
0 Cedar
0 Ceda
0 r
Cedar
0 0
0 Cedar
0 Cedar
0 1
Cedar
0 0
Herndon
2 Herndon
1 Cedar
0 Herndon
2 Maple
0 0
Maple
0 Maple
0 Maple
0 Maple
0 Maple
0 Maple
0 0
Herndon
2 Maple
0 Herndon
1 0
Chestnu
0 t
Chestnut
0 Chestnut
0 1
Willow
2 Chestnut
1 Chestnut
1 Chestnut
1 Chestnut
1 1
1 Chestnut
1 0
0 Herndon
2 Chestnut
0 Chestnut
0 0
Willow
2 Willow
2 2
Willow
1 3
Herndon
2 Willow
3 2
Willow
3 Peach
0 Peach
0 Peach
0 0
Herndon
2 Peach
0 Herndon
0 Peach
0 Fir
0 Peach
0 Peach
0 0
Peach
0 Fir
0 Herndon
2 Villa
3 Villa
3 Villa
3 Villa
3 3
Villa
3 Villa
3 Villa
3 Fir
0 6
Herndon
0 Villa
6 Villa
6 Vil/Minnew
6 Herndon
0 Minnewawa
5 6
Herndon
0 Alluvial
1 Teague
0 0
1 Cedar
0 Alluvial
0 Cedar
1 Cedar
1 Cedar
1 0
Cedar
1 Cedar
1 2
Cedar
1 Nees
2 Nees
2 Alluvial
1 Alluvial
0 1
Alluvial
1 1
Alluvial
1 1
Alluvial
1 0
2 Nees
2 Cedar
1 0
Cedar
1 0
Cedar
1 Cedar
1 Cedar
1 Cedar
1 0
Cedar
0 Teague
1 0
Cedar
0 Cedar
0 Cedar
0 Teague
1 Teague
1 Teague
1 Teague
1 Teague
1 Shepherd
4 0
Champlain
0 Perrin
0 Cedar
0 Cedar
0 Cedar
0 4
0 Shepherd
4 Shepherd
4 Shepherd
2 Shepherd
4 0
Perrin
0 Cedar
0 Perrin
0 Cedar
0 Cedar
0 Cedar
0 Perrin
0 Perrin
0 Cedar
0 0
Behymer
0 Behymer
0 Perrin
0 Perrin
1 Perrin
1 Behymer
0 Internation
0 Internation
0 Internation
0 Friant
0 0
0 Maple
0 Map
0 le
Alluvial
0 Maple
1 Maple
1 Maple
1 1
Maple
1 Alluvial
0 Alluvial
0 0
Alluvial
0 Alluvial
0 0
Maple
1 1
Maple
1 1
Maple
1 1
Nees
2 Maple
1 Nees
0 Nees
2 0
Nees
2 Nees
1 Alluvial
0 0
Chestnut
0 Alluvial
0 0
Chestnut
0 Nees
2 0
0 Chestnut
0 Chestnut
0 2
0 Nees
2 Chestnut
0 Maple
1 1
Maple
1 Maple
1 Maple
1 Maple
1 Maple
1 Maple
0 Teague
2 Maple
1 Maple
0 Maple
0 Maple
0 Teague
2 Teague
2 Teague
2 Teague
2 0
Chestnut
0 Chestnut
0 Chestnut
0 Teague
2 Teague
2 2
Chestnut
0 Teague
2 Alluvial
0 Alluvial
0 Nees
2 0
Nees
1 Alluvial
0 0
Willow
2 2
Teague
2 Teague
2 Teague
3 2
Willow
1 Teague
3 Maple
0 0
Maple
0 0
Shepherd
4 Maple
0 Maple
0 Shepherd
2 Shepherd
4 0
Shepherd
5 Maple
0 Maple
0 Maple
0 Maple
0 Maple
0 Maple
0 Shepherd
5 0
Shepherd
5 0
Chestnut
0 Chestnut
0 0
Chestnut
0 Chestnut
0 Chestnut
0 Chestnut
0 Maple
0 Perrin
1 Maple
0 Maple
0 Maple/Chest
0 Maple/Chest
0 Perrin
1 Perrin
1 Perrin
1 Maple
0 0
0 Maple
0 Maple
0 Behymer
0 Behymer
0 Behymer
0 0
Chestnut
0 Chestnut
0 Perrin
1 Chestnut
0 Chestnut
0 1
Perrin
1 Perrin
1 Perrin
1 Chestnut
0 Shepherd
5 3
Shepherd
9 Willow
3 Willow
0 Shepherd
12 9
Perrin
1 Perrin
1 Perrin
1 Behymer
0 Willow
0 Behymer
1 Willow
0 Alluvial
0 Alluvial
0 Alluvial
0 Alluvial
0 0
Nees
3 Nees
2 0
Nees
3 Nees
2 Peach
0 Peach
0 Peach
1 Alluvial
0 Peach
1 Peach
1 Peach
1 Peach
1 Peach
1 0
Nees
4 Peach
1 Peach
0 Nees
2 Peach
0 Peach
0 Peach
0 Teague
4 Peach
0 Alluvial
0 Alluvial
0 0
Minnewawa
5 0
Alluvial
0 Alluvial
0 5 5
Alluvial
0 0
Minnewawa
5 Minnewawa
10 5
Minnewawa
8 Teague
6 Perrin
2 Perrin
2 Peach
0 Behymer
6 Behymer
6 Shepherd
19 0
Perrin
2 Minnewawa
0 Minnewawa
0 Perrin
2 Behymer
6 Minnewawa
0 Behymer
6 Minnewawa
0 Maple
0 Maple
0 Maple
0 Maple
0 Internation
0 0
Maple
0 Internation
0 0
Chestnut
0 Chestnut
0 Chestnut
0 Internation
0 Internation
0 Internation
0 Chestnut
0 Chestnut
0 Chestnut
0 Maple
0 Copper
0 0
Chestnut
0 Copper
1 Copper
1 Willow
0 1
Internation
1 Willow
0 Copper
1 Copper
1 Willow
0 Willow
0 Internation
1 Internation
1 Copper
1 Copper
1 Internation
3 Internation
1 Minnewawa
2 Minnewawa
0 Copper
2 Auberry
1 Copper
0 Minnewawa
2 0
Herndon
0 Clovis
6 Herndon
0 0
0 19
19 25 Herndon
1 Herndon
6 Clovis
27 0
Clovis
8 Clovis
27 0
Clovis
27 Herndon
1 Sunnyside
1 1
Herndon
0 Herndon
1 Sunnyside
3 Sunnyside
2 3
Sunnyside
1 2 2
Sunnyside
2 Sunnyside
2 2
Herndon
0 Herndon
0 0
Herndon
0 Fowler/168
0 Herndon
0 Tollhouse
0 Tollhou
0 se
Tollhouse
0 Armstrong
0 Armstrong
0 Armstrong
0 Tollhouse
0 Armstrong
0 Armstrong
0 0
0 Herndon
0 Armstrong
0 Herndon
0 Armstrong
01 Armstrong
0 1
0 Herndon
0 Tollhouse
0 Temperance
0 Temperance
2 Temperance
2 Herndon
0 1
Herndon
0 Herndon
0 0
Herndon
0 Herndon
0 Herndon
0 Herndon
0 Locan
0 Herndon
0 Locan
0 Herndon
0 Herndon
0 De Wolf
0 De Wolf
0 Herndon
0 De Wolf
0 Herndon
0 Alluvial
1 Alluvial
1 Clovis
9 0
Nees
0 0
0 Clov
9 is
Clovis
27 1
Alluvial
0 Alluvial
0 Nees
0 Nees
0 Nees
0 Alluvial
0 3
Sunnyside
3 Sunnyside
3 Alluvial
0 Sunnyside
3 Sunnyside
3 Sunnyside
3 Sunnyside
3 Nees
0 Nees
0 Alluvial
0 Alluvial
0 Sunnyside
3 Sunnyside
3 Teague
0 3
Sunnyside
3 Clovis
35 Perrin
2 Shepherd
4 Sunnyside
3 Sunnyside
3 Shepherd
12 Shepherd
9 Sunnyside
0 Sunnyside
0 Sunnyside
0 Alluvial
0 Fowler
1 Alluvial
0 0
Fowler
1 1
Fowler
3 Nees
0 Nees
1 Fowler
3 Fowler
3 Teague
0 Teague
0 Fowler
3 Armstrong
1 Armstrong
1 Armstrong
1 Alluvial
0 Alluvial
1 1
1 Armstrong
1 Armstrong
1 Armstrong
1 1
Armstrong
1 Nees
1 1
Nees
0 Nees
0 Temperance
2 0
Teague
0 Fowler
3 3
Fowler
0 2
Shepherd
8 0
Fowler
0 Fowler
0 Fowler
0 Behymer
0 Clovis
0 Clovis
3 Internation
3 Copper
0 Copper
0 Copper
0 Copper
0 Internatil
0 Internatil
0 Copper
0 Copper
0 Copper
0 Armstrong
0 Armstrong
0 Armstrong
0 Tollhouse
0 Nees
0 Tollhouse
0 Locan
0 Alluvial
0 Tollhouse
0 Locan
0 Nees
0 Locan
0 Locan
0 Locan
0 Locan
0 Locan
0 Locan
0 Alluvial
0 Alluvial
0 De Wolf
0 Tollhouse
0 De Wolf
0 Tollhous
0 e
Nees
0 Tollhouse
0 Shepherd
4 0
2 Locan
0 Locan
0 Shepherd
1 0
1 Internation
0 Internation
0 Fowler
1 1
Temp/168
0 Temperance
1 1
Temperance
1 Temperance
1 Nees
1 Nees
1 Fowler
0 Fowler/168
0 Alluvial
0 Teague
3 3
Teague
4 0
Herndon/168
0 Chestnut
0 Nees
0 Temp/168
0 Willow
1 Nees
0 Perrin
0 Willow
0 Willow
1 Perrin
2 Fowler
1 Teague
3 0
Willow
2 Chestnut
0 Temperance
2 Shepherd
4 Shepherd
2 Willow
1 Chestnut
0 Chestnut
0 0
0 0
Willow
1 Temperance
1 Nees
0 Temperance
2 0
Nees
0 Willow
0 Minnewawa
10 Minnewawa
5 Peach
1 Shepherd
11 0
Peach
0 Behymer
0 0
new road
0 Willow
0 0
Shepherd
6 Copper
0 Cedar
0 0
Herndon
0 SR 168
0 0
Clovis
28 Clovis
9 Shepherd
11 Chestnut
0 Behymer
0 Olympic
0 Cedar
0 Teague
3 Willow
1 Shepherd
11 8
Nees
2 Nees
3 3
Teague
5 6
0 0
Temperance
1 2
Alluvial
0 1
9 Nees
0 Clovis
9 Clovis
28 Clovis
28 Teague
6 Teague
6 Teague
6 Teague
6 Clovis
35 6
Clovis
28 0
Willow
2 SR 168
0 0
0 Maple
0 Alluvial
0 Willow
3 Alluvial
0 0
0 De Wolf
0 De Wolf
0 De Wolf
0 De Wolf
0 0
Cedar
0 Frian
0 t
Peach
0 Fowler
3 Alluvial
0 Alluvial
0 Shepherd
20 Minnewawa
8 Chestnut
0 0
0 0
0 0
Cedar
0 0
0 0
0 0
0 0
0 0
0 Locan
0 Shepherd
4 Clovis
35 Willow
0 Copper
1 Teague
4 Peac
0 h
Herndon/168
0 Chestnut
0 Willow
0 0
Internation
1 Nees
2 0
Copper
0 Maple
0 Maple
0 Maple
0 Maple
0 Friant
0 Copper
0 1
Copper
1 Maple
0 Copper
1 Copper
1 Copper
1 Copper
0 0
0 0
0 0
0 0
0 0
0 0 0 0 0
Clovis
35 0
0 per Rive
Willow
0 Alluvial
0 Alluvial
0 Willow
0 Willow
0 Willow
0 Internation
0 Cedar
0 Peach
0 Peach
0 Herndon
0 Herndon
0 Herndon
0 Herndon
0 Nees
0 Nees
0 Nees
1 Shepherd
10 0
Willow
3 2
Willow
3 6
Fowler
0 2 1
Shepherd
1 Temperance
2 Alluvial
0 Temperance
1 Clovis
10 Clovis
10 Clovis
10 Clovis
10 Clovis
10 Clovis
10 Shepherd
6 6
Minnewawa
0 Shepherd
12 Shepherd
8 Clovis
88 Shepherd
9 Shepherd
1 Shepherd
0 19
Willow
2 Hernd
0 on/168
0 Maple
1 Chestnut
0 Chestnut
0 Alluvial
0 0
Copper
0 Copper
1 Copper
0 0
SR 168
0 Alluvial
0 Alluvial
0 0
Willow
2 0
Shepherd
0 Shepherd
0 Alluvial
0 Alluvial
0 De Wolf
0 Alluvial
0 Clovis
0 Clovis
3 0
0 Clovis
0 Behymer
6 Behymer
9 new road
0 new road
0 Peach
0 Peach
0 Peach
0 Clovis
0 Clovis
2 Peach
0 Clovis
88 Baron
0 Baron
91 Clovis
2 Behymer
6 Perrin
2 Minnewawa
0 new road
0 new road
0 Minnewawa
0 Baron
0 Minnewawa
0 Minnewawa
0 Minnewawa
0 Baron
0 Baron
0 Baron
0 Baron
0 Baron
9 Behymer
9 new road
0 Behymer
6 Minnewawa
0 Clovis
2 Perrin
2 Peach
0 1685
AGENDA ITEM NO. 13.
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)
APPENDIX B
VMT CALCULATION WORKSHEETS
1686
AGENDA ITEM NO. 13.
Total project households 590
Total project population (a) 2025
Percent Population traveling to outside (b) * 7.79%
Project Population traveling to outside (c=b*a) 158
Total Internal‐Internal (II) Project VMT (d) ** 30,217 Internal project population (e=a‐c) 1,867.21
II VMT per capita (f=d/e) 16.18
IX VMT per capita (g) *** 20.2
Total IX VMT (h=g*c) 3,187
Total project VMT (i=d+h) 33,404
VMT per capita (j=i/a) 16.5
VMT adjustment factor for new base model (k) 1.08
Adjusted project VMT per capita (l = k*j) 17.8
* : Obtained from "Fresno_worker_ixxifractions.dat" from model inputs. Used same percentages/values as the **: Includes all tours and all sub‐tours from the ABM model run for VMT estimation ***: IX VMT per capita was estimated as average for all TAZs in the CSTDM Zone 2569 Appendix B
VMT Calculations Worksheet
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\VMT\vmt.xlsx\Appendix B (2/21/2023) 1687
AGENDA ITEM NO. 13.
T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T
CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)
APPENDIX C
TRAFFIC COUNT SHEETS AND SIGNAL TIMING SHEETS
1688
AGENDA ITEM NO. 13.
File Name : 01_CVS_Willow_Int AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: International Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Willow Avenue
Southbound
International Avenue
Westbound
Willow Avenue
Northbound
International Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 2 53 5 60 0 24 3 27 21 48 2 71 1 9 15 25 183
07:15 AM 3 62 6 71 1 48 15 64 58 52 1 111 3 6 21 30 276 07:30 AM 10 107 11 128 3 75 17 95 91 71 0 162 2 17 48 67 452 07:45 AM 27 130 42 199 4 95 17 116 117 97 4 218 6 18 55 79 612 Total 42 352 64 458 8 242 52 302 287 268 7 562 12 50 139 201 1523 08:00 AM 22 131 27 180 6 49 4 59 83 73 9 165 11 29 69 109 513 08:15 AM 2 60 8 70 3 9 3 15 19 55 7 81 2 5 24 31 197
08:30 AM 1 46 1 48 0 6 3 9 19 50 3 72 1 5 13 19 148
08:45 AM 3 47 1 51 1 5 1 7 14 55 4 73 2 5 16 23 154
Total 28 284 37 349 10 69 11 90 135 233 23 391 16 44 122 182 1012 Grand Total 70 636 101 807 18 311 63 392 422 501 30 953 28 94 261 383 2535 Apprch % 8.7 78.8 12.5 4.6 79.3 16.1 44.3 52.6 3.1 7.3 24.5 68.1 Total % 2.8 25.1 4 31.8 0.7 12.3 2.5 15.5 16.6 19.8 1.2 37.6 1.1 3.7 10.3 15.1 Passenger Vehicles 64 619 101 784 17 308 57 382 419 477 29 925 27 94 257 378 2469 % Passenger Vehicles 91.4 97.3 100 97.1 94.4 99 90.5 97.4 99.3 95.2 96.7 97.1 96.4 100 98.5 98.7 97.4 Large 2 Axle Vehicles 6 12 0 18 0 3 6 9 3 12 0 15 1 0 4 5 47 % Large 2 Axle Vehicles 8.6 1.9 0 2.2 0 1 9.5 2.3 0.7 2.4 0 1.6 3.6 0 1.5 1.3 1.9 3 Axle Vehicles 0 3 0 3 1 0 0 1 0 7 1 8 0 0 0 0 12
% 3 Axle Vehicles 0 0.5 0 0.4 5.6 0 0 0.3 0 1.4 3.3 0.8 0 0 0 0 0.5 4+ Axle Trucks 0 2 0 2 0 0 0 0 0 5 0 5 0 0 0 0 7
% 4+ Axle Trucks 0 0.3 0 0.2 0 0 0 0 0 1 0 0.5 0 0 0 0 0.3 Willow Avenue
Southbound
International Avenue
Westbound
Willow Avenue
Northbound
International Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 3 62 6 71 1 48 15 64 58 52 1 111 3 6 21 30 276 07:30 AM 10 107 11 128 3 75 17 95 91 71 0 162 2 17 48 67 452 07:45 AM 27 130 42 199 4 95 17 116 117 97 4 218 6 18 55 79 612 08:00 AM 22 131 27 180 6 49 4 59 83 73 9 165 11 29 69 109 513 Total Volume 62 430 86 578 14 267 53 334 349 293 14 656 22 70 193 285 1853 % App. Total 10.7 74.4 14.9 4.2 79.9 15.9 53.2 44.7 2.1 7.7 24.6 67.7 PHF .574 .821 .512 .726 .583 .703 .779 .720 .746 .755 .389 .752 .500 .603 .699 .654 .757 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1689
AGENDA ITEM NO. 13.
File Name : 01_CVS_Willow_Int AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: International Avenue
Weather: Clear
Willow Avenue
International Avenue
International Avenue
Willow Avenue
Right
86 Thru
430
Left
62 Out In Total
368 578 946
Right
53 Thru
267
Left
14 Out Total In
146 334 480
Left
349
Thru
293
Right
14 Out In Total
637 656 1293
Left
22 Thru
70 Right
193
Total Out In
702 285 987
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:30 AM
+0 mins. 3 62 6 71 1 48 15 64 58 52 1 111 2 17 48 67
+15 mins. 10 107 11 128 3 75 17 95 91 71 0 162 6 18 55 79 +30 mins. 27 130 42 199 4 95 17 116 117 97 4 218 11 29 69 109 +45 mins. 22 131 27 180 6 49 4 59 83 73 9 165 2 5 24 31 Total Volume 62 430 86 578 14 267 53 334 349 293 14 656 21 69 196 286 % App. Total 10.7 74.4 14.9 4.2 79.9 15.9 53.2 44.7 2.1 7.3 24.1 68.5 PHF .574 .821 .512 .726 .583 .703 .779 .720 .746 .755 .389 .752 .477 .595 .710 .656 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1690
AGENDA ITEM NO. 13.
File Name : 01_CVS_Willow_Int AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: International Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Willow Avenue
Southbound
International Avenue
Westbound
Willow Avenue
Northbound
International Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 49 5 55 0 24 3 27 20 45 2 67 1 9 15 25 174
07:15 AM 0 58 6 64 1 45 12 58 58 50 1 109 3 6 20 29 260 07:30 AM 9 107 11 127 3 75 17 95 91 66 0 157 2 17 48 67 446 07:45 AM 27 129 42 198 4 95 17 116 117 96 4 217 6 18 55 79 610 Total 37 343 64 444 8 239 49 296 286 257 7 550 12 50 138 200 1490 08:00 AM 22 127 27 176 6 49 3 58 83 72 9 164 11 29 68 108 506 08:15 AM 2 59 8 69 3 9 2 14 17 47 7 71 1 5 24 30 184
08:30 AM 1 44 1 46 0 6 2 8 19 47 2 68 1 5 13 19 141
08:45 AM 2 46 1 49 0 5 1 6 14 54 4 72 2 5 14 21 148
Total 27 276 37 340 9 69 8 86 133 220 22 375 15 44 119 178 979 Grand Total 64 619 101 784 17 308 57 382 419 477 29 925 27 94 257 378 2469 Apprch % 8.2 79 12.9 4.5 80.6 14.9 45.3 51.6 3.1 7.1 24.9 68 Total % 2.6 25.1 4.1 31.8 0.7 12.5 2.3 15.5 17 19.3 1.2 37.5 1.1 3.8 10.4 15.3 Willow Avenue
Southbound
International Avenue
Westbound
Willow Avenue
Northbound
International Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 58 6 64 1 45 12 58 58 50 1 109 3 6 20 29 260 07:30 AM 9 107 11 127 3 75 17 95 91 66 0 157 2 17 48 67 446 07:45 AM 27 129 42 198 4 95 17 116 117 96 4 217 6 18 55 79 610 08:00 AM 22 127 27 176 6 49 3 58 83 72 9 164 11 29 68 108 506 Total Volume 58 421 86 565 14 264 49 327 349 284 14 647 22 70 191 283 1822 % App. Total 10.3 74.5 15.2 4.3 80.7 15 53.9 43.9 2.2 7.8 24.7 67.5 PHF .537 .816 .512 .713 .583 .695 .721 .705 .746 .740 .389 .745 .500 .603 .702 .655 .747 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1691
AGENDA ITEM NO. 13.
File Name : 01_CVS_Willow_Int AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: International Avenue
Weather: Clear
Willow Avenue
International Avenue
International Avenue
Willow Avenue
Right
86 Thru
421
Left
58 Out In Total
355 565 920
Right
49 Thru
264
Left
14 Out Total In
142 327 469
Left
349
Thru
284
Right
14 Out In Total
626 647 1273
Left
22 Thru
70 Right
191
Total Out In
699 283 982
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 58 6 64 1 45 12 58 58 50 1 109 3 6 20 29
+15 mins. 9 107 11 127 3 75 17 95 91 66 0 157 2 17 48 67 +30 mins. 27 129 42 198 4 95 17 116 117 96 4 217 6 18 55 79 +45 mins. 22 127 27 176 6 49 3 58 83 72 9 164 11 29 68 108 Total Volume 58 421 86 565 14 264 49 327 349 284 14 647 22 70 191 283 % App. Total 10.3 74.5 15.2 4.3 80.7 15 53.9 43.9 2.2 7.8 24.7 67.5 PHF .537 .816 .512 .713 .583 .695 .721 .705 .746 .740 .389 .745 .500 .603 .702 .655 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1692
AGENDA ITEM NO. 13.
File Name : 01_CVS_Willow_Int AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: International Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Willow Avenue
Southbound
International Avenue
Westbound
Willow Avenue
Northbound
International Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 3 0 4 0 0 0 0 1 2 0 3 0 0 0 0 7
07:15 AM 3 4 0 7 0 3 3 6 0 2 0 2 0 0 1 1 16
07:30 AM 1 0 0 1 0 0 0 0 0 3 0 3 0 0 0 0 4
07:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
Total 5 7 0 12 0 3 3 6 1 8 0 9 0 0 1 1 28
08:00 AM 0 4 0 4 0 0 1 1 0 0 0 0 0 0 1 1 6
08:15 AM 0 1 0 1 0 0 1 1 2 3 0 5 1 0 0 1 8
08:30 AM 0 0 0 0 0 0 1 1 0 1 0 1 0 0 0 0 2
08:45 AM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 2 3
Total 1 5 0 6 0 0 3 3 2 4 0 6 1 0 3 4 19
Grand Total 6 12 0 18 0 3 6 9 3 12 0 15 1 0 4 5 47
Apprch % 33.3 66.7 0 0 33.3 66.7 20 80 0 20 0 80
Total % 12.8 25.5 0 38.3 0 6.4 12.8 19.1 6.4 25.5 0 31.9 2.1 0 8.5 10.6 Willow Avenue
Southbound
International Avenue
Westbound
Willow Avenue
Northbound
International Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 3 4 0 7 0 3 3 6 0 2 0 2 0 0 1 1 16
07:30 AM 1 0 0 1 0 0 0 0 0 3 0 3 0 0 0 0 4
07:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
08:00 AM 0 4 0 4 0 0 1 1 0 0 0 0 0 0 1 1 6
Total Volume 4 8 0 12 0 3 4 7 0 6 0 6 0 0 2 2 27
% App. Total 33.3 66.7 0 0 42.9 57.1 0 100 0 0 0 100
PHF .333 .500 .000 .429 .000 .250 .333 .292 .000 .500 .000 .500 .000 .000 .500 .500 .422 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1693
AGENDA ITEM NO. 13.
File Name : 01_CVS_Willow_Int AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: International Avenue
Weather: Clear
Willow Avenue
International Avenue
International Avenue
Willow Avenue
Right
0 Thru
8 Left
4 Out In Total
10 12 22
Right
4 Thru
3 Left
0 Out Total In
4 7 11
Left
0 Thru
6 Right
0 Out In Total
10 6 16
Left
0 Thru
0 Right
2 Total Out In
3 2 5
Peak Hour Begins at 07:15 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 3 4 0 7 0 3 3 6 0 2 0 2 0 0 1 1
+15 mins. 1 0 0 1 0 0 0 0 0 3 0 3 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
+45 mins. 0 4 0 4 0 0 1 1 0 0 0 0 0 0 1 1
Total Volume 4 8 0 12 0 3 4 7 0 6 0 6 0 0 2 2
% App. Total 33.3 66.7 0 0 42.9 57.1 0 100 0 0 0 100
PHF .333 .500 .000 .429 .000 .250 .333 .292 .000 .500 .000 .500 .000 .000 .500 .500 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1694
AGENDA ITEM NO. 13.
File Name : 01_CVS_Willow_Int AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: International Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Willow Avenue
Southbound
International Avenue
Westbound
Willow Avenue
Northbound
International Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
08:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
08:15 AM 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 3
08:30 AM 0 1 0 1 0 0 0 0 0 2 1 3 0 0 0 0 4
08:45 AM 0 1 0 1 1 0 0 1 0 0 0 0 0 0 0 0 2
Total 0 2 0 2 1 0 0 1 0 6 1 7 0 0 0 0 10
Grand Total 0 3 0 3 1 0 0 1 0 7 1 8 0 0 0 0 12
Apprch % 0 100 0 100 0 0 0 87.5 12.5 0 0 0
Total % 0 25 0 25 8.3 0 0 8.3 0 58.3 8.3 66.7 0 0 0 0
Willow Avenue
Southbound
International Avenue
Westbound
Willow Avenue
Northbound
International Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
Total Volume 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 .750 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1695
AGENDA ITEM NO. 13.
File Name : 01_CVS_Willow_Int AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: International Avenue
Weather: Clear
Willow Avenue
International Avenue
International Avenue
Willow Avenue
Right
0 Thru
1 Left
0 Out In Total
2 1 3
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
2 Right
0 Out In Total
1 2 3
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 07:15 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
+30 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
Total Volume 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1696
AGENDA ITEM NO. 13.
File Name : 01_CVS_Willow_Int AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: International Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Willow Avenue
Southbound
International Avenue
Westbound
Willow Avenue
Northbound
International Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
08:30 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
Total 0 1 0 1 0 0 0 0 0 3 0 3 0 0 0 0 4
Grand Total 0 2 0 2 0 0 0 0 0 5 0 5 0 0 0 0 7
Apprch % 0 100 0 0 0 0 0 100 0 0 0 0
Total % 0 28.6 0 28.6 0 0 0 0 0 71.4 0 71.4 0 0 0 0
Willow Avenue
Southbound
International Avenue
Westbound
Willow Avenue
Northbound
International Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
% App. Total 0 0 0 0 0 0 0 100 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .250 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1697
AGENDA ITEM NO. 13.
File Name : 01_CVS_Willow_Int AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: International Avenue
Weather: Clear
Willow Avenue
International Avenue
International Avenue
Willow Avenue
Right
0 Thru
0 Left
0 Out In Total
1 0 1
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
1 Right
0 Out In Total
0 1 1
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 07:15 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
% App. Total 0 0 0 0 0 0 0 100 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1698
AGENDA ITEM NO. 13.
File Name : 01_CVS_Willow_Int PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: International Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Willow Avenue
Southbound
International Avenue
Westbound
Willow Avenue
Northbound
International Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 2 72 7 81 0 8 2 10 22 81 1 104 4 12 24 40 235
04:15 PM 4 78 3 85 2 11 4 17 13 62 1 76 1 14 24 39 217
04:30 PM 5 51 5 61 0 18 8 26 33 90 4 127 1 8 12 21 235
04:45 PM 13 79 3 95 1 15 11 27 28 84 1 113 2 9 24 35 270 Total 24 280 18 322 3 52 25 80 96 317 7 420 8 43 84 135 957 05:00 PM 1 60 2 63 2 17 4 23 21 69 3 93 5 5 33 43 222
05:15 PM 0 62 1 63 2 12 6 20 29 123 4 156 1 15 24 40 279 05:30 PM 3 55 1 59 5 6 10 21 17 84 5 106 1 4 14 19 205
05:45 PM 7 68 1 76 0 10 4 14 14 89 2 105 0 6 17 23 218
Total 11 245 5 261 9 45 24 78 81 365 14 460 7 30 88 125 924 Grand Total 35 525 23 583 12 97 49 158 177 682 21 880 15 73 172 260 1881 Apprch % 6 90.1 3.9 7.6 61.4 31 20.1 77.5 2.4 5.8 28.1 66.2 Total % 1.9 27.9 1.2 31 0.6 5.2 2.6 8.4 9.4 36.3 1.1 46.8 0.8 3.9 9.1 13.8 Passenger Vehicles 34 521 22 577 12 94 49 155 177 682 21 880 15 72 167 254 1866 % Passenger Vehicles 97.1 99.2 95.7 99 100 96.9 100 98.1 100 100 100 100 100 98.6 97.1 97.7 99.2 Large 2 Axle Vehicles 0 3 1 4 0 3 0 3 0 0 0 0 0 1 5 6 13 % Large 2 Axle Vehicles 0 0.6 4.3 0.7 0 3.1 0 1.9 0 0 0 0 0 1.4 2.9 2.3 0.7 3 Axle Vehicles 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
% 3 Axle Vehicles 2.9 0 0 0.2 0 0 0 0 0 0 0 0 0 0 0 0 0.1 4+ Axle Trucks 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
% 4+ Axle Trucks 0 0.2 0 0.2 0 0 0 0 0 0 0 0 0 0 0 0 0.1 Willow Avenue
Southbound
International Avenue
Westbound
Willow Avenue
Northbound
International Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 5 51 5 61 0 18 8 26 33 90 4 127 1 8 12 21 235
04:45 PM 13 79 3 95 1 15 11 27 28 84 1 113 2 9 24 35 270 05:00 PM 1 60 2 63 2 17 4 23 21 69 3 93 5 5 33 43 222
05:15 PM 0 62 1 63 2 12 6 20 29 123 4 156 1 15 24 40 279 Total Volume 19 252 11 282 5 62 29 96 111 366 12 489 9 37 93 139 1006 % App. Total 6.7 89.4 3.9 5.2 64.6 30.2 22.7 74.8 2.5 6.5 26.6 66.9 PHF .365 .797 .550 .742 .625 .861 .659 .889 .841 .744 .750 .784 .450 .617 .705 .808 .901 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1699
AGENDA ITEM NO. 13.
File Name : 01_CVS_Willow_Int PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: International Avenue
Weather: Clear
Willow Avenue
International Avenue
International Avenue
Willow Avenue
Right
11 Thru
252
Left
19 Out In Total
404 282 686
Right
29 Thru
62 Left
5 Out Total In
68 96 164
Left
111
Thru
366
Right
12 Out In Total
350 489 839
Left
9 Thru
37 Right
93 Total Out In
184 139 323
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 2 72 7 81 0 18 8 26 33 90 4 127 1 8 12 21
+15 mins. 4 78 3 85 1 15 11 27 28 84 1 113 2 9 24 35
+30 mins. 5 51 5 61 2 17 4 23 21 69 3 93 5 5 33 43
+45 mins. 13 79 3 95 2 12 6 20 29 123 4 156 1 15 24 40
Total Volume 24 280 18 322 5 62 29 96 111 366 12 489 9 37 93 139 % App. Total 7.5 87 5.6 5.2 64.6 30.2 22.7 74.8 2.5 6.5 26.6 66.9 PHF .462 .886 .643 .847 .625 .861 .659 .889 .841 .744 .750 .784 .450 .617 .705 .808 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1700
AGENDA ITEM NO. 13.
File Name : 01_CVS_Willow_Int PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: International Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Willow Avenue
Southbound
International Avenue
Westbound
Willow Avenue
Northbound
International Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 2 70 7 79 0 8 2 10 22 81 1 104 4 11 24 39 232
04:15 PM 3 77 3 83 2 11 4 17 13 62 1 76 1 14 23 38 214
04:30 PM 5 50 4 59 0 18 8 26 33 90 4 127 1 8 12 21 233
04:45 PM 13 79 3 95 1 15 11 27 28 84 1 113 2 9 24 35 270 Total 23 276 17 316 3 52 25 80 96 317 7 420 8 42 83 133 949 05:00 PM 1 60 2 63 2 16 4 22 21 69 3 93 5 5 32 42 220
05:15 PM 0 62 1 63 2 11 6 19 29 123 4 156 1 15 22 38 276 05:30 PM 3 55 1 59 5 6 10 21 17 84 5 106 1 4 14 19 205
05:45 PM 7 68 1 76 0 9 4 13 14 89 2 105 0 6 16 22 216
Total 11 245 5 261 9 42 24 75 81 365 14 460 7 30 84 121 917 Grand Total 34 521 22 577 12 94 49 155 177 682 21 880 15 72 167 254 1866 Apprch % 5.9 90.3 3.8 7.7 60.6 31.6 20.1 77.5 2.4 5.9 28.3 65.7 Total % 1.8 27.9 1.2 30.9 0.6 5 2.6 8.3 9.5 36.5 1.1 47.2 0.8 3.9 8.9 13.6 Willow Avenue
Southbound
International Avenue
Westbound
Willow Avenue
Northbound
International Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 5 50 4 59 0 18 8 26 33 90 4 127 1 8 12 21 233
04:45 PM 13 79 3 95 1 15 11 27 28 84 1 113 2 9 24 35 270 05:00 PM 1 60 2 63 2 16 4 22 21 69 3 93 5 5 32 42 220
05:15 PM 0 62 1 63 2 11 6 19 29 123 4 156 1 15 22 38 276 Total Volume 19 251 10 280 5 60 29 94 111 366 12 489 9 37 90 136 999 % App. Total 6.8 89.6 3.6 5.3 63.8 30.9 22.7 74.8 2.5 6.6 27.2 66.2 PHF .365 .794 .625 .737 .625 .833 .659 .870 .841 .744 .750 .784 .450 .617 .703 .810 .905 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1701
AGENDA ITEM NO. 13.
File Name : 01_CVS_Willow_Int PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: International Avenue
Weather: Clear
Willow Avenue
International Avenue
International Avenue
Willow Avenue
Right
10 Thru
251
Left
19 Out In Total
404 280 684
Right
29 Thru
60 Left
5 Out Total In
68 94 162
Left
111
Thru
366
Right
12 Out In Total
346 489 835
Left
9 Thru
37 Right
90 Total Out In
181 136 317
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 5 50 4 59 0 18 8 26 33 90 4 127 1 8 12 21
+15 mins. 13 79 3 95 1 15 11 27 28 84 1 113 2 9 24 35
+30 mins. 1 60 2 63 2 16 4 22 21 69 3 93 5 5 32 42
+45 mins. 0 62 1 63 2 11 6 19 29 123 4 156 1 15 22 38
Total Volume 19 251 10 280 5 60 29 94 111 366 12 489 9 37 90 136 % App. Total 6.8 89.6 3.6 5.3 63.8 30.9 22.7 74.8 2.5 6.6 27.2 66.2 PHF .365 .794 .625 .737 .625 .833 .659 .870 .841 .744 .750 .784 .450 .617 .703 .810 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1702
AGENDA ITEM NO. 13.
File Name : 01_CVS_Willow_Int PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: International Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Willow Avenue
Southbound
International Avenue
Westbound
Willow Avenue
Northbound
International Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 1 0 1 2
04:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 1 2
04:30 PM 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 2
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 3 1 4 0 0 0 0 0 0 0 0 0 1 1 2 6
05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 2
05:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 2 2 3
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 2
Total 0 0 0 0 0 3 0 3 0 0 0 0 0 0 4 4 7
Grand Total 0 3 1 4 0 3 0 3 0 0 0 0 0 1 5 6 13
Apprch % 0 75 25 0 100 0 0 0 0 0 16.7 83.3
Total % 0 23.1 7.7 30.8 0 23.1 0 23.1 0 0 0 0 0 7.7 38.5 46.2 Willow Avenue
Southbound
International Avenue
Westbound
Willow Avenue
Northbound
International Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 2
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 2
05:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 2 2 3
Total Volume 0 1 1 2 0 2 0 2 0 0 0 0 0 0 3 3 7
% App. Total 0 50 50 0 100 0 0 0 0 0 0 100
PHF .000 .250 .250 .250 .000 .500 .000 .500 .000 .000 .000 .000 .000 .000 .375 .375 .583 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1703
AGENDA ITEM NO. 13.
File Name : 01_CVS_Willow_Int PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: International Avenue
Weather: Clear
Willow Avenue
International Avenue
International Avenue
Willow Avenue
Right
1 Thru
1 Left
0 Out In Total
0 2 2
Right
0 Thru
2 Left
0 Out Total In
0 2 2
Left
0 Thru
0 Right
0 Out In Total
4 0 4
Left
0 Thru
0 Right
3 Total Out In
3 3 6
Peak Hour Begins at 04:30 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1
+45 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 0 2 2
Total Volume 0 1 1 2 0 2 0 2 0 0 0 0 0 0 3 3
% App. Total 0 50 50 0 100 0 0 0 0 0 0 100
PHF .000 .250 .250 .250 .000 .500 .000 .500 .000 .000 .000 .000 .000 .000 .375 .375 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1704
AGENDA ITEM NO. 13.
File Name : 01_CVS_Willow_Int PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: International Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Willow Avenue
Southbound
International Avenue
Westbound
Willow Avenue
Northbound
International Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 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 0 0 0 0 0
Grand Total 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Apprch % 100 0 0 0 0 0 0 0 0 0 0 0
Total % 100 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0
Willow Avenue
Southbound
International Avenue
Westbound
Willow Avenue
Northbound
International Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1705
AGENDA ITEM NO. 13.
File Name : 01_CVS_Willow_Int PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: International Avenue
Weather: Clear
Willow Avenue
International Avenue
International Avenue
Willow Avenue
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:30 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1706
AGENDA ITEM NO. 13.
File Name : 01_CVS_Willow_Int PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: International Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Willow Avenue
Southbound
International Avenue
Westbound
Willow Avenue
Northbound
International Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 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 0 0 0 0 0
Grand Total 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Apprch % 0 100 0 0 0 0 0 0 0 0 0 0
Total % 0 100 0 100 0 0 0 0 0 0 0 0 0 0 0 0
Willow Avenue
Southbound
International Avenue
Westbound
Willow Avenue
Northbound
International Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1707
AGENDA ITEM NO. 13.
File Name : 01_CVS_Willow_Int PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: International Avenue
Weather: Clear
Willow Avenue
International Avenue
International Avenue
Willow Avenue
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:30 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1708
AGENDA ITEM NO. 13.
Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:
North Leg East Leg South Leg West Leg
Willow Avenue International Avenue Willow Avenue International Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0001 1
0000 0
0002 2
0000 0
0001 1
0000 0
0000 0
0000 0
0 0 0 44
North Leg East Leg South Leg West Leg
Willow Avenue International Avenue Willow Avenue International Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0001 1
0000 0
0000 0
0 0 0 11
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Clovis
Willow Avenue
International Avenue
PEDESTRIANS
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268
1709
AGENDA ITEM NO. 13.
Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 010000000000 1
010100001001 4
210000220000 7
020000000000 2
020000000200 4
010000010000 2
011000100100 4
000000030000 3
2 9 1 1 0 0 3 6 1 3 0 1 27
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 020000000001 3
030000020000 5
000000000000 0
000000000000 0
000100000000 1
000000000000 0
000000010000 1
030000000000 3
0 8 0 1 0 0 0 3 0 0 0 1 13
International Avenue
TOTAL VOLUMES:
Willow Avenue International Avenue Willow Avenue International Avenue Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
Willow Avenue International Avenue Willow Avenue
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
International Avenue
Willow Avenue
Clovis
BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268
1710
AGENDA ITEM NO. 13.
File Name : 02_CVS_Willow_Beh AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 3 64 3 70 3 10 9 22 13 61 3 77 3 18 18 39 208
07:15 AM 7 67 7 81 2 16 18 36 17 88 3 108 11 16 26 53 278 07:30 AM 13 138 7 158 4 26 17 47 14 137 3 154 12 26 46 84 443 07:45 AM 13 160 22 195 3 28 13 44 27 225 6 258 32 31 50 113 610 Total 36 429 39 504 12 80 57 149 71 511 15 597 58 91 140 289 1539 08:00 AM 15 192 36 243 6 52 8 66 21 114 3 138 16 27 65 108 555 08:15 AM 3 86 9 98 3 22 5 30 22 76 4 102 7 41 42 90 320 08:30 AM 3 57 1 61 4 15 6 25 13 71 7 91 4 15 30 49 226
08:45 AM 3 71 1 75 1 18 9 28 16 72 6 94 3 14 18 35 232
Total 24 406 47 477 14 107 28 149 72 333 20 425 30 97 155 282 1333 Grand Total 60 835 86 981 26 187 85 298 143 844 35 1022 88 188 295 571 2872 Apprch % 6.1 85.1 8.8 8.7 62.8 28.5 14 82.6 3.4 15.4 32.9 51.7 Total % 2.1 29.1 3 34.2 0.9 6.5 3 10.4 5 29.4 1.2 35.6 3.1 6.5 10.3 19.9 Passenger Vehicles 58 815 84 957 26 180 80 286 139 821 34 994 87 180 292 559 2796 % Passenger Vehicles 96.7 97.6 97.7 97.6 100 96.3 94.1 96 97.2 97.3 97.1 97.3 98.9 95.7 99 97.9 97.4 Large 2 Axle Vehicles 2 12 2 16 0 7 4 11 4 13 1 18 1 6 3 10 55 % Large 2 Axle Vehicles 3.3 1.4 2.3 1.6 0 3.7 4.7 3.7 2.8 1.5 2.9 1.8 1.1 3.2 1 1.8 1.9 3 Axle Vehicles 0 5 0 5 0 0 1 1 0 7 0 7 0 2 0 2 15
% 3 Axle Vehicles 0 0.6 0 0.5 0 0 1.2 0.3 0 0.8 0 0.7 0 1.1 0 0.4 0.5 4+ Axle Trucks 0 3 0 3 0 0 0 0 0 3 0 3 0 0 0 0 6
% 4+ Axle Trucks 0 0.4 0 0.3 0 0 0 0 0 0.4 0 0.3 0 0 0 0 0.2 Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 13 138 7 158 4 26 17 47 14 137 3 154 12 26 46 84 443 07:45 AM 13 160 22 195 3 28 13 44 27 225 6 258 32 31 50 113 610 08:00 AM 15 192 36 243 6 52 8 66 21 114 3 138 16 27 65 108 555 08:15 AM 3 86 9 98 3 22 5 30 22 76 4 102 7 41 42 90 320 Total Volume 44 576 74 694 16 128 43 187 84 552 16 652 67 125 203 395 1928 % App. Total 6.3 83 10.7 8.6 68.4 23 12.9 84.7 2.5 17 31.6 51.4 PHF .733 .750 .514 .714 .667 .615 .632 .708 .778 .613 .667 .632 .523 .762 .781 .874 .790 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1711
AGENDA ITEM NO. 13.
File Name : 02_CVS_Willow_Beh AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Willow Avenue
Behymer Avenue
Behymer Avenue
Willow Avenue
Right
74 Thru
576
Left
44 Out In Total
662 694 1356
Right
43 Thru
128
Left
16 Out Total In
185 187 372
Left
84 Thru
552
Right
16 Out In Total
795 652 1447
Left
67 Thru
125
Right
203
Total Out In
286 395 681
Peak Hour Begins at 07:30 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:15 AM 07:15 AM 07:30 AM
+0 mins. 13 138 7 158 2 16 18 36 17 88 3 108 12 26 46 84 +15 mins. 13 160 22 195 4 26 17 47 14 137 3 154 32 31 50 113 +30 mins. 15 192 36 243 3 28 13 44 27 225 6 258 16 27 65 108 +45 mins. 3 86 9 98 6 52 8 66 21 114 3 138 7 41 42 90
Total Volume 44 576 74 694 15 122 56 193 79 564 15 658 67 125 203 395 % App. Total 6.3 83 10.7 7.8 63.2 29 12 85.7 2.3 17 31.6 51.4 PHF .733 .750 .514 .714 .625 .587 .778 .731 .731 .627 .625 .638 .523 .762 .781 .874 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1712
AGENDA ITEM NO. 13.
File Name : 02_CVS_Willow_Beh AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 2 62 3 67 3 7 8 18 12 57 3 72 3 18 18 39 196
07:15 AM 6 62 6 74 2 16 17 35 16 86 3 105 11 16 25 52 266 07:30 AM 13 138 7 158 4 25 16 45 14 134 3 151 12 26 46 84 438 07:45 AM 13 158 22 193 3 28 13 44 27 224 6 257 32 28 50 110 604 Total 34 420 38 492 12 76 54 142 69 501 15 585 58 88 139 285 1504 08:00 AM 15 188 35 238 6 51 8 65 20 113 3 136 16 27 64 107 546 08:15 AM 3 85 9 97 3 22 3 28 22 69 4 95 6 39 42 87 307
08:30 AM 3 55 1 59 4 14 6 24 12 67 7 86 4 12 29 45 214
08:45 AM 3 67 1 71 1 17 9 27 16 71 5 92 3 14 18 35 225
Total 24 395 46 465 14 104 26 144 70 320 19 409 29 92 153 274 1292 Grand Total 58 815 84 957 26 180 80 286 139 821 34 994 87 180 292 559 2796 Apprch % 6.1 85.2 8.8 9.1 62.9 28 14 82.6 3.4 15.6 32.2 52.2 Total % 2.1 29.1 3 34.2 0.9 6.4 2.9 10.2 5 29.4 1.2 35.6 3.1 6.4 10.4 20 Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 13 138 7 158 4 25 16 45 14 134 3 151 12 26 46 84 438 07:45 AM 13 158 22 193 3 28 13 44 27 224 6 257 32 28 50 110 604 08:00 AM 15 188 35 238 6 51 8 65 20 113 3 136 16 27 64 107 546 08:15 AM 3 85 9 97 3 22 3 28 22 69 4 95 6 39 42 87 307
Total Volume 44 569 73 686 16 126 40 182 83 540 16 639 66 120 202 388 1895 % App. Total 6.4 82.9 10.6 8.8 69.2 22 13 84.5 2.5 17 30.9 52.1 PHF .733 .757 .521 .721 .667 .618 .625 .700 .769 .603 .667 .622 .516 .769 .789 .882 .784 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1713
AGENDA ITEM NO. 13.
File Name : 02_CVS_Willow_Beh AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Willow Avenue
Behymer Avenue
Behymer Avenue
Willow Avenue
Right
73 Thru
569
Left
44 Out In Total
646 686 1332
Right
40 Thru
126
Left
16 Out Total In
180 182 362
Left
83 Thru
540
Right
16 Out In Total
787 639 1426
Left
66 Thru
120
Right
202
Total Out In
282 388 670
Peak Hour Begins at 07:30 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 13 138 7 158 4 25 16 45 14 134 3 151 12 26 46 84 +15 mins. 13 158 22 193 3 28 13 44 27 224 6 257 32 28 50 110 +30 mins. 15 188 35 238 6 51 8 65 20 113 3 136 16 27 64 107 +45 mins. 3 85 9 97 3 22 3 28 22 69 4 95 6 39 42 87
Total Volume 44 569 73 686 16 126 40 182 83 540 16 639 66 120 202 388 % App. Total 6.4 82.9 10.6 8.8 69.2 22 13 84.5 2.5 17 30.9 52.1 PHF .733 .757 .521 .721 .667 .618 .625 .700 .769 .603 .667 .622 .516 .769 .789 .882 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1714
AGENDA ITEM NO. 13.
File Name : 02_CVS_Willow_Beh AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 1 0 2 0 3 1 4 1 4 0 5 0 0 0 0 11
07:15 AM 1 4 1 6 0 0 1 1 1 2 0 3 0 0 1 1 11
07:30 AM 0 0 0 0 0 1 0 1 0 2 0 2 0 0 0 0 3
07:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 3 0 3 4
Total 2 5 1 8 0 4 2 6 2 9 0 11 0 3 1 4 29
08:00 AM 0 4 1 5 0 1 0 1 1 0 0 1 0 0 1 1 8
08:15 AM 0 1 0 1 0 0 2 2 0 3 0 3 1 2 0 3 9
08:30 AM 0 0 0 0 0 1 0 1 1 1 0 2 0 1 1 2 5
08:45 AM 0 2 0 2 0 1 0 1 0 0 1 1 0 0 0 0 4
Total 0 7 1 8 0 3 2 5 2 4 1 7 1 3 2 6 26
Grand Total 2 12 2 16 0 7 4 11 4 13 1 18 1 6 3 10 55
Apprch % 12.5 75 12.5 0 63.6 36.4 22.2 72.2 5.6 10 60 30 Total % 3.6 21.8 3.6 29.1 0 12.7 7.3 20 7.3 23.6 1.8 32.7 1.8 10.9 5.5 18.2 Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 1 0 1 0 2 0 2 0 0 0 0 3
07:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 3 0 3 4
08:00 AM 0 4 1 5 0 1 0 1 1 0 0 1 0 0 1 1 8
08:15 AM 0 1 0 1 0 0 2 2 0 3 0 3 1 2 0 3 9
Total Volume 0 5 1 6 0 2 2 4 1 6 0 7 1 5 1 7 24
% App. Total 0 83.3 16.7 0 50 50 14.3 85.7 0 14.3 71.4 14.3 PHF .000 .313 .250 .300 .000 .500 .250 .500 .250 .500 .000 .583 .250 .417 .250 .583 .667 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1715
AGENDA ITEM NO. 13.
File Name : 02_CVS_Willow_Beh AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Willow Avenue
Behymer Avenue
Behymer Avenue
Willow Avenue
Right
1 Thru
5 Left
0 Out In Total
9 6 15
Right
2 Thru
2 Left
0 Out Total In
5 4 9
Left
1 Thru
6 Right
0 Out In Total
6 7 13
Left
1 Thru
5 Right
1 Total Out In
4 7 11
Peak Hour Begins at 07:30 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 0 0 0 1 0 1 0 2 0 2 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 3 0 3
+30 mins. 0 4 1 5 0 1 0 1 1 0 0 1 0 0 1 1
+45 mins. 0 1 0 1 0 0 2 2 0 3 0 3 1 2 0 3
Total Volume 0 5 1 6 0 2 2 4 1 6 0 7 1 5 1 7
% App. Total 0 83.3 16.7 0 50 50 14.3 85.7 0 14.3 71.4 14.3 PHF .000 .313 .250 .300 .000 .500 .250 .500 .250 .500 .000 .583 .250 .417 .250 .583 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1716
AGENDA ITEM NO. 13.
File Name : 02_CVS_Willow_Beh AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1
07:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 2 0 2 0 0 1 1 0 0 0 0 0 0 0 0 3
08:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
08:15 AM 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 3
08:30 AM 0 1 0 1 0 0 0 0 0 3 0 3 0 2 0 2 6
08:45 AM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
Total 0 3 0 3 0 0 0 0 0 7 0 7 0 2 0 2 12
Grand Total 0 5 0 5 0 0 1 1 0 7 0 7 0 2 0 2 15
Apprch % 0 100 0 0 0 100 0 100 0 0 100 0
Total % 0 33.3 0 33.3 0 0 6.7 6.7 0 46.7 0 46.7 0 13.3 0 13.3 Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1
07:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
08:15 AM 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 3
Total Volume 0 1 0 1 0 0 1 1 0 4 0 4 0 0 0 0 6
% App. Total 0 100 0 0 0 100 0 100 0 0 0 0
PHF .000 .250 .000 .250 .000 .000 .250 .250 .000 .333 .000 .333 .000 .000 .000 .000 .500 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1717
AGENDA ITEM NO. 13.
File Name : 02_CVS_Willow_Beh AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Willow Avenue
Behymer Avenue
Behymer Avenue
Willow Avenue
Right
0 Thru
1 Left
0 Out In Total
5 1 6
Right
1 Thru
0 Left
0 Out Total In
0 1 1
Left
0 Thru
4 Right
0 Out In Total
1 4 5
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 07:30 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0
+15 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0
Total Volume 0 1 0 1 0 0 1 1 0 4 0 4 0 0 0 0
% App. Total 0 100 0 0 0 100 0 100 0 0 0 0
PHF .000 .250 .000 .250 .000 .000 .250 .250 .000 .333 .000 .333 .000 .000 .000 .000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1718
AGENDA ITEM NO. 13.
File Name : 02_CVS_Willow_Beh AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
07:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
08:30 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
Total 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3
Grand Total 0 3 0 3 0 0 0 0 0 3 0 3 0 0 0 0 6
Apprch % 0 100 0 0 0 0 0 100 0 0 0 0
Total % 0 50 0 50 0 0 0 0 0 50 0 50 0 0 0 0
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
Total Volume 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 .750 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1719
AGENDA ITEM NO. 13.
File Name : 02_CVS_Willow_Beh AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Willow Avenue
Behymer Avenue
Behymer Avenue
Willow Avenue
Right
0 Thru
1 Left
0 Out In Total
2 1 3
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
2 Right
0 Out In Total
1 2 3
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 07:30 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
+15 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
Total Volume 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1720
AGENDA ITEM NO. 13.
File Name : 02_CVS_Willow_Beh PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 9 93 4 106 6 20 5 31 29 95 13 137 4 18 25 47 321 04:15 PM 6 102 4 112 9 12 6 27 28 82 5 115 2 9 18 29 283 04:30 PM 4 62 2 68 4 21 6 31 28 112 4 144 1 12 19 32 275 04:45 PM 15 101 3 119 5 24 7 36 35 108 11 154 5 12 22 39 348 Total 34 358 13 405 24 77 24 125 120 397 33 550 12 51 84 147 1227 05:00 PM 8 99 2 109 2 20 9 31 30 88 4 122 2 5 19 26 288 05:15 PM 10 92 3 105 7 24 9 40 27 143 5 175 3 16 21 40 360 05:30 PM 4 64 0 68 5 20 6 31 25 98 6 129 2 11 29 42 270 05:45 PM 6 80 6 92 1 22 8 31 21 110 3 134 2 16 34 52 309 Total 28 335 11 374 15 86 32 133 103 439 18 560 9 48 103 160 1227 Grand Total 62 693 24 779 39 163 56 258 223 836 51 1110 21 99 187 307 2454 Apprch % 8 89 3.1 15.1 63.2 21.7 20.1 75.3 4.6 6.8 32.2 60.9 Total % 2.5 28.2 1 31.7 1.6 6.6 2.3 10.5 9.1 34.1 2.1 45.2 0.9 4 7.6 12.5 Passenger Vehicles 61 684 24 769 39 162 56 257 220 836 50 1106 21 99 185 305 2437 % Passenger Vehicles 98.4 98.7 100 98.7 100 99.4 100 99.6 98.7 100 98 99.6 100 100 98.9 99.3 99.3 Large 2 Axle Vehicles 1 8 0 9 0 0 0 0 3 0 1 4 0 0 2 2 15 % Large 2 Axle Vehicles 1.6 1.2 0 1.2 0 0 0 0 1.3 0 2 0.4 0 0 1.1 0.7 0.6 3 Axle Vehicles 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
% 3 Axle Vehicles 0 0 0 0 0 0.6 0 0.4 0 0 0 0 0 0 0 0 0 4+ Axle Trucks 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
% 4+ Axle Trucks 0 0.1 0 0.1 0 0 0 0 0 0 0 0 0 0 0 0 0
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 4 62 2 68 4 21 6 31 28 112 4 144 1 12 19 32 275 04:45 PM 15 101 3 119 5 24 7 36 35 108 11 154 5 12 22 39 348 05:00 PM 8 99 2 109 2 20 9 31 30 88 4 122 2 5 19 26 288 05:15 PM 10 92 3 105 7 24 9 40 27 143 5 175 3 16 21 40 360 Total Volume 37 354 10 401 18 89 31 138 120 451 24 595 11 45 81 137 1271 % App. Total 9.2 88.3 2.5 13 64.5 22.5 20.2 75.8 4 8 32.8 59.1 PHF .617 .876 .833 .842 .643 .927 .861 .863 .857 .788 .545 .850 .550 .703 .920 .856 .883 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1721
AGENDA ITEM NO. 13.
File Name : 02_CVS_Willow_Beh PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Willow Avenue
Behymer Avenue
Behymer Avenue
Willow Avenue
Right
10 Thru
354
Left
37 Out In Total
493 401 894
Right
31 Thru
89 Left
18 Out Total In
106 138 244
Left
120
Thru
451
Right
24 Out In Total
453 595 1048
Left
11 Thru
45 Right
81 Total Out In
219 137 356
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:30 PM 04:30 PM 05:00 PM
+0 mins. 6 102 4 112 4 21 6 31 28 112 4 144 2 5 19 26
+15 mins. 4 62 2 68 5 24 7 36 35 108 11 154 3 16 21 40
+30 mins. 15 101 3 119 2 20 9 31 30 88 4 122 2 11 29 42 +45 mins. 8 99 2 109 7 24 9 40 27 143 5 175 2 16 34 52
Total Volume 33 364 11 408 18 89 31 138 120 451 24 595 9 48 103 160 % App. Total 8.1 89.2 2.7 13 64.5 22.5 20.2 75.8 4 5.6 30 64.4 PHF .550 .892 .688 .857 .643 .927 .861 .863 .857 .788 .545 .850 .750 .750 .757 .769 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1722
AGENDA ITEM NO. 13.
File Name : 02_CVS_Willow_Beh PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 9 91 4 104 6 20 5 31 29 95 13 137 4 18 23 45 317 04:15 PM 6 100 4 110 9 12 6 27 27 82 4 113 2 9 18 29 279 04:30 PM 4 61 2 67 4 21 6 31 27 112 4 143 1 12 19 32 273 04:45 PM 15 101 3 119 5 24 7 36 35 108 11 154 5 12 22 39 348 Total 34 353 13 400 24 77 24 125 118 397 32 547 12 51 82 145 1217 05:00 PM 8 97 2 107 2 19 9 30 30 88 4 122 2 5 19 26 285 05:15 PM 9 91 3 103 7 24 9 40 26 143 5 174 3 16 21 40 357 05:30 PM 4 64 0 68 5 20 6 31 25 98 6 129 2 11 29 42 270 05:45 PM 6 79 6 91 1 22 8 31 21 110 3 134 2 16 34 52 308 Total 27 331 11 369 15 85 32 132 102 439 18 559 9 48 103 160 1220 Grand Total 61 684 24 769 39 162 56 257 220 836 50 1106 21 99 185 305 2437 Apprch % 7.9 88.9 3.1 15.2 63 21.8 19.9 75.6 4.5 6.9 32.5 60.7 Total % 2.5 28.1 1 31.6 1.6 6.6 2.3 10.5 9 34.3 2.1 45.4 0.9 4.1 7.6 12.5 Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 4 61 2 67 4 21 6 31 27 112 4 143 1 12 19 32 273 04:45 PM 15 101 3 119 5 24 7 36 35 108 11 154 5 12 22 39 348 05:00 PM 8 97 2 107 2 19 9 30 30 88 4 122 2 5 19 26 285 05:15 PM 9 91 3 103 7 24 9 40 26 143 5 174 3 16 21 40 357 Total Volume 36 350 10 396 18 88 31 137 118 451 24 593 11 45 81 137 1263 % App. Total 9.1 88.4 2.5 13.1 64.2 22.6 19.9 76.1 4 8 32.8 59.1 PHF .600 .866 .833 .832 .643 .917 .861 .856 .843 .788 .545 .852 .550 .703 .920 .856 .884 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1723
AGENDA ITEM NO. 13.
File Name : 02_CVS_Willow_Beh PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Willow Avenue
Behymer Avenue
Behymer Avenue
Willow Avenue
Right
10 Thru
350
Left
36 Out In Total
493 396 889
Right
31 Thru
88 Left
18 Out Total In
105 137 242
Left
118
Thru
451
Right
24 Out In Total
449 593 1042
Left
11 Thru
45 Right
81 Total Out In
216 137 353
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 4 61 2 67 4 21 6 31 27 112 4 143 1 12 19 32
+15 mins. 15 101 3 119 5 24 7 36 35 108 11 154 5 12 22 39 +30 mins. 8 97 2 107 2 19 9 30 30 88 4 122 2 5 19 26
+45 mins. 9 91 3 103 7 24 9 40 26 143 5 174 3 16 21 40
Total Volume 36 350 10 396 18 88 31 137 118 451 24 593 11 45 81 137 % App. Total 9.1 88.4 2.5 13.1 64.2 22.6 19.9 76.1 4 8 32.8 59.1 PHF .600 .866 .833 .832 .643 .917 .861 .856 .843 .788 .545 .852 .550 .703 .920 .856 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1724
AGENDA ITEM NO. 13.
File Name : 02_CVS_Willow_Beh PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 2 3
04:15 PM 0 2 0 2 0 0 0 0 1 0 1 2 0 0 0 0 4
04:30 PM 0 1 0 1 0 0 0 0 1 0 0 1 0 0 0 0 2
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 4 0 4 0 0 0 0 2 0 1 3 0 0 2 2 9
05:00 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
05:15 PM 1 1 0 2 0 0 0 0 1 0 0 1 0 0 0 0 3
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 1 4 0 5 0 0 0 0 1 0 0 1 0 0 0 0 6
Grand Total 1 8 0 9 0 0 0 0 3 0 1 4 0 0 2 2 15
Apprch % 11.1 88.9 0 0 0 0 75 0 25 0 0 100
Total % 6.7 53.3 0 60 0 0 0 0 20 0 6.7 26.7 0 0 13.3 13.3 Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 1 0 1 0 0 0 0 1 0 0 1 0 0 0 0 2
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
05:15 PM 1 1 0 2 0 0 0 0 1 0 0 1 0 0 0 0 3
Total Volume 1 4 0 5 0 0 0 0 2 0 0 2 0 0 0 0 7
% App. Total 20 80 0 0 0 0 100 0 0 0 0 0
PHF .250 .500 .000 .625 .000 .000 .000 .000 .500 .000 .000 .500 .000 .000 .000 .000 .583 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1725
AGENDA ITEM NO. 13.
File Name : 02_CVS_Willow_Beh PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Willow Avenue
Behymer Avenue
Behymer Avenue
Willow Avenue
Right
0 Thru
4 Left
1 Out In Total
0 5 5
Right
0 Thru
0 Left
0 Out Total In
1 0 1
Left
2 Thru
0 Right
0 Out In Total
4 2 6
Left
0 Thru
0 Right
0 Total Out In
2 0 2
Peak Hour Begins at 04:30 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 1 0 1 0 0 0 0 1 0 0 1 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 1 1 0 2 0 0 0 0 1 0 0 1 0 0 0 0
Total Volume 1 4 0 5 0 0 0 0 2 0 0 2 0 0 0 0
% App. Total 20 80 0 0 0 0 100 0 0 0 0 0
PHF .250 .500 .000 .625 .000 .000 .000 .000 .500 .000 .000 .500 .000 .000 .000 .000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1726
AGENDA ITEM NO. 13.
File Name : 02_CVS_Willow_Beh PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 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 0 0 0 0 0
05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
Grand Total 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
Apprch % 0 0 0 0 100 0 0 0 0 0 0 0
Total % 0 0 0 0 0 100 0 100 0 0 0 0 0 0 0 0
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
% App. Total 0 0 0 0 100 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .250 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1727
AGENDA ITEM NO. 13.
File Name : 02_CVS_Willow_Beh PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Willow Avenue
Behymer Avenue
Behymer Avenue
Willow Avenue
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
1 Left
0 Out Total In
0 1 1
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
0 Right
0 Total Out In
1 0 1
Peak Hour Begins at 04:30 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 100 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1728
AGENDA ITEM NO. 13.
File Name : 02_CVS_Willow_Beh PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 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 0 0 0 0 0
Grand Total 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Apprch % 0 100 0 0 0 0 0 0 0 0 0 0
Total % 0 100 0 100 0 0 0 0 0 0 0 0 0 0 0 0
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1729
AGENDA ITEM NO. 13.
File Name : 02_CVS_Willow_Beh PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Willow Avenue
Behymer Avenue
Behymer Avenue
Willow Avenue
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:30 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1730
AGENDA ITEM NO. 13.
Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:
North Leg East Leg South Leg West Leg
Willow Avenue Behymer Avenue Willow Avenue Behymer Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0002 2
0001 1
0001 1
0000 0
0000 0
0000 0
0000 0
0000 0
0 0 0 44
North Leg East Leg South Leg West Leg
Willow Avenue Behymer Avenue Willow Avenue Behymer Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0001 1
0000 0
0000 0
0 0 0 11
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Clovis
Willow Avenue
Behymer Avenue
PEDESTRIANS
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268
1731
AGENDA ITEM NO. 13.
Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 020000000000 2
020000060100 9
001000060000 7
020000050000 7
040000040000 8
021001320000 9
040000010000 5
000000130001 5
0 16 2 0 0 1 4 27 0 1 0 1 52
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 010000000000 1
010000020000 3
020000000000 2
000000000000 0
021000000000 3
000000000000 0
000000020000 2
030000010000 4
0 9 1 0 0 0 0 5 0 0 0 0 15
Behymer Avenue
TOTAL VOLUMES:
Willow Avenue Behymer Avenue Willow Avenue Behymer Avenue Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
Willow Avenue Behymer Avenue Willow Avenue
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
Behymer Avenue
Willow Avenue
Clovis
BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268
1732
AGENDA ITEM NO. 13.
File Name : 03_CVS_Willow_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 22 103 6 131 8 70 15 93 21 69 9 99 2 39 20 61 384 07:15 AM 27 109 6 142 6 62 21 89 34 101 16 151 6 67 27 100 482 07:30 AM 42 207 10 259 10 70 22 102 31 175 16 222 1 70 38 109 692 07:45 AM 45 176 14 235 17 85 29 131 42 193 7 242 15 74 43 132 740 Total 136 595 36 767 41 287 87 415 128 538 48 714 24 250 128 402 2298 08:00 AM 43 196 14 253 8 70 24 102 50 113 18 181 7 50 24 81 617 08:15 AM 31 161 12 204 9 73 23 105 37 106 8 151 6 49 40 95 555 08:30 AM 23 95 9 127 12 56 19 87 30 91 8 129 2 54 20 76 419 08:45 AM 26 98 7 131 8 77 22 107 28 94 2 124 10 45 25 80 442 Total 123 550 42 715 37 276 88 401 145 404 36 585 25 198 109 332 2033 Grand Total 259 1145 78 1482 78 563 175 816 273 942 84 1299 49 448 237 734 4331 Apprch % 17.5 77.3 5.3 9.6 69 21.4 21 72.5 6.5 6.7 61 32.3 Total % 6 26.4 1.8 34.2 1.8 13 4 18.8 6.3 21.8 1.9 30 1.1 10.3 5.5 16.9 Passenger Vehicles 252 1127 75 1454 78 557 169 804 264 913 82 1259 47 439 232 718 4235 % Passenger Vehicles 97.3 98.4 96.2 98.1 100 98.9 96.6 98.5 96.7 96.9 97.6 96.9 95.9 98 97.9 97.8 97.8 Large 2 Axle Vehicles 5 13 1 19 0 4 6 10 9 17 2 28 2 8 4 14 71 % Large 2 Axle Vehicles 1.9 1.1 1.3 1.3 0 0.7 3.4 1.2 3.3 1.8 2.4 2.2 4.1 1.8 1.7 1.9 1.6 3 Axle Vehicles 2 1 1 4 0 1 0 1 0 6 0 6 0 1 0 1 12
% 3 Axle Vehicles 0.8 0.1 1.3 0.3 0 0.2 0 0.1 0 0.6 0 0.5 0 0.2 0 0.1 0.3 4+ Axle Trucks 0 4 1 5 0 1 0 1 0 6 0 6 0 0 1 1 13
% 4+ Axle Trucks 0 0.3 1.3 0.3 0 0.2 0 0.1 0 0.6 0 0.5 0 0 0.4 0.1 0.3 Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 42 207 10 259 10 70 22 102 31 175 16 222 1 70 38 109 692 07:45 AM 45 176 14 235 17 85 29 131 42 193 7 242 15 74 43 132 740 08:00 AM 43 196 14 253 8 70 24 102 50 113 18 181 7 50 24 81 617 08:15 AM 31 161 12 204 9 73 23 105 37 106 8 151 6 49 40 95 555 Total Volume 161 740 50 951 44 298 98 440 160 587 49 796 29 243 145 417 2604 % App. Total 16.9 77.8 5.3 10 67.7 22.3 20.1 73.7 6.2 7 58.3 34.8 PHF .894 .894 .893 .918 .647 .876 .845 .840 .800 .760 .681 .822 .483 .821 .843 .790 .880 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1733
AGENDA ITEM NO. 13.
File Name : 03_CVS_Willow_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Willow Avenue
Shepherd Avenue
Shepherd Avenue
Willow Avenue
Right
50 Thru
740
Left
161
Out In Total
714 951 1665
Right
98 Thru
298
Left
44 Out Total In
453 440 893
Left
160
Thru
587
Right
49 Out In Total
929 796 1725
Left
29 Thru
243
Right
145
Total Out In
508 417 925
Peak Hour Begins at 07:30 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:15 AM 07:15 AM
+0 mins. 42 207 10 259 10 70 22 102 34 101 16 151 6 67 27 100 +15 mins. 45 176 14 235 17 85 29 131 31 175 16 222 1 70 38 109 +30 mins. 43 196 14 253 8 70 24 102 42 193 7 242 15 74 43 132 +45 mins. 31 161 12 204 9 73 23 105 50 113 18 181 7 50 24 81 Total Volume 161 740 50 951 44 298 98 440 157 582 57 796 29 261 132 422 % App. Total 16.9 77.8 5.3 10 67.7 22.3 19.7 73.1 7.2 6.9 61.8 31.3 PHF .894 .894 .893 .918 .647 .876 .845 .840 .785 .754 .792 .822 .483 .882 .767 .799 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1734
AGENDA ITEM NO. 13.
File Name : 03_CVS_Willow_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 21 102 6 129 8 70 15 93 21 64 9 94 2 39 19 60 376 07:15 AM 27 104 6 137 6 61 21 88 32 98 16 146 6 66 26 98 469 07:30 AM 42 204 9 255 10 70 22 102 29 173 16 218 1 66 38 105 680 07:45 AM 44 175 14 233 17 84 29 130 42 191 5 238 15 74 42 131 732 Total 134 585 35 754 41 285 87 413 124 526 46 696 24 245 125 394 2257 08:00 AM 42 192 13 247 8 68 23 99 48 108 18 174 7 49 24 80 600 08:15 AM 30 161 12 203 9 71 18 98 35 102 8 145 5 48 39 92 538 08:30 AM 21 94 9 124 12 56 19 87 29 85 8 122 2 52 19 73 406 08:45 AM 25 95 6 126 8 77 22 107 28 92 2 122 9 45 25 79 434 Total 118 542 40 700 37 272 82 391 140 387 36 563 23 194 107 324 1978 Grand Total 252 1127 75 1454 78 557 169 804 264 913 82 1259 47 439 232 718 4235 Apprch % 17.3 77.5 5.2 9.7 69.3 21 21 72.5 6.5 6.5 61.1 32.3 Total % 6 26.6 1.8 34.3 1.8 13.2 4 19 6.2 21.6 1.9 29.7 1.1 10.4 5.5 17 Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 42 204 9 255 10 70 22 102 29 173 16 218 1 66 38 105 680 07:45 AM 44 175 14 233 17 84 29 130 42 191 5 238 15 74 42 131 732 08:00 AM 42 192 13 247 8 68 23 99 48 108 18 174 7 49 24 80 600 08:15 AM 30 161 12 203 9 71 18 98 35 102 8 145 5 48 39 92 538 Total Volume 158 732 48 938 44 293 92 429 154 574 47 775 28 237 143 408 2550 % App. Total 16.8 78 5.1 10.3 68.3 21.4 19.9 74.1 6.1 6.9 58.1 35 PHF .898 .897 .857 .920 .647 .872 .793 .825 .802 .751 .653 .814 .467 .801 .851 .779 .871 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1735
AGENDA ITEM NO. 13.
File Name : 03_CVS_Willow_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Willow Avenue
Shepherd Avenue
Shepherd Avenue
Willow Avenue
Right
48 Thru
732
Left
158
Out In Total
694 938 1632
Right
92 Thru
293
Left
44 Out Total In
442 429 871
Left
154
Thru
574
Right
47 Out In Total
919 775 1694
Left
28 Thru
237
Right
143
Total Out In
495 408 903
Peak Hour Begins at 07:30 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 42 204 9 255 10 70 22 102 29 173 16 218 1 66 38 105 +15 mins. 44 175 14 233 17 84 29 130 42 191 5 238 15 74 42 131 +30 mins. 42 192 13 247 8 68 23 99 48 108 18 174 7 49 24 80 +45 mins. 30 161 12 203 9 71 18 98 35 102 8 145 5 48 39 92 Total Volume 158 732 48 938 44 293 92 429 154 574 47 775 28 237 143 408 % App. Total 16.8 78 5.1 10.3 68.3 21.4 19.9 74.1 6.1 6.9 58.1 35 PHF .898 .897 .857 .920 .647 .872 .793 .825 .802 .751 .653 .814 .467 .801 .851 .779 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1736
AGENDA ITEM NO. 13.
File Name : 03_CVS_Willow_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 0 0 1 0 0 0 0 0 4 0 4 0 0 1 1 6
07:15 AM 0 4 0 4 0 1 0 1 2 3 0 5 0 1 1 2 12
07:30 AM 0 3 1 4 0 0 0 0 2 1 0 3 0 4 0 4 11
07:45 AM 0 1 0 1 0 1 0 1 0 2 2 4 0 0 1 1 7
Total 1 8 1 10 0 2 0 2 4 10 2 16 0 5 3 8 36
08:00 AM 1 3 0 4 0 0 1 1 2 2 0 4 0 1 0 1 10
08:15 AM 1 0 0 1 0 2 5 7 2 2 0 4 1 1 1 3 15
08:30 AM 1 0 0 1 0 0 0 0 1 3 0 4 0 1 0 1 6
08:45 AM 1 2 0 3 0 0 0 0 0 0 0 0 1 0 0 1 4
Total 4 5 0 9 0 2 6 8 5 7 0 12 2 3 1 6 35
Grand Total 5 13 1 19 0 4 6 10 9 17 2 28 2 8 4 14 71
Apprch % 26.3 68.4 5.3 0 40 60 32.1 60.7 7.1 14.3 57.1 28.6 Total % 7 18.3 1.4 26.8 0 5.6 8.5 14.1 12.7 23.9 2.8 39.4 2.8 11.3 5.6 19.7 Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 3 1 4 0 0 0 0 2 1 0 3 0 4 0 4 11
07:45 AM 0 1 0 1 0 1 0 1 0 2 2 4 0 0 1 1 7
08:00 AM 1 3 0 4 0 0 1 1 2 2 0 4 0 1 0 1 10
08:15 AM 1 0 0 1 0 2 5 7 2 2 0 4 1 1 1 3 15
Total Volume 2 7 1 10 0 3 6 9 6 7 2 15 1 6 2 9 43
% App. Total 20 70 10 0 33.3 66.7 40 46.7 13.3 11.1 66.7 22.2 PHF .500 .583 .250 .625 .000 .375 .300 .321 .750 .875 .250 .938 .250 .375 .500 .563 .717 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1737
AGENDA ITEM NO. 13.
File Name : 03_CVS_Willow_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Willow Avenue
Shepherd Avenue
Shepherd Avenue
Willow Avenue
Right
1 Thru
7 Left
2 Out In Total
14 10 24
Right
6 Thru
3 Left
0 Out Total In
10 9 19
Left
6 Thru
7 Right
2 Out In Total
9 15 24
Left
1 Thru
6 Right
2 Total Out In
10 9 19
Peak Hour Begins at 07:30 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 3 1 4 0 0 0 0 2 1 0 3 0 4 0 4
+15 mins. 0 1 0 1 0 1 0 1 0 2 2 4 0 0 1 1
+30 mins. 1 3 0 4 0 0 1 1 2 2 0 4 0 1 0 1
+45 mins. 1 0 0 1 0 2 5 7 2 2 0 4 1 1 1 3
Total Volume 2 7 1 10 0 3 6 9 6 7 2 15 1 6 2 9
% App. Total 20 70 10 0 33.3 66.7 40 46.7 13.3 11.1 66.7 22.2 PHF .500 .583 .250 .625 .000 .375 .300 .321 .750 .875 .250 .938 .250 .375 .500 .563 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1738
AGENDA ITEM NO. 13.
File Name : 03_CVS_Willow_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:00 AM 0 0 0 0 0 1 0 1 0 2 0 2 0 0 0 0 3
08:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
08:30 AM 1 0 0 1 0 0 0 0 0 3 0 3 0 1 0 1 5
08:45 AM 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 2
Total 1 1 1 3 0 1 0 1 0 6 0 6 0 1 0 1 11
Grand Total 2 1 1 4 0 1 0 1 0 6 0 6 0 1 0 1 12
Apprch % 50 25 25 0 100 0 0 100 0 0 100 0
Total % 16.7 8.3 8.3 33.3 0 8.3 0 8.3 0 50 0 50 0 8.3 0 8.3 Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:00 AM 0 0 0 0 0 1 0 1 0 2 0 2 0 0 0 0 3
08:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
Total Volume 1 0 0 1 0 1 0 1 0 3 0 3 0 0 0 0 5
% App. Total 100 0 0 0 100 0 0 100 0 0 0 0
PHF .250 .000 .000 .250 .000 .250 .000 .250 .000 .375 .000 .375 .000 .000 .000 .000 .417 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1739
AGENDA ITEM NO. 13.
File Name : 03_CVS_Willow_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Willow Avenue
Shepherd Avenue
Shepherd Avenue
Willow Avenue
Right
0 Thru
0 Left
1 Out In Total
3 1 4
Right
0 Thru
1 Left
0 Out Total In
1 1 2
Left
0 Thru
3 Right
0 Out In Total
0 3 3
Left
0 Thru
0 Right
0 Total Out In
1 0 1
Peak Hour Begins at 07:30 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 1 0 1 0 2 0 2 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
Total Volume 1 0 0 1 0 1 0 1 0 3 0 3 0 0 0 0
% App. Total 100 0 0 0 100 0 0 100 0 0 0 0
PHF .250 .000 .000 .250 .000 .250 .000 .250 .000 .375 .000 .375 .000 .000 .000 .000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1740
AGENDA ITEM NO. 13.
File Name : 03_CVS_Willow_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
07:15 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
07:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4
08:00 AM 0 1 1 2 0 1 0 1 0 1 0 1 0 0 0 0 4
08:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
08:30 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 1 2
08:45 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
Total 0 2 1 3 0 1 0 1 0 4 0 4 0 0 1 1 9
Grand Total 0 4 1 5 0 1 0 1 0 6 0 6 0 0 1 1 13
Apprch % 0 80 20 0 100 0 0 100 0 0 0 100
Total % 0 30.8 7.7 38.5 0 7.7 0 7.7 0 46.2 0 46.2 0 0 7.7 7.7 Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:00 AM 0 1 1 2 0 1 0 1 0 1 0 1 0 0 0 0 4
08:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
Total Volume 0 1 1 2 0 1 0 1 0 3 0 3 0 0 0 0 6
% App. Total 0 50 50 0 100 0 0 100 0 0 0 0
PHF .000 .250 .250 .250 .000 .250 .000 .250 .000 .750 .000 .750 .000 .000 .000 .000 .375 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1741
AGENDA ITEM NO. 13.
File Name : 03_CVS_Willow_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Willow Avenue
Shepherd Avenue
Shepherd Avenue
Willow Avenue
Right
1 Thru
1 Left
0 Out In Total
3 2 5
Right
0 Thru
1 Left
0 Out Total In
0 1 1
Left
0 Thru
3 Right
0 Out In Total
1 3 4
Left
0 Thru
0 Right
0 Total Out In
2 0 2
Peak Hour Begins at 07:30 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 1 1 2 0 1 0 1 0 1 0 1 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
Total Volume 0 1 1 2 0 1 0 1 0 3 0 3 0 0 0 0
% App. Total 0 50 50 0 100 0 0 100 0 0 0 0
PHF .000 .250 .250 .250 .000 .250 .000 .250 .000 .750 .000 .750 .000 .000 .000 .000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1742
AGENDA ITEM NO. 13.
File Name : 03_CVS_Willow_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 26 112 10 148 7 72 39 118 47 121 14 182 7 70 19 96 544 04:15 PM 32 130 16 178 10 65 31 106 35 140 10 185 6 64 24 94 563 04:30 PM 34 94 6 134 13 63 35 111 59 177 18 254 7 82 30 119 618 04:45 PM 29 119 8 156 8 83 34 125 59 159 13 231 11 83 33 127 639 Total 121 455 40 616 38 283 139 460 200 597 55 852 31 299 106 436 2364 05:00 PM 37 89 11 137 7 63 37 107 53 140 25 218 10 77 22 109 571 05:15 PM 29 129 8 166 12 79 44 135 53 193 21 267 8 80 25 113 681 05:30 PM 32 127 4 163 7 90 30 127 78 165 30 273 7 83 33 123 686 05:45 PM 32 111 7 150 20 80 27 127 41 162 22 225 13 73 37 123 625 Total 130 456 30 616 46 312 138 496 225 660 98 983 38 313 117 468 2563 Grand Total 251 911 70 1232 84 595 277 956 425 1257 153 1835 69 612 223 904 4927 Apprch % 20.4 73.9 5.7 8.8 62.2 29 23.2 68.5 8.3 7.6 67.7 24.7 Total % 5.1 18.5 1.4 25 1.7 12.1 5.6 19.4 8.6 25.5 3.1 37.2 1.4 12.4 4.5 18.3 Passenger Vehicles 249 899 70 1218 84 590 275 949 424 1251 150 1825 68 609 222 899 4891 % Passenger Vehicles 99.2 98.7 100 98.9 100 99.2 99.3 99.3 99.8 99.5 98 99.5 98.6 99.5 99.6 99.4 99.3 Large 2 Axle Vehicles 2 11 0 13 0 5 2 7 1 6 3 10 1 3 1 5 35 % Large 2 Axle Vehicles 0.8 1.2 0 1.1 0 0.8 0.7 0.7 0.2 0.5 2 0.5 1.4 0.5 0.4 0.6 0.7 3 Axle Vehicles 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
% 3 Axle Vehicles 0 0.1 0 0.1 0 0 0 0 0 0 0 0 0 0 0 0 0 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 29 119 8 156 8 83 34 125 59 159 13 231 11 83 33 127 639 05:00 PM 37 89 11 137 7 63 37 107 53 140 25 218 10 77 22 109 571 05:15 PM 29 129 8 166 12 79 44 135 53 193 21 267 8 80 25 113 681 05:30 PM 32 127 4 163 7 90 30 127 78 165 30 273 7 83 33 123 686 Total Volume 127 464 31 622 34 315 145 494 243 657 89 989 36 323 113 472 2577 % App. Total 20.4 74.6 5 6.9 63.8 29.4 24.6 66.4 9 7.6 68.4 23.9 PHF .858 .899 .705 .937 .708 .875 .824 .915 .779 .851 .742 .906 .818 .973 .856 .929 .939 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1743
AGENDA ITEM NO. 13.
File Name : 03_CVS_Willow_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Willow Avenue
Shepherd Avenue
Shepherd Avenue
Willow Avenue
Right
31 Thru
464
Left
127
Out In Total
838 622 1460
Right
145
Thru
315
Left
34 Out Total In
539 494 1033
Left
243
Thru
657
Right
89 Out In Total
611 989 1600
Left
36 Thru
323
Right
113
Total Out In
589 472 1061
Peak Hour Begins at 04:45 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 05:00 PM 04:45 PM 04:45 PM
+0 mins. 29 119 8 156 7 63 37 107 59 159 13 231 11 83 33 127 +15 mins. 37 89 11 137 12 79 44 135 53 140 25 218 10 77 22 109 +30 mins. 29 129 8 166 7 90 30 127 53 193 21 267 8 80 25 113 +45 mins. 32 127 4 163 20 80 27 127 78 165 30 273 7 83 33 123 Total Volume 127 464 31 622 46 312 138 496 243 657 89 989 36 323 113 472 % App. Total 20.4 74.6 5 9.3 62.9 27.8 24.6 66.4 9 7.6 68.4 23.9 PHF .858 .899 .705 .937 .575 .867 .784 .919 .779 .851 .742 .906 .818 .973 .856 .929 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1744
AGENDA ITEM NO. 13.
File Name : 03_CVS_Willow_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 26 110 10 146 7 71 38 116 47 120 14 181 7 69 19 95 538 04:15 PM 31 126 16 173 10 63 31 104 35 139 9 183 5 63 23 91 551 04:30 PM 34 93 6 133 13 61 35 109 59 176 18 253 7 82 30 119 614 04:45 PM 29 118 8 155 8 83 34 125 59 158 12 229 11 83 33 127 636 Total 120 447 40 607 38 278 138 454 200 593 53 846 30 297 105 432 2339 05:00 PM 37 88 11 136 7 63 37 107 53 140 25 218 10 77 22 109 570 05:15 PM 28 128 8 164 12 79 44 135 53 192 20 265 8 80 25 113 677 05:30 PM 32 126 4 162 7 90 29 126 78 165 30 273 7 83 33 123 684 05:45 PM 32 110 7 149 20 80 27 127 40 161 22 223 13 72 37 122 621 Total 129 452 30 611 46 312 137 495 224 658 97 979 38 312 117 467 2552 Grand Total 249 899 70 1218 84 590 275 949 424 1251 150 1825 68 609 222 899 4891 Apprch % 20.4 73.8 5.7 8.9 62.2 29 23.2 68.5 8.2 7.6 67.7 24.7 Total % 5.1 18.4 1.4 24.9 1.7 12.1 5.6 19.4 8.7 25.6 3.1 37.3 1.4 12.5 4.5 18.4 Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 29 118 8 155 8 83 34 125 59 158 12 229 11 83 33 127 636 05:00 PM 37 88 11 136 7 63 37 107 53 140 25 218 10 77 22 109 570 05:15 PM 28 128 8 164 12 79 44 135 53 192 20 265 8 80 25 113 677 05:30 PM 32 126 4 162 7 90 29 126 78 165 30 273 7 83 33 123 684 Total Volume 126 460 31 617 34 315 144 493 243 655 87 985 36 323 113 472 2567 % App. Total 20.4 74.6 5 6.9 63.9 29.2 24.7 66.5 8.8 7.6 68.4 23.9 PHF .851 .898 .705 .941 .708 .875 .818 .913 .779 .853 .725 .902 .818 .973 .856 .929 .938 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1745
AGENDA ITEM NO. 13.
File Name : 03_CVS_Willow_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Willow Avenue
Shepherd Avenue
Shepherd Avenue
Willow Avenue
Right
31 Thru
460
Left
126
Out In Total
835 617 1452
Right
144
Thru
315
Left
34 Out Total In
536 493 1029
Left
243
Thru
655
Right
87 Out In Total
607 985 1592
Left
36 Thru
323
Right
113
Total Out In
589 472 1061
Peak Hour Begins at 04:45 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 29 118 8 155 8 83 34 125 59 158 12 229 11 83 33 127 +15 mins. 37 88 11 136 7 63 37 107 53 140 25 218 10 77 22 109 +30 mins. 28 128 8 164 12 79 44 135 53 192 20 265 8 80 25 113 +45 mins. 32 126 4 162 7 90 29 126 78 165 30 273 7 83 33 123 Total Volume 126 460 31 617 34 315 144 493 243 655 87 985 36 323 113 472 % App. Total 20.4 74.6 5 6.9 63.9 29.2 24.7 66.5 8.8 7.6 68.4 23.9 PHF .851 .898 .705 .941 .708 .875 .818 .913 .779 .853 .725 .902 .818 .973 .856 .929 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1746
AGENDA ITEM NO. 13.
File Name : 03_CVS_Willow_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 1 0 1 0 1 1 2 0 1 0 1 0 1 0 1 5
04:15 PM 1 4 0 5 0 2 0 2 0 1 1 2 1 1 1 3 12
04:30 PM 0 1 0 1 0 2 0 2 0 1 0 1 0 0 0 0 4
04:45 PM 0 1 0 1 0 0 0 0 0 1 1 2 0 0 0 0 3
Total 1 7 0 8 0 5 1 6 0 4 2 6 1 2 1 4 24
05:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:15 PM 1 1 0 2 0 0 0 0 0 1 1 2 0 0 0 0 4
05:30 PM 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0 2
05:45 PM 0 1 0 1 0 0 0 0 1 1 0 2 0 1 0 1 4
Total 1 4 0 5 0 0 1 1 1 2 1 4 0 1 0 1 11
Grand Total 2 11 0 13 0 5 2 7 1 6 3 10 1 3 1 5 35
Apprch % 15.4 84.6 0 0 71.4 28.6 10 60 30 20 60 20
Total % 5.7 31.4 0 37.1 0 14.3 5.7 20 2.9 17.1 8.6 28.6 2.9 8.6 2.9 14.3 Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 1 0 1 0 0 0 0 0 1 1 2 0 0 0 0 3
05:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:15 PM 1 1 0 2 0 0 0 0 0 1 1 2 0 0 0 0 4
05:30 PM 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0 2
Total Volume 1 4 0 5 0 0 1 1 0 2 2 4 0 0 0 0 10
% App. Total 20 80 0 0 0 100 0 50 50 0 0 0
PHF .250 1.00 .000 .625 .000 .000 .250 .250 .000 .500 .500 .500 .000 .000 .000 .000 .625 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1747
AGENDA ITEM NO. 13.
File Name : 03_CVS_Willow_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Willow Avenue
Shepherd Avenue
Shepherd Avenue
Willow Avenue
Right
0 Thru
4 Left
1 Out In Total
3 5 8
Right
1 Thru
0 Left
0 Out Total In
3 1 4
Left
0 Thru
2 Right
2 Out In Total
4 4 8
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:45 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 0 1 0 1 0 0 0 0 0 1 1 2 0 0 0 0
+15 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 1 1 0 2 0 0 0 0 0 1 1 2 0 0 0 0
+45 mins. 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0
Total Volume 1 4 0 5 0 0 1 1 0 2 2 4 0 0 0 0
% App. Total 20 80 0 0 0 100 0 50 50 0 0 0
PHF .250 1.000 .000 .625 .000 .000 .250 .250 .000 .500 .500 .500 .000 .000 .000 .000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1748
AGENDA ITEM NO. 13.
File Name : 03_CVS_Willow_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 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 0 0 0 0 0
Grand Total 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Apprch % 0 100 0 0 0 0 0 0 0 0 0 0
Total % 0 100 0 100 0 0 0 0 0 0 0 0 0 0 0 0
Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1749
AGENDA ITEM NO. 13.
File Name : 03_CVS_Willow_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Willow Avenue
Shepherd Avenue
Shepherd Avenue
Willow Avenue
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:45 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1750
AGENDA ITEM NO. 13.
File Name : 03_CVS_Willow_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 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 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 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 0 0 0 0 0
Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Apprch % 0 0 0 0 0 0 0 0 0 0 0 0
Total %
Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1751
AGENDA ITEM NO. 13.
File Name : 03_CVS_Willow_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Willow Avenue
Shepherd Avenue
Shepherd Avenue
Willow Avenue
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:45 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1752
AGENDA ITEM NO. 13.
Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:
North Leg East Leg South Leg West Leg
Willow Avenue Shepherd Avenue Willow Avenue Shepherd Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0001 1
0000 0
0000 0
0100 1
0000 0
0000 0
1000 1
0000 0
1 1 0 13
North Leg East Leg South Leg West Leg
Willow Avenue Shepherd Avenue Willow Avenue Shepherd Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0011 2
0000 0
0000 0
0000 0
1100 2
0001 1
0001 1
0001 1
1 1 1 47
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Clovis
Willow Avenue
Shepherd Avenue
PEDESTRIANS
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268
1753
AGENDA ITEM NO. 13.
Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 110000201000 5
060010030002 12
020001000000 3
031000000000 4
000010010010 3
110001000000 3
000000000000 0
030001010010 6
2 16 1 0 2 3 2 5 1 0 2 2 36
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 100000000000 1
200000000100 3
102000000000 3
000000000000 0
000000000000 0
010000000000 1
000000010000 1
002001010000 4
4 1 4 0 0 1 0 2 0 1 0 0 13
Shepherd Avenue
TOTAL VOLUMES:
Willow Avenue Shepherd Avenue Willow Avenue Shepherd Avenue Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
Willow Avenue Shepherd Avenue Willow Avenue
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
Shepherd Avenue
Willow Avenue
Clovis
BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268
1754
AGENDA ITEM NO. 13.
File Name : 04_CVS_Min_Int AM
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: International Avenue
Weather: Clear
Groups Printed- Total Volume
Minnewawa Avenue
Southbound
International Avenue
Westbound
Minnewawa Avenue
Northbound
International Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 34 0 34 0 0 0 0 27 42 0 69 1 0 9 10 113
07:15 AM 0 45 0 45 0 0 0 0 64 43 0 107 0 0 10 10 162
07:30 AM 0 77 2 79 0 0 0 0 98 45 0 143 1 0 25 26 248
07:45 AM 0 69 1 70 0 0 0 0 110 57 0 167 0 0 29 29 266
Total 0 225 3 228 0 0 0 0 299 187 0 486 2 0 73 75 789
08:00 AM 0 54 3 57 0 1 0 1 42 51 0 93 0 0 36 36 187
08:15 AM 0 50 0 50 0 0 0 0 15 47 1 63 0 0 9 9 122
08:30 AM 0 50 0 50 1 0 0 1 14 48 0 62 0 0 6 6 119
08:45 AM 0 40 0 40 0 0 0 0 12 38 0 50 0 0 9 9 99
Total 0 194 3 197 1 1 0 2 83 184 1 268 0 0 60 60 527
Grand Total 0 419 6 425 1 1 0 2 382 371 1 754 2 0 133 135 1316 Apprch % 0 98.6 1.4 50 50 0 50.7 49.2 0.1 1.5 0 98.5
Total % 0 31.8 0.5 32.3 0.1 0.1 0 0.2 29 28.2 0.1 57.3 0.2 0 10.1 10.3 Minnewawa Avenue
Southbound
International Avenue
Westbound
Minnewawa Avenue
Northbound
International Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 45 0 45 0 0 0 0 64 43 0 107 0 0 10 10 162
07:30 AM 0 77 2 79 0 0 0 0 98 45 0 143 1 0 25 26 248
07:45 AM 0 69 1 70 0 0 0 0 110 57 0 167 0 0 29 29 266
08:00 AM 0 54 3 57 0 1 0 1 42 51 0 93 0 0 36 36 187
Total Volume 0 245 6 251 0 1 0 1 314 196 0 510 1 0 100 101 863 % App. Total 0 97.6 2.4 0 100 0 61.6 38.4 0 1 0 99
PHF .000 .795 .500 .794 .000 .250 .000 .250 .714 .860 .000 .763 .250 .000 .694 .701 .811 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1755
AGENDA ITEM NO. 13.
File Name : 04_CVS_Min_Int AM
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: International Avenue
Weather: Clear
Minnewawa Avenue
International Avenue
International Avenue
Minnewawa Avenue
Right
6 Thru
245
Left
0 Out In Total
197 251 448
Right
0 Thru
1 Left
0 Out Total In
0 1 1
Left
314
Thru
196
Right
0 Out In Total
345 510 855
Left
1 Thru
0 Right
100
Total Out In
321 101 422
Peak Hour Begins at 07:15 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:45 AM 07:15 AM 07:15 AM
+0 mins. 0 77 2 79 0 0 0 0 64 43 0 107 0 0 10 10
+15 mins. 0 69 1 70 0 1 0 1 98 45 0 143 1 0 25 26
+30 mins. 0 54 3 57 0 0 0 0 110 57 0 167 0 0 29 29
+45 mins. 0 50 0 50 1 0 0 1 42 51 0 93 0 0 36 36
Total Volume 0 250 6 256 1 1 0 2 314 196 0 510 1 0 100 101 % App. Total 0 97.7 2.3 50 50 0 61.6 38.4 0 1 0 99
PHF .000 .812 .500 .810 .250 .250 .000 .500 .714 .860 .000 .763 .250 .000 .694 .701 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1756
AGENDA ITEM NO. 13.
File Name : 04_CVS_Min_Int PM
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: International Avenue
Weather: Clear
Groups Printed- Total Volume
Minnewawa Avenue
Southbound
International Avenue
Westbound
Minnewawa Avenue
Northbound
International Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 56 0 56 0 0 0 0 14 52 0 66 0 0 24 24 146
04:15 PM 0 76 0 76 0 1 0 1 18 52 1 71 0 0 15 15 163
04:30 PM 0 57 0 57 0 0 0 0 29 51 1 81 1 0 10 11 149
04:45 PM 0 55 1 56 0 0 0 0 26 44 0 70 3 0 16 19 145
Total 0 244 1 245 0 1 0 1 87 199 2 288 4 0 65 69 603
05:00 PM 0 54 1 55 0 0 0 0 22 49 0 71 0 0 10 10 136
05:15 PM 0 65 1 66 0 0 0 0 24 68 0 92 0 0 17 17 175
05:30 PM 0 58 1 59 0 1 0 1 17 57 2 76 0 0 8 8 144
05:45 PM 0 34 0 34 0 0 0 0 14 47 0 61 0 0 9 9 104
Total 0 211 3 214 0 1 0 1 77 221 2 300 0 0 44 44 559
Grand Total 0 455 4 459 0 2 0 2 164 420 4 588 4 0 109 113 1162 Apprch % 0 99.1 0.9 0 100 0 27.9 71.4 0.7 3.5 0 96.5
Total % 0 39.2 0.3 39.5 0 0.2 0 0.2 14.1 36.1 0.3 50.6 0.3 0 9.4 9.7 Minnewawa Avenue
Southbound
International Avenue
Westbound
Minnewawa Avenue
Northbound
International Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 57 0 57 0 0 0 0 29 51 1 81 1 0 10 11 149
04:45 PM 0 55 1 56 0 0 0 0 26 44 0 70 3 0 16 19 145
05:00 PM 0 54 1 55 0 0 0 0 22 49 0 71 0 0 10 10 136
05:15 PM 0 65 1 66 0 0 0 0 24 68 0 92 0 0 17 17 175
Total Volume 0 231 3 234 0 0 0 0 101 212 1 314 4 0 53 57 605 % App. Total 0 98.7 1.3 0 0 0 32.2 67.5 0.3 7 0 93
PHF .000 .888 .750 .886 .000 .000 .000 .000 .871 .779 .250 .853 .333 .000 .779 .750 .864 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1757
AGENDA ITEM NO. 13.
File Name : 04_CVS_Min_Int PM
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: International Avenue
Weather: Clear
Minnewawa Avenue
International Avenue
International Avenue
Minnewawa Avenue
Right
3 Thru
231
Left
0 Out In Total
216 234 450
Right
0 Thru
0 Left
0 Out Total In
1 0 1
Left
101
Thru
212
Right
1 Out In Total
284 314 598
Left
4 Thru
0 Right
53 Total Out In
104 57 161
Peak Hour Begins at 04:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:30 PM 04:00 PM
+0 mins. 0 56 0 56 0 0 0 0 29 51 1 81 0 0 24 24
+15 mins. 0 76 0 76 0 1 0 1 26 44 0 70 0 0 15 15
+30 mins. 0 57 0 57 0 0 0 0 22 49 0 71 1 0 10 11
+45 mins. 0 55 1 56 0 0 0 0 24 68 0 92 3 0 16 19
Total Volume 0 244 1 245 0 1 0 1 101 212 1 314 4 0 65 69 % App. Total 0 99.6 0.4 0 100 0 32.2 67.5 0.3 5.8 0 94.2 PHF .000 .803 .250 .806 .000 .250 .000 .250 .871 .779 .250 .853 .333 .000 .677 .719 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1758
AGENDA ITEM NO. 13.
Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:
North Leg East Leg South Leg West Leg
Minnewawa Avenue International Avenue Minnewawa Avenue International Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0 0 0 00
North Leg East Leg South Leg West Leg
Minnewawa Avenue International Avenue Minnewawa Avenue International Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0 0 0 00
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Clovis
Minnewawa Avenue
International Avenue
PEDESTRIANS
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268
1759
AGENDA ITEM NO. 13.
Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000010000 1
010000000000 1
000000000000 0
010000020000 3
000000000000 0
010000010000 2
000000000000 0
030000040000 7
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
International Avenue
TOTAL VOLUMES:
Minnewawa Avenue International Avenue Minnewawa Avenue International Avenue Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
Minnewawa Avenue International Avenue Minnewawa Avenue
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
International Avenue
Minnewawa Avenue
Clovis
BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268
1760
AGENDA ITEM NO. 13.
File Name : 05_CVS_Min_Beh AM
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- Total Volume
Minnewawa Avenue
Southbound
Behymer Avenue
Westbound
Minnewawa Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 18 23 0 41 3 15 36 54 3 31 1 35 0 13 9 22 152
07:15 AM 15 43 1 59 5 38 62 105 4 47 1 52 0 12 8 20 236 07:30 AM 24 75 0 99 6 34 102 142 8 46 1 55 2 29 12 43 339 07:45 AM 45 57 1 103 1 33 93 127 16 74 6 96 1 33 10 44 370 Total 102 198 2 302 15 120 293 428 31 198 9 238 3 87 39 129 1097 08:00 AM 39 50 1 90 0 40 40 80 13 45 0 58 0 40 14 54 282 08:15 AM 21 44 2 67 0 24 23 47 2 40 1 43 4 33 12 49 206 08:30 AM 12 39 2 53 1 19 26 46 5 33 0 38 2 8 11 21 158
08:45 AM 15 33 1 49 1 17 17 35 5 35 0 40 0 9 6 15 139
Total 87 166 6 259 2 100 106 208 25 153 1 179 6 90 43 139 785 Grand Total 189 364 8 561 17 220 399 636 56 351 10 417 9 177 82 268 1882 Apprch % 33.7 64.9 1.4 2.7 34.6 62.7 13.4 84.2 2.4 3.4 66 30.6 Total % 10 19.3 0.4 29.8 0.9 11.7 21.2 33.8 3 18.7 0.5 22.2 0.5 9.4 4.4 14.2 Minnewawa Avenue
Southbound
Behymer Avenue
Westbound
Minnewawa Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 15 43 1 59 5 38 62 105 4 47 1 52 0 12 8 20 236 07:30 AM 24 75 0 99 6 34 102 142 8 46 1 55 2 29 12 43 339 07:45 AM 45 57 1 103 1 33 93 127 16 74 6 96 1 33 10 44 370 08:00 AM 39 50 1 90 0 40 40 80 13 45 0 58 0 40 14 54 282 Total Volume 123 225 3 351 12 145 297 454 41 212 8 261 3 114 44 161 1227 % App. Total 35 64.1 0.9 2.6 31.9 65.4 15.7 81.2 3.1 1.9 70.8 27.3 PHF .683 .750 .750 .852 .500 .906 .728 .799 .641 .716 .333 .680 .375 .713 .786 .745 .829 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1761
AGENDA ITEM NO. 13.
File Name : 05_CVS_Min_Beh AM
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Behymer Avenue
Weather: Clear
Minnewawa Avenue
Behymer Avenue
Behymer Avenue
Minnewawa Avenue
Right
3 Thru
225
Left
123
Out In Total
512 351 863
Right
297
Thru
145
Left
12 Out Total In
245 454 699
Left
41 Thru
212
Right
8 Out In Total
281 261 542
Left
3 Thru
114
Right
44 Total Out In
189 161 350
Peak Hour Begins at 07:15 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:15 AM 07:15 AM 07:30 AM
+0 mins. 24 75 0 99 5 38 62 105 4 47 1 52 2 29 12 43
+15 mins. 45 57 1 103 6 34 102 142 8 46 1 55 1 33 10 44 +30 mins. 39 50 1 90 1 33 93 127 16 74 6 96 0 40 14 54
+45 mins. 21 44 2 67 0 40 40 80 13 45 0 58 4 33 12 49
Total Volume 129 226 4 359 12 145 297 454 41 212 8 261 7 135 48 190 % App. Total 35.9 63 1.1 2.6 31.9 65.4 15.7 81.2 3.1 3.7 71.1 25.3 PHF .717 .753 .500 .871 .500 .906 .728 .799 .641 .716 .333 .680 .438 .844 .857 .880 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1762
AGENDA ITEM NO. 13.
File Name : 05_CVS_Min_Beh PM
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- Total Volume
Minnewawa Avenue
Southbound
Behymer Avenue
Westbound
Minnewawa Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 33 47 3 83 1 15 25 41 9 41 3 53 1 25 5 31 208
04:15 PM 34 53 0 87 0 13 18 31 7 52 0 59 0 9 5 14 191
04:30 PM 24 44 1 69 0 17 29 46 9 50 0 59 1 13 7 21 195
04:45 PM 25 49 0 74 1 20 24 45 11 40 0 51 3 24 11 38 208 Total 116 193 4 313 2 65 96 163 36 183 3 222 5 71 28 104 802 05:00 PM 25 37 0 62 1 28 28 57 10 44 2 56 0 15 4 19 194 05:15 PM 26 56 0 82 3 20 30 53 13 66 1 80 0 16 8 24 239 05:30 PM 19 48 2 69 1 18 17 36 12 55 3 70 0 14 7 21 196 05:45 PM 20 25 0 45 2 18 23 43 12 40 2 54 0 19 5 24 166 Total 90 166 2 258 7 84 98 189 47 205 8 260 0 64 24 88 795 Grand Total 206 359 6 571 9 149 194 352 83 388 11 482 5 135 52 192 1597 Apprch % 36.1 62.9 1.1 2.6 42.3 55.1 17.2 80.5 2.3 2.6 70.3 27.1 Total % 12.9 22.5 0.4 35.8 0.6 9.3 12.1 22 5.2 24.3 0.7 30.2 0.3 8.5 3.3 12 Minnewawa Avenue
Southbound
Behymer Avenue
Westbound
Minnewawa Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 25 49 0 74 1 20 24 45 11 40 0 51 3 24 11 38 208 05:00 PM 25 37 0 62 1 28 28 57 10 44 2 56 0 15 4 19 194 05:15 PM 26 56 0 82 3 20 30 53 13 66 1 80 0 16 8 24 239 05:30 PM 19 48 2 69 1 18 17 36 12 55 3 70 0 14 7 21 196 Total Volume 95 190 2 287 6 86 99 191 46 205 6 257 3 69 30 102 837 % App. Total 33.1 66.2 0.7 3.1 45 51.8 17.9 79.8 2.3 2.9 67.6 29.4 PHF .913 .848 .250 .875 .500 .768 .825 .838 .885 .777 .500 .803 .250 .719 .682 .671 .876 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1763
AGENDA ITEM NO. 13.
File Name : 05_CVS_Min_Beh PM
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Behymer Avenue
Weather: Clear
Minnewawa Avenue
Behymer Avenue
Behymer Avenue
Minnewawa Avenue
Right
2 Thru
190
Left
95 Out In Total
307 287 594
Right
99 Thru
86 Left
6 Out Total In
170 191 361
Left
46 Thru
205
Right
6 Out In Total
226 257 483
Left
3 Thru
69 Right
30 Total Out In
134 102 236
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:30 PM 05:00 PM 04:00 PM
+0 mins. 33 47 3 83 0 17 29 46 10 44 2 56 1 25 5 31
+15 mins. 34 53 0 87 1 20 24 45 13 66 1 80 0 9 5 14
+30 mins. 24 44 1 69 1 28 28 57 12 55 3 70 1 13 7 21
+45 mins. 25 49 0 74 3 20 30 53 12 40 2 54 3 24 11 38
Total Volume 116 193 4 313 5 85 111 201 47 205 8 260 5 71 28 104 % App. Total 37.1 61.7 1.3 2.5 42.3 55.2 18.1 78.8 3.1 4.8 68.3 26.9 PHF .853 .910 .333 .899 .417 .759 .925 .882 .904 .777 .667 .813 .417 .710 .636 .684 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1764
AGENDA ITEM NO. 13.
Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:
North Leg East Leg South Leg West Leg
Minnewawa Avenue Behymer Avenue Minnewawa Avenue Behymer Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
1000 1
1 0 0 01
North Leg East Leg South Leg West Leg
Minnewawa Avenue Behymer Avenue Minnewawa Avenue Behymer Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0 0 0 00
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Clovis
Minnewawa Avenue
Behymer Avenue
PEDESTRIANS
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268
1765
AGENDA ITEM NO. 13.
Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000010000 1
000000000000 0
010000000000 1
000000000000 0
010000010000 2
000000100000 1
010001000000 2
000000000000 0
030001120000 7
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000010000 1
000000010000 1
Behymer Avenue
TOTAL VOLUMES:
Minnewawa Avenue Behymer Avenue Minnewawa Avenue Behymer Avenue Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
Minnewawa Avenue Behymer Avenue Minnewawa Avenue
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
Behymer Avenue
Minnewawa Avenue
Clovis
BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268
1766
AGENDA ITEM NO. 13.
File Name : 06_CVS_Min_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 4 26 2 32 8 68 13 89 13 21 2 36 2 50 18 70 227 07:15 AM 12 41 10 63 13 68 15 96 27 35 6 68 7 70 26 103 330 07:30 AM 28 49 11 88 19 74 18 111 39 38 14 91 13 76 41 130 420 07:45 AM 33 36 6 75 8 82 38 128 37 46 16 99 9 102 48 159 461 Total 77 152 29 258 48 292 84 424 116 140 38 294 31 298 133 462 1438 08:00 AM 30 33 2 65 4 67 20 91 24 31 5 60 4 91 37 132 348 08:15 AM 28 24 2 54 6 87 16 109 17 22 4 43 9 74 20 103 309 08:30 AM 14 36 0 50 1 78 15 94 18 23 3 44 4 70 11 85 273 08:45 AM 15 23 5 43 4 82 17 103 19 24 2 45 2 63 7 72 263 Total 87 116 9 212 15 314 68 397 78 100 14 192 19 298 75 392 1193 Grand Total 164 268 38 470 63 606 152 821 194 240 52 486 50 596 208 854 2631 Apprch % 34.9 57 8.1 7.7 73.8 18.5 39.9 49.4 10.7 5.9 69.8 24.4 Total % 6.2 10.2 1.4 17.9 2.4 23 5.8 31.2 7.4 9.1 2 18.5 1.9 22.7 7.9 32.5 Passenger Vehicles 152 265 37 454 63 596 139 798 194 228 51 473 49 583 205 837 2562 % Passenger Vehicles 92.7 98.9 97.4 96.6 100 98.3 91.4 97.2 100 95 98.1 97.3 98 97.8 98.6 98 97.4 Large 2 Axle Vehicles 5 2 1 8 0 6 10 16 0 6 1 7 1 9 3 13 44 % Large 2 Axle Vehicles 3 0.7 2.6 1.7 0 1 6.6 1.9 0 2.5 1.9 1.4 2 1.5 1.4 1.5 1.7 3 Axle Vehicles 6 1 0 7 0 3 3 6 0 3 0 3 0 4 0 4 20
% 3 Axle Vehicles 3.7 0.4 0 1.5 0 0.5 2 0.7 0 1.2 0 0.6 0 0.7 0 0.5 0.8 4+ Axle Trucks 1 0 0 1 0 1 0 1 0 3 0 3 0 0 0 0 5
% 4+ Axle Trucks 0.6 0 0 0.2 0 0.2 0 0.1 0 1.2 0 0.6 0 0 0 0 0.2 Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 12 41 10 63 13 68 15 96 27 35 6 68 7 70 26 103 330 07:30 AM 28 49 11 88 19 74 18 111 39 38 14 91 13 76 41 130 420 07:45 AM 33 36 6 75 8 82 38 128 37 46 16 99 9 102 48 159 461 08:00 AM 30 33 2 65 4 67 20 91 24 31 5 60 4 91 37 132 348 Total Volume 103 159 29 291 44 291 91 426 127 150 41 318 33 339 152 524 1559 % App. Total 35.4 54.6 10 10.3 68.3 21.4 39.9 47.2 12.9 6.3 64.7 29 PHF .780 .811 .659 .827 .579 .887 .599 .832 .814 .815 .641 .803 .635 .831 .792 .824 .845 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1767
AGENDA ITEM NO. 13.
File Name : 06_CVS_Min_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Minnewawa Avenue
Shepherd Avenue
Shepherd Avenue
Minnewawa Avenue
Right
29 Thru
159
Left
103
Out In Total
274 291 565
Right
91 Thru
291
Left
44 Out Total In
483 426 909
Left
127
Thru
150
Right
41 Out In Total
355 318 673
Left
33 Thru
339
Right
152
Total Out In
447 524 971
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:30 AM 07:15 AM 07:15 AM
+0 mins. 12 41 10 63 19 74 18 111 27 35 6 68 7 70 26 103 +15 mins. 28 49 11 88 8 82 38 128 39 38 14 91 13 76 41 130 +30 mins. 33 36 6 75 4 67 20 91 37 46 16 99 9 102 48 159 +45 mins. 30 33 2 65 6 87 16 109 24 31 5 60 4 91 37 132 Total Volume 103 159 29 291 37 310 92 439 127 150 41 318 33 339 152 524 % App. Total 35.4 54.6 10 8.4 70.6 21 39.9 47.2 12.9 6.3 64.7 29 PHF .780 .811 .659 .827 .487 .891 .605 .857 .814 .815 .641 .803 .635 .831 .792 .824 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1768
AGENDA ITEM NO. 13.
File Name : 06_CVS_Min_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 4 26 2 32 8 65 12 85 13 19 2 34 2 49 18 69 220 07:15 AM 12 41 9 62 13 68 13 94 27 32 6 65 7 70 26 103 324 07:30 AM 28 49 11 88 19 74 17 110 39 38 13 90 13 74 41 128 416 07:45 AM 28 36 6 70 8 81 36 125 37 46 16 99 9 100 48 157 451 Total 72 152 28 252 48 288 78 414 116 135 37 288 31 293 133 457 1411 08:00 AM 30 32 2 64 4 64 18 86 24 30 5 59 4 91 36 131 340 08:15 AM 25 24 2 51 6 86 14 106 17 20 4 41 8 70 20 98 296 08:30 AM 11 36 0 47 1 77 14 92 18 21 3 42 4 67 11 82 263 08:45 AM 14 21 5 40 4 81 15 100 19 22 2 43 2 62 5 69 252 Total 80 113 9 202 15 308 61 384 78 93 14 185 18 290 72 380 1151 Grand Total 152 265 37 454 63 596 139 798 194 228 51 473 49 583 205 837 2562 Apprch % 33.5 58.4 8.1 7.9 74.7 17.4 41 48.2 10.8 5.9 69.7 24.5 Total % 5.9 10.3 1.4 17.7 2.5 23.3 5.4 31.1 7.6 8.9 2 18.5 1.9 22.8 8 32.7 Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 12 41 9 62 13 68 13 94 27 32 6 65 7 70 26 103 324 07:30 AM 28 49 11 88 19 74 17 110 39 38 13 90 13 74 41 128 416 07:45 AM 28 36 6 70 8 81 36 125 37 46 16 99 9 100 48 157 451 08:00 AM 30 32 2 64 4 64 18 86 24 30 5 59 4 91 36 131 340 Total Volume 98 158 28 284 44 287 84 415 127 146 40 313 33 335 151 519 1531 % App. Total 34.5 55.6 9.9 10.6 69.2 20.2 40.6 46.6 12.8 6.4 64.5 29.1 PHF .817 .806 .636 .807 .579 .886 .583 .830 .814 .793 .625 .790 .635 .838 .786 .826 .849 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1769
AGENDA ITEM NO. 13.
File Name : 06_CVS_Min_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Minnewawa Avenue
Shepherd Avenue
Shepherd Avenue
Minnewawa Avenue
Right
28 Thru
158
Left
98 Out In Total
263 284 547
Right
84 Thru
287
Left
44 Out Total In
473 415 888
Left
127
Thru
146
Right
40 Out In Total
353 313 666
Left
33 Thru
335
Right
151
Total Out In
442 519 961
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 12 41 9 62 13 68 13 94 27 32 6 65 7 70 26 103
+15 mins. 28 49 11 88 19 74 17 110 39 38 13 90 13 74 41 128 +30 mins. 28 36 6 70 8 81 36 125 37 46 16 99 9 100 48 157 +45 mins. 30 32 2 64 4 64 18 86 24 30 5 59 4 91 36 131
Total Volume 98 158 28 284 44 287 84 415 127 146 40 313 33 335 151 519 % App. Total 34.5 55.6 9.9 10.6 69.2 20.2 40.6 46.6 12.8 6.4 64.5 29.1 PHF .817 .806 .636 .807 .579 .886 .583 .830 .814 .793 .625 .790 .635 .838 .786 .826 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1770
AGENDA ITEM NO. 13.
File Name : 06_CVS_Min_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 3 1 4 0 1 0 1 0 1 0 1 6
07:15 AM 0 0 1 1 0 0 1 1 0 3 0 3 0 0 0 0 5
07:30 AM 0 0 0 0 0 0 1 1 0 0 1 1 0 2 0 2 4
07:45 AM 2 0 0 2 0 1 2 3 0 0 0 0 0 1 0 1 6
Total 2 0 1 3 0 4 5 9 0 4 1 5 0 4 0 4 21
08:00 AM 0 1 0 1 0 0 2 2 0 1 0 1 0 0 1 1 5
08:15 AM 2 0 0 2 0 1 2 3 0 0 0 0 1 3 0 4 9
08:30 AM 1 0 0 1 0 0 1 1 0 1 0 1 0 1 0 1 4
08:45 AM 0 1 0 1 0 1 0 1 0 0 0 0 0 1 2 3 5
Total 3 2 0 5 0 2 5 7 0 2 0 2 1 5 3 9 23
Grand Total 5 2 1 8 0 6 10 16 0 6 1 7 1 9 3 13 44
Apprch % 62.5 25 12.5 0 37.5 62.5 0 85.7 14.3 7.7 69.2 23.1 Total % 11.4 4.5 2.3 18.2 0 13.6 22.7 36.4 0 13.6 2.3 15.9 2.3 20.5 6.8 29.5 Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 1 1 0 0 1 1 0 3 0 3 0 0 0 0 5
07:30 AM 0 0 0 0 0 0 1 1 0 0 1 1 0 2 0 2 4
07:45 AM 2 0 0 2 0 1 2 3 0 0 0 0 0 1 0 1 6
08:00 AM 0 1 0 1 0 0 2 2 0 1 0 1 0 0 1 1 5
Total Volume 2 1 1 4 0 1 6 7 0 4 1 5 0 3 1 4 20
% App. Total 50 25 25 0 14.3 85.7 0 80 20 0 75 25
PHF .250 .250 .250 .500 .000 .250 .750 .583 .000 .333 .250 .417 .000 .375 .250 .500 .833 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1771
AGENDA ITEM NO. 13.
File Name : 06_CVS_Min_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Minnewawa Avenue
Shepherd Avenue
Shepherd Avenue
Minnewawa Avenue
Right
1 Thru
1 Left
2 Out In Total
10 4 14
Right
6 Thru
1 Left
0 Out Total In
6 7 13
Left
0 Thru
4 Right
1 Out In Total
2 5 7
Left
0 Thru
3 Right
1 Total Out In
2 4 6
Peak Hour Begins at 07:15 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 1 1 0 0 1 1 0 3 0 3 0 0 0 0
+15 mins. 0 0 0 0 0 0 1 1 0 0 1 1 0 2 0 2
+30 mins. 2 0 0 2 0 1 2 3 0 0 0 0 0 1 0 1
+45 mins. 0 1 0 1 0 0 2 2 0 1 0 1 0 0 1 1
Total Volume 2 1 1 4 0 1 6 7 0 4 1 5 0 3 1 4
% App. Total 50 25 25 0 14.3 85.7 0 80 20 0 75 25
PHF .250 .250 .250 .500 .000 .250 .750 .583 .000 .333 .250 .417 .000 .375 .250 .500 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1772
AGENDA ITEM NO. 13.
File Name : 06_CVS_Min_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 3 0 0 3 0 0 0 0 0 0 0 0 0 1 0 1 4
Total 3 0 0 3 0 0 1 1 0 0 0 0 0 1 0 1 5
08:00 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2
08:15 AM 1 0 0 1 0 0 0 0 0 1 0 1 0 1 0 1 3
08:30 AM 1 0 0 1 0 1 0 1 0 0 0 0 0 2 0 2 4
08:45 AM 1 1 0 2 0 0 2 2 0 2 0 2 0 0 0 0 6
Total 3 1 0 4 0 3 2 5 0 3 0 3 0 3 0 3 15
Grand Total 6 1 0 7 0 3 3 6 0 3 0 3 0 4 0 4 20
Apprch % 85.7 14.3 0 0 50 50 0 100 0 0 100 0
Total % 30 5 0 35 0 15 15 30 0 15 0 15 0 20 0 20
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 3 0 0 3 0 0 0 0 0 0 0 0 0 1 0 1 4
08:00 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2
Total Volume 3 0 0 3 0 2 1 3 0 0 0 0 0 1 0 1 7
% App. Total 100 0 0 0 66.7 33.3 0 0 0 0 100 0
PHF .250 .000 .000 .250 .000 .250 .250 .375 .000 .000 .000 .000 .000 .250 .000 .250 .438 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1773
AGENDA ITEM NO. 13.
File Name : 06_CVS_Min_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Minnewawa Avenue
Shepherd Avenue
Shepherd Avenue
Minnewawa Avenue
Right
0 Thru
0 Left
3 Out In Total
1 3 4
Right
1 Thru
2 Left
0 Out Total In
4 3 7
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
1 Right
0 Total Out In
2 1 3
Peak Hour Begins at 07:15 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 3 0 0 3 0 0 0 0 0 0 0 0 0 1 0 1
+45 mins. 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0
Total Volume 3 0 0 3 0 2 1 3 0 0 0 0 0 1 0 1
% App. Total 100 0 0 0 66.7 33.3 0 0 0 0 100 0
PHF .250 .000 .000 .250 .000 .250 .250 .375 .000 .000 .000 .000 .000 .250 .000 .250 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1774
AGENDA ITEM NO. 13.
File Name : 06_CVS_Min_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
08:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
08:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
08:30 AM 1 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 1 0 0 1 0 1 0 1 0 2 0 2 0 0 0 0 4
Grand Total 1 0 0 1 0 1 0 1 0 3 0 3 0 0 0 0 5
Apprch % 100 0 0 0 100 0 0 100 0 0 0 0
Total % 20 0 0 20 0 20 0 20 0 60 0 60 0 0 0 0
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
% App. Total 0 0 0 0 100 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .250 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1775
AGENDA ITEM NO. 13.
File Name : 06_CVS_Min_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Minnewawa Avenue
Shepherd Avenue
Shepherd Avenue
Minnewawa Avenue
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
1 Left
0 Out Total In
0 1 1
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
0 Right
0 Total Out In
1 0 1
Peak Hour Begins at 07:15 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 100 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1776
AGENDA ITEM NO. 13.
File Name : 06_CVS_Min_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 14 39 3 56 7 81 19 107 27 31 7 65 6 83 18 107 335 04:15 PM 18 36 2 56 3 90 21 114 26 35 5 66 8 79 21 108 344 04:30 PM 14 39 2 55 5 89 28 122 20 31 3 54 5 84 22 111 342 04:45 PM 20 39 2 61 4 84 18 106 23 28 9 60 3 98 14 115 342 Total 66 153 9 228 19 344 86 449 96 125 24 245 22 344 75 441 1363 05:00 PM 20 22 3 45 6 70 16 92 24 33 7 64 10 97 18 125 326 05:15 PM 14 44 4 62 2 93 27 122 29 47 3 79 3 102 24 129 392 05:30 PM 22 37 4 63 7 95 24 126 28 44 7 79 4 93 25 122 390 05:45 PM 15 22 2 39 4 89 15 108 18 35 9 62 2 89 26 117 326 Total 71 125 13 209 19 347 82 448 99 159 26 284 19 381 93 493 1434 Grand Total 137 278 22 437 38 691 168 897 195 284 50 529 41 725 168 934 2797 Apprch % 31.4 63.6 5 4.2 77 18.7 36.9 53.7 9.5 4.4 77.6 18 Total % 4.9 9.9 0.8 15.6 1.4 24.7 6 32.1 7 10.2 1.8 18.9 1.5 25.9 6 33.4 Passenger Vehicles 135 270 22 427 37 686 167 890 192 281 50 523 41 719 166 926 2766 % Passenger Vehicles 98.5 97.1 100 97.7 97.4 99.3 99.4 99.2 98.5 98.9 100 98.9 100 99.2 98.8 99.1 98.9 Large 2 Axle Vehicles 2 7 0 9 1 5 1 7 3 3 0 6 0 6 2 8 30 % Large 2 Axle Vehicles 1.5 2.5 0 2.1 2.6 0.7 0.6 0.8 1.5 1.1 0 1.1 0 0.8 1.2 0.9 1.1 3 Axle Vehicles 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
% 3 Axle Vehicles 0 0.4 0 0.2 0 0 0 0 0 0 0 0 0 0 0 0 0 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 20 39 2 61 4 84 18 106 23 28 9 60 3 98 14 115 342 05:00 PM 20 22 3 45 6 70 16 92 24 33 7 64 10 97 18 125 326 05:15 PM 14 44 4 62 2 93 27 122 29 47 3 79 3 102 24 129 392 05:30 PM 22 37 4 63 7 95 24 126 28 44 7 79 4 93 25 122 390 Total Volume 76 142 13 231 19 342 85 446 104 152 26 282 20 390 81 491 1450 % App. Total 32.9 61.5 5.6 4.3 76.7 19.1 36.9 53.9 9.2 4.1 79.4 16.5 PHF .864 .807 .813 .917 .679 .900 .787 .885 .897 .809 .722 .892 .500 .956 .810 .952 .925 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1777
AGENDA ITEM NO. 13.
File Name : 06_CVS_Min_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Minnewawa Avenue
Shepherd Avenue
Shepherd Avenue
Minnewawa Avenue
Right
13 Thru
142
Left
76 Out In Total
257 231 488
Right
85 Thru
342
Left
19 Out Total In
492 446 938
Left
104
Thru
152
Right
26 Out In Total
242 282 524
Left
20 Thru
390
Right
81 Total Out In
459 491 950
Peak Hour Begins at 04:45 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:00 PM 05:00 PM 05:00 PM
+0 mins. 20 39 2 61 7 81 19 107 24 33 7 64 10 97 18 125 +15 mins. 20 22 3 45 3 90 21 114 29 47 3 79 3 102 24 129 +30 mins. 14 44 4 62 5 89 28 122 28 44 7 79 4 93 25 122 +45 mins. 22 37 4 63 4 84 18 106 18 35 9 62 2 89 26 117 Total Volume 76 142 13 231 19 344 86 449 99 159 26 284 19 381 93 493 % App. Total 32.9 61.5 5.6 4.2 76.6 19.2 34.9 56 9.2 3.9 77.3 18.9 PHF .864 .807 .813 .917 .679 .956 .768 .920 .853 .846 .722 .899 .475 .934 .894 .955 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1778
AGENDA ITEM NO. 13.
File Name : 06_CVS_Min_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 13 34 3 50 6 78 19 103 26 31 7 64 6 83 17 106 323 04:15 PM 18 35 2 55 3 89 20 112 24 35 5 64 8 76 21 105 336 04:30 PM 14 38 2 54 5 88 28 121 20 31 3 54 5 84 22 111 340 04:45 PM 19 39 2 60 4 84 18 106 23 28 9 60 3 96 14 113 339 Total 64 146 9 219 18 339 85 442 93 125 24 242 22 339 74 435 1338 05:00 PM 20 21 3 44 6 70 16 92 24 31 7 62 10 97 18 125 323 05:15 PM 14 44 4 62 2 93 27 122 29 47 3 79 3 102 23 128 391 05:30 PM 22 37 4 63 7 95 24 126 28 44 7 79 4 93 25 122 390 05:45 PM 15 22 2 39 4 89 15 108 18 34 9 61 2 88 26 116 324 Total 71 124 13 208 19 347 82 448 99 156 26 281 19 380 92 491 1428 Grand Total 135 270 22 427 37 686 167 890 192 281 50 523 41 719 166 926 2766 Apprch % 31.6 63.2 5.2 4.2 77.1 18.8 36.7 53.7 9.6 4.4 77.6 17.9 Total % 4.9 9.8 0.8 15.4 1.3 24.8 6 32.2 6.9 10.2 1.8 18.9 1.5 26 6 33.5 Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 19 39 2 60 4 84 18 106 23 28 9 60 3 96 14 113 339 05:00 PM 20 21 3 44 6 70 16 92 24 31 7 62 10 97 18 125 323 05:15 PM 14 44 4 62 2 93 27 122 29 47 3 79 3 102 23 128 391 05:30 PM 22 37 4 63 7 95 24 126 28 44 7 79 4 93 25 122 390 Total Volume 75 141 13 229 19 342 85 446 104 150 26 280 20 388 80 488 1443 % App. Total 32.8 61.6 5.7 4.3 76.7 19.1 37.1 53.6 9.3 4.1 79.5 16.4 PHF .852 .801 .813 .909 .679 .900 .787 .885 .897 .798 .722 .886 .500 .951 .800 .953 .923 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1779
AGENDA ITEM NO. 13.
File Name : 06_CVS_Min_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Minnewawa Avenue
Shepherd Avenue
Shepherd Avenue
Minnewawa Avenue
Right
13 Thru
141
Left
75 Out In Total
255 229 484
Right
85 Thru
342
Left
19 Out Total In
489 446 935
Left
104
Thru
150
Right
26 Out In Total
240 280 520
Left
20 Thru
388
Right
80 Total Out In
459 488 947
Peak Hour Begins at 04:45 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 19 39 2 60 4 84 18 106 23 28 9 60 3 96 14 113
+15 mins. 20 21 3 44 6 70 16 92 24 31 7 62 10 97 18 125 +30 mins. 14 44 4 62 2 93 27 122 29 47 3 79 3 102 23 128 +45 mins. 22 37 4 63 7 95 24 126 28 44 7 79 4 93 25 122 Total Volume 75 141 13 229 19 342 85 446 104 150 26 280 20 388 80 488 % App. Total 32.8 61.6 5.7 4.3 76.7 19.1 37.1 53.6 9.3 4.1 79.5 16.4 PHF .852 .801 .813 .909 .679 .900 .787 .885 .897 .798 .722 .886 .500 .951 .800 .953 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1780
AGENDA ITEM NO. 13.
File Name : 06_CVS_Min_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 1 4 0 5 1 3 0 4 1 0 0 1 0 0 1 1 11
04:15 PM 0 1 0 1 0 1 1 2 2 0 0 2 0 3 0 3 8
04:30 PM 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 2
04:45 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 2 0 2 3
Total 2 6 0 8 1 5 1 7 3 0 0 3 0 5 1 6 24
05:00 PM 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 1 2
Total 0 1 0 1 0 0 0 0 0 3 0 3 0 1 1 2 6
Grand Total 2 7 0 9 1 5 1 7 3 3 0 6 0 6 2 8 30
Apprch % 22.2 77.8 0 14.3 71.4 14.3 50 50 0 0 75 25
Total % 6.7 23.3 0 30 3.3 16.7 3.3 23.3 10 10 0 20 0 20 6.7 26.7 Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 2 0 2 3
05:00 PM 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 1 1 0 2 0 0 0 0 0 2 0 2 0 2 1 3 7
% App. Total 50 50 0 0 0 0 0 100 0 0 66.7 33.3
PHF .250 .250 .000 .500 .000 .000 .000 .000 .000 .250 .000 .250 .000 .250 .250 .375 .583 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1781
AGENDA ITEM NO. 13.
File Name : 06_CVS_Min_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Minnewawa Avenue
Shepherd Avenue
Shepherd Avenue
Minnewawa Avenue
Right
0 Thru
1 Left
1 Out In Total
2 2 4
Right
0 Thru
0 Left
0 Out Total In
3 0 3
Left
0 Thru
2 Right
0 Out In Total
2 2 4
Left
0 Thru
2 Right
1 Total Out In
0 3 3
Peak Hour Begins at 04:45 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 1 0 0 1 0 0 0 0 0 0 0 0 0 2 0 2
+15 mins. 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 1 1 0 2 0 0 0 0 0 2 0 2 0 2 1 3
% App. Total 50 50 0 0 0 0 0 100 0 0 66.7 33.3
PHF .250 .250 .000 .500 .000 .000 .000 .000 .000 .250 .000 .250 .000 .250 .250 .375 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1782
AGENDA ITEM NO. 13.
File Name : 06_CVS_Min_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 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 0 0 0 0 0
Grand Total 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Apprch % 0 100 0 0 0 0 0 0 0 0 0 0
Total % 0 100 0 100 0 0 0 0 0 0 0 0 0 0 0 0
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1783
AGENDA ITEM NO. 13.
File Name : 06_CVS_Min_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Minnewawa Avenue
Shepherd Avenue
Shepherd Avenue
Minnewawa Avenue
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:45 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1784
AGENDA ITEM NO. 13.
File Name : 06_CVS_Min_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 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 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 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 0 0 0 0 0
Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Apprch % 0 0 0 0 0 0 0 0 0 0 0 0
Total %
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1785
AGENDA ITEM NO. 13.
File Name : 06_CVS_Min_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Minnewawa Avenue
Shepherd Avenue
Shepherd Avenue
Minnewawa Avenue
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:45 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
1786
AGENDA ITEM NO. 13.
Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:
North Leg East Leg South Leg West Leg
Minnewawa Avenue Shepherd Avenue Minnewawa Avenue Shepherd Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0010 1
0000 0
0010 1
0000 0
0000 0
0000 0
0 0 2 02
North Leg East Leg South Leg West Leg
Minnewawa Avenue Shepherd Avenue Minnewawa Avenue Shepherd Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0 0 0 00
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Clovis
Minnewawa Avenue
Shepherd Avenue
PEDESTRIANS
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268
1787
AGENDA ITEM NO. 13.
Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000110 2
000011000000 2
000000000000 0
100000000000 1
001001120000 5
000000000000 0
010000000000 1
000000100000 1
1 1 1 0 1 2 2 2 0 1 1 0 12
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000010 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000010000 1
000000010010 2
Shepherd Avenue
TOTAL VOLUMES:
Minnewawa Avenue Shepherd Avenue Minnewawa Avenue Shepherd Avenue Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
Minnewawa Avenue Shepherd Avenue Minnewawa Avenue
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
Shepherd Avenue
Minnewawa Avenue
Clovis
BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268
1788
AGENDA ITEM NO. 13.
File Name : 07_CVS_Clo_Baron AM
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Baron Avenue
Weather: Clear
Groups Printed- Total Volume
Clovis Avenue
Southbound
Baron Avenue
Westbound
Clovis Avenue
Northbound
Baron Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 6
07:15 AM 0 2 0 2 0 0 0 0 11 2 0 13 0 0 0 0 15
07:30 AM 0 1 0 1 0 0 0 0 30 1 0 31 0 0 0 0 32
07:45 AM 0 0 0 0 0 0 0 0 23 0 0 23 0 0 0 0 23
Total 0 3 0 3 0 0 0 0 70 3 0 73 0 0 0 0 76
08:00 AM 0 0 0 0 0 0 0 0 19 0 0 19 0 0 0 0 19
08:15 AM 0 0 0 0 0 0 0 0 10 0 0 10 0 0 0 0 10
08:30 AM 0 0 0 0 0 0 0 0 19 0 0 19 0 0 0 0 19
08:45 AM 0 0 0 0 0 0 0 0 16 0 0 16 0 0 0 0 16
Total 0 0 0 0 0 0 0 0 64 0 0 64 0 0 0 0 64
Grand Total 0 3 0 3 0 0 0 0 134 3 0 137 0 0 0 0 140
Apprch % 0 100 0 0 0 0 97.8 2.2 0 0 0 0
Total % 0 2.1 0 2.1 0 0 0 0 95.7 2.1 0 97.9 0 0 0 0
Clovis Avenue
Southbound
Baron Avenue
Westbound
Clovis Avenue
Northbound
Baron Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 2 0 2 0 0 0 0 11 2 0 13 0 0 0 0 15
07:30 AM 0 1 0 1 0 0 0 0 30 1 0 31 0 0 0 0 32
07:45 AM 0 0 0 0 0 0 0 0 23 0 0 23 0 0 0 0 23
08:00 AM 0 0 0 0 0 0 0 0 19 0 0 19 0 0 0 0 19
Total Volume 0 3 0 3 0 0 0 0 83 3 0 86 0 0 0 0 89
% App. Total 0 100 0 0 0 0 96.5 3.5 0 0 0 0
PHF .000 .375 .000 .375 .000 .000 .000 .000 .692 .375 .000 .694 .000 .000 .000 .000 .695 Counts Unlimited, Inc.