Agenda packet — Atwater City Council, October 27, 2025 (part 2 of 2)

Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For: JLB Traffic Engineering, Inc. 516 W. Shaw Ave, Suite 103
800-975-6938 Phone/Fax Fresno, CA 93704
www.metrotrafficdata.com

STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 1 0 0 0 1 2 1 0 0 3 4
1:00 AM 0 0 0 0 0 0 1 0 0 1 1
2:00 AM 0 0 0 0 0 0 1 1 0 2 2
3:00 AM 0 0 0 0 0 0 2 1 0 3 3
4:00 AM 0 1 2 5 8 0 2 4 2 8 16
5:00 AM 2 1 0 3 6 3 5 3 5 16 22
6:00 AM 2 4 12 8 26 6 1 6 7 20 46
7:00 AM 10 16 17 10 53 9 10 14 14 47 100
8:00 AM 15 14 19 11 59 21 18 7 9 55 114
9:00 AM 10 6 7 7 30 7 10 10 3 30 60
10:00 AM 5 10 6 4 25 8 7 6 2 23 48
11:00 AM 5 9 5 10 29 10 6 0 9 25 54
12:00 PM 9 5 5 10 29 11 11 13 8 43 72
1:00 PM 11 8 13 8 40 6 9 8 7 30 70
2:00 PM 5 7 20 10 42 10 14 19 15 58 100
3:00 PM 16 16 12 10 54 18 18 16 12 64 118
4:00 PM 12 14 10 19 55 14 13 15 18 60 115
5:00 PM 16 19 14 17 66 10 20 16 19 65 131
6:00 PM 10 17 7 7 41 14 11 5 13 43 84
7:00 PM 10 17 10 6 43 13 7 10 11 41 84
8:00 PM 10 4 4 7 25 6 3 4 8 21 46
9:00 PM 8 6 4 2 20 5 5 4 3 17 37
10:00 PM 5 1 2 4 12 4 3 4 2 13 25
11:00 PM 2 1 0 1 4 1 2 0 0 3 7
668 691
AM% 34.6% AM Peak 123 7:30 am to 8:30 am AM P.H.F. 0.85 PM% 65.4% PM Peak 132 4:45 pm to 5:45 pm PM P.H.F. 0.85 24 Hour Count Report
Fruitland Ave 37.3640638
East of Chardonnay Way
Wednesday, August 27, 2025 Clear
-120.607904
2 Eastbound Westbound Hourly
Totals
Total 49.2% 50.8%
1359
0 10
20 30
40 50
60 70 # of vehicles
Time Period
Eastbound Westbound

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STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 0 0 0 0 0 0 2 0 0 2 2
1:00 AM 0 0 0 1 1 0 1 0 0 1 2
2:00 AM 0 0 0 0 0 0 0 1 0 1 1
3:00 AM 0 0 0 0 0 0 2 1 0 3 3
4:00 AM 0 0 2 4 6 0 2 5 3 10 16
5:00 AM 0 1 0 3 4 5 5 3 4 17 21
6:00 AM 2 2 8 8 20 6 3 6 8 23 43
7:00 AM 7 10 12 11 40 8 14 18 17 57 97
8:00 AM 15 14 17 9 55 22 20 8 8 58 113
9:00 AM 9 5 6 5 25 5 10 11 4 30 55
10:00 AM 6 5 5 4 20 7 5 6 4 22 42
11:00 AM 6 10 4 11 31 10 8 1 8 27 58
12:00 PM 7 5 3 9 24 6 9 15 10 40 64
1:00 PM 13 10 12 8 43 7 9 10 8 34 77
2:00 PM 6 11 16 7 40 8 15 16 14 53 93
3:00 PM 18 16 14 11 59 19 16 14 14 63 122
4:00 PM 16 14 8 19 57 16 11 13 18 58 115
5:00 PM 18 15 16 14 63 6 13 14 13 46 109
6:00 PM 12 17 7 11 47 12 10 6 9 37 84
7:00 PM 12 20 9 8 49 10 7 10 11 38 87
8:00 PM 5 5 7 6 23 7 3 4 5 19 42
9:00 PM 8 7 4 2 21 6 6 4 2 18 39
10:00 PM 4 2 3 3 12 3 4 4 0 11 23
11:00 PM 3 1 0 1 5 0 2 0 0 2 7
645 670
AM% 34.4% AM Peak 129 7:30 am to 8:30 am AM P.H.F. 0.87 PM% 65.6% PM Peak 122 3:00 pm to 4:00 pm PM P.H.F. 0.82 24 Hour Count Report
Fruitland Ave 37.3640724
West of Chardonnay Way
Wednesday, August 27, 2025 Clear
-120.6069317
2 Eastbound Westbound Hourly
Totals
Total 49.0% 51.0%
1315
0 10
20 30
40 50
60 70 # of vehicles
Time Period
Eastbound Westbound

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STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 1 1 0 0 2 1 0 0 0 1 3
1:00 AM 0 0 0 0 0 0 2 0 0 2 2
2:00 AM 0 0 0 0 0 1 0 0 1 2 2
3:00 AM 0 0 1 0 1 0 2 1 1 4 5
4:00 AM 0 1 2 8 11 0 3 2 1 6 17
5:00 AM 3 3 1 3 10 1 3 3 5 12 22
6:00 AM 3 4 14 10 31 8 1 2 4 15 46
7:00 AM 16 22 21 11 70 10 2 11 17 40 110
8:00 AM 17 18 17 16 68 19 14 9 7 49 117
9:00 AM 11 6 10 9 36 8 7 10 5 30 66
10:00 AM 9 13 3 5 30 11 11 5 4 31 61
11:00 AM 4 7 6 8 25 9 6 2 9 26 51
12:00 PM 12 5 4 8 29 12 12 7 11 42 71
1:00 PM 14 10 13 8 45 7 7 6 7 27 72
2:00 PM 9 6 17 7 39 17 8 22 17 64 103
3:00 PM 12 15 12 10 49 22 17 19 12 70 119
4:00 PM 12 11 8 14 45 13 14 17 21 65 110
5:00 PM 16 12 13 18 59 17 25 22 20 84 143
6:00 PM 9 14 7 6 36 15 14 9 10 48 84
7:00 PM 8 12 8 6 34 14 12 8 14 48 82
8:00 PM 13 4 4 8 29 5 4 3 10 22 51
9:00 PM 7 2 4 3 16 3 7 8 2 20 36
10:00 PM 3 0 2 4 9 3 3 2 3 11 20
11:00 PM 1 2 0 1 4 1 2 1 0 4 8
678 723
AM% 35.8% AM Peak 128 7:30 am to 8:30 am AM P.H.F. 0.89 PM% 64.2% PM Peak 143 5:00 pm to 6:00 pm PM P.H.F. 0.94 2 Eastbound Westbound Hourly
Totals
Total 48.4% 51.6%
1401
24 Hour Count Report
Fruitland Ave 37.3640817
w/o Capitola
Wednesday, August 27, 2025 Clear
-120.6010149
0 10
20 30
40 50
60 70
80 90 # of vehicles
Time Period
Eastbound Westbound

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STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 1 1 0 0 2 1 0 0 0 1 3
1:00 AM 0 0 0 0 0 0 2 0 0 2 2
2:00 AM 0 0 0 0 0 1 0 0 1 2 2
3:00 AM 0 1 1 0 2 0 2 1 1 4 6
4:00 AM 0 1 4 7 12 0 4 3 0 7 19
5:00 AM 4 1 2 4 11 1 2 2 5 10 21
6:00 AM 4 4 15 8 31 8 2 2 5 17 48
7:00 AM 17 22 16 10 65 10 4 14 17 45 110
8:00 AM 17 16 15 15 63 21 12 11 7 51 114
9:00 AM 11 7 13 8 39 7 8 10 5 30 69
10:00 AM 10 13 4 7 34 11 9 7 3 30 64
11:00 AM 6 7 9 6 28 9 9 5 10 33 61
12:00 PM 13 6 3 7 29 15 17 7 13 52 81
1:00 PM 13 9 12 9 43 9 9 9 10 37 80
2:00 PM 9 8 15 5 37 21 9 19 16 65 102
3:00 PM 13 13 13 9 48 24 16 21 12 73 121
4:00 PM 14 10 8 11 43 16 14 20 23 73 116
5:00 PM 18 11 13 20 62 19 21 21 19 80 142
6:00 PM 13 11 6 6 36 18 16 10 13 57 93
7:00 PM 7 12 10 7 36 20 14 10 14 58 94
8:00 PM 16 6 5 9 36 4 4 5 10 23 59
9:00 PM 7 8 4 3 22 2 8 8 2 20 42
10:00 PM 4 0 3 3 10 3 5 3 3 14 24
11:00 PM 1 4 1 1 7 1 3 1 0 5 12
696 789
AM% 34.9% AM Peak 123 7:30 am to 8:30 am AM P.H.F. 0.81 PM% 65.1% PM Peak 142 5:00 pm to 6:00 pm PM P.H.F. 0.91 2 Eastbound Westbound Hourly
Totals
Total 46.9% 53.1%
1485
24 Hour Count Report
Fruitland Ave 37.3640902
e/o Capitola
Wednesday, August 27, 2025 Clear
-120.6002465
0 10
20 30
40 50
60 70
80 90 # of vehicles
Time Period
Eastbound Westbound

Page 241 of 263 ends

STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 2 0 0 0 2 1 1 0 0 2 4
1:00 AM 0 0 0 1 1 0 0 0 0 0 1
2:00 AM 0 1 0 0 1 0 0 0 0 0 1
3:00 AM 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 0 0 0 0 0 0 1 1 2 4 4
5:00 AM 0 0 0 1 1 4 0 0 0 4 5
6:00 AM 2 0 0 1 3 2 4 4 2 12 15
7:00 AM 3 1 0 3 7 5 11 9 5 30 37
8:00 AM 5 3 6 4 18 6 5 9 5 25 43
9:00 AM 2 1 2 0 5 1 2 4 3 10 15
10:00 AM 2 6 0 3 11 0 9 1 5 15 26
11:00 AM 4 1 0 4 9 3 2 2 2 9 18
12:00 PM 7 5 1 2 15 4 3 5 5 17 32
1:00 PM 4 5 0 2 11 3 3 3 3 12 23
2:00 PM 7 5 3 2 17 4 2 4 4 14 31
3:00 PM 5 6 7 4 22 4 4 3 5 16 38
4:00 PM 6 4 5 3 18 4 2 5 3 14 32
5:00 PM 8 10 6 9 33 2 7 2 6 17 50
6:00 PM 6 6 3 10 25 2 5 4 2 13 38
7:00 PM 9 7 4 4 24 4 4 5 2 15 39
8:00 PM 1 2 4 5 12 7 1 1 3 12 24
9:00 PM 2 1 1 2 6 3 1 1 1 6 12
10:00 PM 1 2 2 2 7 1 2 1 1 5 12
11:00 PM 2 0 0 0 2 0 0 0 0 0 2
250 252
AM% 33.7% AM Peak 43 8:00 am to 9:00 am AM P.H.F. 0.72
PM% 66.3% PM Peak 50 5:00 pm to 6:00 pm PM P.H.F. 0.74
24 Hour Count Report
Chardonnay Way 37.3644475
North of Fruitland Ave
Wednesday, August 27, 2025 Clear
-120.6074195
2 Northbound Southbound Hourly
Totals
Total 49.8% 50.2%
502
0 5
10 15
20 25
30 35 # of vehicles
Time Period
Northbound Southbound

Page 242 of 263 ends

STREET LATITUDE

SEGMENT LONGITUDE

COLLECTION DATE WEATHER

NUMBER OF LANES
Hour 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total
12:00 AM 0 0 0 0 0 0 0 0 0 0 0
1:00 AM 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 0 0 0 0 0 0 0 0 0
3:00 AM 0 1 0 0 1 0 0 0 0 0 1
4:00 AM 0 0 2 1 3 0 1 1 1 3 6
5:00 AM 1 1 2 1 5 0 2 0 0 2 7
6:00 AM 1 0 2 2 5 0 1 1 5 7 12
7:00 AM 5 2 1 3 11 4 4 9 4 21 32
8:00 AM 2 3 1 2 8 4 3 5 3 15 23
9:00 AM 2 1 5 0 8 1 1 2 1 5 13
10:00 AM 3 2 1 3 9 2 0 2 0 4 13
11:00 AM 3 1 4 3 11 1 4 4 6 15 26
12:00 PM 2 1 0 1 4 4 5 1 4 14 18
1:00 PM 1 3 3 6 13 4 6 7 8 25 38
2:00 PM 4 2 5 3 14 8 1 4 4 17 31
3:00 PM 5 6 3 2 16 6 7 4 3 20 36
4:00 PM 4 2 3 6 15 5 3 6 11 25 40
5:00 PM 7 7 7 9 30 7 4 6 6 23 53
6:00 PM 5 2 3 3 13 4 7 5 6 22 35
7:00 PM 1 2 2 6 11 8 4 2 5 19 30
8:00 PM 5 2 1 5 13 1 0 2 4 7 20
9:00 PM 1 7 1 0 9 0 2 1 0 3 12
10:00 PM 1 0 1 0 2 0 2 1 1 4 6
11:00 PM 0 2 1 0 3 0 1 0 0 1 4
204 252
AM% 29.2% AM Peak 32 7:00 am to 8:00 am AM P.H.F. 0.80
PM% 70.8% PM Peak 55 4:45 pm to 5:45 pm PM P.H.F. 0.81
2 Northbound Southbound Hourly
Totals
Total 44.7% 55.3%
456
24 Hour Count Report
Capitola Ave 37.3637987
s/o Fruitland
Wednesday, August 27, 2025 Clear
-120.6006456
0 5
10 15
20 25
30 35 # of vehicles
Time Period
Northbound Southbound

Page 243 of 263 ends

www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 App | B
(559) 570-8991
Fruitland Multi-Way Stop Warrants
September 25, 2025
Appendix B: Warrants

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Fruitland Ave CRITICAL APPROACH SPEED: 36 CALC: DC DATE:

Chardonnay Way CHK: MA DATE:

Hour
0 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 17
18 19
20 21
22 23

SIGNAL WARRANT(S) MET YES X NO

YES X NO YES X NO

YES X NO

YES X NO
*
*To be utilized for speed limits grater than 40 MPH
Traffic Engineering, Transportation Planning & Parking Solutions

MULTI-WAY STOP WARRANT

WARRANT MET
30 23
25 0
MAJOR STREET:

MINOR STREET:
0 1
Volume
0 0
6 0
0 0
0 Volume
Year
Beginning Collisions Reported
5 15
MAJOR STREET (TOTAL OF BOTH APPROACHES) AT LEAST 300
(210*) TRIPS PER HOUR FOR ANY 8 HOURS?

CONDITION A - SIGNAL WARRANT(S) CONDITION B - COLLISIONS 0 0
0 0
0 0
0 0
0 0
0 0
0 Volume Volume
0 0
112
0 0
12 24
8 4
20 65
58 0
30 21
12 5
6 49
55 23
57 47
63 (559) 570 - 8991
HIGHEST 8 HOURS
516 W Shaw Ave., Ste. 103
Prepared By:

Jan-22
Jan-23
Jan-24
WHERE TRAFFIC SIGNALS ARE JUSTIFIED, THE MULTIWAY STOP IS AN INTERIM MEASURE THAT CAN BE

INSTALLED QUICKLY TO CONTROL TRAFFIC WHILE

ARRANGEMENTS ARE BEING MADE FOR THE
INSTALLATION OF THE TRAFFIC CONTROL SIGNAL.

HIGHEST MINOR STREET (TOTAL OF BOTH APPROACHES) AT
LEAST 200 (140*) TRIPS PER HOUR FOR THE SAME 8 HOURS?
CONDITION D - 80% OF THE MINIMUM VALUES OF
CRITERIA B, C.1, C.2
Fresno, CA 93704

AND WITH AN AVERAGE DELAY TO THE MINOR-STREET
VEHICULAR TRAFFIC OF AT LEAST 30 SEC. DURING THE HIGHEST HOUR. (XX) = VOLUMES FROM > 40 MPH

WARRANT MET
[email protected]
www.JLBtraffic.com

WHERE NO SINGLE CRITERION IS SATISFIED, BUT WHERE
CRITERIA B, C.1, AND C.2 ARE ALL SATISFIED TO 80 PERCENT OF THE MINIMUM VALUES. CRITERION C.3 IS EXCLUDED FROM
THIS CONDITION.
09/12/25
09/23/25
17 12
14 16
2 3
14 20
40 87
110
55 43
56 67
Volume
40 Chardonnay Way
SB Approach
3 8
WB Approach
Chardonnay Way
1 43
139
65 84
135
NB Approach
2 3
18 Total Volume Both
Approaches
Total Volume Both
Approaches
3 Intersection
Approach Totals
Volume
2 Chardonnay Way
3 0
17 13
12 2
5 0
0 0
5 0
38 25
17 13
30 131
145
103
105
56 44
8 128
90 90
44 15
117
117
24 30
12 30
25 10
15 9
55 43
85 16
20 52
25 10 25
20 31
14 21
60 65
15 9
14 14
16 98
123
58 64
41 17
12 COUNT DATE:

Volume
2 0
0 0
4 4
2 4
2 EB Approach
08/27/25

FIVE OR MORE REPORTED
COLLISIONS IN A 12-MONTH PERIOD

THAT ARE SUSCEPTIBLE TO

CORRECTION BY A MULTI-WAY
STOP INSTALLATION. SUCH
INCLUDES RIGHT-TURN AND LEFTTURN COLLISIONS AS WELL AS RIGHT-ANGLE COLLISIONS.
43 40
59 12
17 6
13 3

WARRANT MET
Fruitland Ave Fruitland Ave Fruitland Ave
4 0

CONDITION C - MINIMUM VOLUMES
73 47

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California MUTCD 2014 Edition Page 844
(FHWA'S MUTCD 2009 Edition, as amended for use in California) Signal Warrant Analysis

COUNT DATE

CALC DATE

CHK DATE
Major St: Critical Approach Speed 36 MPH
Minor St:

Critical speed of major street traffic > 64 km/h (40 mph)……………… or RURAL (R)
In built up area of isolated community of < 10,000 population ………..

URBAN (U)
WARRANT 1 - Eight Hour Vehicular Volume SATISFIED YES NO (Condition A or Condition B or combination of A and B must be satisfied) Condition A - Minimum Vehicle Volume 100% SATISFIED YES NO 80 % SATISFIED YES NO
Fruitland Ave
Chardonnay Way
(80% SHOWN IN BRACKETS)

MINIMUM REQUIREMENTS
DC
MA
09/12/25
09/23/25
08/27/25
Merced
Figure 4C-101 (CA). Traffic Signal Warrants Worksheet
005

DIST CO RTE KPM

N/A N/A
Hour
Condition B - Interruption of Continuous Traffic 100% SATISFIED YES NO 80 % SATISFIED YES NO
90 (280)
Minor Street
17 15
(84) (160) (112) 17 13 15
87 123

MINIMUM REQUIREMENTS
(120)
105 30 25
Both Approaches
128
13 (336) 98 90
(80% SHOWN IN BRACKETS)
150 200 140 14
14 16 14
16 30 25
Highest Approach 14
Major Street (480) 90
420 123
117
500 350
(400) 110
600 87 110 98 117 128 90
1 U R
7:00 AM8:00 AM2:00 PM5:00 PM6:00 PM
2 or More 3:00 PM
7:00 PM

APPROACH LANES
U R
4:00 PM
Hour
The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of Conditions A & B SATISFIED YES NO
www.JLBtraffic.com 516 W. Shaw Ave., Ste. 103
Fresno, CA 93704
[email protected] (559) 570 - 8991
4:00 PM5:00 PM

TWO WARRANTS SATISFIED
80%
90 13 15
90 90
13 15
110 98 123
128
117
90 6:00 PM7:00 PM
1 2 or More
R

2. INTERRUPTION OF CONTINUOUS TRAFFIC
14 75 53 100 70

REQUIREMENT
Minor Street (42) (80) 30 25 14 16
30 25
Yes
(60) (56) 17

WARRANT FULFILLED
No

1. MINIMUM VEHICULAR VOLUME
525 900 630 98 123
U
(600) (720) (504) 87
7:00 AM8:00 AM2:00 PM3:00 PM
U R
750 110 117
Major Street
Highest Approach
(420)
14 16 14 17
128

APPROACH LANES
Both Approaches 87
2

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8:00 AM 3:00 PM 4:00 PM 5:00 PM
Volume Volume Volume Volume
DC 09/12/25
MA 09/23/25
(Total of Both Approaches)
Satisfied: Yes No
Source: California Manual of Uniform Traffic Control Devices (CA MUTCD 2014 Edition) 25 16 14 17
110 123 117 128
2 or More
Lanes & 2
or More
Lanes
Major Street
(Higher Volume Approach)
1 Lane
&
1 Lane
2 or More
Lanes &
1 Lane
Minor Street

1. Chardonnay Way / Fruitland Ave
Warrant 2: Four-Hour Vehicular Volume (Urban)
Existing Traffic Conditions
Part 4: Highway Traffic Signals
November 7, 2014
Calculated By: Date:

Checked By: Date:

Chapter 4C: Traffic Control Signal Needs Studies
2 www.JLBTraffic.com
[email protected]
516 W Shaw Ave., Ste 103
Fresno, CA 93704 .
(559) 570-8991 .

Page 247 of 263 ends

516 W. Shaw Ave., Ste. 103
www.JLBtraffic.com Fresno, CA 93704
[email protected] (559) 570-8991
Warrant 3: Peak Hour (Urban)
Existing Traffic Conditions

1. Fruitland Avenue / Chardonnay Way
AM (PM) Peak Hour
AM Peak Hour – Signal Warrant is Not Met
PM Peak Hour – Signal Warrant is Not Met
Source: California Manual of Uniform Traffic Control Devices (CA MUTCD 2014 Edition) Chapter 4C: Traffic Control Signal Needs Studies
Part 4: Highway Traffic Signals
November 7, 2014
Chardonnay
Way
Highest
Approach
Volume =
25 (14) VPH
Fruitland Avenue Total of Both Approaches =
119 (132) VPH

Page 248 of 263 ends

Fruitland Ave CRITICAL APPROACH SPEED: 39 CALC: DC DATE:

Capitola Ave CHK: MA DATE:

Hour
0 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 17
18 19
20 21
22 23

SIGNAL WARRANT(S) MET YES X NO

YES X NO YES X NO

YES X NO

YES X NO
*
*To be utilized for speed limits grater than 40 MPH
Traffic Engineering, Transportation Planning & Parking Solutions

MULTI-WAY STOP WARRANT

WARRANT MET
30 30
33 9
MAJOR STREET:

MINOR STREET:
2 0
Volume
0 1
11 0
0 0
3 Volume
Year
Beginning Collisions Reported
0 0
MAJOR STREET (TOTAL OF BOTH APPROACHES) AT LEAST 300
(210*) TRIPS PER HOUR FOR ANY 8 HOURS?

CONDITION A - SIGNAL WARRANT(S) CONDITION B - COLLISIONS 3 2
8 8
9 11
4 13
14 16
15 30
13 Volume Volume
11 13
118
0 1
0 29
12 10
31 74
69 0
0 16
9 4
0 34
68 29
45 36
59 (559) 570 - 8991
HIGHEST 8 HOURS
516 W Shaw Ave., Ste. 103
Prepared By:

Jan-22
Jan-23
Jan-24
1 WHERE TRAFFIC SIGNALS ARE JUSTIFIED, THE MULTIWAY STOP IS AN INTERIM MEASURE THAT CAN BE

INSTALLED QUICKLY TO CONTROL TRAFFIC WHILE

ARRANGEMENTS ARE BEING MADE FOR THE
INSTALLATION OF THE TRAFFIC CONTROL SIGNAL.

HIGHEST MINOR STREET (TOTAL OF BOTH APPROACHES) AT
LEAST 200 (140*) TRIPS PER HOUR FOR THE SAME 8 HOURS?
CONDITION D - 80% OF THE MINIMUM VALUES OF
CRITERIA B, C.1, C.2
Fresno, CA 93704

AND WITH AN AVERAGE DELAY TO THE MINOR-STREET
VEHICULAR TRAFFIC OF AT LEAST 30 SEC. DURING THE HIGHEST HOUR. (XX) = VOLUMES FROM > 40 MPH

WARRANT MET
[email protected]
www.JLBtraffic.com

WHERE NO SINGLE CRITERION IS SATISFIED, BUT WHERE
CRITERIA B, C.1, AND C.2 ARE ALL SATISFIED TO 80 PERCENT OF THE MINIMUM VALUES. CRITERION C.3 IS EXCLUDED FROM
THIS CONDITION.
09/12/25
09/23/25
0 0
0 0
2 5
18 20
48 115
119
66 60
58 81
Volume
70 Capitola Ave
SB Approach
4 7
WB Approach
Capitola Ave
2 57
138
69 85
127
NB Approach
2 6
21 Total Volume Both
Approaches
Total Volume Both
Approaches
1 Intersection
Approach Totals
Volume
2 Capitola Ave
3 1
0 0
0 2
3 5
5 11
2 3
36 23
30 13
25 133
169
106
103
65 45
9 139
93 92
52 11
118
126
25 37
5 11
8 8
9 11
51 52
95 10
17 53
0 0 36
30 25
0 23
73 80
0 0
15 14
16 104
122
65 73
58 4
13 COUNT DATE:

Volume
0 0
0 0
0 0
0 3
2 EB Approach
08/27/25

FIVE OR MORE REPORTED
COLLISIONS IN A 12-MONTH PERIOD

THAT ARE SUSCEPTIBLE TO

CORRECTION BY A MULTI-WAY
STOP INSTALLATION. SUCH
INCLUDES RIGHT-TURN AND LEFTTURN COLLISIONS AS WELL AS RIGHT-ANGLE COLLISIONS.
45 39
49 13
20 9
14 5

WARRANT MET
Fruitland Ave Fruitland Ave Fruitland Ave
5 0

CONDITION C - MINIMUM VOLUMES
82 45

Page 249 of 263 ends

California MUTCD 2014 Edition Page 844
(FHWA'S MUTCD 2009 Edition, as amended for use in California) Signal Warrant Analysis

COUNT DATE

CALC DATE

CHK DATE
Major St: Critical Approach Speed 39 MPH
Minor St:

Critical speed of major street traffic > 64 km/h (40 mph)……………… or RURAL (R)
In built up area of isolated community of < 10,000 population ………..

MINIMUM REQUIREMENTS
DC
MA
09/12/25
09/23/25
08/27/25
Merced
Figure 4C-101 (CA). Traffic Signal Warrants Worksheet
005

DIST CO RTE KPM

N/A N/A
Hour
Condition B - Interruption of Continuous Traffic 100% SATISFIED YES NO 80 % SATISFIED YES NO
92 (280)
Minor Street
30 11
(84) (160) (112) 30 13 11
115 122

MINIMUM REQUIREMENTS
(120)
105 11 8
Both Approaches
139
13 (336) 104 93
(80% SHOWN IN BRACKETS)
150 200 140 14
14 16 15
16 11 8
Highest Approach 15
Major Street (480) 92
420 122
118
500 350
(400) 119
600 115 119 104 118 139 93
1 U R
7:00 AM8:00 AM2:00 PM5:00 PM6:00 PM
2 or More 3:00 PM
7:00 PM

APPROACH LANES
U R
4:00 PM
Hour
The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of Conditions A & B SATISFIED YES NO
www.JLBtraffic.com 516 W. Shaw Ave., Ste. 103
Fresno, CA 93704
[email protected] (559) 570 - 8991
4:00 PM5:00 PM

TWO WARRANTS SATISFIED
80%
92 13 11
93 92
13 11
119 104 122
139
118
93 6:00 PM7:00 PM
1 2 or More
R

2. INTERRUPTION OF CONTINUOUS TRAFFIC
15 75 53 100 70

REQUIREMENT
Minor Street (42) (80) 11 8 14 16
11 8
Yes
(60) (56) 30

WARRANT FULFILLED
No

1. MINIMUM VEHICULAR VOLUME
525 900 630 104 122
U
(600) (720) (504) 115
7:00 AM8:00 AM2:00 PM3:00 PM
U R
750 119 118
Major Street
Highest Approach
(420)
14 16 15 30
139

APPROACH LANES
Both Approaches 115
2

Page 250 of 263 ends

8:00 AM 3:00 PM 4:00 PM 5:00 PM
Volume Volume Volume Volume
DC 09/12/25
MA 09/23/25
(Total of Both Approaches)
Satisfied: Yes No
Source: California Manual of Uniform Traffic Control Devices (CA MUTCD 2014 Edition) 8 16 15 30
119 122 118 139
2 or More
Lanes & 2
or More
Lanes
Major Street
(Higher Volume Approach)
1 Lane
&
1 Lane
2 or More
Lanes &
1 Lane
Minor Street

2. Capitola Ave / Fruitland Ave
Warrant 2: Four-Hour Vehicular Volume (Urban)
Existing Traffic Conditions
Part 4: Highway Traffic Signals
November 7, 2014
Calculated By: Date:

Checked By: Date:

Chapter 4C: Traffic Control Signal Needs Studies
2 www.JLBTraffic.com
[email protected]
516 W Shaw Ave., Ste 103
Fresno, CA 93704 .
(559) 570-8991 .

Page 251 of 263 ends

516 W. Shaw Ave., Ste. 103
www.JLBtraffic.com Fresno, CA 93704
[email protected] (559) 570-8991
Warrant 3: Peak Hour (Urban)
Existing Traffic Conditions

2. Fruitland Avenue / Capitola Avenue
AM (PM) Peak Hour
AM Peak Hour – Signal Warrant is Not Met
PM Peak Hour – Signal Warrant is Not Met
Source: California Manual of Uniform Traffic Control Devices (CA MUTCD 2014 Edition) Chapter 4C: Traffic Control Signal Needs Studies
Part 4: Highway Traffic Signals
November 7, 2014
Capitola
Avenue
Highest
Approach
Volume =
9 (30) VPH
Fruitland Avenue Total of Both Approaches =
131 (139) VPH

Page 252 of 263 ends

www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 App | C
(559) 570-8991
Fruitland Multi-Way Stop Warrants
September 25, 2025
Appendix C: Supplemental Information

Page 253 of 263 ends

Case Listing

Page 157 ends

Report run on: 9/11/2025 252901 2022 - Av. 2024 Crashes in the City of Atwater, Merced Co.Total Count: 881 City ATWATER County MERCED Population 3 Rpt Dist 4 004 Beat Type CalTrans Dist Badge 723 Crash Date 20230817 Time 1515 Day THU Primary Crash Factor R-O-W AUTO Violation 21802A Crash Type BROADSIDE Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20230927
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting Ped Action Cntrl Dev DAYLIGHT NT PRS/FCTR Loc Type Ramp/Int Latitude 37.35529 Longitude 120.61378 Local Rpt # 23-02702 Case ID 9621654 Primary Rd WINTON WY Distance(ft)I Direction Secondary Rd NCIC State Hwy? Postmile Prefix HEIGHTS AV 2401 N Route Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type
Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected
1F DRVR 33 F H HNBD LFT TURN E A 0100 - 2007 - 3 N - M G2 DRVR 18 M H HNBD PROC ST N D 7200 - 2011 - 3 N - M G City ATWATER County MERCED Population 3 Rpt Dist 1 001 Beat Type CalTrans Dist Badge 738 Crash Date 20230820 Time 1135 Day SUN Primary Crash Factor IMPROP TURN Violation 22107 Crash Type HIT OBJECT Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20230926
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With FIXED OBJ Lighting Ped Action Cntrl Dev DAYLIGHT NT PRS/FCTR Loc Type Ramp/Int Latitude 37.36408 Longitude 120.60064 Local Rpt # 23-02735 Case ID 9620217 Primary Rd FRUITLAND AV Distance(ft)100 Direction Secondary Rd NCIC State Hwy? Postmile Prefix E CAPITOLA AV 2401 N Route Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type
Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected
1F DRVR 85 F B HNBD UNS TURN E A 0100 - 2013 - 3 N - M G City ATWATER County MERCED Population 3 Rpt Dist 4 004 Beat Type CalTrans Dist Badge 738 Crash Date 20230825 Time 1450 Day FRI Primary Crash Factor R-O-W AUTO Violation 21802A Crash Type BROADSIDE Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20230926
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting Ped Action Cntrl Dev DAYLIGHT FNCTNG Loc Type Ramp/Int Latitude 37.34344 Longitude 120.59956 Local Rpt # 23-02791 Case ID 9620218 Primary Rd CALIFORNIA ST Distance(ft)I Direction Secondary Rd NCIC State Hwy? Postmile Prefix BROADWAY AV 2401 N Route Postmile Side of Hwy

Page 157 of 290 ends

Page 254 of 263 ends

Metro Traffic Data Inc. Prepared For:
310 N. Irwin Street - Suite 20 JLB Traffic Engineering, Inc.

Hanford, CA 93230 516 W. Shaw Ave, Suite 103
Fresno, CA 93704
800-975-6938 Phone/Fax
www.metrotrafficdata.com
ROAD NAME:

LIMITS:

LATITUDE:

LONGITUDE:

DATES/TIMES:

DIRECTION:
85% SPEED
10 mph PACE
AVG. SPEED

POSTED SPEED
X
X
X
X

X X X X
X
X

X X X X X X
X X X

X X X X
X X

X X X X X X X X

X X X X X
X X

X X X X X X

X X X X X X
X X X
X X X
X X
X X
TOTAL:

Page 1 of 3 ends

11 0
0 0
0 0
MPH
55 54
53 23 - 32 MPH
28 MPH
30 MPH
52 51
0 0
0 0
0 50
49 48
47 46
45 44
43 42
41 40
39 38
37 36
35 34
33 32
31 30
29 28
27 26
25 24
23 22
21 20
19 18
17 16
10 15
14 13
12 0
0 0
0 0
1 0
2 1
1 1
4 0
5 2
6 6
3 34
2 1
1 3
4 0
0 0
0 12:05 to 14:05
w/o Chardonnay Way
3 8
62 Speed Survey

37.3640667
Westbound
Fruitland Ave
0 0
0 0
6 0
2 -120.6085348
8/25/2025
0 10
20 30
40 50
60 70
80 90
100
Percentile
Speed (MPH)
speed curve

Page 255 of 263 ends

Metro Traffic Data Inc. Prepared For:
310 N. Irwin Street - Suite 20 JLB Traffic Engineering, Inc.

Hanford, CA 93230 516 W. Shaw Ave, Suite 103
Fresno, CA 93704
800-975-6938 Phone/Fax
www.metrotrafficdata.com
ROAD NAME:

LIMITS:

LATITUDE:

LONGITUDE:

DATES/TIMES:

DIRECTION:
85% SPEED
10 mph PACE
AVG. SPEED

POSTED SPEED
X
X X
X X X

X X X X X

X X X X

X X X X X X X X X

X X X X X

X X X X X X X

X X X X

X X X X X
X X X
X X
X X

X X X X
X
X
TOTAL:

Page 2 of 3 ends

10 0
14 1
62 13 0
12 0
11 16 0
17 0
15 0
0 19 0
20 1
18 0
22 2
23 2
21 4
25 5
26 4
24 3
28 5
29 9
27 7
31 4
32 5
30 4
34 2
35 0
33 3
37 0
38 0
36 1
40 0
41 0
39 0
43 0
44 0
42 0
46 0
45 0
47 0
51 0
50 0
48 0
49 0
55 0
54 0
53 0
52 0
MPH
Eastbound
32 24 - 33 MPH
28 MPH
30 MPH
12:05 to 14:05
Speed Survey
Fruitland Ave
w/o Chardonnay Way

37.3640667
-120.6085348
8/25/2025
0 10
20 30
40 50
60 70
80 90
100
Percentile
Speed (MPH)
speed curve

Page 256 of 263 ends

Metro Traffic Data Inc. Prepared For:
310 N. Irwin Street - Suite 20 JLB Traffic Engineering, Inc.

Hanford, CA 93230 516 W. Shaw Ave, Suite 103
Fresno, CA 93704
800-975-6938 Phone/Fax
www.metrotrafficdata.com
ROAD NAME:

LIMITS:

LATITUDE:

LONGITUDE:

DATES/TIMES:

DIRECTION:
85% SPEED
10 mph PACE
AVG. SPEED

POSTED SPEED
X
X
X
X

X X X X X
X
X X X
X X X

X X X X X X X X X X X

X X X X X X X

X X X X X X X X

X X X X X X X X X X X

X X X X X X X X X X X X X

X X X X X X X X X X X X

X X X X X X

X X X X X X X X X X X

X X X X X X X X X

X X X X X

X X X X X X
X
X X
X
TOTAL:

Page 3 of 3 ends

10 0
14 1
124
13 0
12 0
11 16 0
17 0
15 0
0 19 2
20 1
18 0
22 5
23 5
21 6
25 11
26 6
24 9
28 13
29 11
27 12
31 7
32 11
30 8
34 3
35 1
33 3
37 1
38 1
36 5
40 0
41 0
39 1
43 0
44 0
42 0
46 0
45 1
47 0
51 0
50 0
48 0
49 0
55 0
54 0
53 0
52 0
MPH
Westbound + Eastbound
32 23 - 32 MPH
28 MPH
30 MPH / 30 MPH
12:05 to 14:05
Speed Survey
Fruitland Ave
w/o Chardonnay Way

37.3640667
-120.6085348
8/25/2025
0 10
20 30
40 50
60 70
80 90
100
Percentile
Speed (MPH)
speed curve

Page 257 of 263 ends

Metro Traffic Data Inc. Prepared For:
310 N. Irwin Street - Suite 20 JLB Traffic Engineering, Inc.

Hanford, CA 93230 516 W. Shaw Ave, Suite 103
Fresno, CA 93704
800-975-6938 Phone/Fax
www.metrotrafficdata.com
ROAD NAME:

LIMITS:

LATITUDE:

LONGITUDE:

DATES/TIMES:

DIRECTION:
85% SPEED
10 mph PACE
AVG. SPEED

POSTED SPEED
X
X X
X
X
X X X
X X
X X X
X X

X X X X X

X X X X X X X X

X X X X

X X X X X X X X X X X X

X X X X X X X X

X X X X

X X X X X X X X

X X X X X
X X

X X X X
X X
X
X
X
TOTAL:

Page 1 of 3 ends

Fruitland Ave
0 0
0 8
4 0
0 -120.6046161
8/26/2025
14:00 to 16:00
btwn Chardonnay/Capitola
1 8
80 Speed Survey

37.3640773
Westbound
36 1
2 5
12 8
1 0
2 0
0 5
2 4
2 1
1 4
1 3
2 3
0 0
0 0
0 0
20 19
18 17
16 10
15 14
13 12
26 25
24 23
22 21
32 31
30 29
28 27
38 37
36 35
34 33
44 43
42 41
40 39
50 49
48 47
46 45
52 51
0 0
0 0
0 25 - 34 MPH
31 MPH
N.P. MPH
MPH
55 54
53 11
0 0
0 0
0 0
10 20
30 40
50 60
70 80
90 100
Percentile
Speed (MPH)
speed curve

Page 258 of 263 ends

Metro Traffic Data Inc. Prepared For:
310 N. Irwin Street - Suite 20 JLB Traffic Engineering, Inc.

Hanford, CA 93230 516 W. Shaw Ave, Suite 103
Fresno, CA 93704
800-975-6938 Phone/Fax
www.metrotrafficdata.com
ROAD NAME:

LIMITS:

LATITUDE:

LONGITUDE:

DATES/TIMES:

DIRECTION:
85% SPEED
10 mph PACE
AVG. SPEED

POSTED SPEED
X
X X
X X
X
X

X X X X X
X X X
X X X
X X X

X X X X X X X X X

X X X X

X X X X X X

X X X X

X X X X X X X X X

X X X X

X X X X
X
TOTAL:

Page 2 of 3 ends

14:00 to 16:00
Speed Survey
Fruitland Ave
btwn Chardonnay/Capitola

37.3640773
-120.6046161
8/26/2025
Eastbound
35 26 - 35 MPH
30 MPH
30 MPH
52 0
MPH
55 0
54 0
53 0
51 0
50 0
48 0
49 0
46 0
45 0
47 0
43 0
44 0
42 1
40 2
41 0
39 2
37 0
38 1
36 1
34 3
35 5
33 3
31 9
32 3
30 9
28 6
29 4
27 4
25 4
26 9
24 4
22 0
23 0
21 0
0 19 0
20 1
18 0
16 0
17 0
15 0
10 0
14 0
71 13 0
12 0
11 0
10 20
30 40
50 60
70 80
90 100
Percentile
Speed (MPH)
speed curve

Page 259 of 263 ends

Metro Traffic Data Inc. Prepared For:
310 N. Irwin Street - Suite 20 JLB Traffic Engineering, Inc.

Hanford, CA 93230 516 W. Shaw Ave, Suite 103
Fresno, CA 93704
800-975-6938 Phone/Fax
www.metrotrafficdata.com
ROAD NAME:

LIMITS:

LATITUDE:

LONGITUDE:

DATES/TIMES:

DIRECTION:
85% SPEED
10 mph PACE
AVG. SPEED

POSTED SPEED
X
X X X
X X X
X X X

X X X X
X X

X X X X

X X X X X X X

X X X X X X X X

X X X X X X X X X X X

X X X X X X X

X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X

X X X X X X X X

X X X X X X X X X X X X X X

X X X X X X X X X

X X X X X X X X X X X

X X X X X X X X

X X X X X X
X
X
X
X
TOTAL:

Page 3 of 3 ends

14:00 to 16:00
Speed Survey
Fruitland Ave
btwn Chardonnay/Capitola

37.3640773
-120.6046161
8/26/2025
Westbound + Eastbound
35 25 - 34 MPH
31 MPH
N.P. MPH / 30 MPH
52 0
MPH
55 0
54 0
53 0
51 0
50 0
48 0
49 0
46 0
45 0
47 0
43 0
44 1
42 3
40 3
41 0
39 3
37 2
38 4
36 4
34 8
35 7
33 11
31 21
32 7
30 17
28 14
29 8
27 9
25 8
26 11
24 6
22 1
23 1
21 1
0 19 0
20 1
18 0
16 0
17 0
15 0
10 0
14 0
151
13 0
12 0
11 0
10 20
30 40
50 60
70 80
90 100
Percentile
Speed (MPH)
speed curve

Page 260 of 263 ends

Metro Traffic Data Inc. Prepared For:
310 N. Irwin Street - Suite 20 JLB Traffic Engineering, Inc.

Hanford, CA 93230 516 W. Shaw Ave, Suite 103
Fresno, CA 93704
800-975-6938 Phone/Fax
www.metrotrafficdata.com
ROAD NAME:

LIMITS:

LATITUDE:

LONGITUDE:

DATES/TIMES:

DIRECTION:
85% SPEED
10 mph PACE
AVG. SPEED

POSTED SPEED
X

X X X X
X
X X X

X X X X
X X

X X X X

X X X X X X X

X X X X X X X X

X X X X X X X

X X X X

X X X X X X X

X X X X X X X X

X X X X
X
X
X X
X X X
X
X
TOTAL:

Page 1 of 3 ends

11 0
0 0
0 0
MPH
55 54
53 30 - 39 MPH
34 MPH
30 MPH
52 51
0 0
0 0
0 50
49 48
47 46
45 44
43 42
41 40
39 38
37 36
35 34
33 32
31 30
29 28
27 26
25 24
23 22
21 20
19 18
17 16
10 15
14 13
12 0
0 0
0 0
0 3
4 4
2 4
7 0
1 2
3 1
0 39
0 8
7 7
8 1
0 4
1 09:10 to 11:10
e/o Capitola
0 1
77 Speed Survey

37.3640965
Westbound
Fruitland Ave
0 0
0 4
4 1
0 -120.599528
8/25/2025
0 10
20 30
40 50
60 70
80 90
100
Percentile
Speed (MPH)
speed curve

Page 261 of 263 ends

Metro Traffic Data Inc. Prepared For:
310 N. Irwin Street - Suite 20 JLB Traffic Engineering, Inc.

Hanford, CA 93230 516 W. Shaw Ave, Suite 103
Fresno, CA 93704
800-975-6938 Phone/Fax
www.metrotrafficdata.com
ROAD NAME:

LIMITS:

LATITUDE:

LONGITUDE:

DATES/TIMES:

DIRECTION:
85% SPEED
10 mph PACE
AVG. SPEED

POSTED SPEED
X
X X
X X X
X X X

X X X X X
X X X
X X X

X X X X X

X X X X X X X
X X

X X X X X X X

X X X X X X
X X

X X X X X X

X X X X X X X X X X
X X

X X X X
X X
X
X X
X
TOTAL:

Page 2 of 3 ends

10 0
14 0
77 13 0
12 0
11 16 0
17 0
15 0
0 19 0
20 0
18 0
22 0
23 0
21 1
25 1
26 2
24 2
28 4
29 0
27 0
31 10
32 6
30 2
34 6
35 7
33 2
37 7
38 5
36 2
40 3
41 5
39 3
43 3
44 2
42 3
46 0
45 0
47 1
51 0
50 0
48 0
49 0
55 0
54 0
53 0
52 0
MPH
Eastbound
41 31 - 40 MPH
35 MPH
N.P. MPH
09:10 to 11:10
Speed Survey
Fruitland Ave
e/o Capitola

37.3640965
-120.599528
8/25/2025
0 10
20 30
40 50
60 70
80 90
100
Percentile
Speed (MPH)
speed curve

Page 262 of 263 ends

Metro Traffic Data Inc. Prepared For:
310 N. Irwin Street - Suite 20 JLB Traffic Engineering, Inc.

Hanford, CA 93230 516 W. Shaw Ave, Suite 103
Fresno, CA 93704
800-975-6938 Phone/Fax
www.metrotrafficdata.com
ROAD NAME:

LIMITS:

LATITUDE:

LONGITUDE:

DATES/TIMES:

DIRECTION:
85% SPEED
10 mph PACE
AVG. SPEED

POSTED SPEED
X
X X X
X X X

X X X X X X X

X X X X X X

X X X X X X X

X X X X X X X X X X X

X X X X X X X X X

X X X X X X X X X X X X X X X

X X X X X X X X X X X X X

X X X X X X

X X X X X X X X X X

X X X X X X X X X X X X X X X X X

X X X X X X X X X X

X X X X

X X X X X
X

X X X X

X X X X
X X X
X
X
TOTAL:

Page 3 of 3 ends

10 0
14 0
154
13 0
12 0
11 16 0
17 0
15 0
0 19 0
20 1
18 0
22 0
23 0
21 1
25 4
26 4
24 3
28 5
29 4
27 1
31 17
32 10
30 10
34 13
35 15
33 6
37 11
38 7
36 9
40 6
41 6
39 7
43 3
44 3
42 7
46 0
45 0
47 1
51 0
50 0
48 0
49 0
55 0
54 0
53 0
52 0
MPH
Westbound + Eastbound
40 30 - 39 MPH
34 MPH
30 MPH / N.P. MPH
09:10 to 11:10
Speed Survey
Fruitland Ave
e/o Capitola

37.3640965
-120.599528
8/25/2025
0 10
20 30
40 50
60 70
80 90
100
Percentile
Speed (MPH)
speed curve

Page 263 of 263 ends

Atwater City CouncilOctober 27, 2025

Atwater City Council
October 27, 2025