Vista City Council
September 12, 2023

ACTION:
____________________________
Clerk/Secretary
Department: Engineering Item No: D1
Prepared by:

Husam Hasenin, Traffic Engineering
Division Manager Meeting Date: September 12, 2023
Approved by:

Greg Mayer, Acting Director of Engineering
John Conley, City Manager Agenda Location: Discussion
SUBJECT: W. BOBIER DRIVE ROUNDABOUTS
RECOMMENDATION: Discuss a complete streets concept on W. Bobier Drive between N. Santa Fe Avenue and W. Knapp Drive and provide direction to staff. The concept consists of travel lane reduction from four to two; installation of roundabouts at the easterly Bobier Elementary School driveway, Dorsey Way and W. Knapp Drive; and the installation of a raised median.

CORRELATION TO CITY COUNCIL GOALS: Traffic: Continue to improve flow of traffic for all forms of travel, reduce congestion, and improve our roads and sidewalks.

PRIOR ACTION: None.

PRIOR TRAFFIC COMMISSION ACTION: None.

STATEMENT ON THE SUBJECT: W. Bobier Drive has a long history of traffic safety issues and resident complaints about speeding and difficulty crossing. The segment of W. Bobier Drive between N. Santa Fe Avenue and W. Knapp Drive has had two fatal accidents in the past eight years, one of which involved a pedestrian. In addition, Bobier Elementary School is located along this segment of W. Bobier Drive. A few years ago, staff developed a complete streets concept designed to calm traffic and improve safety.

However, funding has not been identified and the concept has not materialized into a project.

The Vista Unified School District (VUSD) is currently in the design phase of a major reconstruction of the Bobier Elementary School site. As part of their design process, VUSD approached the City and discussed the ongoing traffic issues and asked for input on the best configuration of the street segment in front of the school. Staff shared the complete streets concept with VUSD and their consultants and there was a consensus that the concept is the preferred option to improve traffic safety and facilitate pedestrian access and school traffic.

As a result, staff further developed the original concept as shown in Exhibit 1. The concept consists of the following elements:

1.Reducing the number travel lanes from four to two.

2.Installation of roundabouts at the easterly Bobier Elementary School driveway, Dorsey Way and W.

Knapp Drive.

3.Installation of a raised median.

AGENDA
REPORT

CITY COUNCIL

COMMUNITY DEVELOPMENT COMMISSION

SUCCESSOR AGENCY

BUENA SANITATION DISTRICT

JOINT POWERS FINANCING AUTHORITY
Approved the proposed complete streets concepts on W. Bobier Drive between N. Santa Fe Avenue and W. Knapp Drive, with two roundabouts (at Dorsey Way and W. Knapp Dr.) and one traffic light (in front of Bobier Elementary School).

Vote: 4-1 (Mayor Franklin opposed)

MEETING DATE: September 12, 2023
PAGE 2
SUBJECT: W. BOBIER DRIVE ROUNDABOUTS
Roundabouts require vehicles to slow down as they traverse them and they reduce conflict points between roadway users through an intersection. For example, at a single lane roundabout, pedestrians cross a shorter distance and their conflict points with vehicles are reduced to half when compared with a stop or signal controlled intersection. According to the American Association of State Highway and Transportation Officials, roundabouts can reduce fatal and injury crashes by up to 78 percent from a signalized intersection.

Staff retained the City's as -needed traffic engineering services consultant, STC Traffic, Inc. to conduct a traffic analysis to evaluate the operations of the proposed roundabouts and associated improvements. The analysis found that no significant traffic impacts would result from the proposed improvements. Exhibit 2 contains the traffic analysis report.

The estimated cost for the proposed improvements is $2.7 million. Staff is exploring funding options for the project including submitting a grant application to the upcoming Active Transportation Grant Program, which is administered by the State of California.

Staff notified the adjacent properties that this proposal will be on the September 12, 2023, City Council agenda. Exhibits 3 and 4 contain a map of notified properties and the notice.

FISCAL IMPACT: The estimated cost for the proposed project is $2.7 million. However, there is no direct cost associated with staff's recommendation in this discussion item.

EXHIBITS:

1. Proposed Complete Streets Conceptual Drawing

2. Traffic Analysis Report

3. Property Notification Map

4. Notice

5. Location Map
09/12/2023 D 1 Page 2 of 103

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EXHIBIT 1
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Prepared By:

G STC Traffic, Inc.
5973 Avenida Encinas, Suite 218
��Q' Carlsbad, California, 92008

TABLE OF CONTENTS
1 INTRODUCTION........................................................................................................3

1.1 Document Purpose...................................................................................................................3 2 EXISTING CONDITIONS...........................................................................................5

2.1 Roadway Network....................................................................................................................5

2.2 Traffic Volumes and Speeds.....................................................................................................5

2.3 Crash History.............................................................................................................................6 3 TRAFFIC ANALYSIS...............................................................................................11

3.1 Volume Development.............................................................................................................11

3.2 Intersection Level of Service...................................................................................................14

3.2.1 Methodology..........................................................................................................................14

3.2.2 LOS Analysis Results...............................................................................................................15 4 SIMTRAFFIC ANALYSIS.........................................................................................16

4.1 Model Calibration and Simulation Description Summary......................................................16 5 SUMMARY OF KEY FINDINGS...............................................................................19 OT6afi�aly�iReport D1 Page 5 of 10�

LIST OF FIGURES
Figure 1-1 Bobier Drive Conceptual Design Exhibit......................................................................................4 Figure2-1 Project Study Area....................................................................................................................... 7 Figure 2-2 Existing Intersection Geometry and Traffic Control....................................................................8 Figure 2-3 Existing Conditions Traffic Volumes - Morning and Evening Peak Hour.....................................9 Figure 2-4 Existing Conditions Traffic Volumes - Afternoon School Peak Hour..........................................10 Figure 3-1: Traffic Reroute Illustration........................................................................................................11 Figure 3-2 Opening Year with Project Traffic Volumes - Morning and Evening Peak Hour........................12 Figure 4-1 Opening Year with Project Morning Peak Hour Simulation Screen Capture .............................18 Figure 4-2 Opening Year with Project Afternoon School Peak Hour Simulation Screen Capture ..............18 Figure 4-3 Opening Year with Project Evening Peak Hour Simulation Screen Capture..............................18

LIST OF TABLES
Table 2-1 W. Bobier Drive ADT Data Summary.............................................................................................5 Table2-2 Accident History............................................................................................................................6 Table 3-1 Level of Service Threshold..........................................................................................................14 Table 3-2 Intersection LOS Analysis............................................................................................................15

LIST OF APPENDICIES
AppendixA ......................................................

AppendixB.......................................................

AppendixC......................................................

AppendixD......................................................

AppendixE....................................................... ...............................................................Traffic Volume Data ......................................................................... Collision Data ....................................................... Signal Timing Worksheet ...................................................... LOS Analysis Worksheets ...................... Bobier Elementary School Proposed Site Plan OT6afi�aly�iReport D1 Page 6 Of 10�

I INTRODUCTION
The W. Bobier Drive project includes a variety of traffic calming elements including lane reductions and three roundabouts, and multi -modal improvements. The purpose of this project is to create a balanced multi -modal corridor with improved bicycle and pedestrian facilities that will increase mobility and safety along the corridor for all users. The project is located within the City of Vista's limits along W. Bobier Drive between N. Santa Fe Avenue and Bobolink Drive. The project is being designed in conjunction with the Vista Unified School District (VUSD) and VUSD's proposed remodel for Bobier Elementary School, which is located within the project limits and anticipated to be advertised for bid in 2024. The City of Vista is currently discussing with VUSD the idea of incorporating one of the three proposed roundabouts along W. Bobier Drive at the easterly school driveway. A conceptual design of the roadway improvements is illustrated in Figure 1-1.

1.1 Document Purpose
This focused traffic analysis (TA) report evaluates changes to traffic operations based on the proposed project. The TA analyzes existing and proposed conditions for the morning, evening, and afternoon school peak periods. The report summarizes analysis results regarding peak hour delay and level -of -service for the study area intersections and includes a traffic simulation that illustrates the roadway operations. 6T6af i� aly�iReport D1 Page 7 of 101

Figure 1-1 Bobier Drive Conceptual Design Exhibit

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2 EXISTING CONDITIONS
The project study area includes the three unsignalized intersections of W. Bobier Drive/Dorsey Way, W.

Bobier Drive/Knapp Drive, and W. Bobier Drive/Easterly School Driveway; and the signalized intersection of W. Bobier Drive/N. Santa Fe Avenue. The project study area location along with the existing intersection geometry and traffic control are illustrated in Figure 2-1 and Figure 2-2.

2.1 Roadway Network
W. Bobier Drive is classified as a 4-lane major arterial roadway under the jurisdiction of the City of Vista.

The roadway accommodates two-way traffic with two lanes in each direction separated by a two-way left turn lane (TWLTL). The roadway operates with a posted speed limit of 40 miles per hour (MPH). Bike lanes are provided in each direction and sidewalks are provided on both sides of the roadway. Parking is generally provided along both sides of the roadway along the curb. Adjacent land uses include retail, residential homes, and Bobier Elementary School.

2.2 Traffic Volumes and Speeds
Vehicle, pedestrian and bicycle counts were collected on Wednesday May 241h, 2023, for a 24-hour period for each of the study area intersections. Additional turning movement counts were collected along W.

Bobier Drive at the west lot driveway of Bobier Elementary School and Bobolink Drive to support the traffic simulation model. A speed survey was also conducted for a 24-hour period along W. Bobier Drive between Knapp Drive and Dorsey Way on July 20th, 2023. Average daily traffic (ADT) and 85th percentile speeds for W. Bobier Drive are summarized in Table 2-1. Figure 2-3 and Figure 2-4 illustrate the existing vehicular traffic volumes for all intersections during the weekday morning, evening, and afternoon school peak hours. Raw traffic count data is provided in Appendix A. Field visits were carried out by STC staff for both morning drop-off and afternoon pick-up times on May 24th and May 31', 2023.

Table 2-1 W. Bobier Drive ADT Data Summary
Daily
Weekday Morning Peak Hour
Weekday Evening Peak Hour
85th
Location
K-
Dir.

Percentile
ADTa
volumeb
Factorc
Dist.

Volume
K-Factor
Dir. Dist.

Speed
W. Bobier Drive
19,929
1,733

8.7%
WB 55%
1,800

9.0%
EB 55%
44MPH
a average daily traffic (ADT) volume expressed in vehicles per day. b peak period traffic volumes expressed in vehicles per hour. c percent of daily traffic that occurs during the peak hour. d directional distribution of peak hour traffic.

Note: peak hours do not necessarily coincide with the peak hours of the individual intersection turning movement counts. 6T6af i� aly�iReport D1 Page 9 Of 101

2.3 Crash History
Crash data was obtained from the City of Vista for the most recent 5 years of available data along W.

Bobier Drive between N. Santa Fe Drive and Knapp Drive. Crash data from February 15Y, 2018, to January 31", 2023, showed there was a total of 3 collisions reported during the period. These collisions include 2 injury related accidents and 1 property damage only (PDO) accident. A summary of the crash data can be found in Table 2-2. A summary of the collision reports is provided in Appendix B.

Table 2-2 Accident History
Crash ID Number
Date
Location
Type of Collision
Severity
194104593
1/27/2019
W. Bobier Drive/Dorsey Way
Sideswipe
PDO
19117971
4/10/2019
W. Bobier Drive/Knapp Drive
Broadside
Severe Injury
22148299
10/27/2022
W. Bobier Drive/Knapp Drive
Head -On
Complaint of Pain
6T6af i� aly�iReport D1 Page 10 of 105

W. Bobier Drive Focused Traffic Analysis
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ExistiUfonclitions Traffic Volumes Vdd pqo6$hf®Iyeak Hour

3 TRAFFIC ANALYSIS
This section presents the methodology and results of the project volume development and intersection operation analysis for the Existing conditions and Opening Year with Project conditions. The analysis was conducted for the typical morning (7:00 AM — 9:00 AM), evening (4:00 PM — 6:00 PM) and afternoon school (2:00 PM — 3:00 PM) peak hours. The project improvements incorporated in the analysis include the following:
• Installation of three roundabouts located at W. Bobier Drive/Knapp Drive, W. Bobier Drive/Dorsey Way, and W. Bobier Drive/Bobier Elementary School East Lot driveway. • Installation of raised median along W. Bobier Drive between Dorsey Way and N. Santa Fe Avenue. • Installation of mid -block pedestrian crossing with rectangular flashing beacon (RRFB) on west side of the Bobier Elementary School West Lot driveway.

3.1 Volume Development
Opening year with project traffic volumes were developed based on the concept intersection geometry and associated traffic distribution and routing. Traffic volume forecasts were prepared as detailed below:
• Opening Year with Project Conditions (Year 2026): This scenario will analyze the roadway conditions in the opening year 2026 with the project. Traffic volumes are based on the proposed median closure and turn restrictions. An annual growth factor of 1% was applied to the existing year (2023) baseline traffic volumes to derive the opening year 2026 traffic volumes.

Traffic patterns will change along the corridor between Dorsey Way and the Bobier Elementary School East Lot driveway due to the installation of a raised median. Traffic restricted from making left turns from the proposed Bobier Elementary School West Lot driveway was rerouted to make a right turn and then a U-turn at the W. Bobier Drive/Bobier Elementary School East Lot driveway intersection. Westbound left - turning traffic entering the Bobier Elementary School West Lot driveway was rerouted to make a U-turn at the W. Bobier Drive/Dorsey Way intersection and then a right turn into the Bobier Elementary School West Lot driveway. An illustration of rerouted traffic is shown in Figure 3-1. The traffic volumes for the Opening Year with project conditions are shown in Figure 3-2 and Figure 3-3.

Figure 3-1: Traffic Reroute Illustration
6rfli�92aly Report D 1 Page 15 Of 10'

W. Bobier Drive Focused Traffic Analysis
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3.2 Intersection Level of Service

3.2.1 Methodology
Signalized, unsignalized, and roundabout intersections were evaluated using the Highway Capacity Manual (HCM) 61" Edition methodology. The study area was modeled in Synchro 11 software to calculate delays and levels of service (LOS) for signalized and unsignalized intersections, while SIDRA software was utilized to calculate delays and LOS for the roundabouts. Existing signal timing data obtained from the City of Vista was used to model the signalized intersection. Signal timing sheets are included in Appendix C.

Delay is reported for the overall intersection for signalized and roundabout intersections and the worst street approach for side street stop -controlled intersection. Table 3-1 provides a description of the HCM signalized, unsignalized and roundabout intersection control delay and LOS thresholds. The HCM 6th Edition defines intersection control delay as the summation of the weighted average delay for all lane groups at the subject intersection.

Table 3-1 Level of Service Threshold
Control Delay (sec/veh)
LOS
Description
Signalized
Unsignalized
Roundabout
Intersection
Intersection
Operations with very low delay and most vehicles
A
10 and 10 and 10 and 20 and 15 and 15 and 35 and 25 and 25 and 55 and 35 and 35 and 80 >50
>50
when the arrival rates exceed the capacity of the
intersection.

Source: HCM 6tn Edition.
6T6af i� aly�iReport D1 Page 18 of 16

3.2.2 LOS Analysis Results
Table 3-2 provides the LOS analysis results for each intersection under Existing conditions and Opening Year with Project conditions. LOS analysis worksheets are included in Appendix D.

Table 3-2 Intersection LOS Analysis
Location
Existing Conditions
Opening Year with Project Conditions
Control Delay
LOS
Control Delay
F LOS
W. Bobier Drive & N. Santa Fe Avenue — Signalized'
Morning Peak Hour

43.6 D

45.1 D
Afternoon School Peak Hour

34.7 C

35.0 D
Evening Peak Hour

38.7 D

40.2 D
W. Bobier Drive & Knapp Drive — Side Street Stop Control°/ Roundabout' Morning Peak Hour

11.7 B

14.2 B
Afternoon School Peak Hour

8.9 A

7.1 A
Evening Peak Hour

9.5 A

9.9 A
W. Bobier Drive & Dorsey Way — Side Street Stop Control/ Roundabout' Morning Peak Hour

19.1 C

26.9 D
Afternoon School Peak Hour

11.0 B

8.0 A
Evening Peak Hour

15.1 C

15.6 C
W. Bobier Drive & Bobier Elementary East Lot Driveway — Side Street Stop Control / Roundabout' Morning Peak Hour

14.0 B

14.8 B
Afternoon School Peak Hour

14.2 B

10.6 B
Evening Peak Hour

15.7 C

7.6 A
Note: Roundabout control is for Opening Year only.
a Control Delay for a side street stop control intersection is defined as the weighted average delay for side street approach at the subject intersection, in seconds per vehicle.
b Control Delay for a signalized and roundabout intersection is defined as the summation of the weighted average delay for all lane groups at the subject intersection, in seconds per vehicle.

As seen in Table 3-2, no study intersection operates below a LOS D under Existing and Opening Year with Project conditions. In the Opening Year condition during the morning peak hour, the addition of westbound U-Turn movement at W. Bobier Dr/Dorsey Way intersection, due to the proposed raised median, will result in increased delay and the intersection operating at LOS D. For the remaining peak hours at W. Bobier Dr/Dorsey Way and all peak hours at the other two roundabout locations, the LOS is expected to either maintain the same LOS as Existing conditions or improve LOS operations under the Opening Year with Project conditions. Additionally, during the afternoon school peak hour, the forecasted volume in the Opening Year increases the delay for the signalized intersection of W. Bobier Drive/N. Santa Fe Avenue by 0.3 seconds, which results in the LOS changing from a C to a D.

OT6afi�ialiReport D1 Page 19 of 10'

4 SIMTRAFFIC ANALYSIS
SimTraffic is a microsimulation software which uses vehicle type and driver behavior methodology to simulate actual field conditions. The model allows users to visualize traffic operations and interactions between vehicles and pedestrians which can be used as a supplement to the synchro analysis results.

4.1 Model Calibration and Simulation Description Summary The SimTraffic simulation was conducted to visually assess the operation of W. Bobier Drive with the proposed geometric changes under Opening Year with Project conditions. Figures 4-1 through Figures 4- 3 provide snapshots of the simulation for morning, evening, and afternoon school peak hours.

The following input parameters were used for the SimTraffic model calibration:
> Vehicular, pedestrian and bicycle volume data used for the morning peak was between 7:30-8:30 AM and 7:45-8:45 AM, for the afternoon school peak hour was between 2:00-3:00 PM and, for the evening peak hour was between 4:15-5:15 PM and 4:30-5:30 PM. Forecasted vehicle volume data was used for the opening year condition. To simulate the peak 15 minutes within the peak hour, peak hour factor (PHF) from the volume data was inputted into the model. > Lane geometry (lane configuration and turn lane storage lengths) was obtained from the concept design plan (between Bobolink Drive and N. Santa Fe Avenue) and from Google Earth aerial (for W. Bobier Drive/N. Santa Fa Avenue intersection). Vehicular speed along W. Bobier Drive (between Bobolink Drive and N. Santa Fe Avenue) was set between 25-35 MPH and within the roundabout was set between 15-20 MPH.
> Signal timing and phase setting at W. Bobier Drive/N. Santa Fa Avenue was based on the signal timing sheets provided by the City of Vista.

The Bobier Elementary School driveway and drop off/pickup area was modeled into the SimTraffic model based on the proposed school site plan, see Appendix E. To simulate the student drop off/pickup activity and the corresponding traffic backup condition, a traffic signal was created in the model at the start of the drop off/pickup area. Signal timing was set to simulate the vehicle wait and discharge rate. The vehicle wait time was simulated with a red interval and vehicles would be discharged with a short green interval.

Since the drop-off activity takes less time than the pickup activity, the morning peak hour model consists of a shorter red interval representing drop-off activity and the afternoon school peak hour model has longer red interval representing pick-up activity. Contrary to the field discharge rate, which occurs on a random basis, the discharge in the model occurs at a regular interval.

The proposed enhanced pedestrian crossing located along the west approach of the school's west lot driveway is anticipated to include a rectangular rapid flashing beacon (RRFB) to aid pedestrians in crossing W. Bobier Drive. This pedestrian crossing was modeled in SimTraffic as a signalized crossing to replicate the effects of a crossing guard activating the RRFB and stopping all traffic to let school children cross the road. A total walk time of 30 seconds was provided with 20 pedestrian calls within the peak hour.

The following is a summary of the anticipated traffic condition with the proposed design that is shown in the SimTraffic simulation:

OT6afi�aly�iReport D1 Page 20 of 10'

> Due to the proposed lane reduction and addition of roundabouts along the corridor, traffic in the peak direction of travel may experience lower travel speeds. > Traffic is anticipated to slow from the lane drop area, due to merging activity, at Marabou Lane (eastbound direction) and N. Santa Fe Avenue (westbound direction) during peak hour for the peak direction of travel.
> Traffic from the Bobier Elementary School West Lot driveway may experience delays in finding a gap to merge into W. Bobier Drive traffic. At the school's west lot driveway, if the pedestrian crossing is activated, the eastbound movement along W. Bobier Drive would be stopped providing an opportunity for motorists from the school to enter W. Bobier Drive. > The proposed west lot design layout of the school (with the internal roadway loop starting and ending at the driveway) provides more stacking capacity for the drop off/pickup activity, resulting in alleviating vehicle spill back onto W. Bobier Drive. 6T6af i� aly�iReport D1 Page 21 of 16

W. Bobier Drive Traffic Analysis
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5 SUMMARY OF KEY FINDINGS
Based on the traffic analysis results as presented in this report, a summary of key findings is provided below:

W. Bobier Drive experiences 19,929 vehicles on a typical weekday when school is in session.

The 851" percentile speed recorded on W. Bobier Drive was 44 MPH, which is four miles per hour over the posted speed limit.

A total of three collisions were reported along W. Bobier Drive between N. Santa Fe Avenue and Knapp Drive between the years 2018 and 2023, according to crash data obtained from the City of Vista.

The level of service analysis shows that no study area intersection operates below a LOS D under Existing and Opening Year conditions.

The anticipated addition of U-turn movements due to the proposed raised median in front of Bobier Elementary School results in an increase in delay and the LOS changing from a C to a D during the morning peak hour for the intersection of W. Bobier Drive/Dorsey Way.

For the remaining peak hours at W. Bobier Dr/Dorsey Way and all peak hours at the other two roundabout locations, the LOS is expected to either maintain the same LOS as Existing conditions or improve LOS operations under the Opening Year with Project conditions.

SimTraffic Analysis
o Due to the proposed lane reduction and addition of roundabouts along the corridor, traffic in the peak direction of travel may experience lower travel speeds. o Traffic is anticipated to slow from the lane drop area, due to merging activity, at Marabou Lane (eastbound direction) and N. Santa Fe Avenue (westbound direction) during peak hour for the peak direction of travel.
o Traffic from the Bobier Elementary School West Lot driveway may experience delays in finding a gap to merge into W. Bobier Drive traffic. At the school's west lot driveway, if the pedestrian crossing is activated, the eastbound movement along W.

Bobier Drive would be stopped providing an opportunity for motorists from the school to enter W. Bobier Drive.

Traffic Analysis Report
19 09/12/2023 D 1 Page 23 of 103

Appendix A
Traffic Volume Data

City of Vista
N/S: Knapp Drive
E/W: Bobier Drive
Weather: Clear
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
Groups Printed- Total Volume
File Name : 01_VST_Knapp_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 1
Knapp Drive
Bobier Drive
Bobier Drive
Southbound
Westbound
Eastbound
Start Time
Left
Right App. Total
Thru
Right App.

Total
Left
Thru App.

Total
Int. Total
12:00 AM
0 0 0
5 0
5 0
15 15
20 12:15AM
1 0 1
9 1
10 2
8 10
21 12:30 AM
1 0 1
4 1
5 0
20 20
26 12:45 AM
0 0 0
6 0
6 0
9 9
15 Total
2 0 2
24 2
26 2
52 54
82 01:00 AM
0 1 1
11 0
11 2
4 6
18 01:15AM
0 0 0
8 0
8 0
9 9
17 01:30 AM
0 0 0
4 0
4 0
12 12
16 01:45 AM
0 0 0
6 0
6 1
6 7
13 Total
0 1 1
29 0
29 3
31 34
64 02:00 AM
1 0 1
3 0
3 0
4 4
8 02:15 AM
0 0 0
7 0
7 0
6 6
13 02:30 AM
0 0 0
6 0
6 0
3 3
9 02:45 AM
0 0 0
4 0
4 2
6 8
12 Total
1 0 1
20 0
20 2
19 21
42 03:00 AM
0 1 1
2 0
2 0
3 3
6 03:15 AM
0 1 1
9 0
9 0
5 5
15 03:30 AM
0 0 0
13 0
13 0
4 4
17 03:45 AM
0 1 1
10 0
10 0
4 4
15 Total
0 3 3
34 0
34 0
16 16
53 04:00 AM
0 0 0
11 0
11 0
10 10
21 04:15 AM
0 0 0
21 0
21 0
4 4
25 04:30 AM
0 2 2
24 0
24 0
10 10
36 04:45 AM
0 3 3
41 0
41 0
14 14
58 Total
0 5 5
97 0
97 0
38 38
140
05:00 AM
0 3 3
53 0
53 0
23 23
79 05:15 AM
1 7 8
70 0
70 1
24 25
103
05:30 AM
4 11 15
98 0
98 2
49 51
164
05:45 AM
0 6 6
76 0
76 1
37 38
120
4 133
137
466
Total 5 27 32
297 0 297
06:00 AM
3 8 11
79 0
79 1
40 41
131
06:15 AM
3 10 13
117
0 117
1 58
59 189
06:30 AM
1 9 10
130
1 131
2 51
53 194
06:45 AM
2 5 7
136
0 136
3 77
80 223
7 226
233
737
Total 9 32 41
462 1 463
07:00 AM
1 20 21
176
0 176
1 78
79 276
07:15 AM
4 21 25
194
0 194
4 121
125
344
07:30 AM
5 30 35
213
0 213
4 119
123
371
07:45 AM
9 28 37
226
2 228
10 184
194
459
Total
19 99 118
809
2 811
19 502
521
1450
08:00 AM
0 16 16
170
1 171
16 267
283
470
08:15 AM
2 26 28
246
3 249
11 212
223
500
08:30 AM
3 20 23
212
4 216
9 143
152
391
08:45 AM
1 9 10
151
779
0 8
151
787
11 135
146
307
Total
6 71 77
47 757 804
1668
09/12/2023 D1 Page 25 of 103

City of Vista
N/S: Knapp Drive
E/W: Bobier Drive
Weather: Clear
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
r,rni inc Prinfi-d- Tntni Vnh ima
File Name : 01_VST_Knapp_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 2
Knapp Drive
Bobier Drive
Bobier Drive
Southbound
Westbound
Eastbound
Start Time
Left
Ri ht I App.

Total
Thru
Right App.

Total
Left
Thru App.

Total
Int. Total
09:00 AM
1 6
7 118
3 121
5 105
110
238
09:15 AM
0 5
5 148
4 152
12 95
107
264
09:30 AM
3 7
10 102
1 103
2 89
91 204
09:45 AM
4 4
8 121
4 125
9 122
131
264
Total
8 22
30 489
12 501
28 411
439
970
10:00 AM
0 10:15 AM
0 10:30 AM
2 10:45 AM
1 Total
3 11:00 AM
5 11:15AM
0 11:30 AM
0 11:45 AM
1 Total
6 12:00 PM
4 12:15 PM
2 12:30 PM
0 12:45 PM
3 Total
9 01:00 PM
3 01:15 PM
0 01:30 PM
1 01:45 PM
2 Total
6 02:00 PM
1 02:15 PM
2 02:30 PM
2 02:45 PM
1 Total
6 03:00 PM
0 03:15 PM
1 03:30 PM
1 03:45 PM
4 Total
6 04:00 PM
1 04:15 PM
1 04:30 PM
2 04:45 PM
2 Total
6 05:00 PM
4 05:15 PM
2 05:30 PM
1 05:45 PM
3 Total
10 06:00 PM 1
06:15 PM 1
4 4
135
6 6
97 8
10 115
1 2
85 19
22 432
5 10
120
7 7
97 9
9 100
6 7
94 27
33 411
3 7
104
8 10
112
3 3
116
4 7
128
18 27
460
4 7
126
4 4
151
13 14
143
2 4
112
23 29
532
12 13
149
12 14
137
7 9
141
6 7
132
37 43
559
9 9
145
15 16
174
10 11
227
27 31
184
61 67
730
9 10
194
8 9
165
8 10
141
6 8
172
31 37
672
5 9
170
11 13
155
2 3
138
8 11
139
26 36
602
13 14
164
8 9
165
8 4
3 2
1 10
2 4
0 3
9 1
1 2
2 6
5 3
1 5
14 5
6 2
1 14
3 7
4 6
20 1
4 135
4 109
113
252
100
1 98
99 205
117
3 91
94 221
86 6
105
111
199
438
14 403
417
877
120
4 114
118
248
98 3
121
124
229
102
5 127
132
243
99 6
104
110
216
419
18 466
484
936
108
5 129
134
249
115
6 131
137
262
118
6 139
145
266
129
5 138
143
279
470
22 537
559
1056
128
6 119
125
260
155
3 121
124
283
143
5 132
137
294
115
5 144
149
268
541
19 516
535
1105
150
7 120
127
290
138
13 174
187
339
143
10 194
204
356
134
12 193
205
346
565
42 681
723
1331
150
12 202
214
373
177
12 222
234
427
228
17 233
250
489
189
21 265
286
506
744
62 922
984
1795
199
12 229
241
450
171
13 243
256
436
143
15 252
267
420
173
16 284
300
481
686
56 1008
1064
1787
173
10 276
286
468
162
12 249
261
436
142
15 236
251
396
145
11 199
210
366
622
48 960
1008
1666
165
13 200
213
392
169
8 172
180
358
09/12/2023 D1 Page 26 of 103

City of Vista
N/S: Knapp Drive
E/W: Bobier Drive
Weather: Clear
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
Groups Printed- Total Volume
File Name : 01_VST_Knapp_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No :3
Knapp Drive
Bobier Drive
Bobier Drive
Southbound
Westbound
Eastbound
Start Time
Left
Right App. Total
Thru
Right App.

Total
Left
Thru App.

Total
Int. Total
06:30 PM
1 9 10
134
0 134
11 179
190
334
06:45 PM
1 10 11
131
0 131
20 169
189
331
Total
4 40 44
594
5 599
52 720
772
1415
07:00 PM
1 2 3
114
5 119
10 161
171
293
07:15 PM
2 3 5
123
5 128
7 121
128
261
07:30 PM
0 1 1
162
0 162
8 127
135
298
07:45 PM
0 2 2
150
4 154
6 108
114
270
Total
3 8 11
549
14 563
31 517
548
1122
08:00 PM
3 5 8
103
4 107
5 139
144
259
08:15 PM
3 3 6
82 0
82 11
113
124
212
08:30 PM
2 3 5
93 0
93 4
93 97
195
08:45 PM
0 2 2
76 2
78 9
119
128
208
Total
8 13 21
354
6 360
29 464
493
874
09:00 PM
2 6 8
63 0
63 11
132
143
214
09:15 PM
1 3 4
61 0
61 6
98 104
169
09:30 PM
0 0 0
55 1
56 9
76 85
141
09:45 PM
1 4
1 2
10 14
49 228
0 1
49 229
7 68
75 126
Total
33 374 407
650
10:00 PM
1 0 1
42 1
43 5
63 68
112
10:15 PM
0 1 1
40 0
40 3
54 57
98 10:30 PM
1 0 1
32 0
32 4
49 53
86 10:45 PM
0 1 1
31 2
33 2
33 35
69 Total
2 2 4
145
3 148
14 199
213
365
11:00 PM
0 0 0
23 0
23 6
28 34
57 11:15 PM
0 1 1
16 1
17 1
21 22
40 11:30 PM
0 0 0
13 1
14 0
17 17
31 11:45 PM
0 0 0
8 60
0 2
8 62
1 15
16 24
Total
0 1 1
8 81 89
152
Grand Total
123
576 699
9368
143
9511
560
10033
10593
20803
Apprch %

17.6 82.4

98.5 1.5

5.3 94.7
Total %

0.6 2.8 3.4
45 0.7

45.7 2.7

48.2 50.9
Knapp Drive
Southbound
Bobier Drive
Westbound
Bobier Drive
Eastbound
Start Time
Left Right Ipp. Total
Thru Right App. Total
Left Thru A Total
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Beqins at 03:30 PM
Int. Total
03:30 PM
1 10
11 227
1 228
17 233
250
489
03:45 PM
4 27
31 184
5 189
21 265
286
506
04:00 PM
1 9
10 194
5 199
12 229
241
450
04:15 PM
1 8
9 165
6 171
13 243
256
436
Total Volume
7 54
61 770
17 787
63 970
1033
1881
% Avo. Total
1 11.5

88.5 97.8

2.2 1 6.1

93.9 PHF
1 .438
.500
.492
.848
.708
.863
.750
.915
.903
.929
09/12/2023 D1 Page 27 of 103

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Vista
File Name
N/S: Knapp Drive
Site Code
E/W: Bobier Drive
Start Date
Weather: Clear
Page No
01_VST_Knapp_Bobier24hr
23223539
5/24/2023
4 Knapp Drive
Out In Total
80 61 F 141
54 7
Right Left
Peak Hour Data
m r, North w-4 W
> M J Q
o` c o o Peak Hour Begins at 03:30 P V
rrL2 o
s-4
m° �� Total Volume ~c o J `m
000 A N
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hour for Each A proach Be ins at:
07:00 AM
07:45 AM
04:30 PM
+0 mins.
1 20
21 226
2 228
15 252
267
+15 mins.
4 21
25 170
1 171
16 284
300
+30 mins.
5 30
35 246
3 249
10 276
286
+45 mins.
9 19
28 99
37 118
212
4 216
12 249
261
Total Volume
854 10 864
53 1061
1114
% App. Total

16.1 83.9

98.8 1.2

4.8 95.2
PHF
.528
.825
.797
.868
.625
.867
.828
.934
.928
09/12/2023 D1 Page 28 of 103

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Vista
File Name
N/S: Knapp Drive
Site Code
E/W: Bobier Drive
Start Date
Weather: Clear
Page No
01_VST_Knapp_Bobier24hr
23223539
5/24/2023
5 Knapp Drive
In - Peak Hour: 07:00 AM
118
99 19
Right Left
Peak Hour Data
a
co North CD
m W
}
>OR �J 7C p
7 J M O 2
_ Total Volume c F
2 o
ma m
Cn
c D
09/12/2023 D1 Page 29 of 103

Location: Vista
N/S: Knapp Drive
E/W: Bobier Drive
m Date: Wednesday
Day Wednesday

PEDESTRIANS
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
0 s
0 0
0 s
0 0
0 s
0 0
0 s
0 0
09/12/2023 D1 Page 30 of 103

Location: Vista Date: 5/24/2023
N/5: Knapp Drive Day: Wednesday
E/W: Bobier Drive

BICYCLES
Souhbound Westbound Northbound Eastbound
Knapp Drive Bobier Drive Knapp Drive Bobier Drive
Icfr I TFr.. I RiuFl I I TFni I Ri— I loh I TF— I Ri— I Infr Tih— I Rio Ft �000000000000
�00000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�00000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�0000©0000000
000000000000
�00000000000000
�000000000000
000000000000
000000000000
�000000000000
�000000000000
�000000000000
000000000000
�000000000000
�000000000000
�00000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�00000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�00000000000000
�000000000000
�000000000000Ol
�0000a0000000
�aooa0000aooa
�000000000000
�00000000000014
�0000©0000000
aoaaaaoaaaaa
�000000000000
�00000000000000
�000000000000
�aoaaaaoaaooa
�00000000000000
�000000000000
�0000a0000000
�aaaaaaaaaaaa
�000000000000
�000000000000
�000000000000
�aaaaaaaaaaaa
�000000000000
�00000000000010
�000000000000
aaa000aaaaaa10
�000000000000
00000000000000
�000000000000
aaaaaaaaaaaa
�000000000000
�000000000000
�000000000000
aaaaaaaaaaaa
�000000000000
�000000000000
�0000000a000a
�aaaaaaaaaaaa
�000000000000
�000000000000
�000000000000
�0000000000000
09/12/2023 D1 Page 31 of 103

City of Vista
N/S: Bobolink Drive
E/W: Bobier Drive
Weather: Clear
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
Groups Printed- Total Volume
File Name : 02_VST Bobo Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 1
Bobier Drive
Bobolink Drive
Bobier Drive
Westbound
Northbound
Eastbound
Start Time
Left
Thru
App. Total
Left
Right
App. Total
Thru
Right
App. Total
Int. Total
12:00 AM
1 7
8 0
1 1
14 0
14 23
12:15AM
0 9
9 0
1 1
7 0
7 17
12:30 AM
1 2
3 0
0 0
20 0
20 23
12:45 AM
0 7
7 0
0 0
9 0
9 16
Total
2 25
27 0
2 2
50 0
50 79
01:00 AM
0 12
12 0
0 0
9 0
9 21
01:15AM
0 7
7 0
0 0
8 0
8 15
01:30 AM
0 3
3 0
0 0
13 0
13 16
01:45 AM
0 7
7 0
0 0
7 0
7 14
Total
0 29
29 0
0 0
37 0
37 66
02:00 AM
0 3
3 0
0 0
4 0
4 7
02:15 AM
0 7
7 0
0 0
5 0
5 12
02:30 AM
1 4
5 0
0 0
5 0
5 10
02:45 AM
0 5
5 2
2 4
6 0
6 15
Total
1 19
20 2
2 4
20 0
20 44
03:00 AM
0 3
3 0
0 0
3 0
3 6
03:15 AM
0 9
9 0
2 2
3 0
3 14
03:30 AM
1 13
14 0
1 1
3 0
3 18
03:45 AM
1 11
12 1
0 1
3 0
3 16
Total
2 36
38 1
3 4
12 0
12 54
04:00 AM
0 12
12 0
0 0
11 0
11 23
04:15 AM
1 17
18 0
0 0
4 0
4 22
04:30 AM
1 29
30 0
1 1
9 0
9 40
04:45 AM
0 42
42 3
0 3
13 1
14 59
Total
2 100
102
3 1
4 37
1 38
144
05:00 AM
0 55
55 2
2 4
20 0
20 79
05:15 AM
2 73
75 7
4 11
24 1
25 111
05:30 AM
2 107
109
4 6
10 41
1 42
161
05:45 AM
3 81
84 1
1 2
36 0
36 122
Total
7 316
323
14 13
27 121
2 123 473
06:00 AM
2 88
90 3
2 5
42 0
42 137
06:15 AM
0 124
124
6 4
10 52
4 56 190
06:30 AM
1 131
132
2 4
6 50
1 51 189
06:45 AM
2 5
145
488
147
493
7 18
6 16
13 34
71 215
2 7
73 233
222 749
Total
07:00 AM
4 169
173
1 12
13 69
1 70 256
07:15 AM
10 194
204
9 8
17 103
2 105 326
07:30 AM
8 231
239
13 6
19 126
1 127 385
07:45 AM
10 254
264
12 29
41 142
6 148 453
Total
32 848
880
35 55
90 440
10 450
1420
08:00 AM
8 183
191
6 20
26 274
8 282
499
08:15 AM
7 256
263
4 8
12 210
8 218
493
08:30 AM
10 234
244
7 7
14 151
5 156
414
08:45 AM
4 142
146
3 7
10 138
2 140
296
Total
29 815
844
20 42
62 773
23 796
1702
09/12/2023 D1 Page 32 of 103

City of Vista
N/S: Bobolink Drive
E/W: Bobier Drive
Weather: Clear
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
Groups Printed- Total Volume
File Name : 02_VST Bobo Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 2
Bobier Drive
Bobolink Drive
Bobier Drive
Westbound
Northbound
Eastbound
Start Time
Left
Thru I App.

Total
Left
Right App.

Total
Thru
Right App.

Total
Int. Total
09:00 AM
2 126
128
4 2
6 110
6 116
250
09:15 AM
3 120
123
4 4
8 106
4 110
241
09:30 AM
3 108
111
4 4
8 87
0 87
206
09:45 AM
1 120
121
1 9
10 112
1 113
244
Total
9 474
483
13 19
32 415
11 426
941
10:00 AM
5 117
122
1 3
4 110
4 114
240
10: 15 AM
2 128
130
1 1
2 99
3 102
234
10:30 AM
2 105
107
3 1
4 95
4 99
210
10:45 AM
2 93
95 2
0 2
107
4 111
208
Total
11 443
454
7 5
12 411
15 426
892
11:00 AM
4 111
115
3 4
7 112
2 114
236
11:15 AM
1 113
114
3 5
8 120
2 122
244
11:30 AM
4 110
114
2 3
5 118
7 125
244
11:45 AM
2 96
98 3
4 7
116
3 119
224
Total
11 430
441
11 16
27 466
14 480
948
12:00 PM
3 109
112
1 4
5 114
3 117
234
12:15 PM
0 123
123
6 4
10 139
3 142
275
12:30 PM
1 115
116
2 3
5 133
3 136
257
12:45 PM
3 7
118
465
121
472
6 8
14 138
4 142
277
Total
15 19 34
524 13 537
1043
01:00 PM
1 125
126
1 1
2 122
3 125
253
01:15 PM
5 160
165
5 3
8 121
4 125
298
01:30 PM
0 146
146
2 5
7 117
4 121
274
01:45 PM
2 121
123
4 5
9 148
2 150
282
Total
8 552
560
12 14
26 508
13 521
1107
02:00 PM
2 164
166
5 10
15 121
5 126
307
02:15 PM
2 141
143
4 7
11 167
8 175
329
02:30 PM
7 142
149
9 5
14 194
9 203
366
02:45 PM
6 128
134
7 7
14 196
3 199
347
Total
17 575
592
25 29
54 678
25 703
1349
03:00 PM
12 141
153
11 8
19 207
6 213
385
03:15 PM
6 187
193
10 11
21 232
6 238
452
03:30 PM
18 219
237
6 18
24 214
9 223
484
03:45 PM
9 205
214
7 8
15 295
13 308
537
Total
45 752
797
34 45
79 948
34 982
1858
04:00 PM
11 195
206
3 10
13 227
7 234
453
04:15 PM
5 170
175
3 9
12 240
5 245
432
04:30 PM
6 159
165
4 3
7 267
7 274
446
04:45 PM
4 150
154
5 10
15 293
4 297
466
Total
26 674
700
15 32
47 1027
23 1050
1797
05:00 PM
5 188
193
6 14
20 280
8 288
501
05:15 PM
3 158
161
8 5
13 251
5 256
430
05:30 PM
3 149
152
3 12
15 248
7 255
422
05:45 PM
5 132
137
2 8
10 202
8 210
357
Total
16 627
643
19 39
58 981
28 1009
1710
06:00 PM
7 169
176
7 8
15 195
8 203
394
06:15 PM
8 152
160
3 3
6 177
5 182
348
09/12/2023 D1 Page 33 of 103

City of Vista
N/S: Bobolink Drive
E/W: Bobier Drive
Weather: Clear
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
Groups Printed- Total Volume
File Name : 02_VST Bobo Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No :3
Bobier Drive
Bobolink Drive
Bobier Drive
Westbound
Northbound
Eastbound
Start Time
Left
Thru App. Total
Left
Right App.

Total
Thru
Right App.

Total
Int. Total
06:30 PM
4 128 132
5 10
15 178
7 185
332
06:45 PM
2 108 110
3 7
10 178
2 180
300
Total
21 557 578
18 28
46 728
22 750
1374
07:00 PM
4 106 110
2 7
9 160
6 166
285
07:15 PM
5 111 116
3 3
6 131
4 135
257
07:30 PM
12 144 156
2 5
7 116
7 123
286
07:45 PM
6 151 157
2 4
6 117
4 121
284
Total
27 512 539
9 19
28 524
21 545
1112
08:00 PM
5 105 110
1 9
10 120
10 130
250
08:15 PM
5 89 94
6 6
12 120
4 124
230
08:30 PM
0 98 98
2 5
7 98
4 102
207
08:45 PM
7 93 100
0 6
6 122
6 128
234
Total
17 385 402
9 26
35 460
24 484
921
09:00 PM
3 75 78
1 4
5 125
3 128
211
09:15 PM
0 68 68
0 1
1 106
1 107
176
09:30 PM
1 57 58
0 0
0 83
0 83
141
09:45 PM
1 51 52
0 1
0 5
0 6
77 2
79 131
Total
5 251 256
391 6 397
659
10:00 PM
1 46 47
0 1
1 64
1 65
113
10:15 PM
0 38 38
1 0
1 55
1 56
95 10:30 PM
2 35 37
0 1
1 52
0 52
90 10:45 PM
1 29 30
1 1
2 37
1 38
70 Total
4 148 152
2 3
5 208
3 211
368
11:00 PM
0 24 24
0 1
1 32
0 32
57 11:15 PM
1 17 18
0 0
0 22
0 22
40 11:30 PM
1 12 13
0 1
1 19
1 20
34 11:45 PM
1 3
7 8
60 63
0 0
1 3
1 3
14 87
0 1
14 88
23 154
Total
Grand Total
307
9581 9888
283
436
719
10061
296
10357
20964
Apprch %

3.1 96.9

39.4 60.6

97.1 2.9
Total %

1.5 45.7 47.2

1.3 2.1

3.4 48

1.4 49.4
Bobier Drive
Westbound
Bobolink Drive
Northbound
Bobier Drive
Eastbound
Start Time
Left Thru I App. Total
Left Right App. Total
Thru Right App. Total
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Beqins at 03:15 PM
Int. Total
03:15 PM
6 187
193
10 11
21 232
6 238
452
03:30 PM
18 219
237
6 18
24 214
9 223
484
03:45 PM
9 205
214
7 8
15 295
13 308
537
04:00 PM
11 195
206
3 10
13 227
7 234
453
Total Volume
44 806
850
26 47
73 968
35 1003
1926
% Avo. Total
1 5.2

94.8 1 35.6

64.4 96.5

3.5 PHF
.611
.920
.897
.650
.653
.760
.820
.673
.814
.897
09/12/2023 D1 Page 34 of 103

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Vista
File Name
N/S: Bobolink Drive
Site Code
E/W: Bobier Drive
Start Date
Weather: Clear
Page No
02_VST Bobo _Bobier24hr
23223539
5/24/2023
4 Peak Hour Data
��
T80
a) 0 North " W
COrnt-4 +—?o °Q
H 2
5c o LO Peak Hour Begins at 03:15 P N
M 'Low, r 0
m o N y Total Volume A `m
N N
Left Ri ht
26 47
79 73 152
Out In Total
vp
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hour for Each A proach Be ins at:
07:45 AM
07:15 AM
04:30 PM
+0 mins.
10 254
264
9 8
17 267
7 274
+15 mins.
8 183
191
13 6
19 293
4 297
+30 mins.
7 256
263
12 29
41 280
8 288
+45 mins.
10 234
244
6 20
26 251
5 256
Total Volume
35 927
962
40 63
103
1091
24 1115
% App. Total

3.6 96.4

38.8 61.2

97.8 2.2
PHF
.875
.905
.911
.769
.543
.628
.931
.750
.939
09/12/2023 D1 Page 35 of 103

Location: Vista Date: 5/24/2023
N/S: Bobolink Drive Day Wednesday
E/W: Bobier Drive

PEDESTRIANS
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 s
0 0
s
0 0
0 0
0 0
0 0
0 a
0 0
0 a
0 0
0 a
0 0
0 a
0 09/12/2023 D1 Page 36 of 103

Location: Vista Date: 5/24/2023
N/5: Bobolink Drive Day: Wednesday
E/W: Bobier Drive

BICYCLES
Souhbound Westbound Northbound Eastbound
Bobolink Drive Bobier Drive Bobolink Drive Bobier Drive Icfr TFr.. RiuFl — TFni Ri— — TFn. Ri— Infr TFr.� Rio Ft �000000000000
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�000000000000
�00000000000000
09/12/2023 D1 Page 37 of 103

City of Vista
N/S: Dorsey Way
E/W: Bobier Drive
Weather: Clear
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
Groups Printed- Total Volume
File Name : 03 VST Dor_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 1
Bobier Drive
Dorsey Way
Bobier Drive
Westbound
Northbound
Eastbound
Start Time
Left
Thru
App. Total
Left Right App.

Total
Thru
Right
App. Total
Int. Total
12:00 AM
1 6
7 0 1
1 15
0 15
23 12:15AM
0 9
9 0 0
0 7
0 7
16 12:30 AM
0 5
5 0 0
0 18
0 18
23 12:45 AM
0 6
6 0 0
0 11
0 11
17 Total
1 26
27 0 1
1 51
0 51
79 01:00 AM
0 11
11 0 0
0 6
0 6
17 01:15AM
0 7
7 0 0
0 8
0 8
15 01:30 AM
0 3
3 0 0
0 14
0 14
17 01:45 AM
0 7
7 0 0
0 5
1 6
13 Total
0 28
28 0 0
0 33
1 34
62 02:00 AM
0 3
3 0 0
0 5
0 5
8 02:15 AM
0 6
6 1 0
1 4
1 5
12 02:30 AM
0 6
6 0 0
0 4
0 4
10 02:45 AM
0 4
4 0 0
0 5
0 5
9 Total
0 19
19 1 0
1 18
1 19
39 03:00 AM
0 1
1 0 0
0 4
0 4
5 03:15 AM
0 8
8 0 0
0 5
0 5
13 03:30 AM
0 14
14 0 0
0 4
0 4
18 03:45 AM
0 10
10 0 0
0 4
0 4
14 Total
0 33
33 0 0
0 17
0 17
50 04:00 AM
0 12
12 0 0
0 11
0 11
23 04:15 AM
0 18
18 1 0
1 3
0 3
22 04:30 AM
0 26
26 0 0
0 11
0 11
37 04:45 AM
1 42
43 0 3
3 14
0 14
60 Total
1 98
99 1 3
4 39
0 39
142
05:00 AM
0 51
51 0 1
1 21
0 21
73 05:15 AM
1 71
72 1 1
2 25
0 25
99 05:30 AM
0 92
92 0 0
0 51
0 51
143
05:45 AM
0 78
78 0 1
1 38
0 38
117
135
0 135 432
Total 1 292 293 1 3 4
06:00 AM
0 79
79 0 3
3 46
0 46 128
06:15 AM
0 112
112 1 2
3 58
0 58 173
06:30 AM
0 132
132 0 1
1 55
0 55 188
06:45 AM
2 140
142 0 1
1 78
0 78 221
Total
2 463
465 1 7
8 237
0 237 710
07:00 AM
2 173
175 0 2
2 82
1 83 260
07:15 AM
4 185
189 2 4
6 118
1 119 314
07:30 AM
4 225
229 0 6
6 138
1 139 374
07:45 AM
31 219
250 0 44
44 191
0 191 485
Total
41 802
843
2 56
58 529
3 532
1433
08:00 AM
2 178
180
1 7
8 276
1 277
465
08:15 AM
5 246
251
0 3
3 205
0 205
459
08:30 AM
1 220
221
2 3
5 152
2 154
380
08:45 AM
5 146
151
0 1
3 14
1 17
133
1 134
286
Total
13 790 803
766 4
770
1590
09/12/2023 D1 Page 38 of 103

City of Vista
N/S: Dorsey Way
E/W: Bobier Drive
Weather: Clear
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
r,rni inc Prinfi-d- Tntni Vnh ima
File Name : 03 VST Dor_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 2
Bobier Drive
Dorsey Way
Bobier Drive
Westbound
Northbound
Eastbound
Start Time
Left
Thru I App.

Total
Left
Right App.

Total
Thru
Right A
Total
Int. Total
09:00 AM
0 129
129
1 3
4 99
1 100
233
09:15 AM
0 151
151
1 6
7 102
0 102
260
09:30 AM
0 103
103
0 1
1 90
0 90
194
09:45 AM
0 124
124
0 3
3 119
0 119
246
Total
0 507
507
2 13
15 410
1 411
933
10:00 AM
2 125
127
2 2
4 109
0 109
240
10:15 AM
1 100
101
1 2
3 103
0 103
207
10:30 AM
1 110
111
2 1
3 92
0 92
206
10:45 AM
0 88
88 0
2 2
105
1 106
196
Total
4 423
427
5 7
12 409
1 410
849
11:00 AM
1 118
119
1 3
4 119
0 119
242
11:15 AM
2 103
105
1 4
5 117
0 117
227
11:30 AM
1 102
103
1 0
1 124
1 125
229
11:45 AM
5 97
102
1 0
1 112
1 113
216
Total
9 420
429
4 7
11 472
2 474
914
12:00 PM
3 105
108
0 0
0 123
1 124
232
12:15 PM
1 111
112
0 5
5 137
2 139
256
12:30 PM
0 115
115
1 3
4 131
0 131
250
12:45 PM
1 123
124
0 1
1 140
0 140
265
Total
5 454
459
1 9
10 531
3 534
1003
01:00 PM
1 128
129
0 1
1 120
0 120
250
01:15 PM
2 146
148
1 3
4 121
0 121
273
01:30 PM
2 141
143
0 1
1 125
2 127
271
01:45 PM
12 115
127
1 3
4 153
1 154
285
Total
17 530
547
2 8
10 519
3 522
1079
02:00 PM
6 152
158
0 2
2 115
4 119
279
02:15 PM
8 130
138
0 16
16 166
5 171
325
02:30 PM
12 136
148
0 28
28 187
7 194
370
02:45 PM
4 133
137
0 2
2 191
0 191
330
Total
30 551
581
0 48
48 659
16 675
1304
03:00 PM
4 144
148
1 1
2 198
2 200
350
03:15 PM
2 178
180
0 9
9 220
1 221
410
03:30 PM
8 219
227
2 4
6 242
1 243
476
03:45 PM
8 188
196
0 4
4 270
2 272
472
Total
22 729
751
3 18
21 930
6 936
1708
04:00 PM
1 196
197
0 2
2 226
1 227
426
04:15 PM
2 168
170
2 0
2 229
4 233
405
04:30 PM
3 142
145
1 7
8 252
0 252
405
04:45 PM
4 165
169
1 5
6 284
0 284
459
Total
10 671
681
4 14
18 991
5 996
1695
05:00 PM
6 179
185
0 5
5 288
0 288
478
05:15 PM
5 156
161
0 6
6 255
0 255
422
05:30 PM
2 146
148
1 3
4 244
0 244
396
05:45 PM
4 142
146
0 1
1 203
0 203
350
Total
17 623
640
1 15
16 990
0 990
1646
06:00 PM
3 167
170
0 6
6 185
0 185
361
06:15 PM
4 165
169
0 3
3 181
0 181
353
09/12/2023
D1

City of Vista
N/S: Dorsey Way
E/W: Bobier Drive
Weather: Clear
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
Groups Printed- Total Volume
File Name : 03 VST Dor_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No :3
Bobier Drive
Dorsey Way
Bobier Drive
Westbound
Northbound
Eastbound
Start Time
Left
Thru I App. Total
Left
Right App.

Total
Thru
Right
App. Total
Int. Total
06:30 PM
2 131 133
1 0
1 180
3 183
317
06:45 PM
1 122 123
4 3
7 171
0 171
301
Total
10 585 595
5 12
17 717
3 720
1332
07:00 PM
0 123 123
0 0
0 154
0 154
277
07:15 PM
4 119 123
0 1
1 134
0 134
258
07:30 PM
1 161 162
0 1
1 112
0 112
275
07:45 PM
3 153 156
0 1
1 116
1 117
274
Total
8 556 564
0 3
3 516
1 517
1084
08:00 PM
3 105 108
1 3
4 134
0 134
246
08:15 PM
3 79 82
0 3
3 124
0 124
209
08:30 PM
1 95 96
0 0
0 91
0 91
187
08:45 PM
1 76 77
0 2
2 112
1 113
192
Total
8 355 363
1 8
9 461
1 462
834
09:00 PM
3 61 64
0 0
0 128
0 128
192
09:15 PM
0 64 64
0 0
0 105
0 105
169
09:30 PM
0 55 55
0 0
0 78
0 78
133
09:45 PM
0 3
46 46
226 229
0 0
0 0
0 0
73 0
73 119
Total
384 0 384
613
10:00 PM
0 43 43
0 0
0 62
0 62
105
10:15 PM
0 38 38
0 0
0 51
0 51
89 10:30 PM
0 35 35
0 0
0 46
0 46
81 10:45 PM
0 31 31
0 0
0 33
0 33
64 Total
0 147 147
0 0
0 192
0 192
339
11:00 PM
0 22 22
0 0
0 27
0 27
49 11:15 PM
0 19 19
0 0
0 18
0 18
37 11:30 PM
0 14 14
0 0
0 16
0 16
30 11:45 PM
0 0
9 9
64 64
0 0
0 0
0 0
15 76
0 0
15 76
24 Total
140
Grand Total
202
9392 9594
37 246
283
10082
51 10133
20010
Apprch %

2.1 97.9

13.1 86.9

99.5 0.5
Total %
1 46.9 47.9

0.2 1.2

1.4 50.4

0.3 50.6
Bobier Drive
Westbound
Dorsey Way
Northbound
Bobier Drive
Eastbound
Start Time
Left Thru I App. Total
Left Right App. Total
Thru Right App. Total
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Beqins at 07:45 AM
Int. Total
07:45 AM
31 219
250
0 44
44 191
0 191
485
08:00 AM
2 178
180
1 7
8 276
1 277
465
08:15 AM
5 246
251
0 3
3 205
0 205
459
08:30 AM
1 220
221
2 3
5 152
2 154
380
Total Volume
39 863
902
3 57
60 824
3 827
1789
% Avo. Total
1 4.3

95.7 5
95 1 99.6

0.4 PHF
1 .315
.877
.898
.375
.324
.341
.746
.375
.746
.922
09/12/2023 D1 Page 40 of 103

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Vista
File Name
N/S: Dorsey Way
Site Code
E/W: Bobier Drive
Start Date
Weather: Clear
Page No
03 VST Dor_Bobier 24hr
23223539
5/24/2023
4 Peak Hour Data
-a FM
v North
a)N 2 W
W Q
O C CO H C W iD
Peak Hour Begins04
at 07:45 A o
'tom, r �
COa Total Volume `m
0 Ww
F*
Left Ri ht
3 57
[421 60 F 1-02
Out In Total
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hour for Each A proach Be ins at:
07:30 AM
07:15 AM
04:30 PM
+0 mins.
4 225
229
2 4
6 252
0 252
+15 mins.
31 219
250
0 6
6 284
0 284
+30 mins.
2 178
180
0 44
44 288
0 288
+45 mins.
5 42
246
868
251
910
1 7
8 255
0 255
Total Volume
3 61 64
1079 0
1079
% App. Total

4.6 95.4

4.7 95.3
100
0 PHF
.339
.882
.906
.375
.347
.364
.937
.000
.937
09/12/2023 D1 Page 41 of 103

Location: Vista
N/S: Dorsey Way
E/W: Bobier Drive
m Date: Wednesday
Day Wednesday

PEDESTRIANS
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
0 0
0 0
0 0
0 09/12/2023 D1 Page 42 of 103

Location: Vista Date: 5/24/2023
N/5: Dorsey Way Day: Wednesday
E/W: Bobier Drive

BICYCLES
5outbbound Westbound Northbound Eastbound
Dorsey Way Bobier Drive Dorsey Way Bobier Drive
Icfr TFr.. Riohr — Thai RiaFr Iofr Thn� Ri— Infr T2 Rio Ft �00000000000000
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aaa000aaaaaa
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�00000000©0000
09/12/2023 D1 Page 43 of 103

City of Vista
N/S: Santa Fe Avenue
E/W: Bobier Drive
Weather: Clear
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
Groups Printed- Total Volume
File Name : 04_VST_SF_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 1
Santa Fe Avenue
Bobier Drive
Santa Fe Avenue
Bobier Drive
Southbound
Westbound
Northbound
Eastbound
Start Time
Left
Thru
Ri ht
App. Total
Left
Thru Right App. Total
Left
Thru
Ri ht
App. Total
Left
Thru
Right
App. Total
Int. Total
12:00 AM
3 5
1 9
4 4 2
10 0
15 1
16 6
6 4
16 51
12:15 AM
2 6
1 9
5 6 0
11 1
9 6
16 2
4 5
11 47
12:30 AM
1 6
2 9
5 2 2
9 1
5 0
6 2
11 4
17 41
12:45 AM
0 4
0 4
0 5 0
5 1
6 2
9 2
4 4
10 28
Total
6 21
4 31
14 17 4
35 3
35 9
47 12
25 17
54 167
01:00 AM
1 2
2 5
2 6 1
9 1
2 3
6 2
4 0
6 26
01:15 AM
1 3
4 8
5 3 1
9 0
5 1
6 3
6 0
9 32
01:30 AM
0 2
0 2
1 2 0
3 0
8 2
10 2
10 0
12 27
01:45 AM
0 2
0 2
2 5 2
9 1
4 2
7 1
5 0
6 24
Total
2 9
6 17
10 16 4
30 2
19 8
29 8
25 0
33 109
02:00 AM
4 1
0 5
1 2 2
5 1
2 1
4 1
3 2
6 20
02:15 AM
0 3
1 4
2 5 0
7 0
3 3
6 0
4 0
4 21
02:30 AM
0 0
1 1
2 4 0
6 2
2 0
4 0
4 0
4 15
02:45 AM
4 1
0 5
2 4 1
7 0
3 1
4 1
1 3
5 21
Total
8 5
2 15
7 15 3
25 3
10 5
18 2
12 5
19 77
03:00 AM
1 2
0 3
0 1 1
2 0
1 0
1 1
2 2
5 11
03:15 AM
2 3
3 8
0 5 1
6 2
3 2
7 1
4 0
5 26
03:30 AM
2 2
2 6
3 12 0
15 1
4 0
5 1
2 0
3 29
03:45 AM
0 5
4 9
4 5 2
11 1
5 3
9 0
3 1
4 33
Total
5 12
9 26
7 23 4
34 4
13 5
22 3
11 3
17 99
04:00 AM
1 5
5 11
4 5 0
9 2
6 4
12 3
7 1
11 43
04:15 AM
2 13
5 20
6 12 4
22 2
9 5
16 0
1 1
2 60
04:30 AM
3 19
6 28
16 14 4
34 2
11 3
16 1
9 1
11 89
04:45 AM
7 24
8 39
9 25 6
40 4
15 2
21 2
6 8
16 116
Total
13 61
24 98
35 56 14
105
10 41
14 65
6 23
11 40
308
05:00 AM
14 20
14 48
8 33 4
45 3
17 6
26 4
13 6
23 142
05:15 AM
17 30
20 67
10 37 5
52 10
23 11
44 5
15 7
27 190
05:30 AM
18 60
20 98
30 58 9
97 12
22 18
52 4
36 11
51 298
05:45 AM
18 53
19 90
29 41 16
86 12
44 14
70 4
29 11
44 290
Total
67 163
73 303
77 169 34
280
37 106
49 192
17 93
35 145
920
06:00 AM
22 64
18 104
25 54 9
88 9
48 16
73 10
32 12
54 319
06:15 AM
13 58
24 95
23 71 8
102
18 52
13 83
11 39
6 56
336
06:30 AM
17 95
39 151
34 78 17
129
19 66
16 101
12 42
12 66
447
06:45 AM
21 73
96 313
35 116
152
502
33 115
80 24
283 58
137
456
21 56
19 96
8 41
56 169
14 44
78 254
463
1565
Total
67 222 64 353
07:00 AM
28 98
50 176
33 100 24
157
22 71
33 126
13 53
12 78
537
07:15 AM
38 152
40 230
52 135 34
221
28 70
28 126
18 81
22 121
698
07:30 AM
37 117
51 205
43 149 30
222
53 90
21 164
37 87
39 163
754
07:45 AM
48 138
61 247
46 148 32
226
54 75
29 158
49 133
61 243
874
Total
151
505
202
858
174
532 120
826
157
306
111
574
117
354
134
605
2863
08:00 AM
65 161
44 270
47 101 28
176
37 126
64 227
58 171
55 284
957
08:15 AM
63 127
55 245
72 152 21
245
49 95
74 218
28 175
20 223
931
08:30 AM
42 191
48 281
56 134 41
231
34 77
37 148
27 114
26 167
827
08:45 AM
54 119
25 198
39 102 28
169
29 67
23 119
18 97
37 152
638
Total
224
598
172
994
214
489 118
821
149
365
198
712
131
557
138
826
3353
09/12/2023 D1 Page 44 of 103

City of Vista
N/S: Santa Fe Avenue
E/W: Bobier Drive
Weather: Clear
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
Groups Printed- Total Volume
File Name
: 04 VST SF_Bobier 24hr
Site Code
: 23223539
Start Date
: 5/24/2023
Page No
: 2
Santa Fe Avenue
Bobier Drive
Santa Fe Avenue
Bobier Drive
Southbound
Westbound
Northbound
Eastbound
Start Time
Left
Thru
Ri ht
App. Total
Left
Thru
Right
App. Total
Left
Thru
Right
App. Total
Left
Thru
Right
App. Total
Int. Total
09:00 AM
42 90
28 160
46 66
25 137
27 49
24 100
16 70
19 105
502
09:15 AM
17 64
29 110
21 80
22 123
28 47
16 91
17 74
16 107
431
09:30 AM
26 75
21 122
28 65
17 110
13 47
29 89
12 79
16 107
428
09:45 AM
17 49
37 103
29 69
17 115
20 41
27 88
17 79
25 121
427
Total
102
278
115
495
124
280
81 485
88 184
96 368
62 302
76 440
1788
10:00 AM
21 48
23 92
24 77
14 115
25 42
24 91
22 85
25 132
430
10:15 AM
15 54
24 93
33 56
14 103
22 45
21 88
18 62
25 105
389
10:30 AM
19 57
28 104
32 65
20 117
27 56
17 100
18 63
22 103
424
10:45 AM
24 63
9 96
23 64
20 107
23 69
21 113
16 72
18 106
422
Total
79 222
84 385
112
262
68 442
97 212
83 392
74 282
90 446
1665
11:00 AM
29 73
17 119
31 77
13 121
28 57
20 105
24 79
29 132
477
11:15 AM
22 71
24 117
39 61
30 130
27 56
20 103
21 67
28 116
466
11:30 AM
22 56
17 95
38 70
26 134
28 45
21 94
28 88
36 152
475
11:45 AM
33 59
16 108
41 63
18 122
25 55
29 109
27 77
26 130
469
Total
106
259
74 439
149
271
87 507
108
213
90 411
100
311
119
530
1887
12:00 PM
17 61
20 98
28 73
27 128
29 65
34 128
27 80
25 132
486
12:15 PM
24 55
20 99
19 71
23 113
30 83
19 132
27 94
33 154
498
12:30 PM
29 69
20 118
34 75
28 137
32 53
22 107
18 93
28 139
501
12:45 PM
34 66
20 120
19 78
23 120
27 56
27 110
24 95
24 143
493
Total
104
251
80 435
100
297
101
498
118
257
102
477
96 362
110
568
1978
01:00 PM
31 72
13 116
32 95
22 149
19 55
25 99
26 86
17 129
493
01:15 PM
24 67
18 109
58 105
32 195
45 67
26 138
26 71
39 136
578
01:30 PM
34 68
22 124
33 96
23 152
36 63
20 119
14 80
27 121
516
01:45 PM
31 78
26 135
35 64
29 128
41 81
23 145
11 95
34 140
548
Total
120
285
79 484
158
360
106
624
141
266
94 501
77 332
117
526
2135
02:00 PM
26 67
32 125
36 99
42 177
35 59
22 116
16 90
19 125
543
02:15 PM
22 74
22 118
40 86
35 161
45 71
33 149
39 101
34 174
602
02:30 PM
34 64
30 128
50 93
31 174
45 95
45 185
42 135
71 248
735
02:45 PM
30 60
24 114
35 82
25 142
36 97
50 183
37 140
46 223
662
Total
112
265
108
485
161
360
133
654
161
322
150
633
134
466
170
770
2542
03:00 PM
40 73
23 136
43 99
41 183
29 134
46 209
35 139
24 198
726
03:15 PM
46 95
21 162
39 124
48 211
42 145
62 249
45 138
41 224
846
03:30 PM
39 96
41 176
55 134
45 234
36 126
33 195
50 134
44 228
833
03:45 PM
53 181
57 291
54 97
44 195
44 152
41 237
58 185
48 291
1014
Total
178
445
142
765
191
454
178
823
151
557
182
890
188
596
157
941
3419
04:00 PM
56 163
56 275
48 107
54 209
40 139
51 230
53 117
40 210
924
04:15 PM
45 109
33 187
44 90
26 160
56 126
47 229
41 152
37 230
806
04:30 PM
44 95
27 166
46 82
50 178
47 128
43 218
53 159
39 251
813
04:45 PM
44 87
26 157
38 116
51 205
42 107
74 223
50 190
54 294
879
Total
189
454
142
785
176
395
181
752
185
500
215
900
197
618
170
985
3422
05:00 PM
57 106
28 191
50 108
40 198
58 111
76 245
56 185
50 291
925
05:15 PM
46 103
22 171
51 98
49 198
43 101
50 194
49 187
42 278
841
05:30 PM
58 104
19 181
32 90
35 157
31 129
52 212
46 168
34 248
798
05:45 PM
48 87
16 151
30 95
32 157
41 114
39 194
37 134
40 211
713
Total
209
400
85 694
163
391
156
710
173
455
217
845
188
674
166
1028
3277
06:00 PM
39 81
34 154
53 91
45 189
44 98
51 193
38 126
34 198
734
06:15 PM
38 57
21 116
38 107
34 179
51 104
54 209
37 123
30 190
694
09/12/2023 D1 Page 45 of 103

City of Vista
N/S: Santa Fe Avenue
E/W: Bobier Drive
Weather: Clear
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
Groups Printed- Total Volume
File Name : 04_VST_SF_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 3
Santa Fe
Avenue
Bobier Drive
Santa Fe Avenue
Bobier Drive
Southbound
Westbound
Northbound
Eastbound
Start Time
Left
Thru
Ri ht App. Total
Left
Thru
Right
App. Total
Left
Thr7
Right
App. Total
Left
Thru
Right
App. Total
Int. Total
06:30 PM
41 67
13 121
42 77
22 141
42 99
36 177
35 118
44 197
636
06:45 PM
37 61
13 111
33 66
30 129
36 90
27 153
23 86
47 156
549
Total
155
266
81 502
166
341
131
638
173
391
168
732
133
453
155
741
2613
07:00 PM
33 59
26 118
31 61
19 111
27 92
31 150
32 112
23 167
546
07:15 PM
30 58
10 98
59 89
24 172
36 86
36 158
28 78
32 138
566
07:30 PM
37 55
15 107
75 120
46 241
31 78
18 127
33 68
24 125
600
07:45 PM
19 51
9 79
84 124
24 232
31 77
24 132
24 74
31 129
572
Total
119
223
60 402
249
394
113
756
125
333
109
567
117
332
110
559
2284
08:00 PM
19 46
18 83
38 63
22 123
25 70
21 116
24 89
26 139
461
08:15 PM
33 55
8 96
30 59
28 117
22 58
24 104
27 79
27 133
450
08:30 PM
23 55
5 83
26 60
28 114
28 57
24 109
18 61
21 100
406
08:45 PM
11 24
5 40
14 59
17 90
15 46
18 79
16 76
12 104
313
Total
86 180
36 302
108
241
95 444
90 231
87 408
85 305
86 476
1630
09:00 PM
14 29
1 44
20 45
12 77
18 39
21 78
11 83
16 110
309
09:15 PM
9 23
3 35
17 43
19 79
13 33
16 62
15 81
11 107
283
09:30 PM
10 19
2 31
12 35
13 60
16 28
19 63
18 45
18 81
235
09:45 PM
7 40
20 91
1 7
28 138
16 29
14 59
11 26
15 52
12 56
49 258
12 57
73 371
212
1039
Total
65 152 58 275 58 126 71 255
10:00 PM
6 17
6 29
10 26
9 45
9 21
12 42
9 45
9 63
179
10:15 PM
5 14
2 21
13 29
7 49
10 27
16 53
13 22
13 48
171
10:30 PM
7 21
4 32
9 21
12 42
6 20
10 36
8 23
10 41
151
10:45 PM
3 16
1 20
6 20
6 32
7 17
13 37
4 26
8 38
127
Total
21 68
13 102
38 96
34 1681
32 85
51 168
34 116
40 190
628
11:00 PM
6 11
3 20
8 16
8 32
5 16
9 30
6 11
6 23
105
11:15 PM
5 12
2 19
5 11
7 23
5 12
5 22
6 10
7 23
87 11:30 PM
4 9
1 14
4 9
4 17
3 13
4 20
7 5
5 17
68 11:45 PM
2 6
2 10
5 5
3 13
2 15
12 53
2 20
16 88
5 4
6 15
54 Total
17 38 8 63
22 41 22 85
24 30 24 78
314
Grand Total
2186
5412
1722
9320
2635
5935
1903
10473
2147
5302
2198
9647
1902
6706
2034
106421
40082
Apprch %

23.5 58.1

18.5 25.2

56.7 18.2

22.3 55

22.8 17.9
63 19.1
Total %

5.5 13.5

4.3 23.3

6.6 14.8

4.7 26.1

5.4 13.2

5.5 24.1

4.7 16.7

5.1 26.6
Santa Fe Avenue
Southbound
Bobier Drive
Westbound
Santa Fe Avenue
Northbound
Bobier Drive
Eastbound
Start Time
Left I Thru Right I App. Total
Left I Thru Right I App. Total
Left I Thru Right I App. Total
I Left I Thru Right I App. Total
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM
Int. Total
03:15 PM
46 95
21 162
39 124
48 211
42 145
62 249
45 138
41 224
846
03:30 PM
39 96
41 176
55 134
45 234
36 126
33 195
50 134
44 228
833
03:45 PM
53 181
57 291
54 97
44 195
44 152
41 237
58 185
48 291
1014
04:00 PM
56 163
56 275
48 107
54 209
40 139
51 230
53 117
40 210
924
Total Volume
194
535
175
904
196
462
191
849
162
562
187
911
206
574
173
953
3617
% App. Total
1 21.5

59.2 19.4
1 23.1

54.4 22.5

17.8 61.7

20.5 1 21.6

60.2 18.2
PHF
.866
.739
.768
.777
.891
.862
.884
.907
.920
.924
.754
.915
.888
.776
.901
.819
.892
09/12/2023 D1 Page 46 of 103

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Vista
File Name
N/S: Santa Fe Avenue
Site Code
E/W: Bobier Drive
Start Date
Weather: Clear
Page No
04_VST_SF_Bobier 24hr
23223539
5/24/2023
4 Santa Fe Avenue
Out In Total
959 904 F 1863
175 535 194
Right T1u Le, ft
Peak Hour Data
-a^ t
~� N NJ 7 ' �O
a) � North W
> M O
l 7 Q
o` c rn LO F� Peak Hour Begins at 03:15 P ~2 N o
m° ^ t Total Volume `m
CD
O� �� Aw
+i T F+
Left Thru Ri ht
162 562 187
904 911 1815
Out In Total
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hnur fnr Fach Annrnach RPninc At•
07:45 AM
07:45 AM
04:15 PM
04:30 PM
+0
mins.
48 138
61 247
46 148
32 226
56 126
47 229
53 159
39 251
+15
mins.
65 161
44 270
47 101
28 176
47 128
43 218
50 190
54 294
+30
mins.
63 127
55 245
72 152
21 245
42 107
74 223
56 185
50 291
+45
mins.
42 218
191
617
48 208
281
1043
56 134
41 231
58 111
76 245
49 187
42 278
Total Volume
221 535 122 878
203 472 240 915
208 721 185
1114
% App.

Total

20.9 59.2

19.9 25.2

60.9 13.9

22.2 51.6

26.2 18.7

64.7 16.6
PHF
.838
.808
.852
.928
.767
.880
.744
.896
.875
.922
.789
.934
.929
.949
.856
.947
09/12/2023 D1 Page 47 of 103

Location: Vista Date: 5/24/2023
N/S: Santa Fe Avenue Day Wednesday
E/W: Bobier Drive

PEDESTRIANS
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
0 0
0 0
0 0
0 0
0 09/12/2023 D1 Page 48 of 103

Location: Vista Date: 5/24/2023
N/5: Santa Fe Avenue Day: Wednesday
E/W: Bobier Drive

BICYCLES
Southbound Westbound Northbound Eastbound
Santa Fe Avenue Bobier Drive Santa Fe Avenue Bobier Drive Icfr Th— Riohr lafr. Thni Riahr loh Thn� Rioht Infr Thr�� Riots �00000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
000000000000
�000000000000
�000000000000
�000000000000
�000000000000
000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�oa0000000000
�000000000000
�000000000000
�0000a0000000
�a0000000aooa
�000000000000
�000000000000
�o©ooa0000000
aaaaaaoaaaoa
�000000000000
�000000000000
�000000000000
�aoaaaaoaaooa
�000000000000
�o©0000000000
�000000000000
aaaaaaaaaaaa
�000000000000
�000000000000
�000000000000
�aaaaaaaaaaaa
�000000000000
�000000000000
�000000000000
�aaa000aaaaaa
�000000000000
000000000000
000000000000
aaaaaaaaaaaa
�000000000000
�000000000000
�000000000000
aaaaaaaaaaaa
�000000000000
�000000000000
�0000000a000a
�aaaaaaaaaaaa
�000000000000
�000000000000
�000000000000
Como©©©o00©©00
09/12/2023 D1 Page 49 of 103

City of Vista
N/S: Bobier Elementary Entry Driveway
E/W: Bobier Drive
Weather: Clear
Bobier Drive
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
Bobier Elementary Entry Driveway
12:00 AM 0 7 7 0
12:15AM 0 9 9 0
12:30 AM 0 5 5 0
12:45 AM 0 6 6 0
Total 0 27 27 0
01:00 AM 0 11 11 0
01:15AM 0 8 8 0
01:30 AM 0 3 3 0
01:45 AM 0 7 7 0
Total 0 29 29 0
02:00 AM 0 3 3 0
02:15 AM 1 6 7 0
02:30 AM 0 7 7 0
02:45 AM 0 4 4 0
Total 1 20 21 0
03:00 AM 0 1 1 0
03:15 AM 0 9 9 0
03:30 AM 0 14 14 0
03:45 AM 0 11 11 0
Total 0 35 35 0
04:00 AM 0 12 12 0
04:15 AM 0 17 17 0
04:30 AM 0 27 27 0
04:45 AM 0 43 43 0
Total 0 99 99 0
05:00 AM 0 51 51 0
05:15 AM 0 72 72 0
05:30 AM 0 93 93 0
05:45 AM 1 77 78 0
Total 1 293 294 0
06:00 AM 0 78 78 0
06:15 AM 1 114 115 0
06:30 AM 4 141 145 0
06:45 AM 3 139 142 0
Total 8 472 480 0
07:00 AM 2 171 173 0
07:15 AM 21 184 205 0
07:30 AM 51 226 277 0
07:45 AM 39 246 285 0
Total 113 827 940 0
08:00 AM 16 175 191 0
08:15 AM 9 247 256 0
08:30 AM 10 222 232 0
08:45 AM 3 143 146 0
Total 38 787 825 0
File Name : 05_VST_BE Entry_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 1
0 0 16
0 0 7
0 0 19
0 0 9
0 0 51
0 0 7
0 0 8
0 0 14
0 0 5
0 0 34
0 0 5
0 0 4
0 0 4
0 0 5
0 0 18
0 0 4
0 0 5
0 0 4
0 0 3
0 0 16
0 0 11
0 0 4
0 0 10
0 0 17
0 0 42
0 0 24
0 0 27
0 0 51
0 0 40
0 0 142
0 0 49
0 0 59
0 0 56
0 0 74
0 0 238
0 0 80
0 0 95
0 0 121
0 0 154
0 0 450
0 0 271
0 0 206
0 0 153
0 0 142
0 0 772
Bobier Drive
0 16 23
0 7 16
0 19 24
0 9 15
0 51 78
0 7 18
0 8 16
0 14 17
0 5 12
0 34 63
0 5 8
0 4 11
0 4 11
0 5 9
0 18 39
0 4 5
0 5 14
0 4 18
0 3 14
0 16 51
0 11 23
0 4 21
0 10 37
0 17 60
0 42 141
0 24 75
0 27 99
0 51 144
0 40 118
0 142 436
0 49 127
0 59 174
0 56 201
2 76 218
2 240 720
2 82 255
18 113 318
18 139 416
88 242 527
126 576 1516
20 291 482
3 209 465
4 157 389
0 142 288
27 799 1624
09/12/2023 D1 Page 50 of 103

City of Vista
N/S: Bobier Elementary Entry Driveway
E/W: Bobier Drive
Weather: Clear
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
Groups Printed- Total Volume
File Name : 05_VST_BE Entry_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 2
Bobier Drive
Bobier Elementary Entry Driveway
Bobier Drive
Westbound
Northbound
Eastbound
Start Time
Left
Thru I App. Total
Left
Ri ht App.

Total
Thru
Right App.

Total
Int. Total
09:00 AM
4 128 132
0 0
0 103
0 103
235
09:15 AM
0 148 148
0 0
0 107
0 107
255
09:30 AM
0 96 96
0 0
0 92
1 93
189
09:45 AM
2 125 127
0 0
0 124
3 127
254
Total
6 497 503
0 0
0 426
4 430
933
10:00 AM
2 127 129
0 0
0 111
2 113
242
10:15 AM
0 109 109
0 0
0 102
0 102
211
10:30 AM
0 110 110
0 0
0 97
1 98
208
10:45 AM
0 88 88
0 0
0 0
0 0
107
0 107
195
Total
2 434 436
417 3 420
856
11:00 AM
3 120 123
0 0
0 119
3 122
245
11:15 AM
12 105 117
0 0
0 121
7 128
245
11:30 AM
8 101 109
0 0
0 113
3 116
225
11:45 AM
2 99 101
0 0
0 113
0 113
214
Total
25 425 450 0
0 0
466
13 479
929
12:00 PM
1 107 108 0
0 0
123
0 123
231
12:15 PM
2 113 115 0
0 0
146
0 146
261
12:30 PM
0 119 119 0
0 0
130
1 131
250
12:45 PM
1 4
128 129 0
467 471 0
0 0
0 0
138
1 139
268
Total
537 2 539
1010
01:00 PM
1 131 132 0
0 0
118
3 121
253
01:15 PM
10 154 164 0
0 0
112
4 116
280
01:30 PM
3 148 151 0
0 0
116
4 120
271
01:45 PM
3 122 125 0
0 0
155
0 155
280
Total
17 555 572
0 0
0 501
11 512
1084
02:00 PM
1 156 157
0 0
0 127
1 128
285
02:15 PM
1 138 139
0 0
0 166
10 176
315
02:30 PM
20 149 169
0 0
0 193
32 225
394
02:45 PM
6 139 145
0 0
0 192
2 194
339
Total
28 582 610
0 0
0 678
45 723
1333
03:00 PM
4 143 147
0 0
0 195
1 196
343
03:15 PM
2 183 185
0 0
0 233
5 238
423
03:30 PM
3 218 221
0 0
0 253
4 257
478
03:45 PM
4 196 200
0 0
0 283
1 284
484
Total
13 740 753
0 0
0 964
11 975
1728
04:00 PM
3 200 203
0 0
0 225
2 227
430
04:15 PM
11 171 182
0 0
0 227
4 231
413
04:30 PM
11 151 162
0 0
0 259
7 266
428
04:45 PM
8 157 165
0 0
0 290
2 292
457
Total
33 679 712
0 0
0 1001
15 1016
1728
05:00 PM
10 197 207
0 0
0 291
0 291
498
05:15 PM
1 157 158
0 0
0 253
3 256
414
05:30 PM
7 147 154
0 0
0 239
2 241
395
05:45 PM
6 150 156
0 0
0 205
2 207
363
Total
24 651 675
0 0
0 988
7 995
1670
06:00 PM
0 168 168
0 0
0 189
0 189
357
06:15 PM
1 168 169
0 0
0 182
0 182
351
09/12/2023 D1 Page 51 of 103

City of Vista
N/S: Bobier Elementary Entry Driveway
E/W: Bobier Drive
Weather: Clear
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
Groups Printed- Total Volume
File Name : 05_VST_BE Entry_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 3
Bobier Drive
Bobier Elementary Entry Driveway
Bobier Drive
Westbound
Northbound
Eastbound
Start Time
Left
Thru I App.

Total
Left
Ri ht App.

Total
Thru
Right
App. Total
Int. Total
06:30 PM
0 134
134
0 0
0 176
0 176
310
06:45 PM
0 118
118
0 0
0 164
0 164
282
Total
1 588
589
0 0
0 711
0 711
1300
07:00 PM
0 124
124
0 0
0 160
0 160
284
07:15 PM
0 123
123
0 0
0 132
0 132
255
07:30 PM
0 170
170
0 0
0 113
0 113
283
07:45 PM
1 160
161
0 0
0 117
0 117
278
Total
1 577
578
0 0
0 522
0 522
1100
08:00 PM
0 112
112
0 0
0 134
0 134
246
08:15 PM
0 87
87 0
0 0
120
0 120
207
08:30 PM
0 103
103
0 0
0 88
0 88
191
08:45 PM
1 79
80 0
0 0
114
0 114
194
Total
1 381
382
0 0
0 456
0 456
838
09:00 PM
0 66
66 0
0 0
121
0 121
187
09:15 PM
0 63
63 0
0 0
108
0 108
171
09:30 PM
0 55
55 0
0 0
76 0
76 131
09:45 PM
0 42
42 0
0 0
0 0
0 78
0 78
120
Total
0 226 226
383 0 383
609
10:00 PM
0 45
45 0
0 0
63 0
63 108
10:15 PM
0 39
39 0
0 0
52 0
52 91
10:30 PM
0 33
33 0
0 0
41 0
41 74
10:45 PM
0 28
28 0
0 0
35 0
35 63
Total
0 145
145
0 0
0 191
0 191
336
11:00 PM
0 23
23 0
0 0
26 0
26 49
11:15 PM
0 18
18 0
0 0
19 0
19 37
11:30 PM
0 15
15 0
0 0
15 0
15 30
11:45 PM
0 8
8 0
0 0
0 0
0 16
76 0
0 16
76 24
Total
0 64 64
140
Grand Total
316
9600
9916
0 0
0 10080
266
10346
20262
Apprch %

3.2 96.8
0 0

97.4 2.6
Total %

1.6 47.4

48.9 0
0 0

49.7 1.3
5'
Bobier Drive
Westbound
Bobier Elementary Entry Driveway
Northbound
Bobier Drive
Eastbound
Start Time
Left Thru I App. Total
Left Right App. Total
Thru Right App. Total
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Beqins at 07:30 AM
Int. Total
07:30 AM
51 226
277
0 0
0 121
18 139
416
07:45 AM
39 246
285
0 0
0 154
88 242
527
08:00 AM
16 175
191
0 0
0 271
20 291
482
08:15 AM
9 247
256
0 0
0 206
3 209
465
Total Volume
115
894
1009
0 0
0 752
129
881
1890
% Avo. Total
1 11.4

88.6 0
0 1 85.4

14.6 PHF
1 .564
.905
.885
.000
.000
.000
.694
.366
.757
.897
09/12/2023 D1 Page 52 of 103

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
City of Vista
N/S: Bobier Elementary Entry Driveway
E/W: Bobier Drive
Weather: Clear
File Name : 05_VST_BE Entry_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 4
Peak Hour Data
�^
c North
W
r-- 1E-4 W o
O ccoo H cA
Peak Hour Begins at 07:30 A o
cl r- co
o
ca y Total Volume �„ `m
0 rnw
Left Ri ht
0 0
244 0 244
Out In Total
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hour for Each A proach Be ins at:
07:30 AM
12:00 AM
04:30 PM
+0 mins.
51 226
277
0 0
0 259
7 266
+15 mins.
39 246
285
0 0
0 290
2 292
+30 mins.
16 175
191
0 0
0 291
0 291
+45 mins.
9 247
256
0 0
0 253
3 256
Total Volume
115
894
1009
0 0
0 1093
12 1105
% App. Total

11.4 88.6
0 0

98.9 1.1
PHF
.564
.905
.885
.000
.000
.000
.939
.429
.946
09/12/2023 D1 Page 53 of 103

Location: Vista Date: 5/24/2023
N/S: Bobier Elem Entry Driveway Day Wednesday
E/W: Bobier Drive

PEDESTRIANS
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 a
0 0
0 0
0 0
0 0
0 0
0 0
0 0
s
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
09/12/2023 D1 Page 54 of 103

Location: Vista Date: 5/24/2023
N/5: Bobier Elem Entry Day: Wednesday
Drive
E/W: Babier Drive

BICYCLES
5ouhbound Westbound Northbound Eastbound
Dead End Bobier Drive Bobier Elem En[ry Driveway Bobier Drive Icfr TFr.. Ri.hl I fl TFni lu— loh Th— Ri— Infr TFr�� Rio Ft �000000000000
10 �000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
00 �000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
000000000000
000000000000
�000000000000
�000000000000
�000000000000
000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�000000000000
�0000a0000000
�000000000000
�000000000000
�000000000000
�aooaa000aooa
�000000000000
�000000000000
�0000a0000000
aoaaaaoaaaoa
�000000000000
�000000000000
�000000000000
�aoaaaaoaaooa
�000000000000
�000000000000
�000000000000
aaaaaaaaaaaa
�000000000000
�000000000000
�000000000000
�aaaaaaaaaaaa
�000000000000
�000000000000
�000000000000
aaa000aaaaaa
�000000000000
000000000000
000000000000
aaaaaaaaaaaa
�000000000000
�000000000000
�000000000000
aaaaaaaaaaaa
�000000000000
�000000000000
�0000000a000a
�aaaaaaaaaaaa
�000000000000
�000000000000
�000000000000
�0000000000®o®
09/12/2023 D1 Page 55 of 103

City of Vista
N/S: Bobier Elementary Exit Driveway
E/W: Bobier Drive
Weather: Clear
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
C,miins Printarl-Tntal Vnhima
File Name
: 06_VST_BE Exit—Bobier 24hr
Site Code
: 23223539
Start Date
: 5/24/2023
Page No
: 1
Bobier Drive
Bobier Elementary Exit Driveway
Bobier Drive
Westbound
Northbound
Eastbound
Start Time
Left
Thru App.

Total
Left Right I App. Total
Thru
Right I App.

Total
Int. Total
12:00 AM
0 7
7 0 0 0
16 0
16 23
12:15AM
0 9
9 0 0 0
7 0
7 16
12:30 AM
0 5
5 0 0 0
19 0
19 24
12:45 AM
0 6
6 0 0 0
9 0
9 15
Total
0 27
27 0 0 0
51 0
51 78
01:00 AM
0 11
11 0
0 0
7 0
7 18
01:15AM
0 8
8 0
0 0
8 0
8 16
01:30 AM
0 3
3 0
0 0
14 0
14 17
01:45 AM
0 7
7 0
0 0
5 0
5 12
Total
0 29
29 0
0 0
34 0
34 63
02:00 AM
0 3
3 0
0 0
5 0
5 8
02:15 AM
0 7
7 0
0 0
4 0
4 11
02:30 AM
0 7
7 0
0 0
4 0
4 11
02:45 AM
0 4
4 0
0 0
5 0
5 9
Total
0 21
21 0
0 0
18 0
18 39
03:00 AM
0 1
1 0
0 0
4 0
4 5
03:15 AM
0 9
9 0
0 0
5 0
5 14
03:30 AM
0 14
14 0
0 0
4 0
4 18
03:45 AM
0 11
11 0
0 0
3 0
3 14
Total
0 35
35 0
0 0
16 0
16 51
04:00 AM
0 12
12 0
0 0
11 0
11 23
04:15 AM
0 17
17 0
0 0
4 0
4 21
04:30 AM
0 27
27 0
0 0
10 0
10 37
04:45 AM
0 43
43 0
0 0
17 0
17 60
Total
0 99
99 0
0 0
42 0
42 141
05:00 AM
0 51
51 0
0 0
24 0
24 75
05:15 AM
0 72
72 0
0 0
27 0
27 99
05:30 AM
0 93
93 0
0 0
51 0
51 144
05:45 AM
0 78
78 0
0 0
40 0
40 118
Total
0 294
294
0 0
0 142
0 142
436
06:00 AM
1 78
79 0
0 0
49 0
49 128
06:15 AM
2 115
117
0 3
3 59
0 59
179
06:30 AM
1 144
145
1 3
4 56
0 56
205
06:45 AM
0 142
142
0 4
4 74
0 74
220
Total
4 479
483
1 10
11 238
0 238
732
07:00 AM
0 173
173
0 4
4 80
0 80
257
07:15 AM
0 202
202
3 19
22 95
0 95
319
07:30 AM
0 270
270
7 60
67 121
0 121
458
07:45 AM
0 273
273
12 98
110
154
0 154
537
Total
0 918
918
22 181
203
450
0 450
1571
08:00 AM
0 190
190
1 14
15 271
0 271
476
08:15 AM
0 254
254
2 6
8 206
0 206
468
08:30 AM
1 232
233
0 20
20 153
0 153
406
08:45 AM
0 144
144
2 1
3 142
0 142
289
Total
1 820
821
5 41
46 772
0 772
1639
09/12/2023
D1

City of Vista
N/S: Bobier Elementary Exit Driveway
E/W: Bobier Drive
Weather: Clear
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
r,rni ins Printarl- Tntmi Vnh ima
File Name
: 06_VST_BE Exit—Bobier 24hr
Site Code
: 23223539
Start Date
: 5/24/2023
Page No
: 2
Bobier Drive
Bobier Elementary Exit Driveway
Bobier Drive
Westbound
Northbound
Eastbound
Start Time
Left
Thru App.

Total
Left Ricjht I App. Total
Thru
Right I App.

Total
Int. Total
09:00 AM
0 132
132
0 3 3
103
0 103
238
09:15 AM
0 148
148
0 1 1
107
0 107
256
09:30 AM
1 96
97 0 1 1
92 0
92 190
09:45 AM
0 126
126
1 4 5
124
0 124
255
Total
1 502
503
1 9 10
426
0 426
939
10:00 AM 0 127 127 2 4 6 111 0 111 244
10:15 AM 0 109 109 0 1 1 102 0 102 212
10:30 AM 0 110 110 0 1 1 97 0 97 208
10:45 AM 0 88 88 0 0 0 107 0 107 195
Total 0 434 434 2 6 8 417 0 417 859
11:00 AM 0 120 120 3 3 6 119 0 119 245
11:15 AM 0 114 114 3 11 14 121 0 121 249
11:30 AM 0 109 109 0 12 12 113 0 113 234
11:45 AM 1 101 102 0 4 4 113 0 113 219
Total 1 444 445 6 30 36 466 0 466 947
12:00 PM 0 108 108 0 1 1 123 0 123 232
12:15 PM 0 115 115 0 1 1 146 0 146 262
12:30 PM 0 118 118 1 1 2 130 0 130 250
12:45 PM 0 128 128 1 1 2 138 0 138 268
Total 0 469 469 2 4 6 537 0 537 1012
01:00 PM 0 132 132 0 1 1 118 0 118 251
01:15 PM 0 161 161 3 0 3 112 0 112 276
01:30 PM 0 149 149 2 3 5 116 0 116 270
01:45 PM 0 124 124 1 1 2 155 0 155 281
Total 0 566 566 6 5 11 501 0 501 1078
02:00 PM 0 157 157 0 0 0 126 1 127 284
02:15 PM 0 137 137 2 11 13 165 1 166 316
02:30 PM 0 165 165 4 55 59 193 0 193 417
02:45 PM 0 143 143 2 9 11 192 0 192 346
Total 0 602 602 8 75 83 676 2 678 1363
03:00 PM 0 146 146 1 4 5 195 0 195 346
03:15 PM 0 185 185 0 4 4 233 0 233 422
03:30 PM 0 219 219 2 15 17 253 0 253 489
03:45 PM 0 200 200 0 4 4 283 0 283 487
Total 0 750 750 3 27 30 964 0 964 1744
04:00 PM 0 202 202 1 6 7 225 0 225 434
04:15 PM 0 181 181 1 5 6 227 0 227 414
04:30 PM 0 160 160 2 20 22 259 0 259 441
04:45 PM 0 164 164 1 11 12 290 0 290 466
Total 0 707 707 5 42 47 1001 0 1001 1755
05:00 PM 0 207 207 0 11 11 291 0 291 509
05:15 PM 0 158 158 0 5 5 253 0 253 416
05:30 PM 0 154 154 0 6 6 239 0 239 399
05:45 PM 0 155 155 1 11 12 205 0 205 372
Total 0 674 674 1 33 34 988 0 988 1696
06:00 PM 1 0 168 1681 0 0 0 1 189 0 1891 357
09/12/2023 D1 Page 57 of 103

City of Vista
N/S: Bobier Elementary Exit Driveway
E/W: Bobier Drive
Weather: Clear
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
r,rni ins Printarl- Tntmi Vnh ima
File Name
: 06_VST_BE Exit—Bobier 24hr
Site Code
: 23223539
Start Date
: 5/24/2023
Page No
: 3
Bobier Drive
Bobier Elementary Exit Driveway
Bobier Drive
Westbound
Northbound
Eastbound
Start Time
Left
Thru App.

Total
Left Ricjht I App. Total
Thru
Right I App.

Total
Int. Total
06:15 PM
1 167
168
2 2 4
182
0 182
354
06:30 PM
0 134
134
0 0 0
176
0 176
310
06:45 PM
0 118
118
0 0 0
164
0 164
282
Total
1 587
588
2 2 4
711
0 711
1303
07:00 PM
0 124
124
0 0
0 160
0 160
284
07:15 PM
0 123
123
0 0
0 132
0 132
255
07:30 PM
0 170
170
0 0
0 113
0 113
283
07:45 PM
0 160
160
1 1
2 117
0 117
279
Total
0 577
577
1 1
2 522
0 522
1101
08:00 PM
0 112
112
0 0
0 134
0 134
246
08:15 PM
0 87
87 0
0 0
120
0 120
207
08:30 PM
0 103
103
0 0
0 88
0 88
191
08:45 PM
0 80
80 0
0 0
114
0 114
194
Total
0 382
382
0 0
0 456
0 456
838
09:00 PM
0 66
66 0
0 0
121
0 121
187
09:15 PM
0 63
63 0
0 0
108
0 108
171
09:30 PM
0 55
55 0
0 0
76 0
76 131
09:45 PM
0 42
42 0
0 0
78 0
78 120
Total
0 226
226
0 0
0 383
0 383
609
10:00 PM
0 45
45 0
0 0
63 0
63 108
10:15 PM
0 39
39 0
0 0
52 0
52 91
10:30 PM
0 33
33 0
0 0
41 0
41 74
10:45 PM
0 28
28 0
0 0
35 0
35 63
Total
0 145
145
0 0
0 191
0 191
336
11:00 PM
0 23
23 0
0 0
26 0
26 49
11:15 PM
0 18
18 0
0 0
19 0
19 37
11:30 PM
0 15
15 0
0 0
15 0
15 30
11:45 PM
0 8
8 0
0 0
16 0
16 24
Total
0 64
64 0
0 0
76 0
76 140
Grand Total
8 9851
9859
65 466
531
10078
2 10080
20470
Apprch %

0.1 99.9

12.2 87.8
100
0 To %
0 48.1

48.2 0.3

2.3 2.6

49.2 0

49.2 Bobier Drive
Westbound
Bobier Elementary Exit Driveway
Northbound
Bobier Drive
Eastbound
Start Time
Left I T:h::ru=App. Total
Left Right I App. Total
Thru Right I App. Total
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Perak Hni it fnr Fnfira Intomeintinn Ronins nt 07.30 AM Int. Total
07:30 AM
0 270
270
7 60
67 121
0 121
458
07:45 AM
0 273
273
12 98
110
154
0 154
537
08:00 AM
0 190
190
1 14
15 271
0 271
476
08:15 AM
0 254
254
2 6
8 206
0 206
468
Total Volume
0 987
987
22 178
200
752
0 752
1939
% App. Total
0 100
11 89
100
0 PHF
.000
.904
.904
.458
.454
.455
.694
.000
.694
.903
09/12/2023
D1

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Vista
N/S: Bobier Elementary Exit Driveway
E/W: Bobier Drive
Weather: Clear
File Name
: 06_VST_BE Exit—Bobier 24hr
Site Code
: 23223539
Start Date
: 5/24/2023
Page No
: 4
Peak Hour Data
T Do
o�
m 2 North W
N
N LO W
I� L� �3 (O O
F Q
Peak Hour Begins at 07:30 A J
Lrn N v
C3 orn i Total Volume �� o m
�o
O � �o
V �
� r
Left Ri ht
22 178
�0 200 200
Out In Total
Rnh
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM
07:15 AM
04:30 PM
+0 mins.
0 270
270
3 19
22 259
0 259
+15 mins.
0 273
273
7 60
67 290
0 290
+30 mins.
0 190
190
12 98
110
291
0 291
+45 mins.
0 254
254
1 14
15 253
0 253
Total Volume
0 987
987
23 191
214
1093
0 1093
% App. Total
0 100

10.7 89.3
100
0 PHF
.000
.904
.904
.479
.487
.486
.939
.000
.939
09/12/2023 D1 Page 59 of 103

Location: Vista Date: 5/24/2023
N/S: Bobier Elem Exit Driveway Day Wednesday
Eft Bobier Drive

PEDESTRIANS
Time
North Leg
Dead End
East Leg
Bobier Drive
South Leg
Bobier Elem Exit Driveway
West Leg
Bobier Drive
TOTAL
12:00 AM
0 0
0 0
0 12:15 AM
0 0
0 0
0 12:30 AM
0 0
0 0
0 12:45 AM
0 0
0 0
0 1:00 AM
0 0
0 0
0 1:15 AM
0 0
0 0
0 1:30 AM
0 0
0 0
0 1:45 AM
0 0
0 0
0 2:00 AM
0 0
0 0
0 2:15 AM
0 0
0 0
0 2:30 AM
0 0
0 0
0 2:45 AM
0 0
0 0
0 3:00 AM
0 0
0 0
0 3:15 AM
0 0
0 0
0 3:30 AM
0 0
0 0
0 3:45 AM
0 0
0 0
0 4:00 AM
0 0
0 0
0 4:15 AM
0 0
0 0
0 4:30 AM
0 0
0 0
0 4:45 AM
0 0
0 0
0 5:00 AM
0 0
0 0
0 5:15 AM
0 0
0 0
0 5:30 AM
0 0
0 0
0 5:45 AM
0 0
1 0
1 6:00 AM
0 0
0 0
0 6:15 AM
0 0
0 0
0 6:30 AM
0 0
3 0
3 6:45 AM
0 0
1 0
1 7:00 AM
0 0
3 0
3 7:15 AM
0 0
0 0
0 7:30 AM
0 0
1 0
1 7:45 AM
0 0
2 0
2 8:00 AM
0 0
0 0
0 8:15 AM
0 0
2 0
2 8:30 AM
0 0
0 0
0 8:45 AM
0 0
0 1
1 9:00 AM
0 0
1 0
1 9:15 AM
0 0
0 0
0 9:30 AM
0 0
0 0
0 9:45 AM
0 0
1 0
1 10:00 AM
0 0
2 0
2 10:15 AM
0 0
0 1
1 10:30 AM
0 0
1 0
1 30:41 AM
0 0
0 0
0 11:00 AM
0 0
2 0
2 11:15 AM
0 0
2 0
2 11:30 AM
0 0
1 0
1 11:45 AM
0 0
1 0
1 12:00 PM
0 0
2 0
2 12:15 PM
0 0
0 0
0 12:30 PM
0 0
0 0
0 12:45 PM
0 0
1 0
1 1:00 PM
0 0
0 0
0 1:15 PM
0 0
2 0
2 1:30 PM
0 0
1 0
1 1:45 PM
0 0
1 0
1 2:00 PM
0 1
2 0
3 2:15 PM
0 0
17 0
17 2:30 PM
0 0
4 0
4 2:45 PM
0 1
4 0
5 3:00 PM
0 0
2 0
2 3:15 PM
0 0
1 0
1 3:30 PM
0 0
8 0
8 3:45 PM
0 0
3 0
3 4:00 PM
0 0
1 0
1 4:15 PM
0 0
2 0
2 4:30 PM
0 0
1 0
1 4:45 PM
0 0
2 0
2 5:00 PM
0 0
2 0
2 5:15 PM
0 0
2 0
2 5:30 PM
0 0
3 0
3 5:45 PM
0 0
2 0
2 6:00 PM
0 0
4 0
4 6:15 PM
0 0
3 0
3 6:30 PM
0 0
1 0
1 6:45 PM
0 0
2 0
2 7:00 PM
0 0
4 0
4 7:15 PM
0 0
3 0
3 7:30 PM
0 0
1 0
1 7:45 PM
0 0
2 0
2 8:00 PM
0 0
1 0
1 8:15 PM
0 0
1 0
1 8:30 PM
0 0
0 0
0 8:45 PM
0 0
0 0
0 9:00 PM
0 0
0 0
0 9:15 PM
0 0
0 0
0 9:30 PM
0 0
0 0
0 9:45 PM
0 0
0 0
0 10:00 PM
0 0
0 0
0 10:15 PM
0 0
0 0
0 30:30 PM
0 0
0 0
0 10:45 PM
0 0
0 0
0 11:00 PM
0 0
0 0
0 11:15 PM
0 0
0 0
0 11:30 PM
0 0
0 0
0 11:45 PM
0 0
0 0
0 TOTAL VOLUMES:
0 2
109
2 113
09/12/2023 D1 Page 60 of 103