Pleasant Hill City Council
May 15, 2023

Traffic Patterns Ÿ 169 Front Street, Suite 203Ÿ Danville, CA 94566 Ÿ (408) 916-8141 Ÿ www.trafficpatterns.net March 24, 2023
Ananthan Kanagasundaram
City of Pleasant Hill
100 Gregory Lane
Pleasant Hill, CA 94523
Subject: Intersection Improvements Study – Adult Crossing Guard Intersections Introduction:

The City of Pleasant Hill – Adult Crossing Guard program includes the deployment nine (9) adult crossing guards at various locations. In 2021 the City conducted a study of the adult crossing guard sites and found at that time that only two (2) of the crossing guard sites satisfy the Adult Crossing Guard criteria suggested by the State of California – Department of Transportation (Caltrans). The Caltrans evaluation criteria focuses on the number of “student-age” pedestrians crossing at an intersection to determine if crossing guard deployment should be considered.

As part of on-going traffic safety improvements, the City requested this study is to identify infrastructure improvements at the nine existing crossing guard sites that can be considered in lieu of crossing guards in efforts to provide permanent site improvements for the community.

The existing adult crossing guard sites in Pleasant Hill are identified in Table 1 along with the existing intersection controls of each site. Intersection controls vary from STOP-controls along the minor street of the intersection, All-Way STOPs, or traffic signal facilities. Each intersection is generally adjacent to or near a public school, see Figure 1 for map location of adult crossing guard sites.

Table 1
Pleasant Hill – Existing Adult Crossing Guard Locations No. Intersection Name Intersection Control Type
1 Boyd Rd & Patterson Blvd All-Way STOP
2 Contra Costa Blvd & Ellinwood Dr Traffic Signal
3 Gladys Dr & Helen Rd All-Way STOP
4 Monument Blvd & Buskirk Ave Traffic Signal
5 Gregory Ln & Brandon Rd STOP on Brandon Rd
6 Oak Park Blvd & Wendell Ln STOP on Wendell Ln
7 Pleasant Hill Rd & Paradise Ln STOP on Paradise Ln
8 Viking Dr & Odin Dr STOP on Odin Dr
9 Viking Dr & Ruth Dr All-Way STOP
To: Ananthan Kanagasundaram
Subject: Pleasant Hill – Intersection Improvement Study – Adult Crossing Guard Locations Date: March 24, 2023
Page:

Traffic Patterns Ÿ 169 Front Street, Suite 203Ÿ Danville, CA 94566 Ÿ (408) 916-8141 Ÿ www.trafficpatterns.net 2 Figure 1
Pleasant Hill – Adult Crossing Guard Sites

To: Ananthan Kanagasundaram
Subject: Pleasant Hill – Intersection Improvement Study – Adult Crossing Guard Locations Date: March 24, 2023
Page:

Traffic Patterns Ÿ 169 Front Street, Suite 203Ÿ Danville, CA 94566 Ÿ (408) 916-8141 Ÿ www.trafficpatterns.net 3 Background:

Adult Crossing Guard Evaluation Methodology
The California – Manual on Uniform Traffic Control Devices (CA-MUTCD) published by Caltrans identifies the recommend number of school-age pedestrians that should be actively crossing at a site for at least two hours of the day (40 students for Urban Environments such as Pleasant Hill) compared to the number of vehicles entering the crossing (i.e., 500 at STOP Controlled crossings, 350 at Uncontrolled Crossings, and 300 at Traffic Signals crossings). The two hours do not need to be consecutive.

Traffic Patterns analyzed the nine crossing guard sites in Pleasant Hill in 2021 and again in 2023 to determine which sites satisfy the CA-MUTCD criteria. It should be noted that the Adult Crossing Guard establishment criteria is not a “warrant” that requires an adult crossing guard to be deployed at an intersection if the criteria is satisfied, rather the criteria is meant to provide guidance for when crossing guards can be considered.

Analysis:

The 2021 analysis period occurred in the Fall 2021 (Thursday, October 28th); the analysis at that time aligned with the reentry to in-place learning following the pandemic. The 2023 analysis period occurred in the Spring (Wednesday, March 1, 2023) following the formal end by the federal government of the pandemic. Each analysis analyzed both “School-Age Only” pedestrian volumes (as suggested by the CAMUTCD) and “All Pedestrian” volumes (regardless of age). The findings are provided in Table 2 below.

In 2021 only two intersections satisfied the suggested adult crossing guard criteria, Boyd Rd & Patterson Blvd and Viking Dr & Ruth Dr. In 2023 the same two intersections satisfied the suggested criteria along with two additional intersections, Oak Park Blvd & Wendell Ln and Pleasant Hill Rd & Paradise Ln. One additional site, Gladys Dr & Helen Dr, satisfies the criteria only when considering all pedestrians.

The complete 2021 and 2023 intersection evaluation forms for the adult crossing guard review are provided within the Exhibits section of this report.

Table 2
Pleasant Hill – Existing Adult Crossing Guard Establishment Study Findings 2021 and 2023 No. Intersection Name
2021 Study 2023 Study
School Age
Pedestrians
All
Pedestrians
School Age
Pedestrians
All
Pedestrians
1 Boyd Rd & Patterson Blvd YES YES YES YES
2 Contra Costa Bl & Ellinwood Dr NO NO NO NO
3 Gladys Dr & Helen Rd NO YES NO YES
4 Monument Blvd & Buskirk Ave NO NO NO NO
5 Gregory Ln & Brandon Rd NO NO NO NO
6 Oak Park Blvd & Wendell Ln NO YES YES YES
7 Pleasant Hill Rd & Paradise Ln NO NO YES YES
8 Viking Dr & Odin Dr NO NO NO NO
9 Viking Dr & Ruth Dr YES YES YES YES
Intersections in BOLD satisfy CA-MUTCD Adult Crossing Guard criterion.

To: Ananthan Kanagasundaram
Subject: Pleasant Hill – Intersection Improvement Study – Adult Crossing Guard Locations Date: March 24, 2023
Page:

Traffic Patterns Ÿ 169 Front Street, Suite 203Ÿ Danville, CA 94566 Ÿ (408) 916-8141 Ÿ www.trafficpatterns.net 4 Table 3 below provides additional comparison between the 2021 and 2023 data by looking at changes in both total vehicle volumes entering each intersection as well as pedestrian activity.

Table 3
2021 vs 2023 Vehicle and Pedestrian Activity Trends
No. Intersection Name 2021 2023 % Change
Vehicles Student
Peds
Vehicles Student
Peds
Vehicles Student
Peds
1 Boyd Rd & Patterson Blvd 676
(701)
103
(164)
634
(647)
104
(158)
- 6%
- 8%
~ 0%
-4 %
2 Contra Costa Blvd & Ellinwood Dr 1,808
(2,268)
9 (0)
1,485
(2,213)
13 (6)
- 18%
+ 2%
+ 30%
> 100%
3 Gladys Dr & Helen Rd 282
(141)
31 (2)
250
(239)
29 (66)
- 11%
+ 70%
- 6%
> 100%
4 Monument Blvd & Buskirk Ave 3,864
(4,632)
6 (11)
4,018
(4,284)
8 (6)
+ 4%
- 7%
+ 33%
- 45%
5 Gregory Ln & Brandon Rd 791
(902)
8 (0)
800
(910)
3 (5)
+ 1%
~ 0%
- 63%
> 100%
6 Oak Park Blvd & Wendell Ln 548
(487)
30 (5)
550
(711)
50 (61)
~ 0%
+ 46%
+ 67%
> 100%
7 Pleasant Hill Rd & Paradise Ln 476
(500)
16 (4)
466
(484)
97 (69)
- 2%
- 3%
> 100%
> 100%
8 Viking Dr & Odin Dr 422
(344)
39 (25)
449
(295)
20 (21)
+ 6%
- 14%
- 50%
- 16%
9 Viking Dr & Ruth Dr 621
(547)
121
(153)
709
(677)
82 (181)
+ 14%
+ 24%
- 32%
+ 18%
- Highest Pedestrian Volume Hour for each AM | (PM) School Commute Period Shown but not consistent from site to site.

Table 3 shows a general consistency in traffic volumes between 2021 and 2023 with volumes changes less than 10%.

In the morning commute period, the highest volume change occured at Contra Costa Blvd & Ellinwood Dr with a drop in traffic of 323 vehicles (-18%). In the after-school commute period, Viking Dr & Ruth Dr saw the highest increase of 88 vehicles (+24%) but this represents an unnoticeable change of less than 1.5 vehicle per minute.

Pedestrian volume changes between 2021 and 2023 varies by intersection with the highest changes occurring near Pleasant Hill Elementary School at Oak Park Blvd & Wendell (+20 pedestrians in the AM and +46 pedestrians in the PM) and at Pleasant Hill Rd & Paradise Ln (+81 pedestrians in the AM and +65 pedestrians in the PM). The Pleasant Hill Rd & Paradise Ln crossing also services the private Play + Learn School adjacent to Pleasant Hill Elementary so pedestrian traffic increases may be associated to private school operations.

The subsequent section of this report provides a Tool Kit of permanent infrastructure options that the City can consider providing to offer full-time safety benefits at crossing guard locations.

To: Ananthan Kanagasundaram
Subject: Pleasant Hill – Intersection Improvement Study – Adult Crossing Guard Locations Date: March 24, 2023
Page:

Traffic Patterns Ÿ 169 Front Street, Suite 203Ÿ Danville, CA 94566 Ÿ (408) 916-8141 Ÿ www.trafficpatterns.net 5 Infrastructure Improvement Tool Kit
Traffic Patterns recommends a 4-tier improvement strategy for each of the study intersections. Tier 1 improvements provide minor signage & striping improvements. Tier 2 improvements utilize dynamic flashing beacon systems to highlight pedestrian crossings activity at intersections and time-of-day traffic signal timing strategies as signalized intersections along with improved detection strategies. Tier 3 improvements include traffic calming measures such as Speed Humps that utilize roadway deflection to both slow down motorists and to encourage compliance with STOP controls. Tier 4 improvements include major infrastructure improvements such as new traffic signals.

Tier 1 – Minor Signage & Striping Improvements Up to $25,000 Treatment Types Benefits
- High Visibility Yellow
Step-Ladder Crosswalks
- Reflective Markers
along Crosswalk
Periphery
- Green Bike Pathways
through Intersection
- Color or Textured
Intersection Returns
that reduce radius for
vehicles turning through
an intersection
- High Visibility School
Yellow-Green Warning
Signage, Multiple Signs
- 20 MPH School Speed
Zone with Flashers
- STOP Ahead Signage
and Pavement Messages
- Painted Centerlines
approaching Crosswalk
- All-Way STOP
Installations
- Focuses Motorists
Attention on roadway
where pedestriansbicyclists are expected
- Flashing beacon systems
target motorists only
during school
commuter periods of
the day
Limitations
- Dependent on motorists
paying attention to
roadway conditions
To: Ananthan Kanagasundaram
Subject: Pleasant Hill – Intersection Improvement Study – Adult Crossing Guard Locations Date: March 24, 2023
Page:

Traffic Patterns Ÿ 169 Front Street, Suite 203Ÿ Danville, CA 94566 Ÿ (408) 916-8141 Ÿ www.trafficpatterns.net 6 Tier 2 – Dynamic Awareness Elements Up to $35,000
Treatment Benefits
Rectangular Rapid Flashing
Beacon (RRFB)
Various accessories available
including audible push buttons
and crosswalk illuminator light
for nighttime crossings.
- High Visibility LED Flashing Bars
to capture motorist attention
- Low Maintenance and
Operations (Solar Powered)
- Consistent with existing City
equipment
- Can be combined with other
signage & striping treatments
Limitations
- Pedestrians push button
actuation, but passive
detection available
Treatment Benefits
Flashing LED Embedded
STOP Signs
(Activated by Time-of-Day)
Can be supplemented with
Flashing Red Ball indications for
additional visibility.
- High Visibility Red LEDs to
capture motorist attention
- Low Maintenance and
Operations (Solar Powered)
Limitations
- Best for All-Way STOPs
Treatment Benefits
Blank-Out “No Right Turn”
LED Signs
at Traffic Signals
Requires replacement of existing
video detection equipment.

New infrared detection systems
would also monitor crosswalks
to keep No Right Turn signs on
anytime pedestrians are in the
crosswalk during school
commute times.
- Restricts vehicle movements
only on pedestrian-bicycle
presence or by time-of-day
during school commute
periods
Limitations
- Can cause vehicle delays
- Appropriate only at traffic
signal intersections
To: Ananthan Kanagasundaram
Subject: Pleasant Hill – Intersection Improvement Study – Adult Crossing Guard Locations Date: March 24, 2023
Page:

Traffic Patterns Ÿ 169 Front Street, Suite 203Ÿ Danville, CA 94566 Ÿ (408) 916-8141 Ÿ www.trafficpatterns.net 7 Tier 3 – Traffic Calming Treatments Up to $65,000
Speed Humps vary in length
between 8-FT to 12-FT and run
the width of the street
Treatments Benefits
Speed Humps
------------------
Immediately Adjacent to
Crosswalks
- Requires all motorists to slow
down prior to approaching
crosswalk regardless of
bicycle-pedestrian presence
- Reduces Vehicle Speeds
- Builds better compliance with
STOP controls.
- OK for use at “Free Right Turn”
lanes at Traffic Signals
Limitations
- Can generate noise
- Impacts all vehicles including
emergency vehicles
- Not recommended for traffic
signal control crosswalks
Speed Tables vary in length
between 20-FT to 24-FT and
runt the width of the street with
the Top serving as a crosswalk
for pedestrians.

Treatments Benefits
Raised Crosswalk / Speed Table
(Single Crosswalk)
- Requires all motorists to slow
down at crosswalk regardless
of bicycle-pedestrian presence
- Similar benefits to Speed
Humps
Limitations
- May require drainage
accommodations
To: Ananthan Kanagasundaram
Subject: Pleasant Hill – Intersection Improvement Study – Adult Crossing Guard Locations Date: March 24, 2023
Page:

Traffic Patterns Ÿ 169 Front Street, Suite 203Ÿ Danville, CA 94566 Ÿ (408) 916-8141 Ÿ www.trafficpatterns.net 8 Tier 4 – Intersection Controls
Speed Tables vary in cost up to
$250,000
Treatments Benefits
Raised Intersection Table - Best when combined with an
All-Way STOP Intersection
- Reduces all vehicle speeds
entering intersection
Limitations
- May require major drainage
reconstruction
HAWK Traffic Signals vary in cost
up to $500,000
Treatments Benefits
HAWK Traffic Signal - Stops traffic only on
pedestrian-bicycled presence
Limitations
- Newer Technology, not
currently in Pleasant Hill.

Traffic Signals vary in cost up to
$1,000,000
Treatments Benefits
Full Traffic Signal - Best to assign right-of-way
Limitations
- Cost
The following section of this report identifies “minimum” recommended improvements at each of the adult crossing guard crosswalk locations in the City. Additional combinations from the items above can be incorporated pending funding constraints.

To: Ananthan Kanagasundaram
Subject: Pleasant Hill – Intersection Improvement Study – Adult Crossing Guard Locations Date: March 24, 2023
Page:

Traffic Patterns Ÿ 169 Front Street, Suite 203Ÿ Danville, CA 94566 Ÿ (408) 916-8141 Ÿ www.trafficpatterns.net 9 Minimum Recommended Intersection Improvements
Boyd Rd & Patterson Blvd – Existing Conditions
This intersection met the CA-MUTCD Adult Crossing Guard guidance criteria in both 2021 and 2023. The intersection has existing All-Way STOP controls, but Boyd Rd sees higher traffic volumes (7,200 Vehicle Per Day) with a higher concentration of vehicle traffic during the school commute periods due to the presence of two public schools immediately adjacent to the intersection, Sequoia Elementary School and Sequoia Middle School. Both schools serve as “magnet” schools for the school district attracting students from throughout the County and resulting in higher vehicle trips compared to neighborhood schools that service immediately adjacent households where students are more likely to walk or bike to school.

Figure 1
Boyd Rd & Patterson Blvd – Existing Conditions
The intersection was upgraded in 2021 as part of a focused citywide school crossing guard enhancement program. At that time new high-visibility stepladder crosswalk markings were added along with new crosswalks along each of the Sequoia School driveways.

The City receives resident requests for safety improvement at or near the Boyd Rd & Patterson Blvd intersection yearly. A five-year collision record study notes two bicycle involved collisions in 2016 and 2017.

To: Ananthan Kanagasundaram
Subject: Pleasant Hill – Intersection Improvement Study – Adult Crossing Guard Locations Date: March 24, 2023
Page:

Traffic Patterns Ÿ 169 Front Street, Suite 203Ÿ Danville, CA 94566 Ÿ (408) 916-8141 Ÿ www.trafficpatterns.net 10 Traffic Patterns recommends Tier III – Traffic Calming improvements to better build compliance by motorists with the existing All-Way STOP controls and to reduce vehicle speeds. Options can include Speed Humps at each of the approaches of the intersection immediately in front of marked crosswalks to ensure slower vehicle speeds or immediately before a STOP without a marked crosswalk. The speed humps should be complimented with Dynamic Flashing Red LED STOP signs that flash only during school commute periods of the day and minor signage & striping improvements (i.e., STOP AHEAD roadway markings and signage on Boyd Rd) are also recommended.

Figure 2
Boyd Rd & Patterson Blvd – Tier II Options
Cost Estimate: $100,000
Time of Day RED Flash:
7:00AM – 9:00 AM
2:15 PM – 3:30 PM
To: Ananthan Kanagasundaram
Subject: Pleasant Hill – Intersection Improvement Study – Adult Crossing Guard Locations Date: March 24, 2023
Page:

Traffic Patterns Ÿ 169 Front Street, Suite 203Ÿ Danville, CA 94566 Ÿ (408) 916-8141 Ÿ www.trafficpatterns.net 11 Contra Costa Blvd & Ellinwood Dr
The Contra Costa Blvd & Ellinwood Dr intersection currently operates with traffic signal controls that include a crosswalk for pedestrians along the north leg of the intersection. The traffic signal services pedestrians traveling from the Ellinwood Dr neighborhood to Gregory Gardens Elementary School just west of the intersection, and to Valley View Middle School and College Park High School to the north.

Pedestrian volumes at this intersection are considered low with approximately a dozen pedestrians during the morning school commute and a half-dozen during the after-school commute. A five-year collision record study notes five crashes each involving bicyclists.

Figure 3
Contra Costa Blvd & Ellinwood Dr – Proposed Improvements

Traffic Patterns recommends Tier 2 traffic signal modifications that include the installation of Dynamic Blank-Out “No Right Turn” signs to supplement the existing traffic signal controls along with detection upgrades that better monitor crosswalks. During school commute periods, the enhanced detection systems can be used to activate the blank-out signs while pedestrians are crossing the street.

Blank-out signs would be provided for both the northbound approach of Contra Costa Blvd and the westbound Ellinwood Dr approach (4 signs total).

This strategy may require a new traffic signal controller to operate the intersection. New traffic signal controllers will allow for the use of Leading Pedestrian Interval (LPI) that stops all vehicles for between 5- 7 seconds so that pedestrians may enter the intersection before releasing vehicle traffic, this strategy will benefit the community during all periods of the day.

Cost Estimate: $100,000
To: Ananthan Kanagasundaram
Subject: Pleasant Hill – Intersection Improvement Study – Adult Crossing Guard Locations Date: March 24, 2023
Page:

Traffic Patterns Ÿ 169 Front Street, Suite 203Ÿ Danville, CA 94566 Ÿ (408) 916-8141 Ÿ www.trafficpatterns.net 12 Gladys Dr & Helen Rd
The Gladys Dr & Helen Dr intersection serves as a direct entry point to Strandwood Elementary School located immediately west of the intersection. The intersection operates with an All-Way STOP controls and one crosswalk is provided along the south leg of the intersection.

It is noted that the 2021 and 2023 crossing guard study found the adult crossing guard establishment criteria to be satisfied only when including student and adult pedestrian activity. With the Strandwood Elementary School primary entry being at the terminus of Gladys Dr, there is the potential for higher interaction between vehicle and pedestrian during school commute periods.

Figure 4
Gladys Dr & Helen Rd – Existing vs Conditions
Time of Day RED Flash:
7:00AM – 9:00 AM
2:15 PM – 3:30 PM Cost Estimate: $125,000
To: Ananthan Kanagasundaram
Subject: Pleasant Hill – Intersection Improvement Study – Adult Crossing Guard Locations Date: March 24, 2023
Page:

Traffic Patterns Ÿ 169 Front Street, Suite 203Ÿ Danville, CA 94566 Ÿ (408) 916-8141 Ÿ www.trafficpatterns.net 13 A five-year collision record study notes no documented crashes at the Gladys Dr & Helen Rd intersection.

Both Gladys Dr and Helen Dr are recommended Class III – Neighborhood Bike Routes within the Draft – Bicycle & Pedestrian Transportation Plan with the intention of supporting school commute activities.

Traffic Patterns recommends a combination of Tier 1 – Minor Signage & Striping and Tier 3 – Traffic Calming Improvements at the Gladys Dr & Helen Rd intersection.

New High-Visibility Crosswalks
Traffic Patterns recommends providing marked crosswalks for all three intersection approaches given the proximity to Strandwood School. The crosswalks should utilize high-visibility crosswalk markings.

Curb Ramps for Pedestrian Mobility
Six new curb ramps, each connecting to one of the three new crosswalks is also recommended to ensure proper ADA access and mobility for students. The curb ramps should be positioned away from residential driveways.

Speed Humps
Each approach of the Gladys Dr & Helen Rd intersection should provide a speed hump after the limit line STOP to ensure slow vehicle speeds across crosswalks.

Flashing Red LED STOP Signs – School Commute Periods
Flashing STOP Signs should be added that flash red during school commute periods to capture motorist attention to the intersection controls. Traffic Patterns recommends using a Flash Red period of 7:00 AM – 9:00 AM and 2:15 PM – 3:30 PM.

To: Ananthan Kanagasundaram
Subject: Pleasant Hill – Intersection Improvement Study – Adult Crossing Guard Locations Date: March 24, 2023
Page:

Traffic Patterns Ÿ 169 Front Street, Suite 203Ÿ Danville, CA 94566 Ÿ (408) 916-8141 Ÿ www.trafficpatterns.net 14 Monument Blvd & Buskirk Ave
The Monument Blvd & Buskirk Ave intersection serves as a gateway for commercial shopping for Pleasant Hill to both the Downtown and the adjacent Crossroads Shopping Center. The intersection sees some of Pleasant Hills highest traffic volumes with 45,300 daily vehicles on Monument Blvd and 25,800 vehicles on Buskirk Ave due to the proximity to the I-680 ramps.

Both the 2021 and 2023 adult crossing guard studies saw some of the lowest pedestrian volumes of all the crossing guard sites in Pleasant Hill less than a dozen student pedestrian crossings. A five-year collision record study notes ten crash with two bicycle-involved crashes at the intersection.

Figure 6
Monument Blvd & Buskirk Ave – Proposed Improvements
Traffic Patterns recommends two infrastructure improvements to the Monument Blvd & Buskirk Ave to improve bicycle and pedestrian accessibility. Traffic Patterns recommends similar Tier 2 traffic signal modifications to Contra Costa Blvd & Ellinwood Dr, blank-out “No Right Turn” signs at each approach with a pedestrian crossing and enhanced detection systems that include crosswalk detection. Signal timing strategies should allow for activation of the “No Right Turn” signs all time during pedestrian activity in the crosswalk at school commute times and Lead Pedestrian Interval use during all other periods of the day.

Cost Estimate: $100,000
To: Ananthan Kanagasundaram
Subject: Pleasant Hill – Intersection Improvement Study – Adult Crossing Guard Locations Date: March 24, 2023
Page:

Traffic Patterns Ÿ 169 Front Street, Suite 203Ÿ Danville, CA 94566 Ÿ (408) 916-8141 Ÿ www.trafficpatterns.net 15 Gregory Lane & Brandon Rd
The Gregory Lane & Brandon Rd intersection was upgraded in 2021 by the City of Pleasant Hill to provide Pedestrian-Activated Flashing Beacon Warning Systems. The system includes three poles with doublesided beacon systems on each side of the crosswalk across Gregory Lane including a third pole in the median island of the intersection. The City also upgraded Brandon Rd in 2022 with a marked Class III – Bicycle Route facility.

The City of Pleasant Hill is actively pursuing grant funding for future streetscape improvements along Gregory Rd that may introduce new traffic patterns and improved bicycle-pedestrian facilities for the community.

Figure 7
Gregory Ln & Brandon Rd – Existing Conditions
Traffic Patterns recommends long-term the installation of a new Tier 4 – Traffic Signal facility in combination with future Complete Streets improvements along Gregory Lane. A new traffic signal will cost up to $1,000,000 and should operate similar to the recently installed traffic signal at Gregory Ln & Elinora Ave with Flashing Yellow Arrow Permissive Left Turn signal phasing.

In the near-term, the recently installed Tier 2 – Flashing Beacon System will suffice given the low number of pedestrians crossings noted at the intersection, but Advanced Flashing Beacon systems should be added on each of the Gregory Lane approaches.

Traffic Patterns also recommends that a similar Tier 2- Flashing Beacon system also be provided at the intersection of Gregory Lane & Khars Avenue.

Flashing Beacon
System Installed by
City at Gregory Ln &
Brandon Rd in 2021
Cost Estimate: $40,000
Advanced Flashing
Beacons on Gregory Lane
Approaches
To: Ananthan Kanagasundaram
Subject: Pleasant Hill – Intersection Improvement Study – Adult Crossing Guard Locations Date: March 24, 2023
Page:

Traffic Patterns Ÿ 169 Front Street, Suite 203Ÿ Danville, CA 94566 Ÿ (408) 916-8141 Ÿ www.trafficpatterns.net 16 Oak Park Blvd & Wendell Ln and Pleasant Hill Rd & Paradise Ln The Oak Park Blvd & Wendell Ln and Pleasant Hill Rd & Paradise Ln intersections are within proximity of one another and both adjacent to Pleasant Hill Elementary School. The intersections are discussed together because of the close spacing and similar roadway conditions.

The City of Pleasant Hill completed Tier 1 – Signage & Striping improvements at each of the crossings in 2021. A five-year crash collision record study of both study intersections notes no documented crash history.

Figure 8
Pleasant Hill Elementary School

Cost Estimate of Improvements: $125,000
Traffic Patterns recommends the following improvements around the Pleasant Hill Elementary School:

Tier 2 – Oak Park Blvd & Wendell Ln All Way STOP Improvement with Flashing Red STOP Signs ($75,000) At the intersection of Oak Park Blvd & Wendell Ln provide a new All-Way STOP intersection control that is coupled with Flashing Red STOP signs activated during school commute periods. Supplement the All-Way STOP with speed humps on the Oak Park Blvd approaches.

Tier 2 – All Way STOP Improvement with Flashing Red STOP Signs ($50,000) At the intersection of Pleasant Hill Rd & Paradise Ln provide a new All-Way STOP intersection control also coupled with Flashing Red STOP signs activated during school commute periods. The new All-Way STOP would also support slower vehicle speeds approaching the Pleasant Hill Rd & Oak Park Blvd intersection that already operates with an All-Way STOP; flashing Red STOP signs should also be considered at this intersection but are not included the cost estimate.

Pleasant Hill Rd
Oak Park Blvd
Wendell Ln
Paradise Ln
To: Ananthan Kanagasundaram
Subject: Pleasant Hill – Intersection Improvement Study – Adult Crossing Guard Locations Date: March 24, 2023
Page:

Traffic Patterns Ÿ 169 Front Street, Suite 203Ÿ Danville, CA 94566 Ÿ (408) 916-8141 Ÿ www.trafficpatterns.net 17 Viking Dr & Odin Dr
The Viking Dr & Odin Dr intersection is located at the base of a downward curve for traffic traveling east on Viking Dr from Morello Ave. The downward curve can result in slightly higher vehicle speeds. The City completed a traffic calming project on Viking Dr in 2021 that include new vehicle speed feedback signs and plastic bollards to visually and physically reduce lane widths for motorists. Just to the east of the intersection is the Contra Costa Canal Trail so pedestrian activity along Viking Dr can be high throughout the day.

The intersection currently has stop controls on the Odin Dr approaches. Crosswalks across both Viking Dr approaches are also provided.

Figure 9
Viking Dr & Odin Dr – Existing Conditions
A five-year crash collision record study of both study intersections notes one crash in 2019, no bicyclepedestrian impacts.

To: Ananthan Kanagasundaram
Subject: Pleasant Hill – Intersection Improvement Study – Adult Crossing Guard Locations Date: March 24, 2023
Page:

Traffic Patterns Ÿ 169 Front Street, Suite 203Ÿ Danville, CA 94566 Ÿ (408) 916-8141 Ÿ www.trafficpatterns.net 18 Traffic Patterns recommends coupling any improvements at Viking Dr & Odin Dr with improvements at Viking Dr & Morello Ave to better support school commute activities and to ensure corridor enhancements that will support both intersections. In the case of Viking Dr & Odin Dr, any field modifications will also impact operations at the Canal Trail Xing.

Figure 10
Viking Dr & Odin Dr – Proposed Improvements
Cost Estimate of Improvements: $125,000
Traffic Patterns recommends the following corridor improvements along Viking Dr.

Tier 1 - All-Way STOPs
Both intersections at Morello Ave & Viking Dr and Viking Dr & Odin Dr should include All Way STOP controls with high-visibility stepladder crosswalk markings. Both locations should also provide Red LED Flashing Stop Signs by Time-of-Day.

Tier 2 – Traffic Calming Speed Humps at Viking Dr & Odin Dr Speed humps should be placed at each approach of the Viking Dr & Odin Dr intersection after the limit line STOP to ensure motorists slow down for pedestrians within the intersection.

Time of Day RED Flash:
7:00AM – 9:00 AM
2:15 PM – 3:30 PM
To: Ananthan Kanagasundaram
Subject: Pleasant Hill – Intersection Improvement Study – Adult Crossing Guard Locations Date: March 24, 2023
Page:

Traffic Patterns Ÿ 169 Front Street, Suite 203Ÿ Danville, CA 94566 Ÿ (408) 916-8141 Ÿ www.trafficpatterns.net 19 Viking Dr & Ruth Dr
The Viking Dr & Ruth Dr is one of the two intersections in both 2021 and 2023 that satisfied the adult crossing guard suggested criteria on student-age pedestrian activity alone. Given the proximity of the intersection to Diablo Valley College, College Park High School, and Valley View Middle School this is not unexpected.

The intersection currently has an All-Way STOP control but there is a horizontal curve in the roadway west of the intersection that can limit intersection visibility as motorists travel east towards the intersection from the schools. The intersection also lacks high-visibility crosswalk markings that demand more attention of motorists and large trees in the area provide shade that limits the visibility of crosswalk markings.

Figure 11
Viking Dr & Ruth Dr – Existing Conditions
A five-year crash collision record study of both study intersections notes one crash in 2016, no bicyclepedestrian impacts.

To: Ananthan Kanagasundaram
Subject: Pleasant Hill – Intersection Improvement Study – Adult Crossing Guard Locations Date: March 24, 2023
Page:

Traffic Patterns Ÿ 169 Front Street, Suite 203Ÿ Danville, CA 94566 Ÿ (408) 916-8141 Ÿ www.trafficpatterns.net 20 Figure 12
Viking Dr & Ruth Dr – Proposed Improvements
Cost Estimate of Improvements: $85,000
Traffic Patterns recommends relatively minor improvements at the Viking Dr & Ruth Dr intersection, including:

Tier 1 - High-Visibility Crosswalk Markings and Flashing LED STOP Signs Replace the existing parallel bar crosswalks that are fading with step-ladder crosswalk markings.

Supplement the existing All-Way STOP with Time-of-Day Flashing LED Stops during school commute periods of the day.

Tier 3 – Traffic Calming Speed Humps along Viking Dr
Provide speed humps at each intersection approach to reduce vehicle speeds and to build compliance with the STOP controls.

Time of Day RED Flash:
7:00AM – 9:00 AM
2:15 PM – 3:30 PM
To: Ananthan Kanagasundaram
Subject: Pleasant Hill – Intersection Improvement Study – Adult Crossing Guard Locations Date: March 24, 2023
Page:

Traffic Patterns Ÿ 169 Front Street, Suite 203Ÿ Danville, CA 94566 Ÿ (408) 916-8141 Ÿ www.trafficpatterns.net 21 The total cost of proposed improvement for the nine existing adult crossing guard intersections in Pleasant Hill are provided in Table 4. The proposed improvement will provide better safety conditions for the Pleasant Hill community than limited time-of-day crossing operations along.

Table 4
Pleasant Hill – Existing Adult Crossing Guard Locations No. Intersection Name Cost of Proposed
Improvements
1 Boyd Rd & Patterson Blvd $100,000
2 Contra Costa Blvd & Ellinwood Dr $100,000
3 Gladys Dr & Helen Rd $125,000
4 Monument Blvd & Buskirk Ave $100,000
5 Gregory Ln & Brandon Rd $40,000
6 Oak Park Blvd & Wendell Ln $75,000
7 Pleasant Hill Rd & Paradise Ln 50,000
8 Viking Dr & Odin Dr $125,000
9 Viking Dr & Ruth Dr $85,000
Budgetary Cost Estimate: $800,000
If you have any questions, please feel free to contact us at (408) 916-8141.

Sincerely,
Exhibit A
2023 Adult Crossing Guard
Data Analysis Forms
Adult Crossing Guard Study
Traffic Data Collection & Analysis Form
Intersection Name: Existing Intersection Controls:

Environment Type:

City:

Data Collection Date: Crossing Guard Criteria Satisfied (School Kid Peds Only):

Crossing Guard Criteria Satisfied (School Kid & Adult Peds):

Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard
AM
7:00 - 7:14 8 0 13 0 1 0 0 0 0 0 2 0 0 9 6 0 0 0 15 11 0 0 0 0 7:15 - 7:29 4 0 21 0 0 0 0 0 0 0 1 0 0 23 11 0 1 0 14 19 0 0 0 0 7:30 - 7:44 14 0 31 0 2 1 0 0 0 0 2 0 0 49 19 0 0 0 34 29 0 1 2 1 7:45 - 7:59 40 0 28 20 10 14 0 0 0 18 8 0 0 48 19 2 0 1 29 41 0 37 11 17 Hour Totals: 66 0 93 20 13 15 0 0 0 18 13 0 0 129 55 2 1 1 92 100 0 38 13 18 8:00 - 8:14 21 0 33 22 11 12 0 0 0 21 24 0 0 33 20 9 5 6 48 45 0 40 25 17 8:15 - 8:29 14 0 20 5 6 1 0 0 0 2 2 0 0 23 19 0 0 0 38 24 0 5 8 3 8:30 - 8:44 8 0 21 0 1 0 0 0 0 0 1 0 0 34 26 0 0 0 27 21 0 0 2 0 8:45 - 8:59 18 0 25 0 1 0 0 0 0 0 0 0 0 44 18 0 0 0 28 26 0 0 1 0 Hour Totals: 61 0 99 27 19 13 0 0 0 23 27 0 0 134 83 9 5 6 141 116 0 45 36 20 PM
12:30 - 12:44 19 0 28 0 1 0 0 0 0 0 1 0 0 30 8 0 0 0 37 30 0 0 0 0 12:45 - 12:59 12 0 31 0 1 0 0 0 0 0 1 0 0 42 13 0 0 0 21 27 0 0 2 0 1:00 - 1:14 17 0 34 6 4 0 0 0 0 7 3 0 0 43 27 0 0 0 34 40 0 12 4 0 1:15 - 1:29 18 0 22 2 3 2 0 0 0 5 6 0 0 26 9 0 0 0 38 29 0 3 3 2 Hour Totals: 66 0 115 8 9 2 0 0 0 12 11 0 0 141 57 0 0 0 130 126 0 15 9 2 1:30 - 1:44 26 0 43 0 3 3 0 0 0 2 7 0 0 29 9 0 2 0 25 19 0 2 12 7 1:45 - 1:59 21 0 27 40 19 13 0 0 0 48 25 0 0 43 11 2 3 2 43 37 0 59 28 14 2:00 - 2:14 10 0 37 0 1 1 0 0 0 2 0 0 0 25 13 0 0 0 25 20 0 1 1 0 2:15 - 2:29 15 0 42 0 0 0 0 0 0 2 0 0 0 29 24 0 0 0 39 35 0 0 0 0 Hour Totals: 72 0 149 40 23 17 0 0 0 54 32 0 0 126 57 2 5 2 132 111 0 62 41 21 2:30 - 2:44 40 0 48 1 0 0 0 0 0 1 3 0 0 22 20 0 0 0 26 23 0 2 0 0 2:45 - 2:59 18 0 30 2 3 0 0 0 0 2 4 0 0 36 10 0 0 0 30 45 0 6 4 0 3:00 - 3:14 26 0 42 0 0 0 0 0 0 1 0 0 0 38 13 0 0 0 30 28 0 1 1 0 3:15 - 3:29 35 0 36 0 1 0 0 0 0 0 1 0 0 36 17 0 0 0 21 32 0 1 0 0 Hour Totals: 119 0 156 3 4 0 0 0 0 4 8 0 0 132 60 0 0 0 107 128 0 10 5 0 MUTCD - CA, CROSSING GUARD CRITERIA: Traffic Data Summary Control Types: Environmental Type: Urban Criteria: Auto Sc Peds Rural Criteria: Auto Sc Peds Vehicles School Peds Adult Peds Uncontrolled Rural Uncontrolled: 350 40 Uncontrolled: Uncontrolled: 300 30 Hour 1 535 78 40 Yes 118 Yes STOP (Minor) Urban STOP: 500 40 STOP: 500 40 Hour 2 634 104 87 Yes 191 Yes STOP (All-Way) Traffic Signal: 300 40 Traffic Signal: 300 40 Hour 3 635 35 29 No 64 Yes Traffic Signal Hour 4 647 158 101 Yes 259 Yes
Hour 5 702 17 17 No 34 No
PM
181 17 0 23 198
School
Peds
Satisfied
All Peds
Total
All Peds
Satisfied
YES
AM
243 103
51 257 81
Westbound
192
0 256 24
0 Pleasant Hill
3/1/23
Boyd Rd & Patterson Blvd STOP (All-Way)
Urban
YES
160 46 0 50
0 31
14 Eastbound
217
184 3
235 15
221 63 0 86 183 7
275 7 0 12 192
Period
159 33
Northbound Southbound
Adult Crossing Guard Study
Traffic Data Collection Form
Intersection Name: Existing Intersection Controls:

Environment Type:

City:

Data Collection Date: Crossing Guard Criteria Satisfied (School Kid Peds Only):

Crossing Guard Criteria Satisfied (School Kid & Adult Peds):

Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard
AM
7:00 - 7:14 0 60 13 0 0 0 31 81 0 0 0 0 0 0 0 0 0 0 26 0 33 0 1 0 7:15 - 7:29 0 76 15 0 0 0 42 106 0 2 0 0 0 0 0 0 0 0 24 0 30 1 0 0 7:30 - 7:44 0 111 16 0 0 0 38 190 0 3 0 0 0 0 0 0 0 0 24 0 72 5 1 0 7:45 - 7:59 0 120 19 0 0 0 59 237 0 1 2 0 0 0 0 0 0 0 22 0 40 1 3 0 Hour Totals: 0 367 63 0 0 0 170 614 0 6 2 0 0 0 0 0 0 0 96 0 175 7 5 0 8:00 - 8:14 0 177 22 0 0 0 52 197 0 0 2 0 0 0 0 0 0 0 22 0 51 0 2 0 8:15 - 8:29 0 130 22 0 0 0 46 235 0 1 1 0 0 0 0 0 0 0 19 0 37 0 1 0 8:30 - 8:44 0 119 16 0 0 0 41 243 0 0 0 0 0 0 0 0 0 0 33 0 33 0 1 0 8:45 - 8:59 0 105 15 0 0 0 39 148 0 0 0 0 0 0 0 0 0 0 20 0 35 0 1 0 Hour Totals: 0 531 75 0 0 0 178 823 0 1 3 0 0 0 0 0 0 0 94 0 156 0 5 0 PM
12:30 - 12:44 0 212 22 0 0 0 41 209 0 1 1 0 0 0 0 0 0 0 23 0 49 0 1 0 12:45 - 12:59 0 263 18 0 0 0 39 194 0 2 1 0 0 0 0 0 0 0 23 0 38 2 2 0 1:00 - 1:14 0 206 26 0 0 0 31 183 0 0 1 0 0 0 0 0 2 0 26 0 41 0 2 0 1:15 - 1:29 0 264 24 0 0 0 37 185 0 0 2 0 0 0 0 0 2 0 22 0 37 1 6 0 Hour Totals: 0 945 90 0 0 0 148 771 0 3 5 0 0 0 0 0 4 0 94 0 165 3 11 0 1:30 - 1:44 0 262 17 0 0 0 35 139 0 0 0 0 0 0 0 0 0 0 19 0 41 1 0 0 1:45 - 1:59 0 242 24 0 0 0 23 142 0 0 0 0 0 0 0 0 1 0 31 0 38 2 1 0 2:00 - 2:14 0 254 28 0 0 0 26 139 0 0 2 0 0 0 0 0 0 0 26 0 28 0 0 0 2:15 - 2:29 0 200 31 0 0 0 35 209 0 0 0 0 0 0 0 0 2 0 21 0 44 0 0 0 Hour Totals: 0 958 100 0 0 0 119 629 0 2 0 0 0 0 0 3 0 97 0 151 3 1 0 2:30 - 2:44 0 217 22 0 0 0 22 166 0 0 0 0 0 0 0 0 0 0 20 0 33 1 1 0 2:45 - 2:59 0 244 35 0 0 0 31 162 0 0 1 0 0 0 0 0 0 0 19 0 30 0 0 0 3:00 - 3:14 0 246 25 0 0 0 31 136 0 1 0 0 0 0 0 0 2 0 25 0 53 2 3 0 3:15 - 3:29 0 256 30 0 0 0 45 154 0 0 1 0 0 0 0 0 1 0 4 0 15 0 0 0 Hour Totals: 0 963 112 0 0 0 129 618 0 1 2 0 0 0 0 0 3 0 68 0 131 3 4 0 MUTCD - CA, CROSSING GUARD CRITERIA: Traffic Data Summary Control Types: Environmental Type: Urban Criteria: Auto Sc Peds Rural Criteria: Auto Sc Peds Vehicles School Peds Adult Peds Uncontrolled Rural Uncontrolled: 350 40 Uncontrolled: Uncontrolled: 300 30 Hour 1 1485 13 7 No 20 No STOP (Minor) Urban STOP: 500 40 STOP: 500 40 Hour 2 1857 1 8 No 9 No STOP (All-Way) Traffic Signal: 300 40 Traffic Signal: 300 40 Hour 3 2213 6 20 No 26 No Traffic Signal Hour 4 2054 3 6 No 9 No
Hour 5 2021 4 9 No 13 No
14 PM
199 7
3 School
Peds
Satisfied
All Peds
Total
0 748 2 0
259
Period
430 0
Northbound Southbound
250 5
Westbound
271
Eastbound
0 0 0
All Peds
Satisfied
AM
Pleasant Hill
3/1/23
0 1035 0 919 8 0 4
NO
248 4
12 0
Contra Costa Blvd & Ellinwood Dr Traffic Signal
Urban
3 606 0 1001 4
784 8
1075 0
NO
747 3
1058
Adult Crossing Guard Study
Traffic Data Collection Form
Intersection Name: Existing Intersection Controls:

Environment Type:

City:

Data Collection Date: Crossing Guard Criteria Satisfied (School Kid Peds Only):

Crossing Guard Criteria Satisfied (School Kid & Adult Peds):

Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard
AM
7:00 - 7:14 5 0 1 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 9 1 0 0 0 0 7:15 - 7:29 11 0 11 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 7 0 0 0 0 0 7:30 - 7:44 21 0 9 0 0 0 0 0 0 0 0 0 0 0 11 0 0 0 20 5 0 0 0 0 7:45 - 7:59 42 0 16 18 14 10 0 0 0 5 4 0 0 6 40 0 0 0 26 29 0 0 0 0 Hour Totals: 79 0 37 18 14 10 0 0 0 5 4 0 0 6 60 0 0 0 62 35 0 0 0 0 8:00 - 8:14 33 0 27 15 26 8 0 0 0 14 17 0 0 0 21 0 0 0 27 23 0 0 0 0 8:15 - 8:29 6 0 15 0 3 0 0 0 0 0 0 0 0 4 6 0 0 0 20 7 0 0 1 0 8:30 - 8:44 1 0 4 0 1 0 0 0 0 0 1 0 0 1 6 0 0 0 17 1 0 0 0 0 8:45 - 8:59 4 0 4 0 4 0 0 0 0 0 1 0 0 1 2 0 0 0 20 0 0 0 0 0 Hour Totals: 44 0 50 15 34 8 0 0 0 14 19 0 0 6 35 0 0 0 84 31 0 0 1 0 PM
12:30 - 12:44 21 0 13 1 6 4 0 0 0 6 6 0 0 1 6 0 0 0 8 11 0 0 1 0 12:45 - 12:59 15 0 9 21 17 11 0 0 0 14 11 0 8 36 0 0 1 0 14 11 0 0 0 0 1:00 - 1:14 8 0 11 14 7 5 0 0 0 9 3 0 0 4 23 0 0 0 13 4 0 0 0 0 1:15 - 1:29 1 0 7 1 0 0 0 0 0 0 0 0 0 0 7 0 0 0 5 3 0 0 0 0 Hour Totals: 45 0 40 37 30 20 0 0 0 29 20 0 8 41 36 0 1 0 40 29 0 0 1 0 1:30 - 1:44 7 0 7 0 2 0 0 0 0 0 3 0 0 2 4 0 0 0 11 2 0 0 1 0 1:45 - 1:59 11 0 13 3 2 0 0 0 0 0 1 0 0 3 8 0 0 0 8 5 0 0 0 0 2:00 - 2:14 5 0 8 0 1 0 0 0 0 0 0 0 0 4 12 0 0 0 9 0 0 0 0 0 2:15 - 2:29 5 0 6 0 0 0 0 0 0 0 1 0 0 1 6 0 0 0 12 1 0 0 0 0 Hour Totals: 28 0 34 3 5 0 0 0 0 0 5 0 0 10 30 0 0 0 40 8 0 0 1 0 2:30 - 2:44 0 0 7 2 2 0 0 0 0 0 1 0 0 5 5 0 0 0 12 2 0 0 0 0 2:45 - 2:59 3 0 14 0 1 0 0 0 0 0 0 0 0 2 4 0 0 0 16 5 0 0 0 0 3:00 - 3:14 6 0 18 1 1 0 0 0 0 1 0 0 0 1 11 0 0 0 9 1 0 0 0 0 3:15 - 3:29 3 0 11 0 0 0 0 0 0 0 0 0 1 9 1 0 0 0 27 0 0 0 0 0 Hour Totals: 12 0 50 3 4 0 0 0 0 1 1 0 1 17 21 0 0 0 64 8 0 0 0 0 MUTCD - CA, CROSSING GUARD CRITERIA: Traffic Data Summary Control Types: Environmental Type: Urban Criteria: Auto Sc Peds Rural Criteria: Auto Sc Peds Vehicles School Peds Adult Peds Uncontrolled Rural Uncontrolled: 350 40 Uncontrolled: Uncontrolled: 300 30 Hour 1 279 23 18 No 41 No STOP (Minor) Urban STOP: 500 40 STOP: 500 40 Hour 2 250 29 54 No 83 Yes STOP (All-Way) Traffic Signal: 300 40 Traffic Signal: 300 40 Hour 3 239 66 52 Yes 118 Yes Traffic Signal Hour 4 150 3 11 No 14 No
Hour 5 173 4 5 No 9 No
Pleasant Hill
3/1/23
Gladys Dr & Helen Rd STOP (All-Way)
Urban
NO
0 115 1
1 69 1
Westbound
97 Eastbound
YES
66 0 0
72 0
62 8 0 5 40 0
62 7 0 2 39 0
48 1
94 49 0 33 41
Period
116 32
Northbound Southbound
0 9
School
Peds
Satisfied
All Peds
Total
All Peds
Satisfied
AM PM
85 67 0 49 85
Adult Crossing Guard Study
Traffic Data Collection Form
Intersection Name: Existing Intersection Controls:

Environment Type:

City:

Data Collection Date: Crossing Guard Criteria Satisfied (School Kid Peds Only):

Crossing Guard Criteria Satisfied (School Kid & Adult Peds):

Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard
AM
7:00 - 7:14 2 1 2 0 0 0 3 3 0 0 0 0 0 39 1 0 0 0 1 47 2 0 0 0 7:15 - 7:29 1 1 9 0 0 0 1 2 1 0 0 0 0 49 1 1 0 0 5 66 0 0 0 0 7:30 - 7:44 3 0 6 0 0 0 4 0 2 0 0 0 1 80 0 0 0 0 4 77 4 0 0 0 7:45 - 7:59 6 10 14 1 2 2 7 1 7 0 1 0 11 139 20 1 0 2 10 150 7 0 0 0 Hour Totals: 12 12 31 1 2 2 15 6 10 0 1 0 12 307 22 2 0 2 20 340 13 0 0 0 8:00 - 8:14 4 4 16 0 2 2 13 3 10 0 0 0 1 120 4 0 1 0 7 112 8 0 0 0 8:15 - 8:29 3 1 5 0 0 0 5 1 2 0 0 0 1 91 7 0 1 0 4 90 0 0 0 0 8:30 - 8:44 0 0 1 0 1 0 0 0 1 0 0 0 1 97 3 0 1 0 3 82 2 0 0 0 8:45 - 8:59 0 0 2 0 0 0 1 0 1 0 3 0 1 81 8 0 1 0 5 100 1 0 0 0 Hour Totals: 7 5 24 0 3 2 19 4 14 0 3 0 4 389 22 0 4 0 19 384 11 0 0 0 PM
12:30 - 12:44 2 3 4 0 1 0 2 0 4 0 1 0 3 99 2 0 0 0 3 76 4 0 0 0 12:45 - 12:59 3 5 4 4 4 4 8 5 6 0 0 0 4 97 3 1 1 1 2 120 11 0 0 0 1:00 - 1:14 6 0 7 0 0 0 6 2 2 0 1 0 3 88 4 0 0 0 4 107 1 0 0 0 1:15 - 1:29 1 1 2 0 3 0 2 2 1 0 4 0 2 89 5 0 0 0 1 103 1 0 0 0 Hour Totals: 12 9 17 4 8 4 18 9 13 0 6 0 12 373 14 1 1 1 10 406 17 0 0 0 1:30 - 1:44 0 1 5 1 1 0 2 1 0 0 1 0 1 91 2 0 0 0 3 88 4 0 0 0 1:45 - 1:59 2 0 3 0 1 0 2 0 4 0 2 0 1 95 0 0 0 0 5 118 1 0 0 0 2:00 - 2:14 1 0 1 0 1 0 1 0 1 0 0 0 2 86 3 0 0 0 4 99 1 0 0 0 2:15 - 2:29 2 0 2 0 1 0 2 1 1 0 1 0 1 98 2 0 0 0 4 97 2 0 0 0 Hour Totals: 5 1 11 1 4 0 7 2 6 0 4 0 5 370 7 0 0 0 16 402 8 0 0 0 2:30 - 2:44 1 1 3 0 0 0 2 1 1 0 0 0 3 81 2 1 0 0 4 102 2 0 0 0 2:45 - 2:59 2 2 6 0 1 0 2 0 2 0 1 0 1 86 6 0 0 0 6 101 1 0 0 0 3:00 - 3:14 4 0 10 0 0 0 0 0 2 0 1 0 1 81 4 0 0 0 5 115 5 0 0 0 3:15 - 3:29 3 0 3 3 5 0 0 0 6 0 0 0 4 100 6 0 0 0 4 139 2 0 0 0 Hour Totals: 10 3 22 3 6 0 4 1 11 0 2 0 9 348 18 1 0 0 19 457 10 0 0 0 MUTCD - CA, CROSSING GUARD CRITERIA: Traffic Data Summary Control Types: Environmental Type: Urban Criteria: Auto Sc Peds Rural Criteria: Auto Sc Peds Vehicles School Peds Adult Peds Uncontrolled Rural Uncontrolled: 350 40 Uncontrolled: Uncontrolled: 300 30 Hour 1 800 3 3 No 6 No STOP (Minor) Urban STOP: 500 40 STOP: 500 40 Hour 2 902 0 10 No 10 No STOP (All-Way) Traffic Signal: 300 40 Traffic Signal: 300 40 Hour 3 910 5 15 No 20 No Traffic Signal Hour 4 840 1 8 No 9 No
Hour 5 912 4 8 No 12 No
486 0
17 5 15 4 382 0
16 2
Period
55 3
Northbound Southbound
School
Peds
Satisfied
All Peds
Total
NO
426 0
0 4 414 0
Westbound
373
Eastbound
415
341 2
All Peds
Satisfied
Pleasant Hill
3/1/23
399 2
375
12 40 6
NO
38 AM
433 0
PM
Gregory Ln & Brandon Rd STOP (Minor)
Urban
1 36 3 37 3
31 1
35 9
Adult Crossing Guard Study
Traffic Data Collection Form
Intersection Name: Existing Intersection Controls:

Environment Type:

City:

Data Collection Date: Crossing Guard Criteria Satisfied (School Kid Peds Only):

Crossing Guard Criteria Satisfied (School Kid & Adult Peds):

Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard
AM
7:00 - 7:14 60 0 9 0 1 0 1 2 19 0 0 0 4 113 124 0 0 0 21 310 2 0 0 0 7:15 - 7:29 69 1 11 0 1 0 1 0 16 0 0 0 1 115 202 0 0 0 25 413 3 0 0 0 7:30 - 7:44 97 1 8 0 0 0 2 6 21 2 2 0 3 170 269 0 0 0 41 457 1 1 0 0 7:45 - 7:59 88 1 20 2 0 0 8 11 20 0 0 0 7 185 255 0 0 0 45 408 4 0 0 0 Hour Totals: 314 3 48 2 2 0 12 19 76 2 2 0 15 583 850 0 0 0 132 1588 10 1 0 0 8:00 - 8:14 113 5 29 1 2 0 1 4 9 1 0 0 7 220 245 0 0 0 48 421 4 1 1 0 8:15 - 8:29 129 4 15 1 0 0 4 10 9 0 0 0 11 182 241 0 0 0 49 340 2 0 0 0 8:30 - 8:44 95 3 14 1 1 0 2 6 12 0 0 0 7 195 229 0 0 0 59 336 4 1 0 0 8:45 - 8:59 90 1 16 2 0 0 2 2 6 0 0 0 5 253 233 0 0 0 39 305 2 0 0 0 Hour Totals: 427 13 74 5 3 0 9 22 36 1 0 0 30 850 948 0 0 0 195 1402 12 2 1 0 PM
12:30 - 12:44 174 1 53 0 0 0 3 2 8 0 0 0 6 273 215 0 0 0 53 293 4 0 0 0 12:45 - 12:59 162 1 34 0 2 0 3 1 11 1 1 0 12 291 203 0 0 0 46 287 1 0 1 0 1:00 - 1:14 164 1 60 0 3 0 2 1 8 0 1 0 2 312 221 0 0 0 34 276 0 0 1 0 1:15 - 1:29 176 4 39 0 0 0 3 3 6 1 0 0 8 296 227 0 0 0 39 256 2 0 0 0 Hour Totals: 676 7 186 0 5 0 11 7 33 2 2 0 28 1172 866 0 0 0 172 1112 7 0 2 0 1:30 - 1:44 149 2 51 1 2 0 1 4 6 0 0 0 9 290 214 0 0 0 46 303 4 0 0 0 1:45 - 1:59 148 2 45 0 1 0 1 2 9 0 0 0 13 305 215 0 0 0 42 261 1 0 0 0 2:00 - 2:14 188 1 41 2 3 0 2 1 9 1 0 0 12 300 236 0 0 0 39 264 1 0 0 0 2:15 - 2:29 173 5 58 0 1 0 0 5 9 0 0 0 16 282 201 0 0 0 44 271 3 2 2 0 Hour Totals: 658 10 195 3 7 0 4 12 33 1 0 0 50 1177 866 0 0 0 171 1099 9 2 2 0 2:30 - 2:44 148 5 57 2 1 0 2 3 6 0 0 0 10 315 234 0 0 0 43 265 2 0 0 0 2:45 - 2:59 185 5 45 0 3 0 3 3 7 0 0 0 8 328 238 0 0 0 33 268 3 1 0 0 3:00 - 3:14 209 5 52 0 2 0 1 6 9 0 1 0 6 283 199 0 0 0 32 199 2 0 4 0 3:15 - 3:29 155 2 55 0 0 0 3 2 4 0 0 0 14 367 166 0 0 0 37 279 0 0 2 0 Hour Totals: 697 17 209 2 6 0 9 14 26 0 1 0 38 1293 837 0 0 0 145 1011 7 1 6 0 MUTCD - CA, CROSSING GUARD CRITERIA: Traffic Data Summary Control Types: Environmental Type: Urban Criteria: Auto Sc Peds Rural Criteria: Auto Sc Peds Vehicles School Peds Adult Peds Uncontrolled Rural Uncontrolled: 350 40 Uncontrolled: Uncontrolled: 300 30 Hour 1 3650 5 4 No 9 No STOP (Minor) Urban STOP: 500 40 STOP: 500 40 Hour 2 4018 8 4 No 12 No STOP (All-Way) Traffic Signal: 300 40 Traffic Signal: 300 40 Hour 3 4277 2 9 No 11 No Traffic Signal Hour 4 4284 6 9 No 15 No
Hour 5 4303 3 13 No 16 No
Monument Blvd & Buskirk Ave Traffic Signal
Urban
0 514 8 67 1
107 4
923 8
NO
49 1
863
All Peds
Satisfied
AM
Pleasant Hill
3/1/23
2168
869 5 51 4 2066 0
NO
1279 4
1 0 1609 3
Westbound
1730
Eastbound
1828
1448 0
Period
365 4
Northbound Southbound
10 49 1 2093
1291 2
PM
1163 7
0 School
Peds
Satisfied
All Peds
Total
Adult Crossing Guard Study
Traffic Data Collection Form
Intersection Name: Existing Intersection Controls:

Environment Type:

City:

Data Collection Date: Crossing Guard Criteria Satisfied (School Kid Peds Only):

Crossing Guard Criteria Satisfied (School Kid & Adult Peds):

Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard
AM
7:00 - 7:14 0 0 1 0 0 0 0 0 0 0 0 0 0 47 1 0 0 0 1 8 0 0 0 0 7:15 - 7:29 3 0 5 0 4 0 1 0 0 0 0 0 0 53 1 0 0 0 2 35 0 0 0 0 7:30 - 7:44 2 1 0 1 4 0 0 0 0 0 0 0 0 80 1 0 0 0 5 61 1 1 1 1 7:45 - 7:59 1 0 15 25 17 0 0 0 3 6 7 3 1 106 5 0 0 0 30 77 3 17 12 10 Hour Totals: 6 1 21 26 25 0 1 0 3 6 7 3 1 286 8 0 0 0 38 181 4 18 13 11 8:00 - 8:14 7 0 40 9 30 0 1 0 4 1 9 0 4 135 1 0 0 0 30 111 4 9 21 14 8:15 - 8:29 7 0 27 0 5 0 0 0 0 0 1 0 1 103 0 0 0 0 1 55 0 0 3 0 8:30 - 8:44 2 0 4 0 5 0 0 0 0 0 4 0 0 89 0 0 0 0 1 58 1 0 0 0 8:45 - 8:59 0 0 0 0 4 0 0 0 0 0 0 0 0 84 1 0 2 0 1 48 0 0 0 0 Hour Totals: 16 0 71 9 44 0 1 0 4 1 14 0 5 411 2 0 2 0 33 272 5 9 24 14 PM
12:30 - 12:44 1 0 4 0 6 0 0 0 2 0 1 0 0 50 7 0 0 0 20 71 4 0 2 0 12:45 - 12:59 2 0 2 1 7 0 0 0 1 0 4 0 0 50 6 0 1 0 33 71 4 0 4 5 1:00 - 1:14 9 0 31 21 10 0 1 0 0 4 4 0 0 71 3 0 0 0 10 77 3 14 4 7 1:15 - 1:29 9 0 27 12 5 0 1 0 1 3 5 0 0 78 1 0 0 0 3 58 0 6 2 1 Hour Totals: 21 0 64 34 28 0 2 0 4 7 14 0 0 249 17 0 1 0 66 277 11 20 12 13 1:30 - 1:44 4 0 10 0 3 0 0 0 0 0 1 0 1 45 0 0 0 0 1 57 1 1 1 0 1:45 - 1:59 3 0 3 0 0 0 0 0 0 0 0 0 0 46 0 0 0 0 2 50 2 0 1 0 2:00 - 2:14 2 0 7 0 2 0 0 0 0 0 2 0 1 65 1 0 0 0 1 65 0 2 4 0 2:15 - 2:29 1 0 1 0 0 0 0 0 1 0 3 0 0 69 1 0 3 0 5 47 0 0 0 0 Hour Totals: 10 0 21 0 5 0 0 0 1 0 6 0 2 225 2 0 3 0 9 219 3 3 6 0 2:30 - 2:44 1 0 2 0 2 0 0 0 0 0 0 0 1 60 0 0 1 0 1 68 1 0 0 0 2:45 - 2:59 3 0 11 0 3 0 1 0 1 2 0 0 0 54 4 0 2 0 11 73 0 2 1 0 3:00 - 3:14 10 0 9 3 2 0 1 0 1 0 2 0 2 56 3 0 0 0 6 73 0 0 0 0 3:15 - 3:29 3 0 5 0 1 0 0 0 0 0 0 0 0 65 2 1 0 0 6 62 0 0 0 0 Hour Totals: 17 0 27 3 8 0 2 0 2 2 2 0 3 235 9 1 3 0 24 276 1 2 1 0 MUTCD - CA, CROSSING GUARD CRITERIA: Traffic Data Summary Control Types: Environmental Type: Urban Criteria: Auto Sc Peds Rural Criteria: Auto Sc Peds Vehicles School Peds Adult Peds Uncontrolled Rural Uncontrolled: 350 40 Uncontrolled: Uncontrolled: 300 30 Hour 1 550 50 45 Yes 95 Yes STOP (Minor) Urban STOP: 500 40 STOP: 500 40 Hour 2 820 19 84 No 103 Yes STOP (All-Way) Traffic Signal: 300 40 Traffic Signal: 300 40 Hour 3 711 61 55 Yes 116 Yes Traffic Signal Hour 4 492 3 20 No 23 No
Hour 5 596 8 14 No 22 No
AM
354 32
PM
Oak Park Blvd & Wendell Ln STOP (Minor)
Urban
4 87 53 5 15
4 13
44 11
Pleasant Hill
3/1/23
266 1
247
62 6 21
YES
85 School
Peds
Satisfied
All Peds
Total
YES
231 9
31 2 310 33
Westbound
223
Eastbound
418
295 0
All Peds
Satisfied
Period
28 51
Northbound Southbound
301 3
31 5 1 6 229 3
4 4
Adult Crossing Guard Study
Traffic Data Collection Form
Intersection Name: Existing Intersection Controls:

Environment Type:

City:

Data Collection Date: Crossing Guard Criteria Satisfied (School Kid Peds Only):

Crossing Guard Criteria Satisfied (School Kid & Adult Peds):

Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard
AM
7:00 - 7:14 0 0 0 0 2 0 0 0 0 0 1 0 0 21 0 0 0 0 1 30 0 0 0 0 7:15 - 7:29 0 0 2 4 4 0 0 0 1 0 0 0 0 24 0 0 0 0 1 43 0 0 0 0 7:30 - 7:44 0 0 3 7 8 0 1 0 1 0 1 0 1 41 0 1 1 0 4 80 0 0 0 0 7:45 - 7:59 0 0 5 57 30 0 2 0 2 6 4 0 3 95 2 22 12 12 6 96 1 0 0 0 Hour Totals: 0 0 10 68 44 0 3 0 4 6 6 0 4 181 2 23 13 12 12 249 1 0 0 0 8:00 - 8:14 0 0 3 19 49 0 0 0 4 6 12 0 2 63 1 9 25 13 2 84 4 0 0 0 8:15 - 8:29 0 0 7 7 17 0 3 0 1 0 2 0 0 45 1 0 2 0 5 94 0 0 0 0 8:30 - 8:44 0 0 4 2 11 0 1 0 2 0 4 0 0 44 0 1 1 0 3 74 0 0 0 0 8:45 - 8:59 0 0 3 3 12 0 0 0 0 0 4 0 1 54 0 0 2 0 3 74 0 0 0 0 Hour Totals: 0 0 17 31 89 0 4 0 7 6 22 0 3 206 2 10 30 13 13 326 4 0 0 0 PM
12:30 - 12:44 0 0 1 3 5 0 0 0 0 0 1 0 0 67 0 0 2 0 0 51 3 0 0 0 12:45 - 12:59 0 0 0 5 14 0 0 0 0 1 4 0 2 71 1 3 10 17 1 62 0 0 0 0 1:00 - 1:14 2 0 1 28 17 0 1 0 3 1 1 0 0 47 1 11 6 8 1 53 0 0 0 0 1:15 - 1:29 1 0 0 10 1 0 0 0 0 0 2 0 0 48 0 7 0 4 0 67 0 0 0 0 Hour Totals: 3 0 2 46 37 0 1 0 3 2 8 0 2 233 2 21 18 29 2 233 3 0 0 0 1:30 - 1:44 0 0 0 1 5 0 0 0 0 0 0 0 0 62 0 0 1 0 0 50 0 0 0 0 1:45 - 1:59 0 0 0 0 0 0 2 0 1 2 0 0 0 66 0 0 0 0 0 44 1 0 0 0 2:00 - 2:14 0 0 0 1 2 0 0 0 0 0 0 0 1 60 0 0 0 0 0 59 0 0 0 0 2:15 - 2:29 0 0 0 0 1 0 0 0 0 2 0 0 1 63 0 1 1 0 0 55 0 0 0 0 Hour Totals: 0 0 0 2 8 0 2 0 1 4 0 0 2 251 0 1 2 0 0 208 1 0 0 0 2:30 - 2:44 0 0 0 0 0 0 0 0 0 0 1 0 0 58 0 0 0 0 0 56 0 0 0 0 2:45 - 2:59 0 0 1 1 6 0 0 0 1 0 2 0 0 60 0 0 1 0 1 58 1 0 0 0 3:00 - 3:14 0 0 2 5 7 0 0 0 0 1 0 0 2 83 0 1 1 0 4 56 0 0 0 0 3:15 - 3:29 0 0 4 3 7 0 0 0 0 0 1 0 1 90 1 0 0 0 4 56 2 0 0 0 Hour Totals: 0 0 7 9 20 0 0 0 1 1 4 0 3 291 1 1 2 0 9 226 3 0 0 0 MUTCD - CA, CROSSING GUARD CRITERIA: Traffic Data Summary Control Types: Environmental Type: Urban Criteria: Auto Sc Peds Rural Criteria: Auto Sc Peds Vehicles School Peds Adult Peds Uncontrolled Rural Uncontrolled: 350 40 Uncontrolled: Uncontrolled: 300 30 Hour 1 466 97 63 Yes 160 Yes STOP (Minor) Urban STOP: 500 40 STOP: 500 40 Hour 2 582 47 141 Yes 188 Yes STOP (All-Way) Traffic Signal: 300 40 Traffic Signal: 300 40 Hour 3 484 69 63 Yes 132 Yes Traffic Signal Hour 4 465 7 10 No 17 No
Hour 5 541 11 26 No 37 No
AM
Pleasant Hill
3/1/23
School
Peds
Satisfied
5 83 4 10 237 39 238 0
YES
YES
209 0
PM
Pleasant Hill Rd & Paradise Ln STOP (Minor)
Urban
3 17 120 11 28
7 12
7 29 1 5 295
40 343 0
Westbound
262
Eastbound
211
187 36
All Peds
Satisfied
Period
10 112
Northbound Southbound
238 0
0 10 3 4 253 3
All Peds
Total
0 Adult Crossing Guard Study
Traffic Data Collection Form
Intersection Name: Existing Intersection Controls:

Environment Type:

City:

Data Collection Date: Crossing Guard Criteria Satisfied (School Kid Peds Only):

Crossing Guard Criteria Satisfied (School Kid & Adult Peds):

Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard
AM
7:00 - 7:14 0 0 0 0 0 0 3 0 1 0 0 0 0 7 0 0 0 0 0 9 1 0 0 0 7:15 - 7:29 0 0 0 0 0 0 2 0 3 0 1 0 0 15 1 0 0 0 1 16 1 0 0 0 7:30 - 7:44 0 0 0 5 0 2 10 0 3 0 0 0 8 40 0 5 0 2 0 27 10 0 0 0 7:45 - 7:59 0 1 2 0 1 1 7 0 12 0 1 1 51 83 1 2 3 3 2 25 51 0 7 4 Hour Totals: 0 1 2 5 1 3 22 0 19 0 2 1 59 145 2 7 3 5 3 77 63 0 7 4 8:00 - 8:14 0 1 3 9 1 3 16 3 41 0 0 0 24 101 1 9 0 3 1 29 22 0 1 2 8:15 - 8:29 0 1 1 0 3 1 3 1 15 0 1 0 2 49 2 0 0 0 0 35 1 2 0 1 8:30 - 8:44 0 0 0 0 0 0 1 0 6 0 1 0 0 22 0 0 0 0 0 28 3 0 0 0 8:45 - 8:59 0 0 0 0 2 0 2 0 2 0 0 0 2 22 0 0 0 0 0 8 1 0 0 0 Hour Totals: 0 2 4 9 6 4 22 4 64 0 2 0 28 194 3 9 0 3 1 100 27 2 1 3 PM
12:30 - 12:44 0 0 1 0 0 0 4 1 1 3 0 0 10 30 0 0 0 0 0 33 12 0 0 0 12:45 - 12:59 0 1 2 0 0 0 7 0 7 0 1 0 18 13 1 0 1 1 2 25 14 4 2 2 1:00 - 1:14 1 0 1 1 0 1 30 1 31 2 0 1 9 17 0 2 2 2 0 25 9 2 1 1 1:15 - 1:29 0 0 0 0 0 0 6 1 6 0 0 0 3 13 0 0 0 0 1 17 3 0 0 0 Hour Totals: 1 1 4 1 0 1 47 3 45 5 1 1 40 73 1 2 3 3 3 100 38 6 3 3 1:30 - 1:44 0 0 1 0 0 0 3 0 1 0 0 0 1 10 0 0 0 0 1 17 4 0 1 0 1:45 - 1:59 0 0 3 0 0 0 3 0 0 0 1 0 5 18 0 0 0 0 0 17 9 0 0 0 2:00 - 2:14 0 0 2 0 1 0 10 2 4 2 0 0 2 33 0 0 0 0 0 33 4 0 0 0 2:15 - 2:29 1 0 2 4 3 0 7 1 3 2 0 0 4 34 0 2 2 0 1 55 3 5 0 0 Hour Totals: 1 0 8 4 4 0 23 3 8 4 1 0 12 95 0 2 2 0 2 122 20 5 1 0 2:30 - 2:44 0 0 0 4 0 0 5 0 4 4 0 0 6 12 0 0 0 0 0 29 2 5 0 0 2:45 - 2:59 0 0 1 0 1 0 3 0 1 0 2 0 1 25 0 0 0 0 1 14 2 0 0 0 3:00 - 3:14 1 0 3 0 0 0 2 0 0 0 0 0 3 35 1 0 0 0 0 18 4 1 1 0 3:15 - 3:29 0 0 1 2 0 0 5 0 2 4 0 0 1 54 0 0 0 0 1 54 4 1 0 0 Hour Totals: 1 0 5 6 1 0 15 0 7 8 2 0 11 126 1 0 0 0 2 115 12 7 1 0 MUTCD - CA, CROSSING GUARD CRITERIA: Traffic Data Summary Control Types: Environmental Type: Urban Criteria: Auto Sc Peds Rural Criteria: Auto Sc Peds Vehicles School Peds Adult Peds Uncontrolled Rural Uncontrolled: 350 40 Uncontrolled: Uncontrolled: 300 30 Hour 1 393 12 13 No 25 No STOP (Minor) Urban STOP: 500 40 STOP: 500 40 Hour 2 449 20 9 No 29 No STOP (All-Way) Traffic Signal: 300 40 Traffic Signal: 300 40 Hour 3 356 14 7 No 21 No Traffic Signal Hour 4 294 15 8 No 23 No
Hour 5 295 21 4 No 25 No
PM AM
Pleasant Hill
3/1/23
Viking Dr & Odin Dr STOP (Minor)
Urban
0 6 15 90 2
41 2
6 1
144 6
7 9 128 3
5 141 9
Westbound
143
Eastbound
225
206 10
NO
NO
6 7 22 10 138
95 6 114
School
Peds
Satisfied
All Peds
Total
All Peds
Satisfied
Period
3 6
Northbound Southbound
129 8
9 8 34 5 107 4
Adult Crossing Guard Study
Traffic Data Collection Form
Intersection Name: Existing Intersection Controls:

Environment Type:

City:

Data Collection Date: Crossing Guard Criteria Satisfied (School Kid Peds Only):

Crossing Guard Criteria Satisfied (School Kid & Adult Peds):

Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard
AM
7:00 - 7:14 1 4 1 1 0 0 0 1 8 0 0 0 0 8 1 0 1 0 1 22 1 0 0 0 7:15 - 7:29 4 2 0 3 0 0 3 3 15 1 0 0 4 30 2 2 0 0 0 52 1 0 0 0 7:30 - 7:44 17 4 8 6 0 0 8 23 34 4 0 3 15 71 8 20 0 6 5 94 0 0 0 0 7:45 - 7:59 10 11 13 15 0 0 8 13 45 3 0 3 17 61 8 26 0 9 5 66 1 1 0 0 Hour Totals: 32 21 22 25 0 0 19 40 102 8 0 6 36 170 19 48 1 15 11 234 3 1 0 0 8:00 - 8:14 16 7 3 10 3 0 5 3 47 1 0 0 23 94 13 5 0 0 1 77 2 0 1 0 8:15 - 8:29 34 2 10 12 1 0 0 3 51 2 0 0 18 79 17 1 0 0 5 86 1 0 1 0 8:30 - 8:44 6 2 1 3 0 0 3 1 10 0 0 0 10 68 11 1 0 0 0 57 3 0 0 0 8:45 - 8:59 5 2 1 0 6 0 0 2 6 0 0 0 1 16 1 2 1 0 0 53 3 0 1 0 Hour Totals: 61 13 15 25 10 0 8 9 114 3 0 0 52 257 42 9 1 0 6 273 9 0 3 0 PM
12:30 - 12:44 5 8 1 1 0 0 1 3 5 1 0 0 3 110 2 1 2 0 2 118 1 0 0 0 12:45 - 12:59 2 5 2 1 0 0 1 2 3 0 0 0 3 87 3 3 1 0 1 59 2 1 0 0 1:00 - 1:14 3 5 2 0 2 0 2 2 1 0 0 0 6 44 2 0 0 0 0 35 1 0 0 0 1:15 - 1:29 1 3 0 0 0 0 2 4 10 1 0 0 4 27 2 0 1 0 0 23 1 0 0 0 Hour Totals: 11 21 5 2 2 0 6 11 19 2 0 0 16 268 9 4 4 0 3 235 5 1 0 0 1:30 - 1:44 3 2 0 0 0 0 3 1 6 0 0 0 3 44 3 0 0 0 2 42 3 0 0 0 1:45 - 1:59 1 3 1 1 0 0 2 1 10 1 0 0 5 44 2 4 7 0 1 60 3 0 1 0 2:00 - 2:14 2 2 2 2 2 0 5 3 5 0 1 0 4 96 3 0 1 0 6 60 7 0 4 0 2:15 - 2:29 5 4 18 52 0 0 17 9 10 42 0 0 5 92 1 78 1 14 6 59 11 1 3 0 Hour Totals: 11 11 21 55 2 0 27 14 31 43 1 0 17 276 9 82 9 14 15 221 24 1 8 0 2:30 - 2:44 6 5 4 11 0 0 1 5 10 0 0 0 14 79 11 3 0 0 2 50 2 0 0 0 2:45 - 2:59 6 3 8 3 2 0 3 3 11 0 1 0 8 62 5 0 1 0 3 58 2 0 1 0 3:00 - 3:14 4 3 2 1 1 0 1 1 13 1 0 0 1 32 4 0 0 0 5 52 3 0 2 0 3:15 - 3:29 4 4 14 67 3 0 12 4 12 14 0 0 9 73 10 68 0 0 6 58 6 1 2 0 Hour Totals: 20 15 28 82 6 0 17 13 46 15 1 0 32 246 30 71 1 0 16 218 13 1 5 0 MUTCD - CA, CROSSING GUARD CRITERIA: Traffic Data Summary Control Types: Environmental Type: Urban Criteria: Auto Sc Peds Rural Criteria: Auto Sc Peds Vehicles School Peds Adult Peds Uncontrolled Rural Uncontrolled: 350 40 Uncontrolled: Uncontrolled: 300 30 Hour 1 709 82 1 Yes 83 Yes STOP (Minor) Urban STOP: 500 40 STOP: 500 40 Hour 2 859 37 14 No 51 Yes STOP (All-Way) Traffic Signal: 300 40 Traffic Signal: 300 40 Hour 3 609 9 6 No 15 No Traffic Signal Hour 4 677 181 20 Yes 201 Yes
Hour 5 694 169 13 Yes 182 Yes
243 1
PM
37 4 36 2 293
63 88 76 16
43 57 72 44
89 35 131 3
161 8
Pleasant Hill
3/1/23
Viking Dr / Ruth Dr STOP (All-Way)
Urban
351
225 49
AM
72 10
8 308
302
Period
75 25
Northbound Southbound
School
Peds
Satisfied
All Peds
Total
All Peds
Satisfied
YES
YES
1 247 6
91 260 9
288 3
Westbound
248
Eastbound
Exhibit B
2021 Adult Crossing Guard
Data Analysis Forms
Adult Crossing Guard Study
Traffic Data Collection Form
Intersection Name: Existing Intersection Controls:

Environment Type:

City:

Data Collection Date: Crossing Guard Criteria Satisfied (School Kid Peds Only):

Crossing Guard Criteria Satisfied (School Kid & Adult Peds):

Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard
AM
7:00 - 7:14 3 0 13 0 0 0 0 0 0 0 0 0 0 18 7 0 0 0 20 11 0 0 0 0 7:15 - 7:29 7 0 19 0 0 0 0 0 0 0 0 0 0 22 10 0 0 0 20 14 0 1 0 0 7:30 - 7:44 15 0 22 1 0 0 0 0 0 0 0 0 0 44 21 0 0 0 26 29 0 5 4 1 7:45 - 7:59 34 0 26 25 9 7 0 0 0 0 0 0 0 40 27 0 0 0 35 45 0 46 9 9 Hour Totals: 59 0 80 26 9 7 0 0 0 0 0 0 0 124 65 0 0 0 101 99 0 52 13 10 8:00 - 8:14 23 0 23 39 32 8 0 0 0 0 0 0 0 35 19 3 0 0 43 57 0 50 47 8 8:15 - 8:29 21 0 27 5 6 3 0 0 0 0 0 0 0 47 24 0 0 0 40 35 0 5 11 2 8:30 - 8:44 16 0 19 0 2 0 0 0 0 0 0 0 0 31 22 0 0 0 27 19 0 1 1 0 8:45 - 8:59 13 0 24 0 3 0 0 0 0 0 0 0 0 23 27 0 0 0 36 25 0 0 2 0 Hour Totals: 73 0 93 44 43 11 0 0 0 0 0 0 0 136 92 3 0 0 146 136 0 56 61 10 PM
1:30 - 1:44 29 0 32 0 7 5 0 0 0 0 0 0 0 26 17 1 0 0 29 37 0 2 17 7 1:45 - 1:59 17 0 28 56 50 5 0 0 0 0 0 0 0 32 20 1 0 0 31 42 0 81 73 10 2:00 - 2:14 15 0 44 11 6 0 0 0 0 0 0 0 0 58 21 0 0 0 31 42 0 12 7 5 2:15 - 2:29 10 0 37 0 0 0 0 0 0 0 0 0 0 38 17 0 0 0 27 21 0 0 0 0 Hour Totals: 71 0 141 67 63 10 0 0 0 0 0 0 0 154 75 2 0 0 118 142 0 95 97 22 2:30 - 2:44 30 0 40 9 4 0 0 0 0 0 0 0 0 39 18 0 0 0 14 18 0 11 5 0 2:45 - 2:59 29 0 34 15 6 0 0 0 0 0 0 0 0 28 16 0 0 0 41 40 0 19 5 0 3:00 - 3:14 30 0 36 4 3 0 0 0 0 0 0 0 0 37 22 0 0 0 20 24 0 6 3 0 3:15 - 3:29 32 0 33 0 0 0 0 0 0 0 0 0 0 36 27 0 0 0 27 16 0 1 1 0 Hour Totals: 121 0 143 28 13 0 0 0 0 0 0 0 0 140 83 0 0 0 102 98 0 37 14 0 MUTCD - CA, CROSSING GUARD CRITERIA: Traffic Data Summary Control Types: Environmental Type: Urban Criteria: Auto Sc Peds Rural Criteria: Auto Sc Peds Vehicles School Peds Adult Peds Uncontrolled Rural Uncontrolled: 350 40 Uncontrolled: 300 30 Hour 1 528 78 22 Yes 100 Yes STOP (Minor) Urban STOP: 500 40 STOP: 500 40 Hour 2 676 103 104 Yes 207 Yes STOP (All-Way) Traffic Signal: 300 40 Traffic Signal: 300 40 Hour 3 701 164 160 Yes 324 Yes Traffic Signal Hour 4 687 65 27 Yes 92 Yes
School
Peds
Satisfied
All Peds
Total
All Peds
Satisfied
YES
AM
260 192
65 282 117
Westbound
200
PM
Pleasant Hill
10/28/21
Boyd Rd & Patterson Blvd STOP (All-Way)
Urban
0 166 87 0 0
0 0
YES
3 Eastbound
228
189 0
200 51
212 130 0 0 229 2
264 41 0 0 223
Period
139 35
Northbound Southbound
Adult Crossing Guard Study
Traffic Data Collection Form
Intersection Name: Existing Intersection Controls:

Environment Type:

City:

Data Collection Date: Crossing Guard Criteria Satisfied (School Kid Peds Only):

Crossing Guard Criteria Satisfied (School Kid & Adult Peds):

Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard
AM
7:00 - 7:14 0 49 3 0 0 0 23 82 0 0 0 0 0 0 0 0 0 0 22 0 32 0 0 0 7:15 - 7:29 0 89 12 0 0 0 28 125 0 0 0 0 0 0 0 0 0 0 23 0 44 0 0 0 7:30 - 7:44 0 112 12 0 0 0 33 186 0 5 1 0 0 0 0 0 0 0 28 0 57 3 2 0 7:45 - 7:59 0 135 27 0 0 0 53 251 0 0 0 0 0 0 0 0 0 0 31 0 51 1 0 1 Hour Totals: 0 385 54 0 0 0 137 644 0 5 1 0 0 0 0 0 0 0 104 0 184 4 2 1 8:00 - 8:14 0 168 23 0 0 0 45 227 0 0 1 0 0 0 0 0 0 0 22 0 35 1 0 0 8:15 - 8:29 0 124 14 0 0 0 52 235 0 0 1 0 0 0 0 0 0 0 18 0 37 0 0 0 8:30 - 8:44 0 109 15 0 0 0 36 218 0 0 0 0 0 0 0 0 0 0 18 0 33 0 0 0 8:45 - 8:59 0 108 16 0 0 0 31 175 0 0 1 0 0 0 0 0 0 0 23 0 26 0 1 0 Hour Totals: 0 509 68 0 0 0 164 855 0 0 3 0 0 0 0 0 0 0 81 0 131 1 1 0 PM
1:30 - 1:44 0 229 30 0 0 0 39 171 0 0 2 1 0 0 0 0 0 0 21 0 51 0 0 0 1:45 - 1:59 0 247 18 0 0 0 41 186 0 0 1 0 0 0 0 0 0 0 19 0 22 0 2 0 2:00 - 2:14 0 252 21 0 0 0 51 181 0 0 0 0 0 0 0 0 0 0 22 0 36 0 1 0 2:15 - 2:29 0 254 23 0 0 0 32 189 0 0 2 0 0 0 0 0 0 0 29 0 36 0 1 0 Hour Totals: 0 982 92 0 0 0 163 727 0 0 5 1 0 0 0 0 0 0 91 0 145 0 4 0 2:30 - 2:44 0 210 33 0 1 0 43 168 0 0 0 0 0 0 0 0 0 0 21 0 38 0 1 0 2:45 - 2:59 0 292 34 0 0 0 40 135 0 0 1 0 0 0 0 0 0 0 22 0 50 0 4 0 3:00 - 3:14 0 271 29 0 0 0 48 200 0 0 0 0 0 0 0 0 0 0 10 0 40 0 0 0 3:15 - 3:29 0 265 17 0 0 0 44 192 0 0 0 0 0 0 0 0 0 0 25 0 41 0 2 0 Hour Totals: 0 1038 113 0 1 0 175 695 0 0 1 0 0 0 0 0 0 0 78 0 169 0 7 0 MUTCD - CA, CROSSING GUARD CRITERIA: Traffic Data Summary Control Types: Environmental Type: Urban Criteria: Auto Sc Peds Rural Criteria: Auto Sc Peds Vehicles School Peds Adult Peds Uncontrolled Rural Uncontrolled: 350 40 Uncontrolled: Uncontrolled: 300 30 Hour 1 1508 9 3 No 12 No STOP (Minor) Urban STOP: 500 40 STOP: 500 40 Hour 2 1808 1 4 No 5 No STOP (All-Way) Traffic Signal: 300 40 Traffic Signal: 300 40 Hour 3 2200 0 9 No 9 No Traffic Signal Hour 4 2268 0 9 No 9 No
Contra Costa Blvd & Ellinwood Dr Traffic Signal
Urban
0 577 0 1019 3
781 6
1151 1
NO
AM PM
Pleasant Hill
10/28/21
0 School
Peds
Satisfied
All Peds
Total
NO
236 4
6 0 212 2
Westbound
288
Eastbound
0 0 0
All Peds
Satisfied
Period
439 0
Northbound Southbound
247 7
1074 0 890 5 0 0
870 1
Adult Crossing Guard Study
Traffic Data Collection Form
Intersection Name: Existing Intersection Controls:

Environment Type:

City:

Data Collection Date: Crossing Guard Criteria Satisfied (School Kid Peds Only):

Crossing Guard Criteria Satisfied (School Kid & Adult Peds):

Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard
AM
7:00 - 7:14 1 0 5 0 1 0 0 0 0 0 0 0 0 0 3 0 0 0 5 0 0 0 0 0 7:15 - 7:29 10 0 11 0 0 0 0 0 0 0 0 0 0 1 5 0 0 0 11 2 0 0 0 0 7:30 - 7:44 19 0 11 5 3 0 0 0 0 0 0 0 0 0 6 0 1 0 29 2 0 0 0 0 7:45 - 7:59 42 0 16 26 19 7 0 0 0 0 0 0 0 11 31 0 1 0 33 28 0 0 0 0 Hour Totals: 72 0 43 31 23 7 0 0 0 0 0 0 0 12 45 0 2 0 78 32 0 0 0 0 8:00 - 8:14 23 0 41 19 38 10 0 0 0 0 0 0 0 20 40 0 0 0 17 23 0 0 0 0 8:15 - 8:29 4 0 18 0 2 0 0 0 0 0 0 0 0 4 12 0 0 0 31 5 0 0 0 0 8:30 - 8:44 4 0 7 0 0 0 0 0 0 0 0 0 0 2 4 0 0 0 15 2 0 0 0 0 8:45 - 8:59 3 0 5 0 2 0 0 0 0 0 0 0 0 1 5 0 0 0 15 1 0 0 0 0 Hour Totals: 34 0 71 19 42 10 0 0 0 0 0 0 0 27 61 0 0 0 78 31 0 0 0 0 PM
1:30 - 1:44 5 0 10 0 0 0 0 0 0 0 0 0 0 2 10 0 0 0 13 1 0 0 0 0 1:45 - 1:59 4 0 13 1 4 0 0 0 0 0 0 0 0 4 4 0 0 0 16 3 0 0 0 0 2:00 - 2:14 5 0 6 1 0 0 0 0 0 0 0 0 0 2 3 0 0 0 9 1 0 0 0 0 2:15 - 2:29 3 0 5 0 1 0 0 0 0 0 0 0 0 4 8 0 0 0 9 1 0 0 1 0 Hour Totals: 17 0 34 2 5 0 0 0 0 0 0 0 0 12 25 0 0 0 47 6 0 0 1 0 2:30 - 2:44 6 0 12 0 0 0 0 0 0 0 0 0 0 5 9 0 0 0 7 1 0 0 0 0 2:45 - 2:59 5 0 6 0 1 0 0 0 0 0 0 0 0 3 10 0 0 0 10 2 0 0 0 0 3:00 - 3:14 6 0 22 0 0 0 0 0 0 0 0 0 0 3 9 0 0 0 12 1 0 0 0 0 3:15 - 3:29 3 0 15 1 1 0 0 0 0 0 0 0 0 1 7 0 0 0 14 2 0 0 0 0 Hour Totals: 20 0 55 1 2 0 0 0 0 0 0 0 0 12 35 0 0 0 43 6 0 0 0 0 MUTCD - CA, CROSSING GUARD CRITERIA: Traffic Data Summary Control Types: Environmental Type: Urban Criteria: Auto Sc Peds Rural Criteria: Auto Sc Peds Vehicles School Peds Adult Peds Uncontrolled Rural Uncontrolled: 350 40 Uncontrolled: Uncontrolled: 300 30 Hour 1 282 31 25 No 56 Yes STOP (Minor) Urban STOP: 500 40 STOP: 500 40 Hour 2 302 19 42 No 61 Yes STOP (All-Way) Traffic Signal: 300 40 Traffic Signal: 300 40 Hour 3 141 2 6 No 8 No Traffic Signal Hour 4 171 1 2 No 3 No
Gladys Dr & Helen Rd STOP (All-Way)
Urban
NO
0 109 0
Pleasant Hill
10/28/21
Westbound
110
Eastbound
YES
57 2 0
49 0
51 7 0 0 37 0
75 3 0 0 47 0
53 1
105 61 0 0 88
Period
115 54
Northbound Southbound
0 0
School
Peds
Satisfied
All Peds
Total
All Peds
Satisfied
AM PM
Adult Crossing Guard Study
Traffic Data Collection Form
Intersection Name: Existing Intersection Controls:

Environment Type:

City:

Data Collection Date: Crossing Guard Criteria Satisfied (School Kid Peds Only):

Crossing Guard Criteria Satisfied (School Kid & Adult Peds):

Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard
AM
7:00 - 7:14 2 0 1 0 1 0 0 0 1 0 3 0 1 37 0 0 0 0 0 58 2 0 0 0 7:15 - 7:29 2 0 5 0 1 0 0 1 1 0 2 0 0 54 1 0 0 0 0 77 0 0 0 0 7:30 - 7:44 2 0 6 0 0 0 4 0 0 0 2 0 1 100 7 0 0 0 5 86 1 0 0 0 7:45 - 7:59 4 6 13 0 0 2 1 1 6 0 1 0 13 137 19 8 8 4 8 123 5 0 0 0 Hour Totals: 10 6 25 0 2 2 5 2 8 0 8 0 15 328 27 8 8 4 13 344 8 0 0 0 8:00 - 8:14 1 3 15 1 4 2 5 3 12 0 1 0 8 104 9 1 13 8 5 105 1 0 0 0 8:15 - 8:29 0 0 10 0 0 0 2 1 4 0 0 0 0 90 3 0 0 0 7 101 1 0 0 0 8:30 - 8:44 3 0 4 0 1 0 3 0 2 0 1 0 0 94 6 0 0 0 4 97 2 0 0 0 8:45 - 8:59 3 0 2 0 0 0 2 0 0 0 0 0 3 106 4 0 0 0 8 97 1 0 0 0 Hour Totals: 7 3 31 1 5 2 12 4 18 0 2 0 11 394 22 1 13 8 24 400 5 0 0 0 PM
1:30 - 1:44 0 0 2 0 0 0 5 1 3 0 0 0 0 95 2 0 1 0 6 102 2 0 0 0 1:45 - 1:59 2 0 3 0 0 0 4 1 4 0 0 0 0 94 3 0 0 0 5 121 2 0 0 0 2:00 - 2:14 4 0 5 0 0 0 2 1 1 0 1 0 1 102 3 0 0 0 4 88 1 0 0 0 2:15 - 2:29 2 0 5 0 1 0 1 0 1 0 0 0 1 103 4 0 1 0 9 104 3 0 0 0 Hour Totals: 8 0 15 0 1 0 12 3 9 0 1 0 2 394 12 0 2 0 24 415 8 0 0 0 2:30 - 2:44 1 0 7 0 1 0 1 0 2 0 0 0 3 105 4 0 0 0 9 108 2 0 0 0 2:45 - 2:59 1 0 0 0 1 0 5 0 1 0 0 0 1 96 7 0 0 0 14 189 5 0 0 0 3:00 - 3:14 4 0 11 0 0 0 1 0 2 0 1 0 3 157 18 0 1 0 8 128 1 0 0 0 3:15 - 3:29 3 1 6 0 3 0 3 1 1 0 0 0 2 117 6 0 1 0 8 143 4 0 0 0 Hour Totals: 9 1 24 0 5 0 10 1 6 0 1 0 9 475 35 0 2 0 39 568 12 0 0 0 MUTCD - CA, CROSSING GUARD CRITERIA: Traffic Data Summary Control Types: Environmental Type: Urban Criteria: Auto Sc Peds Rural Criteria: Auto Sc Peds Vehicles School Peds Adult Peds Uncontrolled Rural Uncontrolled: 350 40 Uncontrolled: Uncontrolled: 300 30 Hour 1 791 8 18 No 26 No STOP (Minor) Urban STOP: 500 40 STOP: 500 40 Hour 2 931 2 20 No 22 No STOP (All-Way) Traffic Signal: 300 40 Traffic Signal: 300 40 Hour 3 902 0 4 No 4 No Traffic Signal Hour 4 1189 0 8 No 8 No
619 0
23 1 24 1 408 2
17 1
Period
41 2
Northbound Southbound
School
Peds
Satisfied
All Peds
Total
NO
447 0
0 14 429 0
Westbound
365
Eastbound
427
370 16
All Peds
Satisfied
AM PM
Pleasant Hill
10/28/21
519
Gregory Ln & Brandon Rd STOP (Minor)
Urban
2 41 6 34 2
15 8
34 5
NO
Adult Crossing Guard Study
Traffic Data Collection Form
Intersection Name: Existing Intersection Controls:

Environment Type:

City:

Data Collection Date: Crossing Guard Criteria Satisfied (School Kid Peds Only):

Crossing Guard Criteria Satisfied (School Kid & Adult Peds):

Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard
AM
7:00 - 7:14 63 2 11 1 0 0 2 0 11 0 0 0 8 95 135 0 0 0 33 281 1 0 0 0 7:15 - 7:29 71 1 6 2 0 0 4 5 14 0 0 0 4 179 198 0 0 0 42 422 3 1 0 0 7:30 - 7:44 102 1 15 2 3 0 2 7 25 0 0 0 5 196 258 0 0 0 64 440 3 0 1 0 7:45 - 7:59 107 0 22 0 1 0 6 8 20 0 0 0 12 233 290 0 0 0 73 381 3 0 0 0 Hour Totals: 343 4 54 5 4 0 14 20 70 0 0 0 29 703 881 0 0 0 212 1524 10 1 1 0 8:00 - 8:14 132 4 23 1 2 0 3 4 16 0 0 0 18 222 291 0 0 0 84 397 2 0 1 0 8:15 - 8:29 120 1 20 0 2 0 5 3 15 0 0 0 13 225 246 0 0 0 72 377 5 0 0 0 8:30 - 8:44 114 2 18 0 2 0 3 0 11 0 0 0 9 210 227 0 0 0 53 388 2 0 0 0 8:45 - 8:59 118 1 16 0 1 0 3 2 15 0 0 0 11 227 231 0 0 0 55 322 2 0 0 0 Hour Totals: 484 8 77 1 7 0 14 9 57 0 0 0 51 884 995 0 0 0 264 1484 11 0 1 0 PM
1:30 - 1:44 156 2 48 0 4 0 4 4 11 0 0 0 12 313 206 0 0 0 46 291 2 0 0 0 1:45 - 1:59 150 3 51 0 0 0 2 4 8 0 0 0 24 332 215 0 0 0 69 312 3 0 0 0 2:00 - 2:14 177 5 46 0 6 0 1 2 7 1 0 0 22 330 237 0 0 0 36 259 0 0 0 0 2:15 - 2:29 142 2 40 0 2 0 2 2 6 0 3 0 9 338 223 0 0 0 54 275 0 0 2 0 Hour Totals: 625 12 185 0 12 0 9 12 32 1 3 0 67 1313 881 0 0 0 205 1137 5 0 2 0 2:30 - 2:44 181 1 58 0 2 0 3 4 10 0 0 0 23 299 204 0 0 0 42 344 2 0 1 0 2:45 - 2:59 193 3 66 2 2 0 4 9 9 0 1 0 13 302 231 0 0 0 52 281 4 0 0 0 3:00 - 3:14 190 4 52 4 3 0 7 1 15 0 0 0 10 333 220 0 0 0 33 316 8 0 1 0 3:15 - 3:29 169 6 48 5 6 0 4 0 8 0 0 0 13 308 239 0 0 0 37 272 1 0 0 0 Hour Totals: 733 14 224 11 13 0 18 14 42 0 1 0 59 1242 894 0 0 0 164 1213 15 0 2 0 MUTCD - CA, CROSSING GUARD CRITERIA: Traffic Data Summary Control Types: Environmental Type: Urban Criteria: Auto Sc Peds Rural Criteria: Auto Sc Peds Vehicles School Peds Adult Peds Uncontrolled Rural Uncontrolled: 350 40 Uncontrolled: Uncontrolled: 300 30 Hour 1 3864 6 5 No 11 No STOP (Minor) Urban STOP: 500 40 STOP: 500 40 Hour 2 4338 1 8 No 9 No STOP (All-Way) Traffic Signal: 300 40 Traffic Signal: 300 40 Hour 3 4483 1 17 No 18 No Traffic Signal Hour 4 4632 11 16 No 27 No
Monument Blvd & Buskirk Ave Traffic Signal
Urban
0 569 8 80 0
104 0
971 24
NO
AM PM
Pleasant Hill
10/28/21
2195
School
Peds
Satisfied
All Peds
Total
NO
1347 2
2 0 1759 1
Westbound
1746
Eastbound
1930
1613 0
All Peds
Satisfied
Period
401 9
Northbound Southbound
1392 2
822 12 53 4 2261 0
74 1
Adult Crossing Guard Study
Traffic Data Collection Form
Intersection Name: Existing Intersection Controls:

Environment Type:

City:

Data Collection Date: Crossing Guard Criteria Satisfied (School Kid Peds Only):

Crossing Guard Criteria Satisfied (School Kid & Adult Peds):

Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard
AM
7:00 - 7:14 0 0 0 0 0 0 0 0 2 0 0 0 0 33 0 0 0 0 0 28 1 0 0 0 7:15 - 7:29 0 0 0 0 0 0 0 0 0 0 1 0 0 44 0 0 1 0 0 39 1 0 0 0 7:30 - 7:44 0 0 0 0 0 0 0 0 0 0 0 0 2 95 0 0 0 0 0 75 0 2 2 2 7:45 - 7:59 0 0 0 0 0 0 0 0 2 5 6 2 0 118 0 1 1 0 0 106 2 22 14 7 Hour Totals: 0 0 0 0 0 0 0 0 4 5 7 2 2 290 0 1 2 0 0 248 4 24 16 9 8:00 - 8:14 0 0 0 0 0 0 3 0 0 0 1 1 1 154 0 0 0 0 0 88 2 11 31 15 8:15 - 8:29 0 0 0 0 0 0 1 0 0 0 1 0 0 100 0 0 0 0 0 49 0 0 1 0 8:30 - 8:44 0 0 0 0 0 0 0 0 0 0 2 0 1 81 0 0 0 0 0 61 2 0 2 0 8:45 - 8:59 0 0 0 0 0 0 0 0 0 0 1 0 0 82 0 0 0 0 0 45 1 0 0 0 Hour Totals: 0 0 0 0 0 0 4 0 0 0 5 1 2 417 0 0 0 0 0 243 5 11 34 15 PM
1:30 - 1:44 0 0 0 0 0 0 1 0 1 2 1 0 1 65 0 0 0 0 0 51 0 2 1 0 1:45 - 1:59 0 0 0 0 0 0 0 0 1 0 1 0 0 60 0 0 0 0 0 54 0 0 0 0 2:00 - 2:14 0 0 0 0 0 0 0 0 0 0 0 0 0 65 0 0 0 0 0 57 0 0 1 0 2:15 - 2:29 0 0 0 0 0 0 0 0 0 0 0 0 0 81 0 0 0 0 0 50 0 1 1 0 Hour Totals: 0 0 0 0 0 0 1 0 2 2 2 0 1 271 0 0 0 0 0 212 0 3 3 0 2:30 - 2:44 0 0 0 0 0 0 0 0 0 2 2 0 0 73 0 0 0 0 0 59 0 2 1 0 2:45 - 2:59 0 0 0 0 0 0 2 0 0 0 0 0 0 52 0 0 0 0 0 62 1 0 0 0 3:00 - 3:14 0 0 0 0 0 0 0 0 0 0 0 0 0 60 0 0 0 0 0 63 0 0 0 0 3:15 - 3:29 0 0 0 0 0 0 0 0 0 0 0 0 0 61 0 0 0 0 0 76 1 0 0 0 Hour Totals: 0 0 0 0 0 0 2 0 0 2 2 0 0 246 0 0 0 0 0 260 2 2 1 0 MUTCD - CA, CROSSING GUARD CRITERIA: Traffic Data Summary Control Types: Environmental Type: Urban Criteria: Auto Sc Peds Rural Criteria: Auto Sc Peds Vehicles School Peds Adult Peds Uncontrolled Rural Uncontrolled: 350 40 Uncontrolled: 300 30 Hour 1 548 30 25 No 55 Yes STOP (Minor) Urban STOP: 500 40 STOP: 500 40 Hour 2 671 11 39 No 50 Yes STOP (All-Way) Traffic Signal: 300 40 Traffic Signal: 300 40 Hour 3 487 5 5 No 10 No Traffic Signal Hour 4 510 4 3 No 7 No
262 3
0 0 3 4 272 0
2 4
Period
0 0
Northbound Southbound
School
Peds
Satisfied
All Peds
Total
NO
212 6
40 0 248 45
Westbound
252
Eastbound
419
292 3
All Peds
Satisfied
AM PM
Pleasant Hill
10/28/21
246
Oak Park Blvd & Wendell Ln STOP (Minor)
Urban
0 0 0 4 5
4 12
0 0
YES
Adult Crossing Guard Study
Traffic Data Collection Form
Intersection Name: Existing Intersection Controls:

Environment Type:

City:

Data Collection Date: Crossing Guard Criteria Satisfied (School Kid Peds Only):

Crossing Guard Criteria Satisfied (School Kid & Adult Peds):

Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard
AM
7:00 - 7:14 0 0 0 0 0 0 2 0 0 0 0 0 0 16 0 0 0 0 0 21 0 0 0 0 7:15 - 7:29 0 0 2 0 0 0 1 0 0 0 0 0 0 34 0 0 0 0 4 55 1 0 0 0 7:30 - 7:44 1 0 4 0 0 0 1 0 0 0 1 0 0 47 0 0 0 0 6 86 1 0 0 0 7:45 - 7:59 0 0 3 0 0 0 1 0 1 1 2 0 2 87 1 15 14 7 0 98 1 0 0 0 Hour Totals: 1 0 9 0 0 0 5 0 1 1 3 0 2 184 1 15 14 7 10 260 3 0 0 0 8:00 - 8:14 0 0 6 0 0 0 0 0 6 0 4 0 3 57 2 4 16 11 5 91 4 0 0 0 8:15 - 8:29 0 0 3 0 0 0 1 1 3 0 0 0 1 38 0 0 2 0 4 80 2 0 0 0 8:30 - 8:44 1 0 6 0 0 0 1 0 1 0 3 0 2 46 2 1 2 0 4 93 0 0 0 0 8:45 - 8:59 1 0 4 0 0 0 0 0 1 0 2 0 2 54 0 0 0 0 3 62 2 0 0 0 Hour Totals: 2 0 19 0 0 0 2 1 11 0 9 0 8 195 4 5 20 11 16 326 8 0 0 0 PM
1:30 - 1:44 0 0 0 0 0 0 3 0 1 0 3 0 0 75 0 0 0 0 0 44 2 0 0 0 1:45 - 1:59 1 0 1 0 0 0 0 0 0 0 1 0 0 52 0 0 0 0 1 61 0 0 0 0 2:00 - 2:14 0 0 1 0 0 0 0 0 1 0 1 0 0 66 0 0 1 0 1 55 0 0 1 0 2:15 - 2:29 0 0 0 0 0 0 0 0 1 2 2 0 2 75 0 2 2 0 0 57 0 0 0 0 Hour Totals: 1 0 2 0 0 0 3 0 3 2 7 0 2 268 0 2 3 0 2 217 2 0 1 0 2:30 - 2:44 0 0 0 0 0 0 1 0 0 0 0 0 0 74 0 0 0 0 0 69 0 0 0 0 2:45 - 2:59 1 0 1 0 0 0 0 0 0 0 0 0 1 81 1 0 0 0 2 73 0 0 0 0 3:00 - 3:14 0 0 1 0 0 0 0 0 1 0 0 0 2 64 0 0 0 0 3 65 2 0 0 0 3:15 - 3:29 1 0 3 0 0 0 3 0 0 0 1 0 2 101 1 0 0 0 3 69 3 0 0 0 Hour Totals: 2 0 5 0 0 0 4 0 1 0 1 0 5 320 2 0 0 0 8 276 5 0 0 0 MUTCD - CA, CROSSING GUARD CRITERIA: Traffic Data Summary Control Types: Environmental Type: Urban Criteria: Auto Sc Peds Rural Criteria: Auto Sc Peds Vehicles School Peds Adult Peds Uncontrolled Rural Uncontrolled: 350 40 Uncontrolled: 300 30 Hour 1 476 16 17 No 33 No STOP (Minor) Urban STOP: 500 40 STOP: 500 40 Hour 2 592 5 29 No 34 No STOP (All-Way) Traffic Signal: 300 40 Traffic Signal: 300 40 Hour 3 500 4 11 No 15 No Traffic Signal Hour 4 628 0 1 No 1 No
All Peds
Total
187 29
All Peds
Satisfied
Period
10 0
Northbound Southbound
289 0
3 0 6 9 270 5
Pleasant Hill Rd & Paradise Ln STOP (Minor)
Urban
0 21 0 14 9
6 4
7 0 5 1 327
NO
AM PM
Pleasant Hill
10/28/21
School
Peds
Satisfied
NO
221 1
0 25 350 0
Westbound
273
Eastbound
207
Adult Crossing Guard Study
Traffic Data Collection Form
Intersection Name: Existing Intersection Controls:

Environment Type:

City:

Data Collection Date: Crossing Guard Criteria Satisfied (School Kid Peds Only): Adult Crossing Guard - Warrant Satisfied:

Crossing Guard Criteria Satisfied (School Kid & Adult Peds):

Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard
AM
7:00 - 7:14 0 0 0 0 0 0 2 0 4 0 0 0 0 8 0 0 0 0 0 10 1 0 0 0 7:15 - 7:29 0 0 1 0 1 0 2 0 3 0 1 0 2 17 0 0 0 0 0 19 1 0 0 0 7:30 - 7:44 0 0 3 11 0 1 3 0 7 3 3 1 6 71 0 9 1 4 3 38 10 3 0 0 7:45 - 7:59 0 1 1 1 1 2 3 0 20 0 0 0 45 57 0 3 3 2 3 32 49 9 2 1 Hour Totals: 0 1 5 12 2 3 10 0 34 3 4 1 53 153 0 12 4 6 6 99 61 12 2 1 8:00 - 8:14 1 3 3 2 0 1 12 2 22 0 0 0 31 76 0 1 0 1 1 27 22 1 4 4 8:15 - 8:29 0 0 2 1 4 2 14 0 10 0 1 0 1 56 1 0 2 1 2 45 0 1 0 0 8:30 - 8:44 0 0 1 0 0 0 3 0 2 0 1 0 1 17 0 0 0 0 0 23 4 0 0 0 8:45 - 8:59 1 0 0 0 2 0 2 0 2 0 1 0 3 8 0 0 0 0 0 7 0 0 1 0 Hour Totals: 2 3 6 3 6 3 31 2 36 0 3 0 36 157 1 1 2 2 3 102 26 2 5 4 PM
1:30 - 1:44 1 0 1 1 0 1 13 0 20 0 0 0 11 14 1 0 0 0 0 13 12 0 0 0 1:45 - 1:59 0 0 1 5 4 0 27 2 27 0 0 0 5 21 1 12 7 4 0 14 4 0 0 0 2:00 - 2:14 0 0 2 2 1 2 7 0 5 0 0 0 3 23 0 2 1 0 0 16 3 0 0 0 2:15 - 2:29 0 0 0 2 0 0 4 1 4 0 0 0 3 33 2 0 0 0 0 43 7 1 0 0 Hour Totals: 1 0 4 10 5 3 51 3 56 0 0 0 22 91 4 14 8 4 0 86 26 1 0 0 2:30 - 2:44 1 0 3 1 1 0 5 0 1 0 0 0 1 19 0 0 0 0 2 23 2 6 0 0 2:45 - 2:59 0 0 0 0 0 0 4 1 2 0 0 0 2 29 0 0 0 0 0 18 3 0 0 0 3:00 - 3:14 0 0 2 0 2 0 2 1 2 0 0 0 4 35 1 0 0 0 1 17 5 0 0 0 3:15 - 3:29 0 0 3 3 0 0 6 1 1 4 1 0 3 52 0 0 0 0 2 47 2 4 0 0 Hour Totals: 1 0 8 4 3 0 17 3 6 4 1 0 10 135 1 0 0 0 5 105 12 10 0 0 MUTCD - CA, CROSSING GUARD CRITERIA: Traffic Data Summary Control Types: Environmental Type: Urban Criteria: Auto Sc Peds Rural Criteria: Auto Sc Peds Vehicles School Peds Adult Peds Uncontrolled Rural Uncontrolled: 350 40 Uncontrolled: 300 30 Hour 1 422 39 12 No 51 Yes STOP (Minor) Urban STOP: 500 40 STOP: 500 40 Hour 2 405 6 16 No 22 No STOP (All-Way) Traffic Signal: 300 40 Traffic Signal: 300 40 Hour 3 344 25 13 No 38 No Traffic Signal Hour 4 303 18 4 No 22 No
School
Peds
Satisfied
All Peds
Total
All Peds
Satisfied
Period
6 14
Northbound Southbound
122 10
5 15 110 0 117 22
9 7 26 5 146
Westbound
166
Eastbound
194
206 16
112 1
14 3 131 7 AM PM
Pleasant Hill
10/28/21
Viking Dr & Odin Dr STOP (Minor)
Urban
0 11 9 69 3
44 7
NO
NO
Adult Crossing Guard Study
Traffic Data Collection Form
Intersection Name: Existing Intersection Controls:

Environment Type:

City:

Data Collection Date: Crossing Guard Criteria Satisfied (School Kid Peds Only):

Crossing Guard Criteria Satisfied (School Kid & Adult Peds):

Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard Left Through Right
School
Peds
Adult
Peds
Xing
Guard
AM
7:00 - 7:14 1 2 1 0 0 0 1 1 6 0 0 0 0 7 0 0 0 0 0 22 0 0 0 0 7:15 - 7:29 7 0 2 2 0 0 1 2 14 0 0 0 2 26 1 6 0 2 2 47 1 0 0 0 7:30 - 7:44 14 3 8 11 1 0 10 16 41 0 0 0 15 56 13 26 2 17 9 64 0 0 0 0 7:45 - 7:59 20 12 14 14 0 0 14 5 31 17 1 8 12 43 14 44 0 18 6 51 4 1 1 0 Hour Totals: 42 17 25 27 1 0 26 24 92 17 1 8 29 132 28 76 2 37 17 184 5 1 1 0 8:00 - 8:14 20 1 6 14 0 0 5 3 32 2 0 1 20 81 12 17 0 4 3 78 2 0 0 0 8:15 - 8:29 18 4 3 5 0 0 5 6 37 2 0 0 20 84 9 15 0 0 1 70 1 0 0 0 8:30 - 8:44 2 1 2 1 1 0 2 2 5 0 1 0 11 42 3 0 0 0 2 32 2 0 2 0 8:45 - 8:59 3 0 0 0 0 0 1 4 4 0 0 0 4 8 2 0 0 0 1 31 3 0 0 0 Hour Totals: 43 6 11 20 1 0 13 15 78 4 1 1 55 215 26 32 0 4 7 211 8 0 2 0 PM
1:30 - 1:44 2 0 2 6 4 0 1 2 6 3 0 0 1 49 2 3 0 0 2 41 1 0 0 0 1:45 - 1:59 7 2 3 5 7 0 1 4 7 1 0 0 3 28 2 0 2 0 0 40 2 0 0 0 2:00 - 2:14 4 6 1 0 1 0 3 5 9 0 0 1 2 82 1 1 2 2 8 41 4 2 0 0 2:15 - 2:29 6 9 13 39 1 0 7 12 13 23 0 2 11 39 5 66 0 13 4 41 13 4 0 0 Hour Totals: 19 17 19 50 13 0 12 23 35 27 0 3 17 198 10 70 4 15 14 163 20 6 0 0 2:30 - 2:44 1 5 3 3 0 0 3 0 7 0 0 0 8 52 6 1 0 0 5 29 2 0 0 0 2:45 - 2:59 6 4 5 1 2 0 2 2 4 0 1 0 4 33 2 0 2 0 1 55 4 0 0 0 3:00 - 3:14 3 12 7 2 0 0 2 3 14 1 1 0 4 59 7 3 1 0 6 59 3 0 1 0 3:15 - 3:29 8 6 7 68 0 0 6 8 8 17 2 0 14 55 10 50 1 0 6 68 9 3 2 0 Hour Totals: 18 27 22 74 2 0 13 13 33 18 4 0 30 199 25 54 4 0 18 211 18 3 3 0 MUTCD - CA, CROSSING GUARD CRITERIA: Traffic Data Summary Control Types: Environmental Type: Urban Criteria: Auto Sc Peds Rural Criteria: Auto Sc Peds Vehicles School Peds Adult Peds Uncontrolled Rural Uncontrolled: 350 40 Uncontrolled: 300 30 Hour 1 621 121 5 Yes 126 Yes STOP (Minor) Urban STOP: 500 40 STOP: 500 40 Hour 2 688 56 4 Yes 60 Yes STOP (All-Way) Traffic Signal: 300 40 Traffic Signal: 300 40 Hour 3 547 153 17 Yes 170 Yes Traffic Signal Hour 4 627 149 13 Yes 162 Yes
School
Peds
Satisfied
All Peds
Total
All Peds
Satisfied
YES
YES
2 247 6
74 197 6
226 2
Westbound
206
Eastbound
Period
84 28
Northbound Southbound
55 63 70 27 225
67 76 59 22 254
296
189 78
AM PM
58 32
Pleasant Hill
10/28/21
Viking Dr / Ruth Dr STOP (All-Way)
Urban
60 21 106 5
142 18