Attachment 1 - Oxford Preparatory Academy Crossing Guard and Traffic Control Analysis

ATTACHMENT 1

CROSSING GUARD ANALYSIS FOR

OXFORD PREPARATORY ACADEMY

IN THE CITY OF LAKE FOREST
Prepared for:

City of Lake Forest
100 Civic Center Drive
Lake Forest, CA 92630
Attention:

Mr. Tran Tran
Traffic Engineering Manager
Presented by:

Hartzog & Crabill, Inc.

Traffic Engineers
17821 East 17th Street, Suite 245
Tustin, CA 92780
(714) 731-9455
April 24, 2024

CROSSING GUARD ANALYSIS FOR

OXFORD PREPARATORY ACADEMY

IN THE CITY OF LAKE FOREST
Prepared for:

City of Lake Forest
100 Civic Center Drive
Lake Forest, CA 92630
Attention:

Mr. Tran Tran
Traffic Engineering Manager
Presented by:

Hartzog & Crabill, Inc.

Traffic Engineers
17821 East 17th Street, Suite 245
Tustin, CA 92780
(714) 731-9455
April 24, 2024

CROSSING GUARD ANALYSIS FOR

OXFORD PREPARATORY ACADEMY

IN THE CITY OF LAKE FOREST
Prepared for:

City of Lake Forest
100 Civic Center Drive
Lake Forest, CA 92630
Attention:

Mr. Tran Tran
Traffic Engineering Manager
Presented by:

Hartzog & Crabill, Inc.

Traffic Engineers
17821 East 17th Street, Suite 245
Tustin, CA 92780
(714) 731-9455
April 24, 2024

Hartzog & Crabill, Inc. Page 1 April 24, 2024
Location Map
City of Lake Forest
Orange County, CA
Oxford Preparatory
Academy

CROSSING GUARD ANALYSIS FOR

OXFORD PREPARATORY ACADEMY

IN THE CITY OF LAKE FOREST, CA

INTRODUCTION
The City of La ke Forest requested Hartzog & Crabill, Inc. (HCI) to complete a Crossing Guard Analysis for the following four (4) residential neighborhood intersections surrounding Oxford Preparatory Academy:
 Intersection #1 – Blackfoot Drive at Costa Bella Drive  Intersection #2 – Blackfoot Drive at Loumont Drive
 Intersection #3 – Blackfoot Drive at Dune Mear Road
 Intersection #4 – Calle Tres Lomas at Dune Mear Road
This evaluation was completed in order to determine if an Adult Crossing Guard is warranted and recommended at each location based on meeting warrant guidelines. If not warranted, evaluation of other traffic control will be reviewed.

Hartzog & Crabill, Inc. Page 1 April 24, 2024
Location Map
City of Lake Forest
Orange County, CA
Oxford Preparatory
Academy

CROSSING GUARD ANALYSIS FOR

OXFORD PREPARATORY ACADEMY

IN THE CITY OF LAKE FOREST, CA

Hartzog & Crabill, Inc. Page 1 April 24, 2024
Location Map
City of Lake Forest
Orange County, CA
Oxford Preparatory
Academy

CROSSING GUARD ANALYSIS FOR

OXFORD PREPARATORY ACADEMY

IN THE CITY OF LAKE FOREST, CA

Crossing Guard Analysis for Oxford Preparatory Academy in the City of Lake Forest, CA Hartzog & Crabill, Inc. Page 2 April 24, 2024
Oxford Preparatory
Academy
INTRODUCTION (continued)
At this time, all four (4) intersections are uncontrolled T -intersections, as shown by the red circles below.

WARRANT GUIDELINES
As is common practice with many municipal agencies, the City of Lake Forest follows State guidelines for determining if traffic control devices should be considered for placement or installation. As such, the prevailing source used for this evaluation is the State of California Manual of Uniform Traffic Control Devices ( California MUTCD ).

The California MUTCD contains minimum guidelines regarding pedestrian and vehicular traffic volumes, as well as speeds, as the criteria to satisfy the requirements, in this case, for recommending the placement of an Adult Crossing Guard.

The California MUTCD contains Support criteria that states: “…and at least 40 school pedestrians for each of any two hours (no t necessarily consecutive) daily use the crossing while going to or from school.” The California MUTCD also contains Option criteria for placement of an Adult Crossing Guard a s specified for the following three pedestrian crossing/vehicle conditions:

Crossing Guard Analysis for Oxford Preparatory Academy in the City of Lake Forest, CA Hartzog & Crabill, Inc. Page 3 April 24, 2024
WARRANT GUIDELINES (continued)
1) At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
a. In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school, or b. In rural areas where the vehicular traffic volume exceeds 300 du ring each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school.

Whenever the critical (85 th percentile) approach speed exceeds 40 mph, the guidelines for rural areas should be applied (instead of the urban area guidelines). 2) At stop-sign controlled crossing:
a. Where the vehicular traffic volumes on undivided highways of four or more lanes excee ds 500 vehicles per hour during any period when the school pedestrians are going to or from school.
3) At traffic signal-controlled crossings:
a. When the number of vehicular turning movements through the school crosswalk exceeds 300 vehicles per hour while the school pedestrians are going to or from school; or
b. Where justified through analysis of the operations or the intersection.

The California MUTCD guidelines are included in the Appendix.

If any one of the above warrant guideline criteria is met, placement of an Adult Crossing Guard should be considered. If the criteria are not met, the n the placement of an Adult Crossing Guard is typically not recommended, unless there are extenuating circumstances or superseding conditions , such as intersection geometrics, collision history, or vehicle compositions that require adult supervision of school-age children crossing a street.

Crossing Guard Analysis for Oxford Preparatory Academy in the City of Lake Forest, CA Hartzog & Crabill, Inc. Page 4 April 24, 2024

WARRANT EVALUATION
School Schedule
The Oxford Preparatory Academy consists of an Elementary School fo r Kindergarten and Grades 1 -5 and a Middle School for Grades 6 -8. The student entrance to the Elementary School is on Loumont Drive; and the student entrance to the Middle School is on Dune Mear Road. The following summarizes the school hours based on th e grade level. It should be noted that for some students at the Middle School, the school day ends at 4 pm. However, the vast majority of the students end the school day at 3:00 pm.

Kindergarten: 8:30 am to 2:25 pm
Grades 1-5: 8:30 am to 2:45 pm
Grades 6-8 8:15 am to 3:00 pm
The Bell Schedules are included in the Appendix.

Vehicle, Pedestrian, and Bicycle Traffic Volumes
One-day, peak-hour, vehicular, pedestrian, and bicycle traffic counts were conducted on Wednesday, November 29 , 202 3 at the four (4) analysis intersections during the following time periods:

Morning Drop-Off: 7:15 am to 8:45 am
Afternoon Pick-Up: 2:15 pm to 3:45 pm
The highest conflicting vehicular traffic volumes , along with the school pedestrians/ bicyclists crossing volumes per hour, are shown on Pages 5 and 6 in Summary Tables 1 through 4. It should be noted that conflicting traffic is defined as vehicular traffic that passes through a school crosswalk (marked or unmarked). It is important to note that all (4) analysis intersections have ‘uncontrolled’ crosswalks (unmarked or marked) at this time.

Crossing Guard Analysis for Oxford Preparatory Academy in the City of Lake Forest, CA Hartzog & Crabill, Inc. Page 5 April 24, 2024
WARRANT EVALUATION (continued)
It should also be noted that the approach directions to the intersection are abbreviated in the following tables as:
 Northbound (NB)
 Southbound (SB)
 Eastbound (EB)
 Westbound (WB)
The crosswalks (marked or unmarked) across each intersection leg are abbreviated as:
 East leg (EL)
 West leg (WL)
 North leg (NL)
 South leg (SL)
Vehicular movements may be shown as left (L), through (T), and right (R).

SUMMARY TABLE 1
INTERSECTION #1 - BLACKFOOT DRIVE AT COSTA BELLA DRIVE
No Marked Crosswalks / No Traffic Controls
Date / Time Period
Highest Conflicting Vehicle Traffic Highest
School-Age
Peds &
Bikes
Crossing
Total
School-Age
Peds &
Bikes
Crossing
Total
Peds &
Bikes
CrossingEB-T WB-L/T NB-R SB Total
Wednesday, Nov. 29, 2023
7:45 AM – 8:45 AM 32 167 79 - 278 12-EL 25 54
2:15 PM – 3:15 PM 34 101 69 - 204 42-EL 60 93
SUMMARY TABLE 2
INTERSECTION #2 – BLACKFOOT DRIVE AT LOUMONT DRIVE
Marked Yellow Crosswalk across East Leg Only / No Traffic Controls Date / Time Period
Highest Conflicting Vehicle Traffic Highest
School-Age
Peds &
Bikes
Crossing
Total
School-Age
Peds &
Bikes
Crossing
Total
Peds &
Bikes
CrossingEB WB-L/R NB-R SB-L Total
Wednesday, Nov. 29, 2023
7:45 AM – 8:45 AM - 62 8 70 140 68-EL 79 169
2:15 PM – 3:15 PM - 61 6 60 127 132-EL 143 245
Crossing Guard Analysis for Oxford Preparatory Academy in the City of Lake Forest, CA Hartzog & Crabill, Inc. Page 6 April 24, 2024
WARRANT EVALUATION (continued)
SUMMARY TABLE 3
INTERSECTION #3 – BLACKFOOT DRIVE AT DUNE MEAR ROAD
No Marked Crosswalks / No Traffic Controls
Date / Time Period
Highest Conflicting Vehicle Traffic Highest
School-Age
Peds &
Bikes
Crossing
Total
School-Age
Peds &
Bikes
Crossing
Total
Peds &
Bikes
CrossingEB-T WB-T/R NB SB-L Total
Wednesday, Nov. 29, 2023
7:45 AM – 8:45 AM 21 58 - 6 85 4-EL 5 10
2:15 PM – 3:15 PM 15 44 - 13 72 15-EL 23 29
SUMMARY TABLE 4
INTERSECTION #4 – CALLE TRES LOMAS AT DUNE MEAR ROAD
No Marked Crosswalks / No Traffic Controls
Date / Time Period
Highest Conflicting Vehicle Traffic Highest
School-Age
Peds &
Bikes
Crossing
Total
School-Age
Peds &
Bikes
Crossing
Total
Peds &
Bikes
CrossingEB-T/R WB-T NB-L SB Total
Wednesday, Nov. 29, 2023
7:30 AM – 8:30 AM 19 38 15 - 72 5-WL 13 28
2:30 PM – 3:30 PM 24 29 11 - 64 47-WL 63 72
Extenuating Circumstances or Conditions
Collision History
Although the California MUTCD does not include collisions, or accidents, that occur at an intersection as criteria for Adult Crossing Guard placement, it is HCI’s opinion that there are types of collisions that may just ify adult supervision of school -age pedestrian crossings. Examples include:
 Incidences of rear-end type collisions caused by children darting into the street.  Incidences of children being struck by vehicles while in or near a crosswalk.  Incidences of speed -related collisions in or at the approaches to an analysis intersection.

Therefore, it is HCI’s practice to review and evaluate collision history in conjunction with Adult Crossing Guard placement evaluations.

Crossing Guard Analysis for Oxford Preparatory Academy in the City of Lake Forest, CA Hartzog & Crabill, Inc. Page 7 April 24, 2024
WARRANT EVALUATION (continued)
Extenuating Circumstances or Conditions (cont’d)
To facilitate this review, the latest available collision raw data for the City of Lake Forest was gathered from the State of California Highway Patrol (CHP) Statewide Integrated Traffic Records System ( i-SWITRS). More specifically, a comprehensive 5-year traffic collision history summary report was prepared for each analysis intersection and reviewed for collisions involving or related to school-age pedestrians or pedestrian - related activities. The SWITRS intersection reports are included in the Appendix.

As shown in the intersection reports , there ha ve been zero (0) reported collision s at all four intersections during the past five (5) years of available SWITRS collision data . As such, a pattern is not established for recurring vehicular versus pedestrian/bicyclist collisions in the past (5) years for any of the analysis location crossings.

Intersection Geometrics
Per our field-review, there were no roadway geometry design issues, sight restrictions, or construction conditions that may impact school -age (or any) pedestrian crossings at each of the four analysis intersections.

Traffic Composition
As the school facility is surrounded by a single -family residential neighborhood, there were no significant commercial vehicle activities observed, or anticipated, at each of the four analysis intersections.

Vehicle Speeds
These four intersections, and their intersecting roadways, do not have a posted speed limit. All of the intersecting roadways are considered local residential roadways; therefore, a prima facie speed limit for local residential streets of 25 MPH is applicable and do not require posting . Observations during our field visit confirmed that drivers/vehicles were not regularly exceeding this local speed limit at/near each of the four intersections.

Crossing Guard Analysis for Oxford Preparatory Academy in the City of Lake Forest, CA Hartzog & Crabill, Inc. Page 8 April 24, 2024

WARRANT APPLICATION
In conclusion, the study findin gs are applied below to the California MUTCD guidelines for the placement of an Adult Crossing Guard at each of the study intersections. As shown in Summary Table 5 below, the initial assessment was made to determine if the intersection had more than 40 school pedestrians per hour for each of any two (2) hours (not necessarily consecutive). As shown in Summary Table 5, the intersection of Blackfoot Drive at Loumont Drive was the only one that had more than 40 school pedestrians for each of any two (2) hours to warrant an adult crossing guard.

SUMMARY TABLE 5

CROSSING GUARD WARRANTS
CA MUTCD CRITERIA – INITIAL ASSESSMENT
Intersection
More than 40 school pedestrians
per hour for 2 hours
(AM / PM / Criteria Met?)

1. Blackfoot Drive at Costa Bella Drive 12 / 42 / No

2. Blackfoot Drive at Loumont Drive 68 / 132 / Yes

3. Blackfoot Drive at Dune Mear Road 4 / 15 / No

4. Calle Tres Lomas at Dune Mear Road 6 /47 / No
Only Intersection #2 satisfied the peak-hour criteria for the amount of school pedestrians crossing.

For the three (3) intersections that did not meet the initial assessment above, the following summary table is based on the additional support criteria, which takes into account the conflicting vehicles. It should be noted that the school pedestrians and conflicting vehicle criteria varies based on the type of traffic control used at the intersection.

As shown in Summary Table 6 below, the remaining three (3) intersections did not meet the additional support criteria to warrant an adult crossing guard.

Crossing Guard Analysis for Oxford Preparatory Academy in the City of Lake Forest, CA Hartzog & Crabill, Inc. Page 9 April 24, 2024
WARRANT APPLICATION (continued)
SUMMARY TABLE 6

CROSSING GUARD WARRANTS

CA MUTCD ADDITIONAL SUPPORT CRITERIA FOR
UNCONTROLLED CROSSINGS WITH SPEED LIMIT < 40 MPH
Intersection
More than 40 daily
school pedestrians
(Criteria Met?)
More than 350
conflicting vehicles
per hour
(Criteria Met?)

1. Blackfoot Drive at Costa Bella Drive 54 (YES) 278 (NO)

3. Blackfoot Drive at Dune Mear Road 19 (NO) 85 (NO)

4. Calle Tres Lomas at Dune Mear Road 53 (YES) 72 (NO)
These intersections did not satisfy both the school pedestrians and vehicular volumes criteria.

FINDINGS & RECOMMENDATIONS
In overall consideration of the analysis findings, only the intersection of Blackfoot Drive at Loumont Drive met warrants for an adult crossing guard. The o ther three (3) intersections did not satisfy the additional support criteria for an adult crossing guard based on school pedestrian volumes and the conflicting vehicular volumes through the crosswalks.

Additionally, there were no extenuating circumstances or conditions found during our field review that would otherwise justify Adult Crossing Guard place ment at the other three (3) intersections.

In order to better assign right -of-way at these four (4) T-intersections, it is recommended to install a posted STOP sign, limit line, and STOP pavement marking on the minor leg.  Intersection #1 – Blackfoot Drive at Costa Bella Drive (for NB Blackfoot Drive)  Intersection #2 – Blackfoot Drive at Loumont Drive (for WB Loumont Drive)  Intersection #3 – Blackfoot Drive at Dune Mear Road (for SB Blackfoot Drive)  Intersection #4 – Calle Tres Lomas at Dune Mear Road (for NB Calle Tres Lomas) Crossing Guard Analysis for Oxford Preparatory Academy in the City of Lake Forest, CA Hartzog & Crabill, Inc. Page 10 April 24, 2024
FINDINGS & RECOMMENDATIONS (continued)
Lastly, due to satisfying one of the two hours with at least 40 school-age pedestrians, in order to better serve the higher concentrations of school pedestrians crossing at an uncontrolled crossing , it is recommended to install a high -visibility marked yellow crosswalk with applicable signing/markings conforming to the CA MUTCD guidelines for a School Crossing found in the Appendix, as follows:
 Intersection #1 – Blackfoot Drive at Costa Bella Drive (across East Leg)  Intersection #4 – Calle Tres Lomas at Dune Mear Road (across West Leg)

APPENDIX
Attachment 1 CA MUTCD Guidelines – Adult Crossing Guard Attachment 2 Oxford Preparatory Academy Bell Schedules
Attachment 3 Vehicular/Pedestrian/Bicycle Traffic Count Data Attachment 4 SWITRS Collision Data
Attachment 5 Proposed Signing and Striping Improvements

APPENDIX

Attachment 1
CA MUTCD Guidelines
Adult Crossing Guard

California MUTCD 2014 Edition
(FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Chapter 7D – Crossing Supervision November 7, 2014
Part 7 – Traffic Control for School Areas

Page 1287 ends

CHAPTER 7D. CROSSING SUPERVISION

Section 7D.01 Types of Crossing Supervision
Support:
01 There are three types of school crossing supervision:

A. Adult control of pedestrians and vehicles by adult crossing guards, B. Adult control of pedestrians and vehicles by uniformed law enforcement officers, and C. Student and/or parent control of only pedestrians with student and/or parent patrols. 02 Information regarding the organization, administration, and operation of a school safety patrol program is contained in the “AAA School Safety Patrol Operations Manual” (see Section 1A.11).

Section 7D.02 Adult Crossing Guards
Option:
01 Adult crossing guards may be used to provide gaps in traffic at school crossings where an engineering study has shown that adequate gaps need to be created (see Section 7A.03), and where authorized by law. 02 Adult Crossing Guards may be assigned at designated school crossings to assist school pedestrians at specified hours when going to or from school. The following suggested policy for their assignment applies only to crossings.

Guidance:
03 An Adult Crossing Guard should be considered when:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street.

B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period.

Criteria for Adult Crossing Guards
Support:
04 Adult Crossing Guards normally are assigned where official supervision of school pedestrians is desirable while they cross a public highway, and at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school.

Option:
05 Adult crossing guards may be used under the following conditions:

1. At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and a. In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or b. In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school.

Whenever the critical (85th percentile) approach speed exceeds 40 mph, the guidelines for rural areas should be applied.

2. At stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school.

3. At traffic signal-controlled crossings:
a. Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
b. Where justified through analysis of the operations of the intersection.

Legal Authority and Program Funding for Adult Crossing Guards Option:
06 Cities and counties may designate local law enforcement agencies, the governing board of any school district or a county superintendent of schools to recruit and assign adult crossing guards to intersections that meet approved guidelines for adult supervision.

APPENDIX

Attachment 2
Oxford Preparatory Academy
Bell Schedule

OxfordPreparatoryAcademy(SV)Bell Schedule2023-2024
TransitionalKindergarten(TK)
Monday-ThursdayAMClass Monday-ThursdayPMClass
Start 8:30 Start 11:35
Dismissal 11:40 Dismissal 2:45
TKFriday(AMandPMclassestogether)
Start 8:30
Dismissal 12:30
Kindergarten
Monday-Thursday Friday
Start 8:30 Start 8:30
Recess 9:45- 10:00 Recess 9:45- 10:05
Lunch/Recess 11:40-12:15 Dismissal 12:10
Recess 1:25- 1:40
Dismissal 2:25
Grades1-3
Monday-Thursday Friday
Start 8:30 Start 8:30
Grades1-3Recess 10:10- 10:25 Grades1-3Recess 10:10-10:25 Grade1- 3rdgradeEat 11:40- 11:55 Dismissal 12:30
Grade1- 3rdgradePlay 11:55- 12:15
Grades1-3Recess 1:45- 2:00
Dismissal 2:45
OxfordPreparatoryAcademy(SV)Bell Schedule2023-2024
Grades4-5
Monday-Thursday Friday
Start 8:30 Start 8:30
Grades4+5Recess 10:35- 10:50 Grades4+5Recess10:25- 10:45 Grade4+5Eat 12:15- 12:30 Dismissal 12:30
Grade4+5Play 12:30-12:50
Dismissal 2:45
Bell Schedule
Middle School School Hours:

Monday - Thursday 8:15-3:00 p.m.

Friday 8:15 -12:45 p.m.
6th Grade Bell Schedule
(Monday through Thursday)
Periods Times Minutes
Period 1 8:15 - 9:03 48
Passing 9:03 - 9:07 4
Period 2 (HR) 9:07 - 10:00 53
Snack 10:00 - 10:10 0
Passing 10:10 - 10:14 4
Period 3 10:14 - 11:02 48
Passing 11:02 - 11:06 4
Period 4 11:06 - 11:54 48
Lunch 1 11:54 - 12:24 0
Passing 12:24 - 12:28 4
Period 5 12:28 - 1:16 48
Passing 1:16 - 1:20 4
Period 6 1:20 - 2:08 48
Passing 2:08 - 2:12 4
Period 7 2:12 - 3:00 48
Passing 3:00 - 3:04 (4)
Period 8 3:04 - 4:00 (56)
Total Instructional Minutes: 365
7th & 8th Grade Bell Schedule
(Monday through Thursday)
Periods Times Minutes
Period 1 8:15 - 9:03 48
Passing 9:03 - 9:07 4
Period 2 (HR) 9:07 - 10:00 53
Snack 10:00 - 10:10 0
Passing 10:10 - 10:14 4
Period 3 10:14 - 11:02 48
Passing 11:02 - 11:06 4
Period 4 11:06 - 11:54 48
Passing 11:54 - 11:58 4
Period 5 11:58 - 12:46 48
Lunch 2 12:46 - 1:16 0
Passing 1:16 - 1:20 4
Period 6 1:20 - 2:08 48
Passing 2:08 - 2:12 4
Period 7 2:12 - 3:00 48
Passing 3:00 - 3:04 (4)
Period 8 3:04 - 4:00 (56)
Total Instructional Minutes: 365
6th - 8th Grade Bell Schedule
(Fridays)
Periods Times Minutes
Period 1 8:15 - 8:48 33
Passing 8:48 - 8:52 4
Period 2 (HR) 8:52 - 9:30 38
Passing 9:30 - 9:34 4
Period 3 9:34 - 10:07 33
Snack 10:07 - 10:17 0
Passing 10:17 - 10:21 4
Period 4 10:21 - 10:54 33
Passing 10:54 - 10:58 4
Period 5 10:58 - 11:31 33
Passing 11:31 - 11:35 4
Period 6 11:35 - 12:08 33
Passing 12:08 - 12:12 4
Period 7 12:12 - 12:45 33
There is no Period 8 on Fridays.

Total Instructional Minutes: 260

APPENDIX

Attachment 3
1-Day Vehicular/Pedestrian/Bicycle Traffic Counts
4 Intersections

Prepared by National Data & Surveying Services
ID: 23-010122-001 Day:

City: Lake Forest Date:

AM 1000 AM
NOON 0000 NOON
PM 0000 PM

AM NOON PM PM NOON AM
0000 0 000
1 6 209 1
002 00 3 907 6
000 0 TEV 486 0 358 0 401
3 203 4 1 PHF 0.63 0.64
7 906 2 0 0010

AM NOON PM PM NOON AM
PM 08 606 9 PM
0 NONE
02:15 PM - 03:15 PM 0
Blackfoot Dr & Costa Bella Dr
Peak Hour Turning Movement Count
Blackfoot Dr Wednesday
SOUTHBOUND 11/29/2023
2:15 PM - 03:45 PM

PEAK HOURS
07:45 AM - 08:45 AM 1 7:15 AM - 08:45 AM

COUNT PERIODS
NONE
107 0 112
Totals (AM) 101 Total Bikes (AM)
Costa Bella Dr

EASTBOUND

WESTBOUND
Costa Bella Dr
218 0 150

CONTROL
No Control

NOONAM PM
NOON 0000 NOON
AM 0 126 1 79 AM
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 155

NORTHBOUND
Blackfoot Dr
Totals (NOON) Total Bikes (NOON)
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
1 0
4 0
0 0
9 0
22 18
0 3 60
0 4
3 0
18 0
0 0
0 0
0 0
1 00
0 0
0 0
0 1
0 0
0 0
00 0
0 0
0 0
0 0
0 0
0 21
0 0
0 0
0 0
0 0
0 62
3962
34 0
0 0
0 69
0 86
0 0
00 0
0 0
0 0
0 0
0 0
91 7679
32 0
1 0
0 79
1 126

National Data & Surveying Services
Intersection Turning Movement Count
Location: Blackfoot Dr & Costa Bella Dr
City: Lake Forest Project ID:

Control: No Control Date:

NS/EW Streets:
0100000001000100

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 7:15 AM 602000000 1 0 714500 35
7:30 AM 4040000003 1 8 06400 39
7:45 AM 2 4 0 2 2 0001005 3 1 0 1 3 700 103
8:00 AM 6 8 0 2 8 000000 1 8 1 9 0 2 4 3 6 00 193
8:15 AM 2 2 1 2 3 0000007 2 0 0 2 5 3 7 00 135
8:30 AM 1 2 06000000290 1 4 1 1 01 55

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 136 1 8 5 000100 4 5 1 0 4 1 86 100 0 1 560 APPROACH %'s : 61.26% 0.45% 38.29% 0.00% 0.00% 0.00% 100.00 % 0.00% 0.00% 30.00% 69.33% 0.67% 45.99% 53.48% 0.00% 0.53% PEAK HR : 7:45 AM 40 0 0 TOTAL
PEAK HR VOL : 126 1 7 9 000100 3 2 7 9 0 7 6 9 1 01 4 8 6 PEAK HR FACTOR : 0.463 0.25 0 0.705 0.00 0 0.000 0.000 0.250 0.000 0.000 0.444 0.637 0.000 0.760 0.615 0.00 0 0.250 Headers NBL NBT NBR NBU SB L SBT SBR SBU EBL EB T EBR EBU WBL WB T WBR WBU 0100000001000100

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 2:15 PM 1 6 0 1 3 0000009 1 2 07 1 1 00 68
2:30 PM 2060000003 1 0 1 1 0 701 40
2:45 PM 1 7 0 1 3 000000 1 3 2 9 1 1 3 2 3 01 110
3:00 PM 5 1 0 3 7 0000009 1 1 09 2 1 02 140
3:15 PM 1 3 060000004706701 44
3:30 PM 1 0 060000003813500 36

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 1 0 9 0 8 1 000000 4 1 7 7 3 4 8 7 4 05 4 3 8 APPROACH %'s : 57.37% 0.00% 42.63% 0.00% 0.00% 33.88% 63.64% 2.48% 37.80% 58.27% 0.00% 3. 94% PEAK HR : 2:15 PM 282 0 0 TOTAL
PEAK HR VOL : 8 6 0 6 9 000000 3 4 6 2 2 3 9 6 2 04 3 5 8 PEAK HR FACTOR : 0.422 0.000 0.466 0.000 0.000 0.000 0.000 0.000 0.000 0.654 0.534 0.500 0.750 0.674 0.000 0.500 Data - Totals
Blackfoot Dr Blackfoot Dr Costa Bella Dr Costa Bella Dr

0.536 0.250 0.750 0.677
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
23-010122-001
11/29/2023
02:15 PM - 03:15 PM

0.6390.440 0.570 0.709
07:45 AM - 08:45 AM

0.630
National Data & Surveying Services
Intersection Turning Movement Count
Location: Blackfoot Dr & Costa Bella Dr Project ID:

City: Lake Forest Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:15 AM 00100000 1
7:30 AM 00000000 0
7:45 AM 00000000 0
8:00 AM 00300400 7
8:15 AM 00801502 16
8:30 AM 00000200 2

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 00 1 2 01 1 1 02 2 6
APPROACH %'s : 100.00% 0.00% 8.33% 91.67% 0.00% 100.00% PEAK HR : 7:45 AM 39 -1 -1 TOTAL
PEAK HR VOL : 00 1 1 01 1 1 02 2 5
PEAK HR FACTOR : 0.344 0.250 0.550 0.250
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
2:15 PM 00009000 9
2:30 PM 00100000 1
2:45 PM 0026 1 7 000 25
3:00 PM 0018 1 6 000 25
3:15 PM 00000000 0
3:30 PM 00000000 0

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 004 1 4 4 2 000 6 0
APPROACH %'s : 22.22% 77.78% 100.00% 0.00%
PEAK HR : 2:15 PM 279 -3 -3 TOTAL
PEAK HR VOL : 004 1 4 4 2 000 6 0
PEAK HR FACTOR : 0.500 0.438 0.618
Data - Peds_Kids
Blackfoot Dr Blackfoot Dr Costa Bella Dr Costa Bella Dr

0.344 0.500 0.250
07:45 AM - 08:45 AM
AM

NORTH LEG SOUTH LEG EAST LEG WEST LEG
PM

NORTH LEG SOUTH LEG EAST LEG WEST LEG
23-010122-001
11/29/2023

0.6000.500 0.618
02:15 PM - 03:15 PM

0.391
National Data & Surveying Services
Intersection Turning Movement Count
Location: Blackfoot Dr & Costa Bella Dr Project ID:

City: Lake Forest Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:15 AM 00110000 2
7:30 AM 00110000 2
7:45 AM 00100100 2
8:00 AM 00410100 6
8:15 AM 00612302 14
8:30 AM 00011200 4

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 00 1 3 53702 3 0
APPROACH %'s : 72.22% 27.78% 30.00% 70.00% 0.00% 100.00% PEAK HR : 7:45 AM 39 -1 -1 TOTAL
PEAK HR VOL : 00 1 1 33702 2 6
PEAK HR FACTOR : 0.458 0.750 0.375 0.583 0.250
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
2:15 PM 00009100 10
2:30 PM 00200101 4
2:45 PM 00337100 14
3:00 PM 00012000 3
3:15 PM 00000000 0
3:30 PM 00000000 0

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 0054 1 8 301 3 1
APPROACH %'s : 55.56% 44.44% 85.71% 14.29% 0.00% 100.00% PEAK HR : 2:15 PM 279 -3 -3 TOTAL
PEAK HR VOL : 0054 1 8 301 3 1
PEAK HR FACTOR : 0.417 0.333 0.500 0.750 0.250
Data - Peds_Adults
Blackfoot Dr Blackfoot Dr Costa Bella Dr Costa Bella Dr

0.500 0.500 0.250
07:45 AM - 08:45 AM
AM

NORTH LEG SOUTH LEG EAST LEG WEST LEG
PM

NORTH LEG SOUTH LEG EAST LEG WEST LEG
23-010122-001
11/29/2023

0.5540.375 0.525 0.250
02:15 PM - 03:15 PM

0.464
National Data & Surveying Services
Intersection Turning Movement Count
Location: Blackfoot Dr & Costa Bella Dr
City: Lake Forest Project ID:

Control: No Control Date:

NS/EW Streets:
0100000001000100

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 7:15 AM 0000000000000000 0
7:30 AM 0000000000000000 0
7:45 AM 0000000000000000 0
8:00 AM 0000000000002000 2
8:15 AM 0000000000000000 0
8:30 AM 0000000000100000 1

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 00000000001020003
APPROACH %'s : 0.00% 0.00% 100.00 % 0.00% 100.00% 0.00% 0.00% 0.00% PEAK HR : 7:45 AM 40 0 0 TOTAL
PEAK HR VOL : 00000000001020003
PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.000 Headers NBL NBT NBR NBU SB L SBT SBR SBU EBL EB T EBR EBU WBL WB T WBR WBU 0100000001000100

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 2:15 PM 0000000000000000 0
2:30 PM 0000000000000000 0
2:45 PM 0000000000000000 0
3:00 PM 0010000000000100 2
3:15 PM 0000000000000000 0
3:30 PM 0000000000000000 0

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 00100000000001002
APPROACH %'s : 0.00% 0.00% 100.00 % 0.00% 0.00% 100.00% 0.00% 0.00% PEAK HR : 2:15 PM 282 0 0 TOTAL
PEAK HR VOL : 00100000000001002
PEAK HR FACTOR : 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 Data - Bikes
Blackfoot Dr Blackfoot Dr Costa Bella Dr Costa Bella Dr

0.250 0.250
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
23-010122-001
11/29/2023
02:15 PM - 03:15 PM

0.2500.250 0.250
07:45 AM - 08:45 AM

0.375
Prepared by National Data & Surveying Services
ID: 23-010122-002 Day:

City: Lake Forest Date:

AM 07 2 7 06 AM
NOON 0000 NOON
PM 03 9 6 06 PM

AM NOON PM PM NOON AM
0100 0 5 305 5
1 000
000 00 807
000 0 TEV 364 0 263 0 102
000 0 PHF 0.67 0.60
000 0 0010

AM NOON PM PM NOON AM
PM 00 9 0 6 PM
0 NONE
02:15 PM - 03:15 PM 149
Blackfoot Dr & Loumont Dr
Peak Hour Turning Movement Count
Blackfoot Dr Wednesday
SOUTHBOUND 11/29/2023
2:15 PM - 03:45 PM

PEAK HOURS
07:45 AM - 08:45 AM 205 7:15 AM - 08:45 AM

COUNT PERIODS
NONE
6 708 0
Totals (AM) 47 Total Bikes (AM)
Loumont Dr

EASTBOUND

WESTBOUND
Loumont Dr
000

CONTROL
No Control

NOONAM PM
NOON 0000 NOON
AM 0 0 144 8 AM
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 79

NORTHBOUND
Blackfoot Dr
Totals (NOON) Total Bikes (NOON)
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
0 0
0 0
0 0
2 0
7 5
0 3 185
0 21
32 0
118 18
0 0
2 0
16 0
0 00
0 0
0 0
0 0
1 0
0 0
00 0
0 0
0 0
0 0
0 0
0 00
0 0
0 3
1 0
0 0
53 0
80 0
0 0
39 60
6 90
0 0
0 00
0 0
0 0
0 0
0 0
55 0
70 0
0 0
72 70
8 144
0 National Data & Surveying Services
Intersection Turning Movement Count
Location: Blackfoot Dr & Loumont Dr
City: Lake Forest Project ID:

Control: No Control Date:

NS/EW Streets:
0100010000000100

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 7:15 AM 04000 1 1 0000000040 19
7:30 AM 08002 2 3 0000001020 36
7:45 AM 0 3 4 00 1 5 2 7 0100001080 86
8:00 AM 0 8 3 20 2 4 800000010 1 8 0 136
8:15 AM 0 2 3 40 2 7 1 9 03000010 1 6 0 93
8:30 AM 04204 1 8 02000040 1 3 2 49

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 01 5 6 8 0 72 10 6 06000080 6 1 2 4 1 9 APPROACH %'s : 0.00% 95.12% 4.88% 0.00% 39.13% 57.61% 0.00% 3.26% 11.27% 0.00% 85.92% 2.8 2% PEAK HR : 7:45 AM 40 0 0 TOTAL
PEAK HR VOL : 01 4 4 80 7 0 7 2 06000070 5 5 2 3 6 4
PEAK HR FACTOR : 0.000 0.434 0.500 0.000 0.648 0.667 0.000 0.500 0.000 0.000 0.000 0.000 0.438 0.000 0.764 0.250 Headers NBL NBT NBR NBU SB L SBT SBR SBU EBL EB T EBR EBU WBL WB T WBR WBU 0100010000000100

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 2:15 PM 0810 1 0 602000000 1 5 0 42
2:30 PM 05209 1 2 0200002030 35
2:45 PM 0 1 1 10 3 2 1 1 01000020 1 8 1 77
3:00 PM 0 6 6 209 1 0 01000040 1 7 0 109
3:15 PM 0 1 5 00580100000030 32
3:30 PM 05004800000000 1 0 0 27

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 0 1 1 0 60 6 9 5 5 07000080 6 6 1 3 2 2 APPROACH %'s : 0.00% 94.83% 5.17% 0.00% 52.67% 41.98% 0.00% 5.34% 10.67% 0.00% 88.00% 1.3 3% PEAK HR : 2:15 PM 282 0 0 TOTAL
PEAK HR VOL : 0 9 0 60 6 0 3 9 06000080 5 3 1 2 6 3
PEAK HR FACTOR : 0.000 0.341 0.75 0 0.000 0.469 0.813 0.00 0 0.750 0.000 0.000 0.000 0.000 0.500 0.000 0.736 0.250 Data - Totals
Blackfoot Dr Blackfoot Dr Loumont Dr Loumont Dr

0.447 0.755 0.842
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
23-010122-002
11/29/2023
02:15 PM - 03:15 PM

0.6030.353 0.59 7 0.738
07:45 AM - 08:45 AM

0.669
National Data & Surveying Services
Intersection Turning Movement Count
Location: Blackfoot Dr & Loumont Dr Project ID:

City: Lake Forest Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:15 AM 00000000 0
7:30 AM 00000100 1
7:45 AM 00000200 2
8:00 AM 50100 3 0 00 36
8:15 AM 30200 3 2 00 37
8:30 AM 00002200 4

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 80302 6 7 00 8 0
APPROACH %'s : 100.00% 0.00% 100.00% 0.00% 2.90% 97.10% PEAK HR : 7:45 AM 39 -1 -1 TOTAL
PEAK HR VOL : 80302 6 6 00 7 9
PEAK HR FACTOR : 0.400 0.375 0.250 0.516
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
2:15 PM 0100 1 2 000 13
2:30 PM 00000100 1
2:45 PM 0701 4 9 000 57
3:00 PM 0002 6 9 100 72
3:15 PM 00000000 0
3:30 PM 00000000 0

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 0803 1 3 0 200 1 4 3
APPROACH %'s : 0.00% 100.00% 0.00% 100.00% 98.48% 1.52% PEAK HR : 2:15 PM 279 -3 -3 TOTAL
PEAK HR VOL : 0803 1 3 0 200 1 4 3
PEAK HR FACTOR : 0.286 0.375 0.471 0.500
Data - Peds_Kids
Blackfoot Dr Blackfoot Dr Loumont Dr Loumont Dr

0.375 0.531
07:45 AM - 08:45 AM
AM

NORTH LEG SOUTH LEG EAST LEG WEST LEG
PM

NORTH LEG SOUTH LEG EAST LEG WEST LEG
23-010122-002
11/29/2023

0.4970.286 0.375 0.471
02:15 PM - 03:15 PM

0.5340.400
National Data & Surveying Services
Intersection Turning Movement Count
Location: Blackfoot Dr & Loumont Dr Project ID:

City: Lake Forest Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:15 AM 00000000 0
7:30 AM 00000000 0
7:45 AM 00000200 2
8:00 AM 40103 1 8 00 26
8:15 AM 2033 1 2 2 3 00 43
8:30 AM 20004900 15

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 8043 1 9 5 2 00 8 6
APPROACH %'s : 100.00% 0.00% 57.14% 42.86% 26.76% 73.24% PEAK HR : 7:45 AM 39 -1 -1 TOTAL
PEAK HR VOL : 8043 1 9 5 2 00 8 6
PEAK HR FACTOR : 0.500 0.333 0.250 0.396 0.565
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
2:15 PM 0100 1 9 400 24
2:30 PM 12100 1 3 00 17
2:45 PM 1711 2 9 1 2 00 51
3:00 PM 00017100 9
3:15 PM 01001000 2
3:30 PM 00000000 0

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 21 12 25 6 3 00 0 1 0 3
APPROACH %'s : 15.38% 84.62% 50.00% 50.00% 65.12% 34.88% PEAK HR : 2:15 PM 279 -3 -3 TOTAL
PEAK HR VOL : 21 02 25 5 3 00 0 1 0 1
PEAK HR FACTOR : 0.500 0.357 0.500 0.500 0.47 4 0.577
Data - Peds_Adults
Blackfoot Dr Blackfoot Dr Loumont Dr Loumont Dr

0.292 0.507
07:45 AM - 08:45 AM
AM

NORTH LEG SOUTH LEG EAST LEG WEST LEG
PM

NORTH LEG SOUTH LEG EAST LEG WEST LEG
23-010122-002
11/29/2023

0.4950.375 0.500 0.518
02:15 PM - 03:15 PM

0.5000.500
National Data & Surveying Services
Intersection Turning Movement Count
Location: Blackfoot Dr & Loumont Dr
City: Lake Forest Project ID:

Control: No Control Date:

NS/EW Streets:
0100010000000100

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 7:15 AM 0000000000000000 0
7:30 AM 0000000000000000 0
7:45 AM 0000000000000000 0
8:00 AM 0000110000000000 2
8:15 AM 0000010000000000 1
8:30 AM 0000010000000000 1

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 00001300000000004
APPROACH %'s : 25.00% 75.00% 0.00% 0.00%
PEAK HR : 7:45 AM 40 0 0 TOTAL
PEAK HR VOL : 00001300000000004
PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.250 0.750 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SB L SBT SBR SBU EBL EB T EBR EBU WBL WB T WBR WBU 0100010000000100

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 2:15 PM 0000000000000000 0
2:30 PM 0000000000000000 0
2:45 PM 0000000000000000 0
3:00 PM 0100000000000000 1
3:15 PM 0000000000000000 0
3:30 PM 0000000000000000 0

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 01000000000000001
APPROACH %'s : 0.00% 100.00% 0.00% 0.00%
PEAK HR : 2:15 PM 282 0 0 TOTAL
PEAK HR VOL : 01000000000000001
PEAK HR FACTOR : 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Data - Bikes
Blackfoot Dr Blackfoot Dr Loumont Dr Loumont Dr

0.500
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
23-010122-002
11/29/2023
02:15 PM - 03:15 PM

0.2500.250
07:45 AM - 08:45 AM

0.500
Prepared by National Data & Surveying Services
ID: 23-010122-003 Day:

City: Lake Forest Date:

AM 2 6 061 AM
NOON 0000 NOON
PM 3 601 32 PM

AM NOON PM PM NOON AM
0100 0 1 602 3
1 2 803 5
001 00 000
322 0 146 0 TEV 436 0 258 0 100
2 101 5 1 PHF 0.58 0.66
000 0 0000

AM NOON PM PM NOON AM
PM 0000 PM
0 NONE
02:15 PM - 03:15 PM 164
Blackfoot Dr & Dune Mear Rd
Peak Hour Turning Movement Count
Blackfoot Dr Wednesday
SOUTHBOUND 11/29/2023
2:15 PM - 03:45 PM

PEAK HOURS
07:45 AM - 08:45 AM 346 7:15 AM - 08:45 AM

COUNT PERIODS
NONE
2 902 7
Totals (AM) 0 Total Bikes (AM)
Dune Mear Rd

EASTBOUND

WESTBOUND
Dune Mear Rd
6 306 5

CONTROL
No Control

NOONAM PM
NOON 0000 NOON
AM 0200 AM
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 0

NORTHBOUND
Blackfoot Dr
Totals (NOON) Total Bikes (NOON)
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
0 0
0 1
0 0
0 0
0 0
0 0 0
0 6
18 0
1 8
0 0
0 0
2 0
0 00
1 0
0 0
1 0
0 0
0 0
00 0
0 0
0 0
0 0
0 0
0 00
0 1
0 0
0 0
0 0
16 28
00 15
146
36 0
13 0
0 0
0 0
00 0
0 0
0 0
0 0
0 23
35 00
21 322
26 0
6 0
0 2

National Data & Surveying Services
Intersection Turning Movement Count
Location: Blackfoot Dr & Dune Mear Rd
City: Lake Forest Project ID:

Control: No Control Date:

NS/EW Streets:
0000010001000100

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 7:15 AM 0000001021000410 9
7:30 AM 00000000 1 1 5000810 25
7:45 AM 20002010 5 9 9000 1 0 30 86
8:00 AM 000010 1 0 0 1 6 0 5000850 189
8:15 AM 000000 1 0 0 8 8 5000 1 2 1 0 0 125
8:30 AM 00003051 1 5 2000550 36

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 200060 2 7 1 3 3 5 2 7 000 4 7 2 5 0 4 7 0 APPROACH %'s : 100.00% 0.00% 0.00% 0.00% 17.65% 0.00% 79.41% 2.94% 92.54% 7.46% 0.00% 0.00% 0.00% 65.28% 34.72% 0.00% PEAK HR : 7:45 AM 40 0 0 TOTAL
PEAK HR VOL : 200060 2 6 1 3 2 2 2 1 000 3 5 2 3 0 4 3 6 PEAK HR FACTOR : 0.250 0.000 0.000 0.000 0.500 0.000 0.650 0.250 0.503 0.583 0.00 0 0.000 0.000 0.729 0.575 0.00 0 Headers NBL NBT NBR NBU SB L SBT SBR SBU EBL EB T EBR EBU WBL WB T WBR WBU 0000010001000100

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 2:15 PM 00000080 1 5 4000520 34
2:30 PM 00005011 2 7 5010550 50
2:45 PM 000040 1 3 1 4 6 2000631 76
3:00 PM 000040 1 4 0 5 8 4000 1 2 60 98
3:15 PM 0000204062000810 23
3:30 PM 0000001162000600 16

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 0000 1 5 0 4 1 3 1 5 8 1 9 010 4 2 1 7 1 2 9 7 APPROACH %'s : 25.42% 0.00% 69.49% 5.08% 88.76% 10.67% 0.00% 0.56% 0.00% 70.00% 28.33% 1. 67% PEAK HR : 2:15 PM 282 0 0 TOTAL
PEAK HR VOL : 0000 1 3 0 3 6 2 1 4 6 15 0 1 0 28 16 1 258 PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.650 0.000 0.643 0.50 0 0.629 0.750 0.000 0.250 0.000 0.583 0.66 7 0.250 Data - Totals
Blackfoot Dr Blackfoot Dr Dune Mear Rd Dune Mear Rd

0.250 0.750 0.520 0.659
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
23-010122-003
11/29/2023
02:15 PM - 03:15 PM

0.6580.708 0.653 0.625
07:45 AM - 08:45 AM

0.577
National Data & Surveying Services
Intersection Turning Movement Count
Location: Blackfoot Dr & Dune Mear Rd Project ID:

City: Lake Forest Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:15 AM 00000000 0
7:30 AM 00000000 0
7:45 AM 00000000 0
8:00 AM 00002000 2
8:15 AM 00002000 2
8:30 AM 10000000 1

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 10004000 5
APPROACH %'s : 100.00% 0.00% 100.00% 0.00%
PEAK HR : 7:45 AM 39 -1 -1 TOTAL
PEAK HR VOL : 10004000 5
PEAK HR FACTOR : 0.250 0.500
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
2:15 PM 00000100 1
2:30 PM 00000000 0
2:45 PM 00000000 0
3:00 PM 08000 1 4 00 22
3:15 PM 00000000 0
3:30 PM 00000000 0

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 08000 1 5 00 2 3
APPROACH %'s : 0.00% 100.00% 0.00% 100.00%
PEAK HR : 2:15 PM 279 -3 -3 TOTAL
PEAK HR VOL : 08000 1 5 00 2 3
PEAK HR FACTOR : 0.250 0.268
Data - Peds_Kids
Blackfoot Dr Blackfoot Dr Dune Mear Rd Dune Mear Rd

0.500
07:45 AM - 08:45 AM
AM

NORTH LEG SOUTH LEG EAST LEG WEST LEG
PM

NORTH LEG SOUTH LEG EAST LEG WEST LEG
23-010122-003
11/29/2023

0.2610.250 0.268
02:15 PM - 03:15 PM

0.6250.250
National Data & Surveying Services
Intersection Turning Movement Count
Location: Blackfoot Dr & Dune Mear Rd Project ID:

City: Lake Forest Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:15 AM 00000010 1
7:30 AM 00000001 1
7:45 AM 00000000 0
8:00 AM 00000000 0
8:15 AM 00002100 3
8:30 AM 10000000 1

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 10002111 6
APPROACH %'s : 100.00% 0.00% 66.67% 33.33% 50.00% 50.00% PEAK HR : 7:45 AM 39 -1 -1 TOTAL
PEAK HR VOL : 10002100 4
PEAK HR FACTOR : 0.250 0.250 0.250
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
2:15 PM 00000310 4
2:30 PM 00000000 0
2:45 PM 00000000 0
3:00 PM 00000000 0
3:15 PM 00000001 1
3:30 PM 00000000 0

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 00000311 5
APPROACH %'s : 0.00% 100.00% 50.00% 50.00%
PEAK HR : 2:15 PM 279 -3 -3 TOTAL
PEAK HR VOL : 00000310 4
PEAK HR FACTOR : 0.250 0.250
Data - Peds_Adults
Blackfoot Dr Blackfoot Dr Dune Mear Rd Dune Mear Rd

0.250
07:45 AM - 08:45 AM
AM

NORTH LEG SOUTH LEG EAST LEG WEST LEG
PM

NORTH LEG SOUTH LEG EAST LEG WEST LEG
23-010122-003
11/29/2023

0.2500.250 0.250
02:15 PM - 03:15 PM

0.3330.250
National Data & Surveying Services
Intersection Turning Movement Count
Location: Blackfoot Dr & Dune Mear Rd
City: Lake Forest Project ID:

Control: No Control Date:

NS/EW Streets:
0000010001000100

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 7:15 AM 0000000000000000 0
7:30 AM 0000000000000000 0
7:45 AM 0000000010000000 1
8:00 AM 0000000000000000 0
8:15 AM 0000000000000000 0
8:30 AM 0000000000000000 0

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 00000000100000001
APPROACH %'s : 100.00% 0.00% 0.00% 0.00%
PEAK HR : 7:45 AM 40 0 0 TOTAL
PEAK HR VOL : 00000000100000001
PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SB L SBT SBR SBU EBL EB T EBR EBU WBL WB T WBR WBU 0000010001000100

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 2:15 PM 0000000001000000 1
2:30 PM 0000000000000000 0
2:45 PM 0000000000000000 0
3:00 PM 0000100000000000 1
3:15 PM 0000000000000000 0
3:30 PM 0000000000000100 1

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 00001000010001003
APPROACH %'s : 100.00% 0.00% 0.00% 0.00% 0.00% 100.00 % 0.00% 0.00% 0.00% 100.00 % 0.00% 0.00% PEAK HR : 2:15 PM 282 0 0 TOTAL
PEAK HR VOL : 00001000010000002
PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 Data - Bikes
Blackfoot Dr Blackfoot Dr Dune Mear Rd Dune Mear Rd

0.250
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
23-010122-003
11/29/2023
02:15 PM - 03:15 PM

0.5000.250 0.250
07:45 AM - 08:45 AM

0.250
Prepared by National Data & Surveying Services
ID: 23-010122-004 Day:

City: Lake Forest Date:

AM 0000 AM
NOON 0000 NOON
PM 0000 PM

AM NOON PM PM NOON AM
0000 0 000
1 2 903 8
003 00 48 0 132
000 0 TEV 210 0 130 0 100
1 101 6 1 PHF 0.46 0.51
808 0 0010

AM NOON PM PM NOON AM
PM 11 101 3 PM
0 NONE
02:30 PM - 03:30 PM 0
Calle Tres Lomas & Dune Mear Rd
Peak Hour Turning Movement Count
Calle Tres Lomas Wednesday
SOUTHBOUND 11/29/2023
2:15 PM - 03:45 PM

PEAK HOURS
07:30 AM - 08:30 AM 0 7:15 AM - 08:45 AM

COUNT PERIODS
NONE
3 001 7
Totals (AM) 57 Total Bikes (AM)
Dune Mear Rd

EASTBOUND

WESTBOUND
Dune Mear Rd
5 304 3

CONTROL
No Control

NOONAM PM
NOON 0000 NOON
AM 01 50 6 AM
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 140

NORTHBOUND
Calle Tres Lomas
Totals (NOON) Total Bikes (NOON)
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
48 0
2 3
0 7
17 0
3 0
0 5 3
0 9
0 0
1 0
0 0
0 0
0 0
0 00
1 0
0 0
0 0
0 0
0 0
00 0
0 0
0 0
0 0
0 0
0 00
0 0
0 0
0 1
0 0
0 29
488
16 0
0 0
0 13
0 11
0 0
00 0
0 0
0 0
0 0
0 0
38 1328
11 0
0 0
0 6
0 15

National Data & Surveying Services
Intersection Turning Movement Count
Location: Calle Tres Lomas & Dune Mear Rd
City: Lake Forest Project ID:

Control: No Control Date:

NS/EW Streets:
0100000001000100

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 7:15 AM 1000000000000500 6
7:30 AM 5010000002201200 13
7:45 AM 303000000550 1 6 1 2 00 44
8:00 AM 301000000110 1 0 3 600 115
8:15 AM 401000000300 1 2 1 8 00 38
8:30 AM 1000000003000700 11

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 1 7 06000000 1 4 80 1 3 2 5 0 00 2 2 7
APPROACH %'s : 73.91% 0.00% 26.09% 0.00% 0.00% 63.64% 36.36% 0.00% 72.53% 27.47% 0.00% 0. 00% PEAK HR : 7:30 AM 39 0 0 TOTAL
PEAK HR VOL : 1 5 06000000 1 1 80 1 3 2 3 8 00 2 1 0
PEAK HR FACTOR : 0.750 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.550 0.400 0.000 0.320 0.528 0.000 0.000 Headers NBL NBT NBR NBU SB L SBT SBR SBU EBL EB T EBR EBU WBL WB T WBR WBU 0100000001000100

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 2:15 PM 1000000001001300 6
2:30 PM 5010000004410700 22
2:45 PM 4080000006007601 32
3:00 PM 104000000341 4 0 1 1 00 64
3:15 PM 1001000003011500 12
3:30 PM 2010000001000200 6

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 1 4 0 1 4 100000 1 8 83 4 9 3 4 01 1 4 2 APPROACH %'s : 48.28% 0.00% 48.28% 3.45% 0.00% 62.07% 27.59% 10.34% 58.33% 40.48% 0.00% 1 .19% PEAK HR : 2:30 PM 283 0 0 TOTAL
PEAK HR VOL : 1 1 0 1 3 100000 1 6 83 4 8 2 9 01 1 3 0
PEAK HR FACTOR : 0.550 0.000 0.406 0.250 0.000 0.000 0.000 0.000 0.000 0.667 0.500 0.750 0.300 0.659 0.000 0.250 Data - Totals
Calle Tres Lomas Calle Tres Lomas Dune Mear Rd Dune Mear Rd

0.875 0.475 0.39 0
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
23-010122-004
11/29/2023
02:30 PM - 03:30 PM

0.5080.521 0.750 0.382
07:30 AM - 08:30 AM

0.457
National Data & Surveying Services
Intersection Turning Movement Count
Location: Calle Tres Lomas & Dune Mear Rd Project ID:

City: Lake Forest Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:15 AM 00000010 1
7:30 AM 00001000 1
7:45 AM 00001010 2
8:00 AM 00040040 8
8:15 AM 00002000 2
8:30 AM 00000000 0

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 00044060 1 4
APPROACH %'s : 0.00% 100.00% 100.00% 0.00% 100.00% 0.00% PEAK HR : 7:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 00044050 1 3
PEAK HR FACTOR : 0.250 0.500 0.313
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
2:15 PM 00000000 0
2:30 PM 00000020 2
2:45 PM 00001000 1
3:00 PM 00 1 4 0001 4 3 58
3:15 PM 00100001 2
3:30 PM 00000001 1

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 00 1 5 0103 4 5 6 4
APPROACH %'s : 100.00% 0.00% 100.00% 0.00% 6.25% 93.75% PEAK HR : 2:30 PM 280 -3 -3 TOTAL
PEAK HR VOL : 00 1 5 0103 4 4 6 3
PEAK HR FACTOR : 0.268 0.250 0.375 0.256
Data - Peds_Kids
Calle Tres Lomas Calle Tres Lomas Dune Mear Rd Dune Mear Rd

0.250 0.500 0.313
07:30 AM - 08:30 AM
AM

NORTH LEG SOUTH LEG EAST LEG WEST LEG
PM

NORTH LEG SOUTH LEG EAST LEG WEST LEG
23-010122-004
11/29/2023

0.2720.268 0.250 0.267
02:30 PM - 03:30 PM

0.406
National Data & Surveying Services
Intersection Turning Movement Count
Location: Calle Tres Lomas & Dune Mear Rd Project ID:

City: Lake Forest Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:15 AM 00020010 3
7:30 AM 00001000 1
7:45 AM 00102000 3
8:00 AM 00111121 7
8:15 AM 00101001 3
8:30 AM 00110100 3

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 00445232 2 0
APPROACH %'s : 50.00% 50.00% 71.43% 28.57% 60.00% 40.00% PEAK HR : 7:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 00315122 1 4
PEAK HR FACTOR : 0.750 0.250 0.625 0.250 0.250 0.500
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
2:15 PM 00000000 0
2:30 PM 00000000 0
2:45 PM 00102001 4
3:00 PM 00100003 4
3:15 PM 00000000 0
3:30 PM 00000000 0

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 00202004 8
APPROACH %'s : 100.00% 0.00% 100.00% 0.00% 0.00% 100.00% PEAK HR : 2:30 PM 280 -3 -3 TOTAL
PEAK HR VOL : 00202004 8
PEAK HR FACTOR : 0.500 0.250 0.333
Data - Peds_Adults
Calle Tres Lomas Calle Tres Lomas Dune Mear Rd Dune Mear Rd

0.500 0.750 0.333
07:30 AM - 08:30 AM
AM

NORTH LEG SOUTH LEG EAST LEG WEST LEG
PM

NORTH LEG SOUTH LEG EAST LEG WEST LEG
23-010122-004
11/29/2023

0.5000.500 0.250 0.333
02:30 PM - 03:30 PM

0.500
National Data & Surveying Services
Intersection Turning Movement Count
Location: Calle Tres Lomas & Dune Mear Rd
City: Lake Forest Project ID:

Control: No Control Date:

NS/EW Streets:
0100000001000100

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 7:15 AM 0000000000000000 0
7:30 AM 0000000000000000 0
7:45 AM 0000000000000000 0
8:00 AM 0000000000000000 0
8:15 AM 0010000000000000 1
8:30 AM 0000000000000000 0

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 00100000000000001
APPROACH %'s : 0.00% 0.00% 100.00 % 0.00%
PEAK HR : 7:30 AM 39 0 0 TOTAL
PEAK HR VOL : 00100000000000001
PEAK HR FACTOR : 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SB L SBT SBR SBU EBL EB T EBR EBU WBL WB T WBR WBU 0100000001000100

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L 2:15 PM 0000000001000000 1
2:30 PM 0000000000000000 0
2:45 PM 0000000000000000 0
3:00 PM 0000000001000000 1
3:15 PM 0000000000000000 0
3:30 PM 0000000000000000 0

NL NT NR NU S L ST SR SU E L ET ER EU W L WT WR WU TOTA L TOTAL VOLUMES : 00000000020000002
APPROACH %'s : 0.00% 100.00% 0.00% 0.00%
PEAK HR : 2:30 PM 283 0 0 TOTAL
PEAK HR VOL : 00000000010000001
PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 Data - Bikes
Calle Tres Lomas Calle Tres Lomas Dune Mear Rd Dune Mear Rd

0.250
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
23-010122-004
11/29/2023
02:30 PM - 03:30 PM

0.2500.250
07:30 AM - 08:30 AM

0.250

APPENDIX

Attachment 4
SWITRS Collision Data
4 Intersections

CITY OF LAKE FOREST

BLACKFOOT DRIVE AT COSTA BELLA DRIVE
5-YEAR SWITRS COLLISION DATABASE
JANUARY 1, 2019 - NOVEMBER 30, 2023

CASE ID
COLL.

DATE
COLL.

TIME PRIMARY ROAD SECONDARY ROAD DIST. DIR. INTERS.

WEATH.
1 COLL.

SEVERITY
PRIM.

COLL.

FACT.

PCF
VIOL
CAT.

PCF
VIOL.

HIT
AND
RUN
TYPE
OF
COLL.

MOTOR

VEHICLE

INVOLVED
WITH
ROAD
SURF.

NO COLLISIONS REPORTED.

NOTES:

Weather 1 Collision Severit y Primary Collision Factor PCF Violation Category Hit and Run T ype of Collision A - Clear 1 - Fatal A - (Vehicle) Code Violation 01 - Drivin g or Bicycling Under Influence F - Felony A - Head-On B - Cloudy 2 - Injury (Severe) B - Other Improper Driving 02 - Impeding Traffic M - Misdemeanor B - Sideswipe C - Raining 3 - Injury (Other Visible) C - Other Than Driver 03 - Unsafe Speed N - Not Hit & Run C - Rear-End D - Snowing 4 - Injury (Complaint of Pain) D - Unknown 04 - Followin g Too Closely D - Broadside E - Fog 0 - PDO (Property Damage Only) E - Fell Asleep 05 - Wrong Side of Road E - Hit Ob ject F - Other - - Not Stated 06 - Im proper Passing F - Overturned G - Wind 07 - Unsafe Lane Change G - Vehicle/Pedestrian - - Not Stated 08 - Improper Turning H - Other
09 - Automobile ROW - - Not Stated
Motor Vehicle Involved With: 10 - Pedestrian ROW
A - Non-Collision 11 - Pedestrian Violation Road Surface B - Pedestrian 12 - Traffic Si gnals and Signs A - Dry
C - Other Motor Vehicle 13 - Hazardous Parking B - Wet
D - Motor Vehicle on Other Roadway 14 - Lights C - Snow y or Icy E - Parked Motor Vehicle 15 - Brakes D - Sli ppery
F - Train 16 - Other E quipment - - Not Stated
G - Bicycle 17 - Other Hazardous Violatio n
H - Animal 18 - Other Than Driver (or Ped)
I - Fixed Object 19 -
J - Other Object 20 -
- - Not Stated 21 - Unsafe Startin g or Backing
22 - Other Improper Driving
23 - Pedestrian or "Other" Under the Influence
24 - Fell Asleep
00 - Unknown
- - Not Stated

Page 1 of 4 ends

CITY OF LAKE FOREST

BLACKFOOT DRIVE AT LOUMONT DRIVE
5-YEAR SWITRS COLLISION DATABASE
JANUARY 1, 2019 - NOVEMBER 30, 2023

CASE ID
COLL.

DATE
COLL.

TIME PRIMARY ROAD SECONDARY ROAD DIST. DIR. INTERS.

WEATH.
1 COLL.

SEVERITY
PRIM.

COLL.

FACT.

PCF
VIOL
CAT.

PCF
VIOL.

HIT
AND
RUN
TYPE
OF
COLL.

MOTOR

VEHICLE

INVOLVED
WITH
ROAD
SURF.

NO COLLISIONS REPORTED.

NOTES:

Page 2 of 4 ends

CITY OF LAKE FOREST

BLACKFOOT DRIVE AT DUNE MEAR ROAD
5-YEAR SWITRS COLLISION DATABASE
JANUARY 1, 2019 - NOVEMBER 30, 2023

CASE ID
COLL.

DATE
COLL.

TIME PRIMARY ROAD SECONDARY ROAD DIST. DIR. INTERS.

WEATH.
1 COLL.

SEVERITY
PRIM.

COLL.

FACT.

PCF
VIOL
CAT.

PCF
VIOL.

HIT
AND
RUN
TYPE
OF
COLL.

MOTOR

VEHICLE

INVOLVED
WITH
ROAD
SURF.

NO COLLISIONS REPORTED.

NOTES:

Page 3 of 4 ends

CITY OF LAKE FOREST

BLACKFOOT DRIVE AT CALLE TRES LOMAS
5-YEAR SWITRS COLLISION DATABASE
JANUARY 1, 2019 - NOVEMBER 30, 2023

CASE ID
COLL.

DATE
COLL.

TIME PRIMARY ROAD SECONDARY ROAD DIST. DIR. INTERS.

WEATH.
1 COLL.

SEVERITY
PRIM.

COLL.

FACT.

PCF
VIOL
CAT.

PCF
VIOL.

HIT
AND
RUN
TYPE
OF
COLL.

MOTOR

VEHICLE

INVOLVED
WITH
ROAD
SURF.

NO COLLISIONS REPORTED.

NOTES:

Page 4 of 4 ends

APPENDIX
Attachment 5
Proposed Sighting and Striping Improvements

Lake Forest City CouncilJune 18, 2024

Lake Forest City Council
June 18, 2024