HomeMy WebLinkAboutTraffic Impact Study for Lakeshore Town Center Oct 2015 Traffic Impact Study for
r.e Town Center
Lake Elsinore, CA
January 29, I
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Morgan Legacy, LL
7162 Beverly Boulevard, Suite 344
Los Angeles, CA 90036
(213) 798-6660
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1 100 Corporate Center Drive, Suite 201
Monterey Park, California 91754
(323) 260-4703
JB31054
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Table of Contents
1. INTRODUCTION........................... ......... ............ .......... ,........ ........: ......«...... ....... . ........ .............. I
A. PROJECT DETAILS........................................................................................................................................................................I
B. PROJECT STUDY AREA................................................................................................................................................................I
C.STUDY SCENARIOS....;. ...,;.n, „ ,,,. „....... ............. ,..,................. . ..,.__4
D.ANALYSIS METHODOLOGY............................................... ......... .............. .... ......... . .............................4
2. EXISTING CONDITIONS........................................................................................................................ 9
A. EXISTING ROADWAY SYSTEM....................................................................................................................................................9
B.EXISTING TRANSIT SERVICE..................................................................................................................................................... I I
C.EXISTING INTERSECTION LEVELS OF SERVICE........................................................................................................................ 13
D. EXISTING ROADWAY SEGMENT LEVELS OF SERVICE............................................................................................................. 17
3. PROJECT TRIP GENERATION............................................................................................................. 18
A. PROJECT TRIP GENERATION................................................................................................................................................... 18
B.PROJECT TRIP DISTRIBUTION.................................................................................................................................................. 19
C.PROJECT TRIP ASSIGNMENT.................................................................................................................................................... 19
4. EXISTING PLUS PROJECT CONDITIONS......................................................................................... 24
A.EXISTING PLUS-PROJECT INTERSECTION LEVELS OF SERVICE_,..., 24
B. EXISTING PLUS-PROJECT ROADWAY SEGMENT LEVELS OF SERVICE............ ....... .. .....,,. ...,,..a.....28
S. FUTURE 2020 PRE-PROJECT CONDITIONS.....................................................................................29
A.AMBIENT GROWTH.................................................................................................................................................................29
B.AREA/CUMULATIVE PROJECTS.................................................................................................................................................29
C.FUTURE PRE-PROJECT INTERSECTION LEVELS OF SERVICE...................................................................................................36
D. FUTURE PRE-PROJECT ROADWAY SEGMENT LEVELS OF SERVICE........................................................................................40
6. FUTURE 2020 POST-PROJECT CONDITIONS..................................................................................41
A. FUTURE POST-PROJECT INTERSECTION LEVELS OF SERVICE.................................................................................................41
B. FUTURE POST-PROJECT ROADWAY SEGMENT LEVELS OF SERVICE__, ..., .. 45
7. PROJECT TRAFFIC IMPACTS..............................................................................................................46
A. PROJECT TRAFFIC IMPACTS CRITERIA....................................................................................................................................46
B.PROJECT TRAFFIC IMPACTS—INTERSECTIONS.......................................................................................................................46
C. PROJECT TRAFFIC IMPACTS—ROADWAY SEGMENTS...........................................................................................................49
8. RECOMMENDED MITIGATION MEASURES.....................................................................................51
A. MITIGATION MEASURES—INTERSECTIONS............................................................................................................................51
B. MITIGATION MEASURES—ROADWAY SEGMENTS.................................................................................................................54
9. ANALYSIS SUMMARY AND CONCLUSIONS .......... .............................................. ...... . ............ S5
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Traffic Impact Study—Lakeshore Town Center in Lake Elsinore JB31054
January 29, 2016
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List of Figures
FIGURE I —PROJECT SITE PLAN 2
FIGURE 2—PROJECT LOCATION AND STUDY INTERSECTIONS 3
FIGURE 3—INTERSECTION GEOMETRY 10
FIGURE 4—EXISTING TRANSIT SERVICE 12
FIGURE 5 —EXISTING (YEAR 2015)WEEKDAY AM PEAK HOUR TURN VOLUMES 14
FIGURE 6 —EXISTING (YEAR 2015)WEEKDAY PM PEAK HOUR TURN VOLUMES 15
FIGURE 7 —EXISTING (YEAR 2015) SATURDAY MID-DAY PEAK HOUR TURN VOLUMES 16
FIGURE 8—PROJECT TRIP DISTRIBUTION 20
FIGURE 9—PROJECT TRIP ASSIGNMENT—WEEKDAY AM PEAK HOUR 21
FIGURE 10—PROJECT TRIP ASSIGNMENT—PM PEAK HOUR 22
FIGURE I I —PROJECT TRIP ASSIGNMENT—SATURDAY MID-DAY PEAK HOUR 23
FIGURE 12—EXISTING PLUS PROJECT WEEKDAY AM PEAK-HOUR TURN VOLUMES 25
FIGURE 13—EXISTING PLUS PROJECT WEEKDAY PM PEAK-HOUR TURN VOLUMES 26
FIGURE 14—EXISTING PLUS PROJECT SATURDAY MID-DAY PEAK-HOUR TURN VOLUMES 27
FIGURE 15—LOCATIONS OF THE AREA PROJECTS 32
FIGURE 16—RELATED PROJECT WEEKDAY AM PEAK HOUR TURN VOLUMES 33
FIGURE 17—RELATED PROJECT WEEKDAY PM PEAK HOUR TURN VOLUMES 34
FIGURE 18—RELATED PROJECT SATURDAY MID-DAY PEAK HOUR TURN VOLUMES 35
FIGURE 19 - FUTURE 2020 PRE-PROJECT—WEEKDAY AM PEAK HOUR TURN VOLUMES 37
FIGURE 20- FUTURE 2020 PRE-PROJECT—WEEKDAY PM PEAK HOUR TURN VOLUMES 38
FIGURE 2 1- FUTURE 2020 PRE-PROJECT—SATURDAY MID-DAY PEAK HOUR TURN VOLUMES 39
FIGURE 22- FUTURE 2020 POST-PROJECT—WEEKDAY AM PEAK HOUR TURN VOLUMES 42
FIGURE 23- FUTURE 2020 POST-PROJECT—WEEKDAY PM PEAK HOUR TURN VOLUMES 43
FIGURE 24- FUTURE 2020 POST-PROJECT—SATURDAY MID-DAY PEAK HOUR TURN VOLUMES 44
List of Tables
TABLE I—HCM FOUR-WAY STOP AND UNSIGNALIZED INTERSECTION LEVEL-OF-SERVICE DEFINITIONS6
TABLE 2—HCM SIGNALIZED INTERSECTION LEVEL-OF-SERVICE DEFINITIONS -6
TABLE 3 —LINK/VOLUME CAPACITY/LEVEL OF SERVICE FOR RIVERSIDE COUNTY ROADWAYS 7
TABLE 4—STUDY AREA ROADWAY DESCRIPTION 9
TABLE 5 - SUMMARY OF INTERSECTION PERFORMANCE EXISTING CONDITIONS 13
TABLE 6-SUMMARY OF ROADWAY SEGMENT PERFORMANCE EXISTING CONDITIONS 17
TABLE 7—PROJECT TRIP GENERATION CALCULATIONS 18
TABLE 8—INTERSECTION PERFORMANCE— EXISTING PLUS-PROJECT CONDITIONS 24
TABLE 9-SUMMARY OF ROADWAY SEGMENT PERFORMANCE
- EXISTING PLUS-PROJECT CONDITIONS 28
TABLE 10—AREA/CUMULATIVE PROJECTS TRIP GENERATION 29
TABLE I I—STUDY INTERSECTION OPERATIONS—FUTURE (YEAR 2020) PRE-PROJECT CONDITIONS 36
TABLE 12- SUMMARY OF ROADWAY SEGMENT PERFORMANCE
- FUTURE (YEAR 2020) PRE-PROJECT CONDITIONS 40
TABLE 13—STUDY INTERSECTION OPERATIONS— FUTURE (YEAR 2020) POST-PROJECT CONDITIONS41
TABLE 14- SUMMARY OF ROADWAY SEGMENT PERFORMANCE
- FUTURE (YEAR 2020) POST-PROJECT CONDITIONS 45
TABLE 15—ASSESSMENT OF PROJECT IMPACTS—BASED ON INTERSECTION LOS 47
TABLE 16—ASSESSMENT OF PROJECT IMPACTS—BASED ON ROADWAY SEGMENT LOS 49
TABLE 17—SUMMARY OF TRAFFIC SIGNAL WARRANT ANALYSIS 51
TABLE 18—INTERSECTION PERFORMANCE—WITH PROJECT PLUS MITIGATION 53
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APPENDIX A-SCOPING DOCUMENT
APPENDIX B-TRAFFIC COUNT DATA
APPENDIX C-LEVEL OF SERVICE WORKSHEETS-EXISTING CONDITIONS
APPENDIX D-LEVEL OF SERVICE WORKSHEETS-EXISTING PLUS PROJECT CONDITIONS
APPENDIX E -LEVEL OF SERVICE WORKSHEETS-FUTURE PRE-PROJECT CONDITIONS
APPENDIX F -LEVEL OF SERVICE WORKSHEETS-FUTURE POST-PROJECT CONDITIONS
APPENDIX G -SIGNAL WARRANT ANALYSIS WORKSHEETS
APPENDIX H-LEVEL OF SERVICE WORKSHEETS-EXISTING/FUTURE POST-PROJECT CONDITIONS PLUS
MITIGATION MEASURES
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Traffic Impact Study—Lakeshore Town Center in Lake Elsinore JB31054
January 29, 2016
1 . Introduction
This document summarizes the potential traffic impacts associated with the proposed Lakeshore Town
Center (Project), to be located south of the intersection of Line Street and Lakeshore Drive in the City
of Lake Elsinore. The traffic study was conducted based on the Riverside County Transportation
Department Traffic Impact Analysis Preparation Guide of 2008.
Prior to the start of the study, KOA Corporation coordinated with staff from City of Lake Elsinore to
obtain consensus on the traffic scope, methodology and assumptions. A scoping document was
prepared by KOA Corporation and reviewed by City staff. A copy of the finalized scoping document is
provided in Appendix A.
A. Project Details
The proposed Project will be constructed on a primarily vacant set of parcels. The Project would
consist of 22,149 square feet of ground-floor retail space, a 5,000 square-foot area for meeting rooms,
130 hotel rooms, and 108 residential condominium units. The project would provide 492 parking spaces.
The proposed Project is anticipated to be completed by 2020. The conceptual site plan is illustrated on
Figure I.
B. Project Study re
The Project study area, as defined through consultation with the City, encompasses eight study
intersections and six study roadway segments. The list of intersections is as follows:
I. Lakeshore Drive at Line Street
2. Lakeshore Drive at Project Driveway between Line St and Short Street
3. Lakeshore Drive at Short Street
4. Spring Street at Graham Avenue
5. Main Street at Graham Avenue
6. Main Street at Heald Avenue
7. Main Street at Southbound 1-15 Ramp
8. Main Street at Northbound I-15 Ramp
The list of roadway segments as follows:
A. Main Street, between Flint Street and Southbound 1-15 Ramp
B. Main Street, between Heald Avenue and Graham Avenue
C. Main Street, between Limited Street and Library Street
D. Lakeshore Drive, northwest of Spring
E. Lakeshore Drive, between Spring Street and Main Street
F. Lakeshore Drive, southeast of Main Street
The locations of the Project site and the study intersections, and roadway segments within the
surrounding roadway system, are illustrated on Figure 2.
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Traffic Impact Study—Lakeshore Town Center in Lake Elsinore JB31054
January 29, 2016
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1 Introduction
C. Study Scenarios
Project traffic impacts were analyzed for the weekday a.m. and p.m. peak-hour time periods at the study
intersections. The traffic analysis included the following scenarios:
• Existing (year 2015)
• Existing plus-Project (year 2015)
• Future pre-Project (year 2020)
• Future post-Project (year 2020)
D.
Analysis Methodology
The proposed Project site is located within the City of Lake Elsinore. KOA coordinated with the City
at the start of this study to achieve consensus on assumptions such as study intersections, roadway
segments, trip generation and trip distribution.
The general methodology and assumptions contained in this report are based on the Riverside County
Transportation Department Traffic Impact Analysis Preparation Guide of 2008. A scoping document
that included all major traffic study assumptions was submitted to the City.
The finalized scoping document is provided by Appendix A.
The list of study intersections and roadway segments is finalized through this process, as are the trip
generation and trip distribution assumptions. The following text describes the methodology for this
report.
Existing Condition
Fieldwork within the project study area was undertaken to identify the conditions at key study area
roadways, to identify traffic controls and approach lane configurations at each study intersection, and to
identify the locations of on-street parking and transit stops.
Traffic counts were collected at the study intersections during the timeframe of 7:00 a.m. to 9:00 a.m.
and 4:00 p.m. to 6:00 p.m. on Thursday, October 22, 2015. These counts were utilized to define
existing volumes for the weekday a.m, and p.m. peak-hour level of service calculations.
Traffic counts were also collected at the study intersections during the timeframe of 1 1:00 a.m. to 1:00
p.m. on Saturday, October 24, 2015. These counts were utilized to define existing volumes for the
weekend mid-day peak-hour level of service calculations.
Weekday and weekend daily volumes, for one 24-hour period for each timeframe, were conducted at
the study roadway segments from Saturday, October 24, 2015 to Tuesday, October 27, 2015.
The traffic count summaries are provided in Appendix B of this report. The existing levels of service at
the study intersections are discussed in Section 2 of this report.
Project Trip Generation and Distribution
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Traffic Impact Study— Lakeshore Town Center in Lake Elsinore JB31054
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1. Introduction
The applied trip generation rates for Project trips were based on those defined within Trip Generation
(9th Edition), published by the Institute of Transportation Engineers (ITE). The detailed methodology
utilized for the project trip generation and distribution calculations is discussed in Section 3 of this
report.
Existing with-Proi�ecr Co djt�ons
Based on the traffic that is projected for the proposed Project and the existing traffic volumes, a
separate existing with-Project conditions scenario was analyzed. This scenario was analyzed in order to
comply with rulings in the Sunnyvale and Expo Line California Environmental Quality Act (CEQA) court
cases. The levels of service for existing with-Project conditions at the study intersections are discussed
in Section 4 of this report.
Future without-Project Conditions
Typically, regional traffic growth that would affect operations at the study intersections by the
anticipated project opening year is added to the study area roadways by applying an ambient/background
traffic growth rate to the existing traffic volumes. The full operation of the proposed Project is 2020.
Therefore, an annual traffic growth rate of 2% per year was assumed for the analysis of future
conditions.
In addition, traffic from area/cumulative projects (approved and pending developments) was included as
part of the analysis for future year-2020 conditions. KOA obtained information from the City pertaining
to projects that would add measurable volumes to the study intersections.
The levels of service for the future without-Project conditions scenario are discussed in Section 5 of this
report.
Future with-Project Conditions
Based on the future traffic volumes including traffic from ambient growth, area/cumulative projects and
the proposed project, the future with-Project conditions were determined and analyzed. The levels of
service for the future with-Project conditions scenario are discussed in Section 6 of this report.
Intersection Level-of-Service LOS) Methodology
The County of Riverside Department of Transportation (RCTD) requires the use of the Highway
Capacity Manual (HCM) methodology for the intersection Level of Service (LOS) analysis. Four out of
the eight study intersections are all-way stop controlled intersections, to which the HCM four-way stop
method was applied. The other four intersections are partially stop-controlled, to which the HCM
unsignalized method was applied.
LOS values range from A to F. LOS A indicates excellent operating conditions with little delay to
motorists, whereas LOS F represents congested conditions with excessive vehicle delay. LOS E is
typically defined as the operating "capacity" of a roadway. Table I defines the level of service criteria
applied to the study intersections.
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Traffic Impact Study— Lakeshore Town Center in Lake Elsinore JB31054
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1. Introduction
Table I— HCM Four-Way Stop and Unsinalized Intersection
Level of Service Definitions
LOS Average Control Delay(sec/veh)
A 0- 10
B 10-15
C 15-25
D 25-35
E 35-50
F >50
Table 2 defines the HCM level of service criteria applied to intersections that meet signal warrants in
the mitigation scenarios.
Table 2— HCM Signalized Intersection Level of Service Definitions
LOS Average Control Delay(sec/veh)';
A 0- 10
B 10-20
C__ 20-35
D 35-55
E 55-80
F >80
Roadway Level-of-Service LQS Methodolo`
RCTD may require that analysis of Average Daily Traffic (ADT) be conducted in certain cases, such as
when intersection analyses are not the controlling factor or for general planning purposes. Table 3 is the
roadway LOS table published in the Circulation Element (Chapter 4) of the Riverside County General
Plan.
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Traffic Impact Study—Lakeshore Town Center in Lake Elsinore JB31054
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1 Introduction
Table 3 - Link/Volue Capacity/Level of Service for Riverside County Roadways (')
Number Maximum Two-Way Traffic Volume ART `7
Roadway Classification of Lanes LOS C LOS'D LOSE
Collector 2 10,400 11,700 13,000
Secondary 4 20,700_ 23,300 25,900
Major 4 27,300 30,700 34,100'
Arteria113) 2 14,400 16,200 18,00
Arterial 4 28,700 32,300' 35,900
Mountain Arterial (3) 2 12,900 14,500 16,10
Mountain Arterial 3 16,700 18,800 20,900'
Mountain Arterial 4 29,800 33,500 37,200-
Urban Arterial 4 28,700 32,300 35,900'
Urban Arterial 6 43,100 48,500 53,900
Urban Arterial 8 57,400 64,600 71,800
ExEressway 4 32,700 36,800 40,900'
Expressway 6 49,000 55,200 61,300
Expressway 8 65,400 73,500 81,700''
Freeway 4 61,200 68,900 76,500
Freeway 6 94,000 105,800 117,500
Freeway 8 128,400 144,500 160,500
Freeway 10 1 160,500 180,500 200,600
Ramp(4) 1 16,0001 18,000 20,000
Notes:
(1)All capacityfigures are based on optimum conditions and are intended as guidelines for
planning
purposes only.
(2) Maximum two-way ADTvalues are based on the 1999 Modified Highway Capacity Manual
Level of Service Tables as defined in the Riverside County Congestion Management Program.
(3)Two-lane roadways designated as future arterials that conform to arterial design standards
for vertical and horizontal alignment are analyzed as arterials.
(4) Ramp capacity is given as a one-way traffic volume.
Minimum Level of Service (LOSI Standards
The Riverside County General Plan has established minimum LOS standards for developments. These
minimums may vary according to the area involved. The County LOS standards, as published in the
General Plan, Chapter 4, require the following targets to be maintained:
• LOS "C" along all County maintained roads and conventional state highways. As an exception,
LOS "D" may be allowed in Community Development areas, only at intersections of any
combination of Secondary Highways, Major Highways, Arterials, Urban Arterials, Expressways,
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Traffic Impact Study-Lakeshore Town Center in Lake Elsinore JB31054
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1 Introduction
conventional state highways or freeway ramp intersections..
• LOS "E" may be allowed in designated community centers to the extent that it would support
transit-oriented development and walkable communities.
For intersections or roadway links not meeting the required Level of Service, the intersection or
roadway link LOS must be recalculated using the proposed mitigation measures to verify that the target
LOS will be achieved.
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Traffic Impact Study—Lakeshore Town Center in Lake Elsinore JB31054
January 29, 2016
2. Existing Conditions
This section documents the existing roadway and traffic conditions within the study area.
A. xis ►a Roadway System
Roadways within the study area are described below. The discussion presented here is limited to
specific roadways within the study area that are approaches to the study intersections. Figure 3 depicts
the approach lane configurations and traffic control at the study intersections. The primary roadways
within the study area are described below in Table 4.
Table 4—Study Area Roadway Description
# Lanes Parking Restrictions Posted
BI I So Median Speed
Roadway Classification BI So/ North Side I South Side General Land Use
E Ea WE Type Limit
Ea WE East Side West Side
(Mph)
Lakeshore Drive Collector Street I I DY Not Permitted Not Permitted 30 Residential
Main Street Collector Street I I _DY/2TL Permitted Permitted 30 Residential/Commercial
Spring Street Collector Street I I DY Permitted/Not Permitted Permitted/Not Permitted 25 Residential
Graham Avenue Collector Street I I DY Permitted Permitted 30 Commercial
Heald Avenue Collector Street I I DY Permitted Permitted 25 Residential/Commercial
Line Street Collector Street I No Parking 12AM-7M,Monday&Tuesday Residential
[Short Street L Collector Street i J DY Permitted Permitted 25 Vacant lands
DY-Double Yellow
RM-Raised Median
ST-Striped
2TL-Dual Turn Lane
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Traffic Impact Study— Lakeshore Town Center in Lake Elsinore JB31054
January 29, 2016
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2. Existing Conditions
B.
Existing Transit Service
The proposed Project site is served by one bus transit line- Riverside Transit Agency Route 8. The loop
route circulates around the lake and serves Lake Elsinore and Wildomar. The service operates at an
approximate frequency of every hour, Monday to Sunday.
Figure 4 illustrates the route and bus stops for Riverside Transit Agency Route 8 in the study area.
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Traffic Impact Study—Lakeshore Town Center in Lake Elsinore JB31054
January 29, 2016
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2. Existing Conditions
C. Existing intersection Levels of Service
From the traffic counts at the study area intersections, existing delay in seconds and corresponding level
of service (LOS) values were calculated for the study area intersections. Table 5 provides the LOS at
each study intersection for existing conditions.
Table 5 - Summary of Intersection Performance Existing Conditions
s urday
1 Lakeshore Drive at Line Street 0.0 A 8.9 A 8.8 A
2 Lakeshore Drive at Dwy between Line Street and Short Street 0.0 A 0.0 A 0.0 A
3 Lakeshore Drive at Short Street 11.3 B 19.7 C 13.4 B
4 Spring Street at Graham Avenue 10.2 B 11.8 B 10.4 B
5 Main Street at Graham Avenue 9.1 A 12.0 B 1 1.0 B
6 Main Street at Heald Avenue 9.1 A 10.4 B 9.3 A
7 Main Street at Southbound I-15 Ramps 12.6 B 13.9 B 10.7 B
8 Main Street at Northbound 1-15 Ramps 36.5 E 22.0 L.C_J_ 13.6 B
Table 5 indicates that all the study intersections operate at acceptable LOS (D or better) under existing
conditions except intersection #8 during the weekday a.m. peak hour. The intersection of Main Street
and the Northbound 1-15 Ramps operates at an LOS value of E in the a.m. peak hour.
The LOS calculation spreadsheets for this scenario are included in Appendix C.
The existing weekday a.m. and p.m. peak-hours, and the Saturday mid-day peak-hour turn movement
volumes at the study intersections are provided on Figures 5 to 7, respectively.
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Traffic Impact Study—Lakeshore Town Center in Lake Elsinore JB31054
January 29, 2016
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2. Existing Conditions
D. Existing Roadway Segment Levels of Service
The roadway segment daily traffic volumes were collected on Saturday, October 24 and Sunday,
October 25. The daily totals were averaged to represent weekend ADT. The daily traffic volume
collected on Monday, October 26 and Tuesday, October 27 were averaged to be used as weekday
ADT.
From the traffic counts at the study roadway segment, level of service (LOS) values were calculated for
the study roadway segments based on Table 2 (roadway LOS table published on the Circulation Element
of the Riverside County General Plan).
Table 6 provides the LOS at each study roadway segment for existing conditions.
Table 6 Summary of Roadway Segment Performance Existing Conditions
LOS
+ a yr. nt a osb ' y een .
i111' lLS T
A Main Street,between Flint Street and Southbound 1-15 Ramps Collector 13,709 F 9,765 C
B Main Street,between Heald Avenue and Graham Avenue Collector 6,470 C 5,892 C
C'Main Street,between Limited Street and Library Street Collector 9,238 C 8,286 C
D Lakeshore Drive, north west of Spring Collector 86 C 179 C
E Lakeshore Drive, between Spring Street and Main Street Collector 1,113 C 960 C
F Lakeshore Drive,southeast of Main Street Collector 9,975 C 8,790 C
Table 6 indicates that all of the study roadway segments operate at acceptable LOS (C or better)under
existing conditions except segment A during the weekday. The segment of Main Street between Flint
Street and the Southbound 1-15 Ramps operates at an LOS value of F during the weekday.
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Traffic Impact Study—Lakeshore Town Center in Lake Elsinore JB31054
January 29, 2016
3. ProjectTrip Generation
This section defines the traffic that would be generated by the proposed Project in a three-step process
including trip generation, trip distribution, and trip assignment.
The proposed project site is currently vacant, and therefore the trip generation calculation for existing
use was not taken. The proposed Project would consist of 22,149 square feet of ground-floor retail
space, a 5,000 square-foot area for meeting rooms, 130 hotel rooms, and 108 residential condominium
units.
A. Project Trip Generation
The estimated trip generation of the proposed Project was based on rates from ITE Trip Generation, 9th
edition, published by the Institute of Transportation Engineers (ITE). Since there is no category for
banquet hall, the trip generation calculation for the 5,000 square feet of banquet hall assumes 25 square
feet per person, a vehicle occupancy of 1.5, and a daily event turnover rate of two on Saturdays.
The Multi-Use Trip Generation Calculation Work Sheet in the ITE book was used to calculate the
internal trip capture among the hotel, retail and residential use of this mixed-use project.
The trip generation basis for the proposed Project is provided in Table 7,
Table 7 — project Trip Generation Calculations
Hotel 310 130 Rooms 1,062 41 28 69 40 38 78 1,065 52= 41 94
Shopping Center 820 22.1 k.sf. 946 13 8 21 39 43 82' 1,107 56' 52 108
Residential Condominium/Townhouse 230 108 Units 628 8 39' 48 38 19 56 612 27 23 51
Banquet Hall* 5.0 k.s.f. 266 1133 0 133 532 133 133 266
Proposed Project Subtotal 2,901 62 76'! 138 '250 99 3491 3,316 269 250 519
mm
Rasa-lay Trip Credit-Retail(34%,p,m peak period) 13 -15 -28
Internal Trip Capture(hotel,retail and residential,17%,p.m.peak
period, 10.5%daily,8%Saturday mid-day) -276 -20 -17 -57 -291 -it -9 -20
Grand Total 2,626 62 76 138 217 68 264 3.024 258 240 498
*ITE Internal Trip Capture and pass-by trip credit percentages were based on Trip Generation Handbook,Institute of Transporcaton Engineers,2012
Source:ITE,9th Edidon.
*assume 25 square feet per person,vehicle occupancy is 1,5,Saturday turn-over rate is 2
It is estimated that the proposed Project would generate a net total of 138 vehicle trips during a typical
weekday a.m. peak hour (62 vehicles entering, 76 vehicles exiting), and 264 vehicle trips during a typical
weekday p.m. peak hour (217 vehicles entering, 68 vehicles exiting). Daily net volumes would total
2,626 trips.
It is also estimated that the proposed Project would generate net total of 498 vehicle trips during a
typical weekend mid-day peak hour (258 vehicles entering, 240 vehicles existing). Daily net volumes
would total 3,024 trips.
Prepared for MEBO Property Development Page 18
Traffic Impact Study—Lakeshore Town Center in Lake Elsinore JB31054
January 29, 2016
KOA CORPORATION
PLANNING & ENGINEERING
3., Project Trip Generation
B. Project Trip istri u i n
Trip distribution is the process of assigning the primary routes used by the vehicle trips that would be
generated by a project. Trip distribution is dependent upon the land use characteristics of a project and
the general locations of other land uses to which project trips would originate or terminate.
The inbound and outbound distribution percentages that were utilized for the analysis of trips from the
proposed Project are illustrated in Figure 8.
C. Project Trip Assignment
The final product of the trip assignment process is a full accounting of Project trips by direction and
turning movement at the study intersections. Trips were assigned based on distribution inputs to the
traffic analysis calculations.
Figure 9 and Figure 10 illustrate the trip assignment of the proposed Project for the weekday a.m. and
p.m. peak hours, respectively. Figure I I illustrates the trip assignment of the proposed Project for the
Saturday mid-day peak hour.
Prepared for MEBO Property Development Page 19
Traffic Impact Study—Lakeshore Town Center in Lake Elsinore JB31054
January 29, 2016
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This section documents existing traffic conditions a1 the study intersections and roadway segments with
the addition of Project-generated traffic This scenario was analyzed in order to comply with rulings in
the Sunnyvale and Expo Line CE[)A court cases.
A. Existing plus—Project Intersect/on Levels of Service
Traffic volumes for these conditions were derived by adding Project trips tothe existing traffic volumes.
Table 8 summarizes the resulting L{]S values at the study intersections.
Table 8— Intersection Performmance-~
Existing plus-Project Conditions
[I Lakeshore Drive at Line Street 9.2 A 10.6 B 12.2 B
2 Lakeshore Drive at Dwy between Line Street and Short Street 8.9 A 9.2 A 9.8
3 Lakeshore Drive at Short Street 1.4-- B 19.9 C 1 14.6 B
4 Spring Street at Graham Avenue 10.4 B 12.6 B 11.2 B
5 Main Street at Graham Avenue 9.5 A 14.5 B 15.4 C
6 Main Street at Heald Avenue 9.6 A 12.6 B 12.2 B
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The study intersections would continue to operate at good r levels of service values with
Project traffic under this scenmio, except for the intersection of Main Street and the Northbound 1'15
Ramps. During the weekday a.m. peak hour, this intersection would worsen to an LOSva|ue ofF. and
during the weekday p.m. peak hour its operation would worsen to an LOSvu|ue ofE.
Figure 12 and Figure 13 illustrate the weekday u.m. and p.m. pmuk'hourturn movement volumes etthe
study intersections for this scenario. respectively. Figure 14 illustrates the Saturday mid-day peak-hour
turn movement volumes.
The LCJS calculation spreadsheets for this scenario are included in Appendix D.
Prepared for MEBO Property Development Page 24
Traffic Impact Study—Lakeshore Town Center in Lake Elsinore ]831054
January 29. 2O|6
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4. Existing+ Project Conditions
B. Existing plus-Project Roadway Segment Levels of Service
Table 9 provides the LOS at each study roadway segment for existing plus-Project conditions.
Table 9 - Summary of Roadway Segment Performance
Existing plus-Project Conditions
o t"so, ADIT
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A IMain Street,between Flint Street and Southbound 1-15 Ramps Collector 16,289 F 11,707 E
B IMain Street,between Heald Avenue and Graham Avenue Collector 9,050 C 7,446 C
C Main Street,between Limited Street and Library Street Collector I0,896 D 9,646 C
D Lakeshore Drive, north west of Spring Collector 1,074' C 595 C
E Lakeshore Drive, between Spring Street and Main Street Collector 3,739 C 3,734' C
F Lakeshore Drive,southeast of Main Street Collector 10,739 D 9,206 C
Table 9 indicates that all the study roadway segments would continue to operate at acceptable LOS (C
or better) under existing plus-Project conditions except segment A. The Segment of Main Street
between Flint Street and the Southbound 1-15 Ramps would operate at an LOS value of F during the
weekday and at an LOS value of E during the weekend.
Prepared for MEBO Property Development Page 28
Traffic Impact Study—Lakeshore Town Center in Lake Elsinore JB31054
January 29, 2016
5. Future 2020 pre-Project Conditions
This section provides an analysis of future traffic conditions in the study area with ambient growth and
area/cumulative projects added but without the proposed Project. The year 2020 was selected for
analysis based on the anticipated completion date of the Project.
A. Ambient Growth
For the analysis of background traffic for year 2020, a traffic growth factor of two percent per year was
utilized to provide for increases in traffic from the existing (2015) traffic volumes.
To apply this ambient growth rate to the existing traffic volumes, a factor of 1.10 was utilized. This
factor simulates a ten percent increase over a five-year period between existing (2015) and future
(2020) conditions.
B. ArealCumulative Projects
Based on a review of the pending project list provided by the City, 37 area projects in the City of Lake
Elsinore, one project in the County of Riverside and seven projects in the City of Wildomar were
included in the traffic analysis. These projects are all located within an approximate four-mile radius
from the Project site.
Figure 12 illustrates the locations of the area projects, and Table 10 provides the area project trip
generation calculations, by defined zones that were used to conglomerate the projects into trip
generation points within the roadway network.
Table 10—Area/Cumulative Projects Trip Generation
Daily I AM Peak Hour PM Peak Haur rday Mid-day Peak H
Map ID Name Land Use Intensity Units
Total In Out 'Total I In f Out Total In Out Total
City of Lake Elsinore
LEI Greenwald Shopping Center 104.450 :. TSF 4,4601 62 38 100 86 202. 388 266 245 5 d I
LE2 Ramsgate Single Family Residential IQ 12 DU 9,634 190 569l 759 638 374 012 508 433 941
CondofTownhomes+ 120 DU 697 9 44 53 42 21 62 30 26 56'
._
LE3 Trieste Residential(Trott 36624) Single Family Residential 75 DU 714 14 42 56 47 28 75 38 32 70
LES 1400 Minthorn Street Single Family Residential 84 DU 800 16, 47 63 53 31 84 42 36 78
Single Family Residential 523 DU 4,979 98 294 392 329 194 523: 263 224 486
LE6 Spyglass Ranch Condorrownhomes': 171 DU 994 13 62 75 60 291 891 43 37 t 80
'Shopping Center 145.000 '..TSF 1 6,1921 86 53 139 258 2801 538 369 340 709
LE7 South Shore I(Tract 31593) Single Family Residential 521 Du 4,9601 98 293 391 328 193 r 521 262 223 48S
South Shore II(Tract 36567) Single Family Residential 147 DU 1,3991 28 83 110 93 54 147 74 631 137'.
LE8 La Strada(Tract 32077) Single Family Residential 134 ; DU 12761 25 75 106 84 50. 134 67 5T: 125
LE9 Tuscany West(rract 25473)s Single Family Residential 164 DU ;1,561 -31 92 123 103 61 164 82 70- 153
LEI O Marina Village Condos(Tract 33820 Condor rownhomes: 94 Du 546 7 34 41 33 16' 49 24 20 44
Single Family Residential 170 DU I,6d8 32 96 1281 107 63 1701 65 73. 158'.
Candorrownhomes 250 Du 1,451 19 91 Ila' 87 43 130 63 54 118''.
Apartments Id0 DU 732 kl 45 56 44 24. 68 29 29 57:.
i Office s4.b00 TSF 602 75 10- 85 m 14 68 81 13 11' 23'
LEIII Watersedge Hotel I '. ISO f RM 1226 47 33 80 46 44 90 60 48. 108.
BoatlWatercraft Dealers&Servke 751 26 102 51 79 130 76 73I 149'.
Muni-Warehouse(Boat&
76.000 TSF 190 7 5 11 10 10 20 IS 15 30
_ Watercraft Storage)i.
Shopping Center 86,600 TSF 3 698 52 32 83 1541 167" 3211 220 203 423
Cottages by the Lake CondofTownhomes': 169 DU 982 13 62 74 59 29 88 43 37 79
(continued on next page)
Prepared for MEBO Property Development Page 29
Traffic Impact Study—Lakeshore Town Center in Lake Elsinore J1331054
January 29, 2016
PP
TION
a
5. Future 2020 pre-Project Condition
Map ID Name Land Use Intensity; Units Daily AM Peak Hour PM Peak Hour relay Mid-day N
Total In Out Total in Out '.Total In Out Tot Total
LE:12 Tessera5 Single Family Residential 90 DU 057 17 51 68 _57 33 90 45 39. 84
LE'13 TAG Property6 New Car Sales 50,000' TSF 1,667 "75 26 102 51 79 1 10 76 73.. 144
LE'14 City Center Condos6 Condorrownhomes 144 DU 837 it 53 63 50 25 75 37 31 68"
LEIS Lake View VillasCondo/Townhomes 155 DU 901 12 57 68 54 271 81 39 34:. 73
Condo/Townhomes 600 DU 3,486ff
W19
. 103 312 152 130 282
LE16 Diamond SpecHc Plan General Office 425.000 TSF __L._ : 526 90 60 48: 108
Hotel 150 RM I22644
633 99 84: 183
Shopping Center 472,000 TSF 20154 411.. 1,751 _1,200 tl,10B 2,308
The Colony Apartments 211 DU 140346 13l 55 55 I i0
Back Basin Specific &Eric Lake Single Family Residential 2,407 DU 22,9151 891 2 407:. 1,209 1,030 2,239
Specific Plan Condo/Townhomes 324 DU II 882. ' 56..: 168 82 70 152
LE17 Single Family Residential 506 DU 4B17 ' 187 506 254 216 471
John Laing Homes(Phase 2)
Condo/Townhomes iswl DU 6629 85 417 502 398 196' 593 290. 247. 536 '
1
Apartments 308 DU 2040 31 126 157 124 67.' 191; 80 00 160
Shopping Center :: 117,000: TSF 4 11,946 70 43.. 2 208 226I 434 296 275 572 `
Canyon Hills Estates(Tract 34249) Single Family Residential 302 DU 2,875 57 170'.. 227 190 t 12'. 302 152 129 281..
Single Family Residential 2,700 DU 25,704 506 I,SF9 2,025 1�701 999 2700 1,356 1555 2,5II
Canyon Hills(Multiple Tracts)
LE18 Apartments 1,575 DU 10,474 161 643 803 ;635 342 977 410 410 819:
Audie'Murphy(Tract 36484) Single Family Residential 109 DU 1,038 20 61 82 69 40 109 55 47 lot '.
Audie lMurphy(Tract 36485) Single Family Residential 1,003 DU 9,549 188 564 752 632 371 1,003 504 429 933
LE19 Grun eto Hills Single Family Residential 191 DU 1,018 36 107 143 120. 71 19 t 96 82. 178
LE20 Hotel at 17584 Lawrente Way:: Hotel, 57 RM 466 10 12 30 17 17: 34 23 IS 41
Single Family Residential 1,056 DU 10,053 148 5941 792 665 391 1056.'. 530 452 902
LE21 Alberhill Ridge(Tract 35001)
Apartments 345 DU -2294 35 141 176 139 7S 214 40 90 179
: --
Shopping Center + 679„000'.. TSF 28443 404 248 652 1,209 1,310 2,514 1,727 1,544 3320.
927 1,059 172 840 IAl2 158 134 292
32 1
'-
General Office 679,000 �SF 7,409LE22 Alberhill Ranch Single Family Residential 1986 DU 18,907 372 1,117 1,490 1:251 735 1.986 997 850 1,847
Free-standing discount score 154,487 TSF 8,843 lit 52 164 386 386 772 582 . 559 1,142
LE23 Lake Elsinore Walmart Speciality Retail 4.600 TSF 204 3 2 6 5 7 12 2 1. 3
Fast food w/drive-through 6.800 TSF 3,374 158 t51 309 115 107 222 206 198 404.:.
Fast food w/o drive-through 4.600 TSF 3,294 121 81 202` 61 59 120 123 128 251
LE24 CircleiK Gas Station 4500 TSF 0 108 19! 370 219 21.9 434 0 0 0
LE25 Alberliili Villages Single Family Residential 9,536 DU 90,783 1,788 5,364 7,152 6,008 3,528 9,536 4,769 4,080 8868
LE26 Terracina Single Family Residential 365 DU 3,475 6B 205 274 : 230 135 365 183 156 339
LE27 Encore at Cambria Hills Single Family Residential 214 DU _2,037 40 120 t6l 135 79 214 107 92 199
LE28 Family Dollar Store' Discount Stare 8,320 TSF 4761 B 3 9 21 21 42 31 30 61
3
LE29 Fisherman's Wharf. Fisherman's Wharf': 12.748; TSF 544 8 5: 12 23 25. 47 32 30 62
LE30 Wake Rider 8eaeh'Resort Beach Resort 1350 TSF 23 2 I 3 221 le 41 2 1 3
LE32 Ortega Single Family Residential )05 DU 1,000 20 59" 79 66 39.' 105 53 45 98
LE33 Summerly Single Family Residential 142 DU 1,352 27 80 107 89 53.' 142 71 61 132
Beazer,KB Homes,'McMillin
LE34 Single Family Residential 395 DU 3,760 74 222.. 296 249 146' 395 196 164 367
Homes,Richmond American
7E35 Village:at Lake Elsinore SPA#1 Single Family Residential 163 DU 1552 31 92.. 122 103 60... 163 82 70 152.
Single Family Residential 43 DU 409 8 24 32 27 16' 43 22 I B 40
LE36 Lake Shore Pointe Phase I
Apartments t61 DU 1,071 :16 66. 62. 65 35 100 42 42 84..
LE37 Golden Corral Restaurant Restaurant 7.748 i TSF 991 47 43:. 901 51 36. 87 58 52 110.
Lake Elsinore Subtotal 1371,731 8,490 17,299:25,747 21;681 15,742 37,423 19,329 16,985 36,314
County of Riverside
RCI Lennae(Tract 3N92) Single Family Residential 19) DUI,Bili 36 107' 143 120 71'. 191 96 B2 178:
County)of Riverside Subtotal' I,818 %36 107 k 143 -120 711 1911 96 $21 179
(continued on next page)
Prepared for MEBO Property Development Page 30
Traffic Impact Study-Lakeshore Town Center in Lake Elsinore J631054
January 29, 2016
KOA
PP
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5. Future 2020 pre-Project Condition
Map ID Name Land Use Intettsitiy Units Daily AM Peak Hour PM Peak Hour rday Mid-day Peak H
Total In Out Total In Out Total In Ouk Total.
City of Wildomar
Rancon Monte Vista(TTM No. Residential .
W I single Family Residential 126 DU 1200 24 71 95 79 47 126 63 54 117
Free-Standing Discount Superstar 200000 TSF 11,448 144 68 212 500 500 1,000 754 724 1,478'
W2 Wildomar Walmarti Specialty Retail 3.900I TSF 173 3 2 5 5 6 I l 2 I 3
Fast-food with Drive-Through'.. 126.000 TSF 62,511: 2,919 2,804 5,723 2,139 1,975 4,114 3,816 3,667 7,483
Cornerstone Church Pre-School
W3 Pre-School/Day Cate 180 STU 806 76 68 144 69 78 148 12 7 20
Expansion PUP No,171)
Sehremelis PAR(TTM 29426,
W4 Single Family Residential 80 DU 762 15 45 60 50 30 80 ' 40 34 74
APN:367.250.007)
Subway(Case No,10-0222
WS APN:3b6-390.026,366-390-027) Specialty Retail 10.500' TSF 465 8 5 13 13 16 28 4 3 8
Retail'' 79.497 TSF 3.523 57 38 95 95 121 215 32 25 57
Orange Bundy(TPM 30522,APN
367-Y00-024,367-100.028)
Wb Fast Foodw/OriveThru 1.500 TSF 744 35 33 68 25 24 49 45 44 89
-'
Gas Station w/Market 6 VFP : 0 251 241 493 292 -.292 585 0 0 ---0
Canyon plaza(Case No Cany Retail 33.8001 TSF 1498 24 16 41 40 31 92 14.' 11.' 24
0&
W7 Bundy Fast Food w/Drive Thru 6,200 TSF 3,076 144 138 282 105 --97 202 188 180 368
0179,TPM32257,APN:367-100-019) 1
Gas Station w/Market 12 VFP 0 543 '483 486 585: 585 1,J70. 0, 0 Q '
City of Wildomar Subtotal 86,20 4,202 4,013 8,215 53,999 3,8201 7,8191 4,971 4,751 9,72
TOTAL 459,755 19,633 12,736 21,419 34,155 25,800 45,433'24,395 21.810 46,213'
Figures 16 and 17 illustrate the total weekday a.m. and p.m. trips generated by the area projects at the
study intersections. Figure 18 illustrates the total Saturday mid-day trips generated by the area projects
at the study intersections.
Prepared for MEBO Property Development Page 31
Traffic Impact Study—Lakeshore Town Center in Lake Elsinore J1331054
January 29, 2016
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OA CORPORATION Lake Elsinore Lakeshore Town Center -Traffic Impact Study Figure 15
PLANNING & ENCANFERiNG Location of Related Projects
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5. Future 2020 pre-Project Condition
C. Future pre-Project Intersection Levels of Service
The future 2020 pre-Project traffic volumes are illustrated on Figure 19 (weekday a.m. peak hour),:
Figure 20 (weekday p.m. peak hour) and Figure 21 (Saturday mid-day peak hour).
Table I I summarizes the V/C and LOS values at the study intersections for this scenario._ As indicated
by the data within this table, five of the eight study intersections would continue to operate at good
levels of service (LOS D or better) during the weekday a.m. and p.m. peak hours, as well as the Saturday
mid-day peak hour.
Table I I—Study Intersection Operations=
Future (Year 2020) pre-Project Conditions
Study Intersections Weekday AM Weekday PH Saturday MD
belay(see,) LUS Delay(fec.) LDS Delay(sec.) Lo
I Lakeshore Drive at Line Street 0.0 A 9.4 A 9.5 A
2 Lakeshore Drive at Dwy between Line Street and Short Street 0.0 A 0.0 A 0.0 A
3 Lakeshore Drive at Short Street 14.2 B 48.4 E 23.0 C
4 Spring Street at Graham Avenue 11.9 B 17.2 C 13.5 B
5 Main Street at Graham Avenue 10.2 B 17.5 C 15.1 C
6 Main Street at Heald Avenue 10.0 A 13.1 B 11.2 B
7 Main Street at Southbound 1-15 Ramps 23.6 C 57.4 F 37.8 E
8 Main Street at Northbound 1-15 Ramps 298.5 F 339.4 F 99.1 F
The following intersections, however, would operate at poor LOS values of E or F:
• Lakeshore Drive and Short Street: Would operate at an LOS value of E during the weekday p.m .
peak hour.
• Main Street and the_Southbound 1-15 Ramps' Would operate at an LOS value of F during the
weekday p.m. peak hour and at an LOS value of F during the Saturday mid-day peak hour.
• Main Street and the Northbound 1-15 Ramps: Would operate at an LOS value of F during the
weekday a.m. and p.m. peak hours, as well as the Saturday mid-day peak hour.
The LOS calculation spreadsheets for this scenario are included in Appendix E,
Prepared for MEBO Property Development Page 36
Traffic Impact Study— Lakeshore Town Center in Lake Elsinore JB31054
January 29, 2016
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5. Future 2020 pre-Project Condition
D. Future pre-Project Roadway Segment Levels of Service
Table 12 provides the LOS at each study roadway segment for this scenario.
Table 12 - Summary of Roadway Segment Performance
- Future ear 22 ) pre-Project Conditions
.y Cf aft► e eenid
T
A Main Street,between Flint Street and Southbound I-15 Ramps Collector 16,805 F 12,621
B Main Street,between Heald Avenue and Graham Avenue Collector 8,683 C 8,165 C
C Main Street,between Limited Street and Library Street Collector 1 1,604 D 10,604 D
D' Lakeshore Drive,north west of Spring Collector 871 C 976 C
E Lakeshore Drive,between Spring Street and Main Street Collector 2,468 C 2,304 C
F Lakeshore Drive,southeast of Main Street Collector 13,658 F 12,407
Table 12 indicates that four of the six study roadway segments would continue to operate at acceptable
LOS (D or better) under future pre-Project conditions. However, two segments would operate at poor
LOS values of E or F:
• The segment of Main Street between Flint Street and the Southbound 1-15 Ramps would
operate at an LOS value of F during the weekday and at an LOS value of E during the weekend.
• The segment of Lakeshore Drive southeast of Main Street would operate at an LOS value of F
during the weekday and at an LOS value of E during the weekend.
Prepared for MEBO Property Development Page 40
Traffic Impact Study—Lakeshore Town Center in Lake Elsinore JB31054
January 29, 2016
6. Future 2020 post-Project Conditions
This section documents future traffic conditions at the study intersections with the addition of Project
generated traffic. Traffic volumes for these conditions were derived by adding the net Project trips to
the future without-Project volumes.
A. Future post-Project Intersection Levels of Service
The future 2020 post-Project traffic volumes are illustrated on Figure 22 (weekday a.m. peak hour) and
Figure 23 (weekday p.m. peak hour). Saturday mid-day peak hour volumes are illustrated in Figure 24.
Table 13 summarizes the resulting LOS values at the study intersections. As indicated by the data within
this table, five of the eight study intersections would continue to operate at good levels of service (LOS
D or better) during the weekday a.m. and p.m. peak hours. The following intersections however would
operate at poor LOS values of E or F:
• Lakeshore Drive and Short Street: Would operate at an LOS value of E during the weekday p.m.
peak hour.
• Main Street and the Southbound 1-15 Ramps: Would operate at an LOS value of F during the
weekday p.m. peak hour and Saturday mid-day peak hour.
• Main Street and the Northbound 1-15 Ramps- Would operate at an LOS value of F during the
weekday a.m. and p.m. peak hours and Saturday mid-day peak hour.
Table 13 —Study Intersection Operations—
Future (Year 2020) post-Project Conditions
W,
A 'Wtt yAM' yl
I Lakeshore Drive at Line Street 9.5 A 1 1.7 B 13.9 B
2 Lakeshore Drive at Dwy between Line Street and Short Street 9.1 A 9.7 A 10.4 B
3 Lakeshore Drive at Short Street 14.5 B 48.8 E 26.8 D
4 Spring Street at Graham Avenue 12.2 B 19.1 C 15.4 C
5 Main Street at Graham Avenue 10.9 B 25.6 D 29.3 D
6 Main Street at Heald Avenue 10.8 B 17.7 C 17.1 C
7 Main Street at Southbound I-15 Ramps 24.9 C 80.6 F 53.6 F
8 Main Street at Northbound I-IS Ramps 399.2 F 523.0 F 389.3 F
..........._. I
Determinations of significant traffic impacts created by Project traffic are discussed in the next report
section.
The LOS calculation spreadsheets for this scenario are included in Appendix F.
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Traffic Impact Study—Lakeshore Town Center in Lake Elsinore JB3 1054
January 29, 2016
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PLANNING & ENGINEERING
6. Future 2020 post-Project Condition
B. Future post-Project o o Segment Levels of Service
Table 14 provides the LOS at each study roadway segment for this scenario.
Table 14 - Summary of Roadway Segment Performance
- Future ear 22 ) post-Project Conditions
T
A Main Street,between Flint Street and Southbound 1-15 Ramps Collector 19,385 IF 14,563 F
B JMain Street,between Heald Avenue and Graham Avenue Collector 1 1,263 D 9,719 C
C Main Street,between Limited Street and Library Street Collector 13,262 F 11,964
D Lakeshore Drive,north west of Spring Collector 1,859 C 1,392 C
E Lakeshore Drive,between Spring Street and Main Street Collector 5,094 C 5,078 C
F Lakeshore Drive,southeast of Main Street Collector 14,422 12,823
Table 14 indicates that three of the six study roadway segments would continue to operate at
acceptable LOS (D or better) under future pre-Project conditions. The following segments however
would operate at poor LOS values of E or F:
• The Segment of Main Street between Flint Street and the Southbound 1-15 Ramps would
operate at an LOS value of F during the weekday and weekend.
• The segment of Main Street between Limited Street and Library Street would operate at an LOS
value of F during the weekday and at an LOS value of E during the weekend.
• The Segment of Lakeshore Drive southeast of Main Street would operate at an LOS value of F
during the weekday and at an LOS value of E during the weekend.
Prepared for MEBO Property Development Page 45
Traffic Impact Study—Lakeshore Town Center in Lake Elsinore JB31054
January 29, 2016
A. Project Traffic Impacts Criteria
The Riverside County General Plan has established minimum LO3 standards. These minimums may vary
according to the area involved. These LCJ3 standards require that the following target LO3 values are
maintained:
w LOS ''C" along all County maintained roads and conventional state highways. /\umn exception.
L[}3 ^'O" may be u||ovved in Community Development ureas, only at intersections of any
combination of Secondary Highvvayu, Major Highways, Anceriu|s, Urban Arterials, Expresswmyu,
conventional state highways or freeway ramp intersections.
• LOS "E" may be allowed in designated community centers to the extent that it would support
transit-oriented development and walkable communities.
All of the study intersections and roadway segments are located within the Community Development
areas of Luke Elsinore. Therefore. LOS [] is assumed to be the minimum allowed level of service.
Where study intersections or roadway segments would worsen to LOS E or F with addition of traffic
from the proposed project, significant impacts were considered to have occurred.
B. Project Traffic Impacts— /nteroect/ons
A summary of LOS values under existing and future conditions is provided by Table 15.
Significant Project traffic impacts in the existing period are determined by comparing the "Existing
/2O|S\'' conditions to the "Existing (2O|5) + Project" conditions. Significant traffic impacts in the future
period are determined by comparing the "Future (2020) Pre-Project" conditions to the "Future (2020)
Post Project" conditions.
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January 29. 2U!6
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7. Project Traffic Impacts
Table 15 -Assessment of Project Impacts Study Intersections
stirs` Fu, u�-e t?1�0 Futt;, 21 0,
Project Post-Project .
Study lntersectibns
Hour Delay Dell' �� Delay � � � � Delay,
'LOSS, � � � L �� � � �,�LOS LOS
(see:) (sec.) (sec.) (sec.
AM 0.0 A 9.2 A 0 A 9.5 A
Lakeshore Drive
i' PM 8.9 A 10.6 B 9.4 A 11.7 B
at Line Street - -
MD 8.8 A 12.2 B 9.5 A 13.9 B
Lakeshore Drive AM 0.0 A 8.9 A 0 A 9.1 A
2 at Dwy between PM 0.0 A 9.2 A 0 A 9.7 A
Line Street and MD 0.0 A 9.8 A 0 A 10.4 B
AM 11.3 B 11.4 B 14.2 B 14.5 B
Lakeshore Drive
3 PM 19.7 C 19.9 C 48.4 E 48.8 E
at Short Street
MD 13.4 B 14.6 B 23 C 26.8 D
AM 10.2 B 10.4 B 11.9 B 12.2 B
Spring Street at
4 PM 11.8 B 12.6 B 17.2 C 19.1 C
Graham Avenue -
MD 10.4 B 11.2 B 13.5 B 15.4 C
AM 9.1 A 9.5 A 10.2 B 10.9 B
Main Street at
5 PM 12.0 B 14.5 B I7.5 C 25.6 D
Heald Avenue
MD 11.0 B 15.4 C 15.1 C 29.3 D
AM 9.1 A 9.6 A 10 A 10.8 B
Main Street at
6 PM 10.4 B 12.6 B 13.1 B 17.7 C
Heald Avenue
MD 9.3 A 12.2 B 11.2 B 17.1 C
Main Street at AM 12.6 B 13.2 B 23.6 C 24.9 C
7 Southbound 1-15 PM 13.9 B 18.0 C 57.4 F 80.6 F
Ramps MD 10.7 B 12.4 B 37.8 E 73.6 F
Main Street at AM 36.5 E 60.0 F 298.5 F 399.2 F
8 Northbound I-IS PM 22.0 C 37.5 E 339.4 F 523.0 F
Ramps I MD 1 13.6 B 25.3 1 D 99.1 F 389.3 F
The proposed Project is anticipated to create significant traffic impacts at three of the eight study
intersections under the analyzed scenarios, as poor LOS values are worsen by project traffic. There
intersections would operation at unacceptable LOS values of E or F:
• Lakeshore Drive and Short Street:-Would operate at an LOS value of E during the weekday p.m.
peak hour under the future pre-Project conditions and would continue to operate at LOS "E"
under the future post-Project conditions. The worst case delay per vehicle would increase by
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January 29, 2016
KOA CORPORATION
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7. Project Traffic Impacts
only 0.4 seconds.
Mgin Street and. the Southhound 1-1 S amps: Would operate at LOS "E" or LOS "F" during the
weekday p.m. peak hour and Saturday mid-day peak hour under the future pre-Project
conditions and future post-Project conditions.
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KOA CORPORATION
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7. Project Traffic Impacts
Main Street and the Northbound 1-15 Ramps:..Currently operating at an LOS value of Eduring
the weekday a.m. peak hour under existing conditions. Under existing plus-Project conditions,
LOS in the weekday a.m. peak hour would worsen to F and in the p.m. peak hour it would
worsen from C to E. In the future pre-Project and future post-Project scenarios, the
intersection would operate at LOS F in both the weekday a.m. and p.m. peak hours and the
Saturday mid-day peak hour.
The significant impacts at these three intersections would only be removed if LOS values are improved
to acceptable levels, or significant and unavoidable Project impacts would remain. The traffic impacts are
primarily caused by the extensive list of related projects in the area. It is recommended that the
proposed Project provide a fair share of the mitigation measure cost for each impacted location. The
recommended mitigation measures are discussed in the next report section.
C Project Traffic Impacts- Roadway Segments
Table 16 provides a summary of LOS values under existing and future conditions.
Significant Project traffic impacts in the existing period are determined by comparing the "Existing
(2015)" conditions to the "Existing (2015) + Project" conditions. Significant traffic impacts in the future
period are determined by comparing the "Future (2020) Pre-Project" conditions to the "Future (2020)
Post Project" conditions.
Table 16-Assessment of Project Impacts -Study Roadway Segments
y 0 ( w
* 1�n � f .`
y ln . ..drr Jraj` t. P "rrt
°t
�� ° T', T
A Main Street,between Flint Street Weekday 13,709 F 16,289 F 16,805 F 19,385 F
_
and Southbound 1-15 Ramps Weekend 9,765 C 11,707 E 12,621 E 14,563 F
B Main Street,between Heald Weekday 6,470 C 9,050 C 8,683 C 11,263 D
Avenue and Graham Avenue Weekend 5,892 C 7,446 C 8,165 C 9,719 C
C Main Street,between Limited Weekday 9,238 C 10,896 D 11,604 D 13,262 F
�. ..
Street and Library Street Weekend 8,286 C 9,646 C 10,604 D 11,964 E
® Lakeshore Drive,north west of Weekday 86 C 1,074 C 871 C 1,859 C
_..-_. _ T _ ___ _
Spring Weekend 179 C 595 C 976 C 1,392 C
E Lakeshore Drive,between Spring Weekday 1,1 13 C 3,739 C 2,468 C 5,094 C
._ _
Street and Main Street Weekend 960 C 3.734 C 2,304 1 C 5,078 C
F Lakeshore Drive,southeast of Weekday 9,975 C 10,739 D 13,658 F 14,422 _ F
'
Main Street Weekend 1 8,790 C 9,206 C 12,407 E 12,823 E
The proposed Project is anticipated to have'a significant traffic impact at three of the six study roadway
segments under analyzed existing and future conditions.
The Main Street segment between Flint Street and the Southbound 1-15 Ramps is currently operating at
LOS F during the weekday under the existing conditions. Under the other three analyzed conditions,
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7. Project Traffic Impacts.
LOS at this location would worsen from the existing C to E or F during the weekend. However,
according to the General Plan of Lake Elsinore, this segment is planned to be widened to a Major Road
cross-section (4 lanes). If the segment is widened as planned, the LOS would improve to C or better.
The Main Street segment between Limited Street and Library Street would operate at an LOS value of
D under future pre-Project conditions. Under future post-Project conditions, the LOS would worsen to
F during the weekday and to E during the weekend.
The Lakeshore Drive segment southeast of Main Street would operate at LOS F during the weekday
under the future pre-Project conditions and LOS E during the weekend. Under the future post-Project
conditions, its LOS value would remain at F during the weekend and E during the weekend. However,
according to the General Plan of Lake Elsinore, this segment is planned to be widened to an Urban
Arterial cross-section (6 lanes). If the segment is widened as planned, the LOS would improve to C or
better.
The significant impacts at these three roadway segments would only be removed if LOS values are
improved to acceptable levels, or significant and unavoidable Project impacts would remain. The traffic
impacts are mostly caused by the extensive list of related projects in the area. It is recommended that
the proposed Project contribute a fair share of the mitigation measure costs.
The recommended mitigation measures for the identified significant impacts are discussed within the
next report section.
Prepared for MEBO Property Development Page 50
Traffic Impact Study— Lakeshore Town Center in Lake Elsinore JB5 1034
January 29, 2016
8. Recommended Mitigation Measures
This section discusses the mitigation measures recommended in order to reduce the project traffic
impacts to a less-than-significant level, where such measures have been determined to be feasible based
on a conceptual level of analysis.
A. Mitigation ensures — Intersections
All of the eight study intersections are unsignalized. A traffic signal warrant analysis was conducted to
identify potential circulation deficiencies and to assess whether new traffic signals would be warranted,
where significant Project impacts were defined. The analysis was conducted at three of the eight
intersections, where significant LOS impacts were identified in the previous report section, for the
existing and future analysis time periods:
• Lakeshore Drive and Short Street
• Main Street and the Southbound I-15 Ramps
• Main Street and the Northbound 1-15 Ramps
Peak-hour signal warrant analyses were conducted based on the methodology from the California
Manual on Uniform Traffic Control Devices (MUTCD), 2014. The signal warrant analysis results are
summarized in Table 17. "Yes" values indicate that a traffic signal is warranted based on volumes. "No"
values indicate where volumes are not high enough to warrant signalization.
Table 17 —Summary of Traffic Signal Warrant Analysis
We6kday`. Iltxisting '':Putu a(2Ci20 Eut re 2tf20);
Existing
5tucly Intersections Peak: (2015j�+ � Pre,,-Prcrject Past-Project
'(2015)
.lk ur Project with Project with�!raijiect
z�i
Lakeshore Drive at Short AM No No
3
a t r art Street PM ff�`
Yes Yes
a, , ,t, ,
Main Street at Southbound AM No Yes
�.... .
I-IS Ramps PM Yes Yes
EMain Street at AM Yes Yes Yes Yes
Northbound I-IS Ramps PM No No Yes Yes
The signal traffic warrant analyses were conducted for these intersections under the future pre-Project
and future post-Project conditions, as LOS values at these locations would be worse than D in the
future analysis period. Discussion of the signalization of each intersection is provided below.
Lakeshore Drive and Short Street
The signal traffic analysis were conducted for the intersection of Lakeshore Drive and Short Street
under the future pre-Project and future post-Project conditions under which the LOS values would be
worse than D. Under both conditions, the installation of a traffic signal is not warranted during the
weekday a.m. peak hour but is warranted during the weekday p.m. peak hour. Only one of the two
peak hours needs to be warranted to justify the installation of a traffic signal.
In addition to signalization, it is recommended that this intersection be reconfigured to accommodate
traffic from the proposed Project. There are two existing Southbound approach lanes — one is a
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M4 KOA CORPORATION
N NN€NG & I:NGINFE'k€NG
Summary and Project Recommendations
dedicated right-turn lane and the other is a dedicated left-turn lane. It is recommended that the
southbound approach be reconfigured to accommodate those lanes plus a receiving lane for eastbound
left-turn traffic. Currently, eastbound left-turn movements at this location are prohibited. The
additional lanes and turn prohibition changes will help the intersection to operate at a good LOS value,
and will reduce queuing that might otherwise be pronounced due to Project traffic generated during
peak times.
Main Street and Southbound I-15 Ramps Intersection
Under the future pre-Project conditions scenario, the installation of a traffic signal is not warranted
during the weekday a.m. peak hour but is warranted during the weekday p.m. peak hour. Under the
future post-Project conditions, the installation of a traffic signal is warranted during both the a.m. and
p.m. peak hours. Therefore, signal installation at this intersection is concluded to be warranted.
Main Street and the Northbound I-1 _ Ramer;
Under the existing conditions scenario, the installation of a traffic signal is not warranted during the
weekday p.m. peak hour but is warranted during the weekday a.m. peak hour. Under the two future
conditions scenarios (pre-Project and post-Project), the installation of a traffic signal is warranted during
both the a.m. and p.m. peak hours. Therefore, signal installation at this intersection is concluded to be
warranted.
Pre-Project'versus Post-Project Wart-ant Status
An important qualifier to the mitigation analysis is that the peak-hour traffic signal warrants for all of the
three intersections analyzed here are satisfied with or without the addition of traffic from the proposed
Project. It is recommended, therefore, that the Project provide fair-share funding toward the
signalization of these locations.
Operational Im rovements with Sj nalization
With implementation of the recommended mitigation measures above (installation of traffic signals), the
LOS values at the three intersections would be improved to C or better, as shown in the two right-
most columns of Table 18.
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Summary and Project Recommendations
Table 1 Intersection PerformanceWith Project Plus Mitigation
poo
1. :,004,.dfi��+ils It �tf ;wf� f8c+ ,
AM 11.3 B 11.4 B 16.0 B 14.2 B 14.5 B 16.9 B
Lakeshore Drive
3 PM 19.7 C 19.9 C 19.3 B 48.4 E 48.8 E 23.7 B
at Short Street
MD 13.4 B 14.6 B 18.2 B 23.0 C 26.8 D 21.0 B
Main Street at AM 12.6 B 13.2 B 5.3 A 23.6 C 24.9 C 6.5 A
7 Southbound 1-15 PM 13.9 B 18.0 C 14.2 B 57.4 F 80.6 F 15.3 B
Ramps MD 10.7 B 12.4 B 10.5 B 37.8 E 73.6 F 1 12.4 B
Main Street at AM 36.5 E 60.0 F 16.8 B 298.5 F 399.2 F 19.2 B
8 'Northbound 1-IS PM 22.0 C 37.5 E 17.6 B 339.4 F 523.0 F 20.1 C
Ramps MD 13.6 B 25.3 D 15.9 B 99.1 F 389.3 F 18.0 B
The signal warrant worksheets are provided in Appendix G. The LOS calculation spreadsheets are
provided in Appendix H.
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Summary and Project Recommendations
B. Mitigation Measures Roadway Segments
The following mitigation actions are recommended for the study roadway segments significantly-
impacted by the proposed Project.
Main Street. between Flint Street and Sothbound i-I S Pamos
According to the General Plan, this segment is planned to be widened to a Major Road cross-section (4
lanes). This widening would remove the identified significant impact.
It is recommended that the proposed Project provide fair-share funding toward widening of this
roadway segment, as it would be operating at poor LOS values in the future pre-Project period. The
Project itself is not causing the poor LOS to occur.
Main Street between Limited Street and Libra Street
The segment would operate at an LOS value of D under future pre-Project conditions. Under future
post-Project conditions, the LOS would worsen to F during the weekday and to E during the weekend.
No widening of this roadway is planned, according to the General Plan designation for this roadway.
As the roadway has many fronting commercial uses without significant setbacks, widening of this
roadway is considered infeasible within the scope of the proposed Project. The roadway segment
impact would remain significant and unavoidable.
Lakeshore Drive southeast of Main Street
According to the General Plan, this segment is planned to be widened to an Urban Arterial cross-
section (6 lanes). If the segment is widened as planned, the LOS would improve to C or better.
Lakeshore Drive is currently a two-lane roadway.
A widening to four lanes would remove the significant impact at this location. This six-lane cross-
section identified by the General Plan is not needed for good roadway operations. It is recommended
that the Project provide fair-share funding toward widening of this roadway segment to a four-lane
cross-section, as it would be operating at poor LOS values in the future pre-Project period. The Project
itself is not causing the poor LOS to occur.
Property o Prepared for MEBO Pro .
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Traffic Impact Study—Lakeshore Town Center in Lake Elsinore JB51034
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9.Analysis Summary and Conclusions
The following summarizes the traffic study results, conclusions and recommendations:r;
• The proposed Project would consist of 22,149 square feet of ground-floor retail space, a 5,000
square-foot area for meeting rooms, 130 hotel rooms, and 108 residential condominium units.
The project would provide 492 parking spaces.
The proposed Project is anticipated to be completed by 2020
The proposed Project would generate approximately 2,626 net new weekday daily trips,
including 138 net new trips during the a.m. peak hour and 264 net new trips during the p.m.
peak hour. The Project would also generate 3,024 Saturday daily trips, including 498 mid-day
peak hour trips.
Based on the applied Riverside County Transportation Department Traffic Impact Analysis Preparation
Guide, the proposed Project would create significant traffic impacts at three of the eight study
intersections under existing with-Project and future with-Project conditions. The installation of
traffic signals at all the three intersections is warranted and the LOS value would be improved to
C or better.
Peak-hour signal warrant analyses were conducted for the three intersections with LOS values
of E or F in the future scenarios based on the methodology from the California Manual on
Uniform Traffic Control Devices (MUTCD), 2014. Signal warrants for all of the three
intersections are satisfied with or without the addition of traffic from the proposed Project.
With installation of traffic signals, the LOS values at the three intersections would be improved
to C or better. It is recommended, therefore, that the Project provide fair-share funding
toward the signalization of these locations.
In addition to signalization, it is recommended that the intersection of Lakeshore Drive and
Short Street be reconfigured to accommodate traffic from the proposed Project. There are
two existing southbound approach lanes — one is a dedicated right-turn lane and the other is a
dedicated left-turn lane. It is recommended that the southbound approach be reconfigured to
accommodate those lanes plus a receiving lane for eastbound left-turn traffic.
Based on the applied Riverside County Transportation Department Traffic Impact Analysis Preparation
Guide, the proposed Project would create significant traffic impacts at three of the six study
roadway segments.
According to the General Plan, the segment of Main Street, between Flint Street and
Southbound 1-15 Ramps, is planned to be widened to a Major Road cross-section (4 lanes). This
widening would remove the identified significant impact. It is recommended that the proposed
Project provide fair-share funding toward widening of this roadway segment, as it would be
operating at poor LOS values in the future pre-Project period. The Project itself is not causing
the poor LOS to occur.
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Summary and Project Recommendations
4 The segment of Main Street, between Limited Street and Library Street, would operate at LOS
values of E or F under future post-Project conditions. As the roadway has many fronting
commercial uses without significant setbacks, widening of this roadway is considered infeasible
within the scope of the proposed Project. The roadway segment impact would remain
significant and unavoidable.
For the segment of Lakeshore Drive, southeast of Main Street, a widening to four lanes would
remove the significant impact at this location. This six-lane cross-section identified by the
General Plan is not needed for good roadway operations. It is recommended that the Project
provide fair-share funding toward widening of this roadway segment to a four-lane cross-
section.
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APPENDIX A
Scoping Document with City of Lake Elsinore
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Traffic Impact Study—Lakeshore Town Center in Lake Elsinore JB31054
January 29,2016
TRAFFIC STUDY SCOP|NG DOCUMENT
Traffic Impact Analysis—Lakeshore Town Center, Lake Elsinore
October 13. 2015
This ocoping document acknowledges the City of Luke Elsinore of requirements of traffic impact analysis and
parking study for the following project:
Project Locppion: South of the intersection of Line Street and Lakeshore Drive, Lake Elsinore
The proposed development will be constructed on a primarily vacant lot located on the
south of the intersection of Line Street and Lakeshore Drive, in the City of Luke Elsinore.
The Project consists of 22.149 square feet mfgnound'0oor retail space. u 5.000 square-
foot area for meeting rooms. 130 hotel rooms, and 108 residential condominium units.
The project would provide492 parking spaces.
G@9g!:aphic Distribution: Determined based on roadway network within the proposed study area and
coordination with City staff.
The project study area and study intersections and roadway segments are provided in
Attachment A.
|7-E Trip Generation (9medibon).
A trip generation summary is provided below. Former commercial and
residential trip credits are included in the trip generation table. In addidon,
pass'bytrip credits are also included in the project trip generation totals.
"
TABLE I Trip Generation
Hotel No 10 Rooms 1,062 41 28 69 40 38 78 1,065 52 41 4
Pass-by Trip Credit-Retail(34%,p.m.peak period) -13 -15 -28
Internal Trip Capture(hotel,retail and residential, 17%,p.m.peak
*ITE Internal Trip Capture and pass-by trip credit percentages were based on Trip Generation Handbook,Institute of Transportation Engineers,20 12
Source:/rs.pmEdition,
^assume z5 square feet per person,vehicle occupancy*/s.Saturday turn-over rate/^z
The proposed development project will contain 22,149 square feet of retail space, a
5.000 square-foot area for meeting rooms, 130 hotel rooms, and 108 residential
condominium units.
Scoping for Traffic Study—Lakeshore Town Center, Lake Elsinore Page |
}8]/0f4
TRAFFIC STUDY SCOF1NG DOCUMENT
Traffic Impact Analysis—Lakeshore Town Center, Lake Elsinore
� October 13. 2015
� The site plan is included in Attachment B.
Projeq Parking Demand: The parking demand generated by this project is included |n Attachment C.
U 2020 Ambient Growth Rate: 2.&D�� per year
,^ /\ list of pending projects from the City of Lake Elsinore will be compiled. Any
� associated trip generation will be included in the future pre-project and post'
� �
pnqectmna|yseu.
-`
Study Intersection Locations
These are illustrated in Attachment A.
The following is u list of the study intersections and their traffic count sources:
~" |. Lakeshore Dr at Line S±
� 2. Lakeshore OrmtDvvy between Line St and Short St
3. Lakeshore Drat Short St
4. Spring Stat Graham Av
� S. Main St at Graham Ax
« 6. Main Street at Heald Av
� 7. Main Street at 3B On/Off 15 F*Y
� 8. Main Street at N8 On/Off 15 Fvvy
� ~
The intersections counts would be conducted from 7:00 a.m. to 9:00 a.m. and from 4:00 p.m. to 6:00 p.m. on u
� vveekday, and on | |:00 a.m. to 1:00 p.m. on a Saturday.
*z
Sivd-y Residential Roadw Segment Locations,
Weekday and weekend daily volumes, for one 24-hour period for each timeframe, would be conducted at the
following locations:
|. Main Street, between Flint Street and S8 On/Off |5FvvvRamp
I. Main Street, between Heald Avenue and Graham Avenue
3. Main Street. between Limited Street and Library Street
4. Lakeshore Drive, northwest of Spring
S. Lakeshore Drive, between Spring Street and Main Street
G. Lakeshore Drive, southeast ofMain Street
—~ Analysis will be based on the Riverside County Transportation Department Traffic Impact Analysis Preparation
Guide ofJ0UB.
Scoping for Traffic Study—Lakeshore Town Center, Lake Elsinore Page 2
/83/0J4
��
TRAFFIC STUDY SCOPING DOCUMENT
Traffic Impact Analysis—Lakeshore Town Center, Lake Elsinore
October 13, 2015
Other Elements
KOA will calculate parking demand for the proposed use and compare across City Code and ITE Parking
Generation sources. The proposed project site plan supply versus these calculated values will be documented for
both peak weekday and peak weekend conditions. The hourly intensity of demand for the residential, retail, and
hotel uses will be applied to the analysis, based on the Urban Land Institute document Shared Parking. The
parking supply layout and access will be reviewed for general geometric issues and site flow issues.
A potential new Main Street connection to Lakeshore Drive will be analyzed in a supplemental section of the
study, with future pre-project and future-post project analysis conducted for the affected study intersections.
Contact Information
Consultant: Client:
Name KOA Corporation MEBO Property Development
Address 1100 Corporate Center Dr., Suite 201 444 E. Huntington Dr.#215
Monterey Park, CA 91754-7642 Arcadia, CA 91006
Brian A. Marchetti, AICP Brian Lin
Telephone: (323) 260-4703 (626) 831-0661
Scopng for Traffic Study—Lakeshore Town Center, Lake'Elsinore Page 3
J831054
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TRAFFIC STUDY SCOPING DOCUMENT
Traffic Impact Analysis—Lakeshore Town Center, Lake Elsinore
October 13, 2015
PROJECT SITE PLAN
ATTACHMENT B
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Source CDIA Creative Design Associates,2015
Scoping for Traffic Study—Lakeshore Town Center, Lake Elsinorea Attachments,
JB31054
TRAFFIC STUDY SCOPING DOCUMENT
Traffic Impact Analysis—Lakeshore Town Center, Lake Elsinore
October 13, 2015
ATTACHMENT C
PROJECT PARKING DEMAND AND SUPPLY
Lake Elsinore Hotel+Mixed Use Project-Parking Requirements
Project Description --spedfic Plan Code Pa,ing Rates 1-11-1 Parkii g Rates
Rates Required Weekda Rates Required Weekend Rates Re wired
Residential Building
52 dwelling units 2 stalls per 1 unit 104 spaces 1,4 stalls per 1 unit 70 spaces 1.4 stalls per 1 unit 70 spaces
guest 0.5 stalls per 1 unt II 26 spaces 0,5 stalls per 1 unit 26 spaces 0,5 stalls per 1 unit 26 spaces
Mixed-Use Building
22,149 sf(retail) 5 stalls per 1,000 sf Ill spaces 3.6 stalls per 1,000 sf 80 spaces 4 stalls per 1,000 sf 89 spaces
56 dwelling units 2 stalls per 1 unit 112 spaces 14 stalls per 1 unit 76 spaces 14 stalls per 1 unit 76 spaces
guest 05 stalls per 1 unit 28 spaces 0,5 stalls per I unit 28 spaces 0.5 stalls per 1 unit 28 spaces
Hotel Building
15.146 sf(retail) 5 stalls per 1,000 sf 76 spaces 3,6 stalls per 1,000 sf 55 spaces 4 stalls per 1,000 sf 61 spaces
5,000 sf(banquet hall) 20 stalls per 1,000 sf' 100 spaces 30 stalls per 1,000 sf 150 spaces 30 stalls per 1,000 sf 150 spaces
120 guest rooms 1 stalls per 1 unit 120 spaces 1,3 stalls per 1 unit 150 spaces 13 stalls per I unit 150 spaces
10 service condo units 2 stalls per 1 unit 20 spaces 19 stalls per 1 unit 19 spaces 1,9 stalls per 1 unit 19 spaces
696 spaces L 653 spaces 667 spaces
Residential 236 164 164
Residential Guest 54 54 54
Retail ill 80 89
Banquet Hall 100 150 150
Hotel(guest) 120 150 150
Total 621 598 607
Proposed Supply 617
Note:Parking demand for banquet hall use based on assumption of occupancy level at 25 square feet per person, plus an assumption
of two passengers per vehicle.
Scoping for Traffic Study—Lakeshore Town Center, Lake Elsinore Attachments
JB31054
KOA CORPORATION
PLANNING & ENGINEERING
APPENDIX B
Traffic Count Data
Prepared for MEBO Property Development Appendices
Traffic Impact Study—Lakeshore Town Center in Lake Elsinore JB31054
January 29, 2016
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name , LKELILAAM
N/S: Line Street Site Code ;04115588
ENV: Lakeshore Drive Start Date 10/22/2015
Weather: Clear Page No :1
Croups Printed-Total Volume
Line Street Lakeshore Drive Lakeshore Drive
Southbound Westbound Eastbound
Start Time Left Right App.Total Thru Right App.Total , Left Thru App.Total Int.Total
07:00 AM 0 0 0 0 0 0 0 14 14 14
07:15 AM 0 0 0 4 0 4 0 14 14 » 18
07:30 A r 0 0 0 3 0 3 0 10 10 13
07:45 AM 0 0 0 6 1 7 0 19 19 26
Total 0 0 0 13 1 14 0 57 57 71
08:00 AM 0 0 0 3 0 3 :' 0 15 15 18
08:15 AM 1 1 2 1 0 1 0 8 8 11
08:30 AM 0 0 0 2 0 2 0 6 6 8
08:45 AM 0 0 0 3 0 3 1 8 9 12
Total 1 1 2 9 0 9 1. 37 38 49.
Grand Total 1 1 2 22 1 23 1 94 95 120
Apprch% 50 50 95.7 43 11 98.9
Total% 0.8 0.8 1.7 18.3 0,8 19.2 i 0.8 78.3 79.2
Line Street Lakeshore Drive Lakeshore Drive
Southhound Westbound Eastbound
Start Time Left Right i App.Total Thru Right App.,Total Left Thru App Total Int.Total
Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 4 0 4 0 14 14 18
07:30 AM 0 0 0 3 0 3 0 10 10 13
07:45 AM 0 0 0 6 1 7 0 19 19 ' 26
08,00 AM 0 0 0 3 0 3 0' 15 15, 18
Total Volume 0 0 0 16 ` 1 0 0 58 58 75
%App.Total 0 0 94.1 5,9 0 104
PHF _000 .000 667 250 607 .000 763 .763 .721
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name `LKELILAAM
N/S: Line Street Site Code 04115588
E/W: Lakeshore Drive Start Date 10/22/2015
Weather: Clear Page No 2
Line tZe—
Oul In_ Total-
t 0 �=I
0 0l
Right Left
Peak Hour Data
'r 0
;r
North
0 �(0 J �
to 1Peak Hour Begins at 07:15 AM
�, ws Total Volume + c
Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1
Peak,Ho,u-r for Each Appropch,Begins at:
07:30 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 4 0 4 0 14 14
+15 mins,'; 0 0 0 3 0 3 0 10 10
+30 mins. 0 0 0 6 1 7 0 19 19 `
+45 mins`., 1 1 2 3 0 3 0 10 15
Total Volume 1 1 2 16 1 17 0 58 58
%App,Total 50 50 94.1 - 5.9 0 100 _.
PHF 250 250 .250 .667 .250 .607 .000 .763 763
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name ;LKELILAPM
N/S: Lone Street Site Code °%'04115588
E/W: Lakeshore Drive Start Date 10/22/2015
Weather:Clear Page No : 1
Groups Printed-Total Volume
Line Street Lakeshore Drive Lakeshore Drive
Southbound Westbound Eastbound
Start Time '_ Left Right App, Total Thru Right App,Total Left' Thru App,Total Int.Total
04:00 PM 2 0 2 8_ 2 10 0 19 19 31
04:15 PM 0 0 0 4 0 4 0 19 19 23
04:30 PM 0 1 1 3 1 4 0 18 18 + 23
04.45 PM 0 1 1 4 1 5 0 22 _22 _ 28
Total' _ 2 2 4 19 4 23 0 78 78 105'
05:00 PM 0 1 1 7 0 7 0 20 20 28
05:15 PM ' 0 0 0 6 1 7 1 24 25 32
05:30 PM 0 1 1 3 2 5 " 0 30 30 ' 36
05A5 PM:, 3 0 3 9 1 10 3' 16 19 32
Total, 3 2 5 25 4 29 4 90 94 128
Grand Total 5 4 9 44 8 52 4 168 172 233
Apprch% 55„6 44A 84.6 15.4 2.3 97.7
Total%'' 2.1 17 3.9 18.9 3.4 22.3 1.7 72.1 73,8
Line Street Lakeshore Drive Lakeshore Drive
Southbound Westbound Eastbound
Start Time Left I'llRight App,Total Thru Right, App.,Total Left Thru App.Total Int,Total
Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PMI
05:00 PM 0 1 1 7 0' 7 0 20 20 28
05:15 PM` 0 0 0 'r 6 1 7 1 24 25 32
05:30 PM=' 0 1 1 3 2 5 0 30 30 36
05:45 PM= 3 0 _ 3 9. 1 10 r 3 16 19 32,
Total Volume 3 2 5 25 4 29 4 90 94 128
016 App.Total r 0 86 2 118 4.3 95.7
PHF 250 500 .417 M4 .500 725 .333 .750 .783 889
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name LKELILAPM
N/S: Line Street Site Code `n 04115588
EAM Lakeshore Drive Start Date 10/22/2015
Weather: Clear Page No 2
in Street
Out In `tonal
5 13
- 3'',
Right Lott
10
Peak r Data
m M
10
r North ® w
� J
Peak Hour'degins ail'r3 60 P
Total Volwm
9
Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 9 of 1
Peak Hour for Each Approach Begins t:
05:00 PM 05:00 PM 04:45 P ,
+0 mins. 0 1 1 7 0 7 0 22 22
+15 mins. 0 0 0 6 1 7 0 20 20
+30 mins. ` 0 1 1 3 2 5 1 24 25
+45 mins, 3 0__ 3 9 1 10 0` 30 30
Total Volume 3 2 5 25 4 29 1 96 97
%App.Total 60 40 86.2 13L8 1 9
PHI=' .250 .500 417 .694 .500 325 .250 .806 .808
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name LKELILA SAT
N/S: Line Street Site Code 04115588
EM: Lakeshore Drive Start Date : 10/24/2015
Weather: Clear Page No 1
Groups Printed-Total Volume
Line Street Lakeshore Drive Lakeshore Drive
South-bound Westbound Eastbound
Start Time Left Right App.Total Thru Right App.Total Left Thru App.Total Int.Total
11:00 AM 0 0 0 6 1 7 0 7 7 14
11:15 AM 1 1 2 5 0 5 0 15 15 22
11:30 AM 2 1 3 12 1 13 0 21 21 37
11;415'AIM 1 0 1 6 1 7 0 5 5 13
Total 4 2 6 29 3 32 0 48 48 86
12:00 PM 2 0 2 10 1 11 0 15 15 28
12:15 PM 0 0 0 8 0 8 0 11 11 19
12:30 PM 3 0 3 10 2 12 0 14 14 29
12:45 PM 0 0 0 7 0 7 0 17 17 24
Total 5 0 5 35 3 38 0 57 57 100
Grand Total 9 2 11 64 6 70 0 105 105 186
Apprch% 81.8 18.2 91.4 8.6 0 100
Total% 4.8 1.1 5.9 34.4 3.2 37.6 0 56.5 56.5
..................
Line Street Lakeshore Drive Lakeshore Drive
Southbound Westbound Eastbound
Start Time Left w Right" App.Total Thru Right App.Total Left Thru App,Total Int,Total
Peak Hour Analysis From 11:00 AM to 12:45 PM-Peak I of 1
Peak Hour for Entire Intersection Begins at 11:15 AM
11:15 AM 1 1 2 5 0 5 0 15 15 22
11:30 AM 2 1 3 12 1 13 0 21 21 37
11:45AI 1 0 1 6 1 7 0 5 5 13
12;010,PM 2 0 2 10 1 11 0 15 15 28
Total Volume 6 2 8 33 3 36 0 56 56 100
%App.Total 75 25 — - 91,7 8.3 0 100
PHF 750 .500 667 .688 750 -692 '000 667 -667 676
Counts Unlimited
PQ Box 11r8
Corona,CA9o878
(951)268-6298
City of Lake Elsinore File Name LKEL|LAGAT
N/S: Line Street Site Code 04115588
E8W: Lakeshore Drive Start Date ^10/24/2015
Weather: Clear Page No :`2
Cin;Street
Out In Total
Peak Hour Data
North zq
Peak Hour Begins at 11:15 AM
to
F- Total Volume 2
Peak Ho Ana
Counts Unlimited
po Box n78
Corona,CA8u87o
� (951)208-6208
City nfLake Elsinore File Name LKEMA15NAM
^ N/G: Main Street Site Code 04115588
E8N |'15 Northbound Ramps , Start Date 1022/2015
� Weather:Clear Page No :`1
Groups Printed-Total Volume
Main Street 1-15 Northbound Off Ramp Main Street 1-15 Northbound On Ramp
Start Time Left Thru Right App,T.W Left Thr,u Right' App,Total Left Thru Right App,Total Left Thru Rlight App,iow int-Total
- 0715mw o 49 n 49
� Grand Total O 200 4 212 638 4 159 801 104 183 0 347 O 0 o 0 1300
ApprchY6 0 981 1e 79�7 0.5 19.3 K 4T3 our 0 O o O �
� Tpta|Y6 O 15.5 VS 15,6 46,9 ua 11.7 e8.9 121 13.5 0 25.5 O U U OMain Street 1-15 Northbound Off Ramp Main Street 1-15 Northbound On Ramp
Start Time Left Thrul - Right qp Toltlm - Loft,_ 1�oru RilgM �pp Total Left Thrul ,Right App-jaw Left Thru, Right App-Tolall fril,'total
Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak I of 1
� Peak Hour for
8 - v'ov*m v uz v v^ uv u 30 //o
^ ` - -AM 0 49 0 49
-
,
�
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name```LKEMA15NAM
N/S:Main Street Site Code !'04115588
ENV: 1-15 Northbound Ramps Start Date .10/22/2015
Weather:Clear Page No '2
a�aa trot
Out to Total
t99 13o 329)
1 19 9
Fight `hru Left
-►
Peak Hour Data
C Noah p l�
O
o'
-® Ptak Hour Begins at 07:00 AM ® 2
® Total Volume r-
Left Thru Right
112 01
397 294 761
Out In Total
Waig
Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1
Peak Hour for Each Approach Begins at:
07 00 AM 07:00 AM 07:00 AM 07:00 AM
+0 minx. 0 32 0 32 88 0 30 118 33 40 0 73 i 0 0 0 0
+15 mins 0 49 0 49 126 0 21 147 23 33 0 56 rc 0 0 0 0
+30 mins. 0 29 0 29 106 0 20 126 19 23 0 42'' 0 0 0 0
+45 trains, 0- 19 1 20 108 1 16 125 17 - 16 0 33 0 0 0 0
Total Volume 0 129 1 136 428 1 87 516 92 112 0 204 0 0 0 0
%App.Total 0 99.2 0,8 82.9 0.2 16.9 451 54,9 0_ 0 0 0
PHF 000 658 250 663 849 .250 .725 . 78 .697 .700 .000 . 99 .000 .000 .000 .000
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name :LKEMAI5NPM
N/S: Main Street Site Code ''04115588
ENV: 1-15 Northbound Ramps Start Date 10/22/2015
Weather:Clear Page No <1
Groups Printed-Total Volume
Main Street 1-15 Northbound Off Ramp Main Street 1-15 Northbound On Ramp
Southbound Westbound Northbound Eastbound
Start Time Left Thru Right Apo Total Left Thru Right Apo Total Left Thru Right ,App Total Left Thru Right Apt Totat Int,Total
04:00 PM 0 42 3 45 69 1 30 100 25 23 0 48 0 0 0 0 193
04:15 PM 0 34 0 34 i 53 1; 12 66 30 20 0 50 0 0 0 0 150
04:30 PM 0 43 2 45 53 1' 33 87 22 23 0 45 0 0 0 0 177
04,45 PM;'' 0 43' 1 44 r _73 1: 32 106 23 25 0 48 0> 0r 0 0 198`
Total' 0 162 6 168 248 4 107 359 100 91 0 191 ' 0 0 0 0 718
05:00 PM 0 41 1 42 70 2 16 88 25 40 0 65 0 0 0 0 195
05:15 PM 0 39 1 40 63 0 23 86 22 37 0 59 0 0 0 0 185
05:30 PM 0 36 0 36 60 1 27 88 29 41 0 70 0 0 0 0 194
05*45 PM 0_ 27 2 29 38 1 7 46 13 22 0 35 0 0 0 0 110>
Total 0 143 4 147 231 4 73 308 89 140 0 229 , 0 0 0 0 684
Grand Total 0 305 10 315 479 8 180 667 189 231 0 420 0 0 0 0 1402
Apprch% 0 96.8 3.2 71.8 1,2 27 45 55 0 0 0 0
Total%1' 0 21:8 07 22.5 34.2 0.6 12.8 47.6 13.5 16.5 0 30 0 0 0 0
Main Street I-15 Northbound Off Ramp Main Street 1-15 Northbound On Ramp
Sorthbound Westbound Northbound Eastbound
Start Time Left Thru Right Ap ,T tat Left Thru Right ®pp,Tot.-I Left Thru Right App,Tow Leff Thru Right Apn Tnta! Int Total
Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM ' 0 43 1 44 73 1 32 106 23 25 0 48 0 0 0 0 ! 198
05:00 PM 0 41 1 42 70 2 16 88 25 40 0 65 0 0 0 0 ; 195
05:15 PM ' 0 39 1 40 63 0 23 86 22 37 0 59 0 0 0 0 185
05:30 PM 0' 36 0' 36 60 1 27 88 29 41 0_ 70 0 0 0 0 194
Total Volume 0 159 3 162 266 4 98 368 99 143 0 242 ' 0 0 0 0 772
%App.Total 0 98.1 1,9 72 3 1.1 26..6 40.9 5991 0 0 0 0
PHF 000 924 750 .9201 ;911 .500 .766 .868 .853 872 000 964 000 .000 .000 .000 .975
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name ;'LKEMA15NPM
N/S: Main Street Site Code >04115588
E/W: 1-15 Northbound Ramps Start Date ':'10/22/2015
Weather: Clear Page No i+'2
Male Street
Out In Total
241 t'92 403'
159 0
Right Thru Left
4-i 1
Peak Hour Data
® �
c
North
► iPeak Flout se&s at 04:45 PM 4 c
¢ Total Volume r
5 x X
uS'CD
OD
T it
.eft Tory Rtstrt
99 143 0>
42 2a 997
Out In Total
Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1
Peak Hour for Each Approach-Begins.at:
04:30 PM 04:45 PM 04:45 PM 0400 PM
+0 mins. 0 43 2 45 73 1 32 106 23 25 0 48 0 0 0 0
+15 mins. 0 43 1 44 70 2 16 88 25 40 0 65 0 0 0 0
+30 mins. 0 41 1 42 63 0 23 86 22 37 0 59" 0 0 0 0 !
+45 mins. 0 39 1 40 i_- 60 1 217 88 29 41 0 70 0 0 0 0
Total Volume 0 166 5 171 266 4 98 368 99 143 0 242 0 0 0 0
%App.Total 1 0 97.1 2„9 72.3 1.1 26.6 40,9 59.1 6 0 0 0
PHF1 000 , .965 .625 .950 .911 500 766 .868 8 3 872 000 .864 000 000 000 .000
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name LKEMA15N SAT
N/S: Main Street Site Code 04115588
ENV: 1-15 Northbound Ramps Start Date 10/24/2015
Weather:Clear Page No 1
Groups Printed-Totat Volume
Main Street 1-15 Northbound Off Ramp Main Street 1-15 Northbound On Ramp
Souhbound Westbound Northbound Eastbound .
Start Time Left Thru Right Apo Total Left Thru Right App T.W Left Thru Right Apo Total Left Thru Right App Total int,Total
11:00 AM 0 36 0 36 41 1 17 59 29 19 0 48 0 0 0 0 143
11:15 AM 0 29 0 29 36 1 16 53 ± 28 21 0 49 '; 0 0 0 0 131
11:30 AM 0 33 1 34 32 2 19 53 25 20 0 45 '- 0 0 0 0 132
11:45 AM 0 34 0 34 34 0 25 59 25 24 0 49 0 0 0 0 142 _
Total 0 132 1 133 143 4 77 224 107 84 0 191 0 0 0 0 548
12:00 PM- 0 34 1 35 40 5 27 72 25 22 0 47"' 0 0 0 0 154
12:15 PM> 0 35 0 35 32 4 23 59 18 14 0 32 0 0 0 0 126
12:30 PM 0 30 0 30 45 1 22 68 27 24 0 51 !I 0 0 0 0 149
1 :45 PM , 0 27 0 2711, 30 1 16 47 24 39 0 63 0 0 0 0, 1137
Total 0 126 1 127 147 11 88 246 94 99 0 193 0 0 0 0 566
Grand Total 0 258 2 260 290 15 165 470 201 183 0 384 0 0 0 0 1114
Apprch% 0 99.2 0,8 61.7 3.2 35.1 52.3 47.7 0 0 0 0
Total%' 0 23.2 0.2 23.3 26 1.3 14..8 42.2 18 16.4 0 34.5 '' 0 0 0 0
Main Street I-15 Northbound Off Ramp Main Street 1-15 Northbound On Ramp
Southbbund Westbound Northbound Eastbound
Start Time Left Thru Right Apo Tot., Left Thru Right App Tow Left Thru; Right App,Total " Left Thru Right App Tot—M IN,Total
Peak Hour Analysis From 1 1:00 AM to 12:45 PM-Peak 1 of 1
Peak Hour for Entire Intersection Begins at 11:45 AM
11:45 AM 0 34 0 34 34 0 25 59 25 24_ 0 49 '" 0 0 0 0 142
12:00 PM 0 34 1 35 40 5 27 72 25 22 0 47 ;' 0 0 0 0 154
12:15 PM` 0 35 0 35 32 4 23 59 18 14 0 32 '! 0 D 0 0 126
12:30 PM 0 30' 0` 30 45 1 22 68 27 24 0 51 0 0 0 0 149
Total Volume 0 133 1 134 151 10 97 258 95 84 0 179 0 0 0 0 571
%App.Total 0 99.3 0 7 58.5 19 37 6 53.1 46.9 0 0 0 0
PHF I .000 .950 250 957 .839 500 .898 .896 .880 .875 000 877 .000 000 000 .000 .927
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name ;LKEMA15N SAT
N/S:Main Street Site Code '04115588
ENV: 1-15 Northbound Ramps Start Date 10/24/2015
Weather: Clear Page No 2
Main Street
Out In Total
181 134 31�
1 133 0
Right Thru Left
Peak Hour Data
E I
Norm
Peak Hour Begins at 11 45 AM / to
E — Total Volume _
Lett Thru Right;
96 B4 0
294 119 463
Out In Total
Peak Hour Analysis From 11 00 AM to 121-45 PM-Peak l of 1
Freak H ur for Each Approach Begins PL,
11,30 AM 1145 AM 12:00 PM 11`:00 AM
+0 minx. 0 33 1 34 34 0 25 59 25 22 0 47 0 0 0 0
+15 mins. 0 34 0 34 40 5 27 72 18 14 0 32 0 0 0 0
+30 mins. 0 34 1 35 32 4 23 59 27 24 0 51 0 0 0 0
+45mins. 0- 35 0 35'-- 45 1 22 68 24 39 0 63 0 0 0 0
Total Volume 0 136 2 138 151 10 97 258 94 99 0 193 0 0 0 0
%App.Totati ._ 98.6 1.4 58.5 3,9 37,6 48,17 511,3 0 0' 0 0
PH .000 .971 500 .986 .839 .500 .898 .896 .870 .635 .000 766 1 000 .000 .000 .000
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name LIKEMAII 5SAM
N/S: Main Street Site Code 04115588
E/W: 1-15 Southbound Ramps Start Date 10/22/2015
Weather:Clear Page No 1
-Groups,Printed-Total'Volume
Main Street 1-15 Southbound On Ramp Main Street 1-15 Southbound Off Ramp
Southbound Westbound North'bound Eastbound,
Thru Right Left Thru Left Thru fthj App�Tqt�i Left Thru Might Ap
Start Time Left R p,Tqtol Right App,TOW _p,yqqt -Int Total
07:00 AM 12 108 0 120 0 0 0 0 0 73 75 148 3 0 0 13 13 281
07:15 AM 16 159 0 175 0 0 0 0 0 55 86 141 1 0 23 24 340
07:30 AM 8 127 0 135 0 0 0 0 0 42 74 116 0 0 23 23 274
07A5 AM 8 119 0 127 a 0 0 01 0 32 75 107 1 0 22 23 257
Total 44 513 0 557 0 0 0 0 0 202 310 512 2 0 81 83 1152
08:00 AM 13 67 0 80 0 0 0 0 0 47 65 112 3 0 12 15 207
08:15 AM 8 64 0 72 0 0 0 0 0 41 50 91 1 0 20 21 184
08:30 AM 10 62 0 72 0 0 0 0 0 27 41 68 1 1 16 18 158
08:45 AM 6 58 0 64 0 0 0 0 0 22 55 77, 1 0 19 20 161
Total 37 251 0 288 0 0 0 0 0 137 211 348 6 1 67 74 710
Grand Total 81 764 0 845 0 0 0 0 0 339 521 860 8 1 148 157 1862
Apprch% 9.6 90.4 0 0 0 0 0 39.4 60.6 5,1 0.6 94,3
Total% 44 41 0 45.4 0 0 0 0 0 18:2 28 46.2 0A 0.1 7 9 8.4
Main Street 1-15 Southbound On Ramp Main Street 1-15 Southbound Off Ramp
Southbound Westbound Northbound Eastbound
Start,Tlme Left Thru' Right AppjRtM Left Thru Right App.T.tai Left Thru Right App,T4t.1 Left Thru Ri ht App Tptot Int,Totai
Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak I of I
Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 12 108 0 120 0 0 0 0 0 73 75 148 0 0 13 13 281
07:15 AM 16 159 0 175 0 0 0 0 0 55 86 141 1 0 23 24 340
07:30 AM 8 127 0 135 0 0 0 0 0 42 74 116 0 0 23 23 274
07:45 AM 8 119 0 127 0 0 0 0 0 32 75 107 1 01 22 23 257
Total Volume 44 513 0 557 0 0 0 0 0 202 310 512 2 0 81 83 1152
%App.Total 7.9 92.1 0 0 0 0 0 39.5 60.5 2.4 0 97,6
PHF .688 -807 000 -796 01010 -06110 ,0160 .692 .901 865 .500 .0001, 1.880 '865 A47
Counts Unlimited
Po Box 11re
Corona,CA92878
(951)268-6260
City mf Lake Elsinore File Name �LKEMA158AM
N/S: Main Street Site Code 8
E&m |'15SuuthboundRamps Start Date 10/22/2015
Weather: Clear Page No 2
Out in Total
Right Thru Left
Peak Hour Data
North =F
ty
Peak Hour Begins at 07�00 AM
o' co Total Volume 0
17
Main sireat
Out In Total
uwu
Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1
Peak Hour for Each Approalch Begins at
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name LKEMA15SPM
N/S: Main Street Site Code '>04115588
E/W: 1-15 Southbound Ramps Start Date ;10/22/2015
Weather:Clear Page No '1
Groups Printed-Total Volume
Main Street 1-15 Southbound On Ramp Main Street 1-15 Southbound Off Ramp
Southbound Westbound Northbound Eastbound
Start Tame Left Thru Right Apo,Total Left Thru Right App Total Left Thru Right :App Toed Left Thru Right App Total Int Taal
04:00 PIM 18 93 0 111 0 0 0 0 0 48 66 114 1 0 45 46 271
04:15 PM 8 79 0 87 0 0 0 0 0 49 75 124 1 1 44 46 , 257
04:30 PM= 22 74 0 96 0 0 0 0 0 44 79 123 1 0 51 52 + 271
04.45 PM 12 104 0 116 0 0 _ 0 0 0 47 52- 99 1 0 45 4611,
261
Total 60 350 0 410 0 0 0 0 0 188 272 4601 4 1 185 190 1060
05:00 PM'i 7 104 0 111 0 0 0 0 0 65 80 145 •' 0 0 52 52 ' 308
05:15 PM 9 93 0 102 0 0 0 0 0 57 49 106 2 0 82 84 292
05:30 PM 10 86 0 96 0 0 0 0 0 70 75 145 0 3 62 65 306
05:45 PM` 8 57 0 65 0 0 0 0 0 35 36; 71 0 _ 1 48 49 185
Total 34 340 0 374 0 0 0 0 0 227 240 467 2 4 244 250 1091
Grand Total 94 690 0 784 0 0 0 0 0 415 512 927 6 5 429 440 2151
Apprch% ' 12 88 0 0 0 0 0 44.8 55.2 1 A 1.1 97-5
Total% ' 4.4 32.1 0 36.4 0 0 0 0 0 193 23.8 43.1 03 0.2 19,9 20.5
Main Street 1-15 Southbound On Ramp Main Street 1-15 Southbound Off Ramp
Southbound Westbound Northbound Eastbound
Start Time Left Thru Right Ape,Total weft Thru Right App Totai Left Thru Right,;App.l ac ai Left Thru light App.rpw iris.T61al
Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 12 104 0 116 ' 0 0 0 0 0 47 52 99 1 0 45 46 261
05:00 PM 7 104 0 111 0 0 0 0 0 65 80 145 0 0 52 52 308
05:15 PM 9 93 0 102 0 0 0 0 0 57 49 106 2 0 82 84 ' 292
05:30 PM' 10 86 0 96 0` 0 0 0 0 70 75 145 0 3 62 65 306-
Total Volume 38 387 0 425 0 0 0 0 0 239 256 495 ! 3 3 241 247 1167
%F pp.Total 8.9 91.1 0 0 0 0 0 483 517 1.2 .... 1.2 97.6
PHF, .792 936 000 .916 000 .000 .000 .000 .000 .854 ,800 .853 1375 250 335 735 947
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name`. LKEMA15SPM
N/S: Main Street Site Code 04115588
ENV: 1-15 Southbound Ramps Start Date 10/22/2015
Weather:Clear Page No 2
Main Street
Out In _ToW
242 425 667
0 387 38
Right Thru Left
1
Peak Hour Data
t �0
a North ,,
0
Cq Cr
Peak Hotir Rogrns at 0445 FIM
of O
Total Volute
oz 1
aim 3
I qft, Thru Right;;
0 239 2
628 495 1123
Out In Totat'
Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1
Peak Hour for Each Approach Begins t:
04:30 PM 04.00 PM 04:45 PM 05:00 PM
+0 mins. 22 74 0 96 0 0 0 0 ' 0 47 52 99 0 0 52 52
+15 mins; 12 104 0 116 0 0 0 0 0 65 80 145 .' 2 0 82 84
+30 mins. 7 104 0 111 0 0 0 0 0 57 49 106 0 3 62 65
+45 mins'. 9, 93 __ 0.__ 102 0 0 0 0 0 70 75,_ 145 0, 1 48 49
Total Volume 50 375 0 425 0 0 0 0 0 239 256 495 2 4 244 250
%App.Total 11,8; 88.2 0 0 0 0 0 48,3 51,7 0.8 1.6 _97.6
PkF _568 .901 - 000 916 ,000 .000 .000 000 .000 .854 .800 .853 ' .250 .3313 744 .744
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name LKEMA15S SAT
N/S: Main Street Site Code 04115588
E/W: 1-15 Southbound Ramps Start Date 10/24/2015
Weather: Clear Page No I
Groups Printed-Total Volume,
Main Street 1-15 Southbound On Ramp Main Street 1-15 Southbound Off Ramp
Southbound Westbound Northbound East-bound
Start Time --,Left, Thru Right App,Total Left Thru ' Right A" Total Left Thru Right, App,Tvw Left Thru I Riot, App�Tplat Int,Tolal
11:00 AM 15 62 0 77 0 0 0 0 0 46 41 87 2 1 20 23 187
11:15 AM 10 55 0 65 0 0 0 0 0 47 47 94 1 0 25 26 185
11:30 AM 18 47 0 65 0 0 0 0 0 46 47 93 1 0 31 32 190
11:451AM 15 51 0 66 0 0 0 0 0 45 37 82 3 0 25 28 176
Total 58 215 0 273 0 0 0 0 0 184 172 356 7 1 101 109 738
12:00 PM 11 64 0 75 0 0 0 0 0 45 52 97 2 0 28 30 202
12:15 PM> 13 53 0 66 0 0 0 01 0 33 31 64 0 1 26 27 157
12:30 PM 17 60 0 77 0 0 0 0 0 48 53 101 3 0 26 29 207
12A5 PM 11 46 0 57 0 0 0 01 0 57 51 108 5 2 32 39 204
Total 52 223 0 275 0 0 0 0 0 183 187 370 10 3 112 125 770
Grand Total 1 110 438 0 548 0 0 0 0 0 367 359 726 17 4 213 234 1508
Apprch% 20.1 79.9 0 0 0 0 0 50.6 49.4 7.3 1.7 91
Total% 7.3 29 0 36.3 0 0 0 0
0 24.3 218 481 1.1 0.3 141 15.5
Main Street 1-15 Southbound On Ramp Main Street 1-15 Southbound Off Ramp
Southbound Westbound Northbound Eastbound
Start Time Left Thru Right App.Tatw Left_Thtru...Right _�ppjqtat Left Thru Right App,jotal Left Thru Right_ App,Total lnt,Total
Peak Hour Analysis From 11:00 AM to 12:45 PM-Peak I of 1
Peak Hour for Entire Intersection Begins at 12:00 PM
12:00 PM 11 64 0 75 0 0 0 0 0 45 52 97 2 0 28 30 202
12:15 PM 13 53 0 66 0 0 0 0 0 33 31 64 0 1 26 27 157
12:30 PM 17 60 0 77 0 0 0 0 0 48 53 101 3 0 26 29 207
12:45 PM 11 46 0 57 0 0 0 0 0 57 51 108 6 2 32 39 204
Total Volume 52 223 0 275 0 0 0 0 0 18,3 187 370 10 3 112 125 710'
--%App.Total 18,9 81A 0 0 0 0 0 49,5 50.5 8 2.4 89,6
PHF .765 .871 .006 .893 .000 .000 .000 '000 .000 .803 .882 .856 50,0 37 875 A01 930
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name LKEMA15S SAT
N/S: Main Street Site Code a 04115588
ENV: 1-15 Southbound Ramps Start Date 10/24/2015
Weather:Clear Page No 2
Main treet
Out to Total
- 193 27 4331
0 223 52
Right Thru Left
Peak Hour Data
C. N
' ®
°a North �' h
t� Peak Hour Begins at 12:00 Phi
a r Total Volume
00,
Left Thru Rsght.
0 133 187
3351 370 705
Out In Total
Peak Hour Analysis From 11:00 AM to 12:45 PM-Peak 1 of 1
Peak Hour for Each Approach Begins at:
1,1:45 AM 11:00 AM 12'00 PM 12:00 PM
+0 mins 15 51 0 66 0 0 0 0 0 45 52 97 2 0 28 30
+15 mins. 11 64 0 75 0 0 0 0 0 33 31 64 0 1 26 27
+30 mins. 13 53 0 66 0 0 0 0 0 48 53 101 3 0 26 29
+45 mins 17 60 0 77 0 0 0 0 0 67 51 108' 6 _ 2 __ 32 39
Total Volume 56 228 0 284 0 0 0 0 0 183 187 370 10 3 112 125
%App.Total; 19 7 80.3 0 0 0 0 0 49,5 W5 8 2 4 09.6
PHF .824 .891 000 922 .000 .000 ,000 000 .000 .803 .882 .856 500 _ .375 75 .801
Counts Unlimited
PC Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name LIKEMAGRAM
N/S: Main Street Site Code 04115588
E/W:Graham Avenue Start Date 10/22/2015
Weather:Clear Page No 1
Groups Printed-Total Volume
Main Street Graham Avenue Main Street Graham Avenue
Southbound Westbound Northbound East'bound
Start Time Left Thru_Right, App,Total Left Thru Right App,Total Left Thru Right App,Total Left Thru Right App-,TptaE !nt,Total
07:00 AM 4 7 19 30 2 6 4 12 48 21 0 69 16 6 13 35 146
07:15 AM 2 20 17 39 3 8 1 12 28 22 0 50 25 5 28 58 159
07:30 AM 3 20 13 36 6 7 5 18 18 24 1 43 24 5 22 51 148
017-451AM 3 22 11 36, 3 4 1 8 37 20 2 591 23 3 13, 39, 142
Total 12 69 60 141 14 25 11 50 131 87 3 221 88 19 76 183 595
08:00 AM 1 18 10 29 4 3 4 11 20 24 2 46 16 3 19 38 124
08:15 AM 1 13 7 21 0 5 3 8 18 22 1 41 17 1 14 32 102
08:30 AM 3 16 11 30 0 1 4 5 21 16 0 37 16 0 13 29 101
08A5 AM 2 16 13 31 0 3 1 4 33 20 0 53 18 5 27 50 138
...........
Total 7 63 41 ill 4 12 12 28 92 82 3 177 67 9 73 149 465
Grand Total 19 132 101 252 18 37 23 78 223 169 6 398 155 28 149 332 1060
Apprch% 7.5 52.4 40.1 23.1 47.4 29.5 56 42.5 15 46.7 8.4 44.9
Total% 1,8 12.5 9.5 23,8 1.7 3.5 2.2 7A 21 15,9 0,6 37.5 I 14.6 Z6 14A 31.3
Main Street Graham Avenue Main Street Graham Avenue
Southbound Westbound Northbound Eastbound
Start Time Left Thru' Right Loft Thru Right App,Tow Left Thru Right ;A pp Total Left Thru Fight App.Tow InL Total
-- Ain
Op
Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 4 7 19 30 2 6 4 12 r 48 21 0 69 16 6 13 35 146
07:15 AM 2 20 17 39 3 8 1 12 28 22 0 50 25 5 28 58 159
07:30 AM 3 20 13 36 6 7 5 18 18 24 1 43 24 5 22 51 148
07A5 AM 3 22 11 36 3 4 1 8 37 20 2 59 23 3 13 39 142
Total Volume 12 69 60 141 14 25 11 50 131 87 3 221 88 19 76 183 595
--%App.Total 8.5 48.9 42.6 28 50 22 593 39A 1.4 10.4 41.5
PHF 160 .784 .789 .904 78-1 .550 .69'4 .682 906 375 801 880' J92 679 .789 '.936
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name LKEMAGRAM
N/S: Main Street Site Code 04115588
EAN:Graham Avenue Start Date 10/22/2015
Weather: Clear Page No :2
Main Street
Out in Total
141 IL 327
60 69 12
Right Thru Left
Peak our Data
C
North
<.E 2
=—O Peak How Begins at 07 OD AM N) ens 5
E >
<
Totat volume
I-.
0
w
Left Thru Right
131 07 3
159 221 380
Out In Total
Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1
Peak Hour for Each Approalch,Begins at:
07=AM 07,00 AM 07:00 AM 07,15 AM
+0 mins. 4 7 19 30 2 6 4 12 48 21 0 69 25 5 28 58
+15 mins, 2 20 17 39 3 8 1 12 < 28 22 0 50 24 5 22 51
+30 mins, 3 20 13 36 6 7 6 118 18 24 1 43 23 3 13 39
+45 mins, 3 22 11 36 3 4 1 8 37 20 2 59 16 3 19 38
Total Volume 12 69 60 141 14 25 11 50 131 87 3 221 88 16 82 186
ikpp Total 8.5 48.9 42,6 28 50 22 59.3 39.4 1.4 47,3 8,6 44.1
PHF 150 7184 389 904 583 781 ,550 .694 ,682 906 375 801 880 .800 .732 .802
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name ` LKEMAGRPM
N/S: Main Street Site Code 04115588
E/W:Graham Avenue Start Date 10/22/2015
Weather:Clear Page No t 1
Gaups Printed-Total Volume
Main Street Graham Avenue Main Street Graham Avenue
Southbound Westbound Northbound Eastbound
Stark Time Left Thru tad ttt App,Tow Left Thru ig3ht App.row Left Thru Right -Ape Tea Left Thru Right Ape Total Int.Total
04:00 PM 10 30 18 58 2 1 2 5 48 33 1 82 24 6 23 53 198
04:15 PM 3 31 19 53 6 7 1 14 49 33 1 83 i 29 4 26 59 209
04:30 PM 4 30 16 50 0 2 3 5 46 28 1 75 + 39 6 30 75 205
0*45 PM' 4 52 _ 25' 81 2 3 2 7 48 27 1 76 32 3 20 64 228
Total 21 143 78 242 10 13 8 31 191 121 4 316 124 19 108 251 840
05:00 PM 3 32 18 53 0 9 5 14 49 42 0 91 43 7 31 81 'I 239
05:15 PM 7 50 25 82 e 4 3 0 7 37 32 4 73 30 6 27 63 225
05:30 PM 2 49 21 72 4 7 6 17 43 51 4 98 33 5 42 80 267
05:45 PM 4___ 41,___ 19 64 5 ____11 4 20 47 38 1 _ 86 32'_ 4 30 66 236
Total 16 172 83 271 13 30 15 58 176 163 9 348 ' 138 22 130 290 967
Grand Total 37 315 161 5131i 23 43 23 89 367 284 13 664 262 41 238 541 1807
All% T2 61.4 31.4 25.8 48.3 25;8 55.3 42.8 2 48A 7.6 44
Total% 2 17.4 8.9 28.4 1.3 2.4 1.3 4.9 20.3 15.7 0.7 36.7 14,5 2.3 13.2 29.9 i
Main Street Graham Avenue Main Street Graham Avenue
South and Westbound. Northbound Eastbound
Start Time Left, Thru Right ,Arlp TOW Left Thru Hight App Totai Left Thru; Right ,App Twat Left Tbru Right App Total ins Total
Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 3 32 18 53 0 9 5 14 49 42 0 91 43 7 31 81 239
05:15 PM 7 50 25 82 4 3 0 7 37 32 4 73 30 6 27 63 225
05:30 PM 2 49 21 72 4 7 6 17 43 51 4 98 33 5 42 80 267
05:45 PM' 4 41 19 64 6 11 4 20 , 47 36 1 86 !. 32 4 30 66 236
Total Volume 16 172 83 271 13 30 15 58 176 163 9 348 138 22 130 290 967
%App,Total; 5,9 63.5 30.6 22.4 51.7 25„9 50.6 46.8 2,6 _ 47.6 7.6 44.8
PHF 571 860 .830 826 .650 .682, .625 .725 ,896 .799 563 .888 ; ,802 786 774 .895 .905
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name ; LKEMAGRPM
N/S: Main Street Site Code ;04115588
E/W:Graham Avenue Start Date 'k 10/22/2015
Weather: Clear Page No 2
Main Mroet
Out In Total
3161 271 11 5871
83 172 is
Ritght Thru Left
1d
Peak Hour Data
AIL
n,l
j� 1 - -T �11 C
J North
E 't ® Peak Hour Begins at 05:00 PM 1 7 w
�— c ® �
19 j5 Total Volume
F— ,CM
® *w
L�
F
Matt Thru Right
17� ts3 �
315 048 31
Out In Total
Peak Hour Analysis From 04`:00 PM to 05:45 PM-Peak 1 of 1
Peak Hour for Each Approach Begins at:
.... ;04:45 PM 05:00 PM 05:00 PM 05:00 S'M
+0 mins. 4 52 25 81 0 9 5 14 49 42 0 91 43 7 31 81
+15 mins. 3 32 18 53 4 3 0 7 37 32 4 73 30 6 27 63
+30 mins. 7 50 25 82 4 7 6 17 43 51 4 98 33 5 42 80
+45 mins„ 2: 49 21 72 5 ____11 4 20 47, 38 1 86 32 4 30 66
Total volume 16 183 89 288 13 30 15 58 176 163 9 348 138 22 130 290
%Popp.Total 5.6, 63.5 30,9 22.4 511 26,9 50 6 46,8 Z6 4T6 7.6 4 8
PHF .571 .880 .890 .878 .650 82 v6 5 .7 5 8 8, 799 563 888; .802 186 774 895
Counts Unlimited
PC Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name LKEMAGR SAT
N/S: Main Street Site Code 04115588
E/W: Graham Avenue Start Date 10/24/2015
Weather: Clear Page No r 1
.............Orqups,Printed'w Total Volume
me
Main Street Graham Avenue Main Street Graham Avenue
Southbound Westbound Northbound Eastbound
Start Time Left Thru, Right App.Total Left Thru' Right App,Total Left Thru I I 11 "I Right I App Total Left Thru Right App,Total n 11 t"I T I otal
11:00 AM 1 28 22 51 4 0 3 7 41 43 2 86 25 1 35 61 205
11:15 AM 1 28 21 50 1 1 3 5 44 46 3 93 35 0 36 71 219
11:30 AM 1 32 18 51 2 2 3 7 35 33 2 70 35 5 20 60 188
11:45 AM 0 31 12 43 1 2 3 6 44 56 0 100 37 3 30 70 2,19
Total 3 119 73 195 8 5 12 25 164 178 7 349 132 9 121 262 831
12:00 PM 5 29 23 57 2 3 2 7 42 35 2 79 30 5 39 74 217
12:15 PM 3 26 19 48 3 3 3 9 35 40 0 75 28 3 36 67 199
12:30 PM 2 22 14 38 3 4 5 12 46 29 2 77 31 4 29 64 191
12:45 PM 6 28 28 62 4 6 3 13 47 31 2 80 45 2 32 79 234
Total 16 105 84 205 12 16 13 41 170 135 6 311 134 14 136 284 641
Grand Total 19 224 157 400 20 21 25 66 334 313 13 660i 266 23 257 546 1672
Apprch% 4.8 56 39.2 30.3 31.8 37,9 50,15 47.4 2 48.7 4.2 471
Total% 1.1 13.4 9.4 23.9 1.2 1,3 1.5 19 20 187 0.8 39.5 15.9 1.4 15A 32.7
Main Street Graham Avenue Main Street Graham Avenue
Southbound Westbound Northbound Eastbound"
Start Time Left Thru Flight App,Total Left Thru Right App-Total Left Thru Right App,Total i Left Thru Right App,Topw Int,TOW
Peak Hour Analysis From 11:00 AM to 12:45 PM-Peak 1 of I
Peak Hour for Entire Intersection Begins at 1115AM
11:15 AM 1 28 21 50 1 1 3 5 44 46 3 93 35 0 36 71 219
11:30 AM 1 32 18 51 l 2 2 3 7 35 33 2 70 35 5 20 60 188
11:45 AM 0 31 12 43 1 2 3 6 r 44 56 0 100 37 3 30 70 219
12:00 PM 5 29 23 67 2 3 2 7 42 35 2- 79 30',_ 5 39 74 217
Total Volume 7 120 74 201 6 8 11 25 165 170 7 342 137 13 125 275 843
%P pp,Total 3.5 59.7 36.8 24 32 44 48.2 497 2 49.8 4,7 45.5
PHF 350 938 80 ss7 750 A67 ,917 893 .938 159 .583 155 .926 Z50 .801 -929 .962
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name LKEMAGR SAT
N/S: Main Street Site Code 04115588
EA/V:Graham Avenue Start Date 10/24/2015
Weather:Clear Page No 2
main)Street
Out In Total
1 318 , 201r 7519
74 120, 7
Right Thru Left
47 L,
Peak our Data
wi F-]
0
Im 4= -
North
2
Er Peak Hour Begins at 11:15 AM
2
Total Volume
0
Left Thru Ritqh�
165 170 7
2�1 342 : 5931
Out In Total
Peak Hour Analysis From 11:00 AM to 12:45 PM-Peak 1 of 1
Peaks Flour for Each Approach Begins at:
12'00 PM 12:00 PM 11 ODAM 12:00 PM
+0 mins. 5 29 23 57 2 3 2 7 41 43 2 86 30 5 39 74
+15 mins, 3 26 19 48 < 3 3 3 9 44 46 3 93 28 3 36 67
+30 mins, 2 22 14 38 3 4 5 12 35 33 2 70 31 4 29 64
+45 mins. 6 28 28 62 4 6 -3 13 44 56 0 100 46 2 32 79
Total Volume 16 105 84 205 12 16 13 41 164 178 7 349 134 14 136 284
%App.Total 7.8 51.2 41 29.3 39 313 47 51 2 47.2 4.9 47.9
PHF 1 .667 .905 .750 8127 750 667 650 188 .932 .795 .583 A73 872 .89 1 9
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name .'LKEMAHEAM
N/S: Main Street Site Code 04115588
ENV: Heald Avenue Start Date : 10/22/2015
Weather: Clear Page No y,1
Groups Printed-Total Volume
Main Street Heald Avenue Main Street Heald Avenue
Southbound Westbound Northbound Eastbound
Start Time Leff Thru Right App Total Left Thru Right App Total Left Thru Right, ,App.Total Left ,Thru Right ApP Total Int Total
07:00 AM 1 25 20 46 1 8 10 19 5 45 0 50 33 2 5 40 155
07:15 AM 9 33 26 68 3 12 6 21 5 35 0 40 31 5 9 45 174
07:30 AM 2 39 17 58 0 5 5 10 3 50 1 54 21 8 2 31rr 153
07:45 AM 1 37 12 50 1 12 1 14 5 43 0 48 21 7'' 4 3 144
Total 13 134 75 222 5 37 22 64 18 173 1 192 ' 106 22 20 148 626
08:00 AM 3 31 12 46 0 1 4 5 2 44 3 49 9 3 1 13 113
08:15 AM 1 17 14 32 2 3 2 7 2 34 4 40 10 0 3 13 92
08:30 AM ' 0 31 9 40 1 1 5 7 3 32 1 36 7 0 4 11 94
08:45 AM 2; 35 11 48 1 3, 4 8 4 35 1 40 12 2 4 18 114
Total 6 114 46 166 4 8 15 27 11 145 9 165 38 5 12 55 413
Grand Total 19 248 121 388 9 45 37 91 29 318 10 357 : 144 27 32 203 1039
Apprch% 4.9 63.9 31.2 9.9 49.5 40.7 8.1 89.1 2.8 70.9 13.3 15.8
Total% ' 1.8 23.9 11,6 37�3 0.9 4.3 3.6 8.8 2.8 30.6 1 34A 13.9 2.6 3.1 19.5
Main Street Heald Avenue Main Street Heald Avenue
ouch,bound Westbound Northbound Eastbound
Start Time Left ,Thru Right , app Total Left Thru Right Atp Total Left Thru Right App Tot
w; Left ;Thru Right App,Total inf Total
Peak Hour Analysis From 07:00 AM to 08`45 AM-Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07.00 AM
07:00 AM 1 25 20 46 1 8 10 19 : 5 45 0 50 33 2 5 40 ' 155
07:15 AM 9 33 26 68 3 12 6 21 5 35 0 40 31 5 9 45 174
07:30 AM 2 39 17 58 0 5 5 10 3 50 1 54 21 8 2 31 153
07A5 AM 1' 37' 12 50 1 12 1 14 6 43 0' 48 21 7 1132 1 144
Total Volume 13 134 75 222 5 37 22 64 18 173 1 192 106 22 20 148 626
%ApP,Total 5.9 60.4 33.8 7.8 57.8 34 4 9,4 90.1 0.5 71.6 149 13.5
PHF .361 859 .721 816 .417 .771 550 762 900 865 250 .88 .803 688 .556 .822 .899
Counts Unlimited
PC Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name t LKEMAHEAM
N/S: Main Street Site Code 04115588
E/W: Heald Avenue Start Date 10/22/2015
Weather: Clear Page No 2
Main 9177.1
Out In Total
301 222 523
75 134 13
Right Thru Left
J
Peak Hour Data
F 10
North
c 00
2 CL
I._
V Peak Hour Begins at 07;00 AM >
T
Total Volume
0
4
Left Thru Right
18, 173 1
, 192 11,361
Out In Total
Uaip W[Awl
Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1
Peak Hour for,Each Approach Begins at.
07.00 AM 07 00 AM W 00 AM 07:00 AM
+0 mins. 1 25 20 46 1 8 10 19 5 45 0 50 33 2 5 40
+15 mins. 9 33 26 68 3 12 6 21 5 35 0 40 31 5 9 46
+30 mins. 2 39 17 58 0 5 5 10 3 50 1 54 21 8 2 31
:t45 mins, 1 37 12 50 11 12 1 14 5 43 0 48 21 --7 A 32
Total Volume 13 134 75 222 5 37 22 64 18 173 1 192 106 22 20 148
%App.Total , 5.9 60.4 318 7.8 57.8 34.4 9,4 90,1 0,5 71,6 14,9 13,5
PHF 361 859 .721 Z16 .417 .771 550 .762 .900 .865 .250 .889 .803 688 ,556 .822
11
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name : LKEMAHEPM
N/S: Main Street Site Code 04115588
ENV: Heald Avenue Start Date ; 10/22/2015
Weather: Clear Page No :;1
Groups Printed-Total Volume
Main Street Heald Avenue Main Street Heald Avenue
Southbound Westbound Northbound Eastbound
Stark Time Left Thru Right 1 App TOW Left Thru Right App.Tttat Left Thru Right ;Apt Total Left Thru Right Apo Total Int.Total
04:00 PM 2 54 14 70 1 2 0 3 4 60 3 67 13 4 3 20 160
04:15 PM 7 43 13 63 4 2 2 8 2 54 3 59 'i 13 4 6 23 153
04:30 PM 8 47 8 63 3 2 2 7 5 60 1 66 12 6 2 20 156
0445'PM 6 - 72 13 91 -0 5 1 6 3 57 3 63 13-- 3 5 - 21 181
Total 23 216 48 287 8 11 5 24 14 231 10 255 51 17 16 84 650
05:00 PM- 3 46 11 60 5 5 4 14 3 86 4 93 18 3 4 25 192
05:15 PM 4 77 10 91 : 6 3 2 11 3 57 1 61 17 3 4 24 187
05:30 PM 6 65 8 79 3 6 6 15 I 5 73 1 79 12 5 3 20 193
05:45 PM 4_ 55 12 71 1 9 0 10 1 65 6_ 73 14 _ 1 4 19 ___ 173
Total 17 243 41 301 15 23 12 50 12 282 12 306 61 12 15 88 745
0 2
Grand Total 40 459 89 588 23 34 17 74 26 513 22 561 '1 112 29 31 172 1395
Apprch% 6.8 78.1 15A 31.1 45.9 23 4.6 91.4 3.9 I 65.1 16.9 18
/0 Total .9 32.9 6.4 42.2 1,6 2.4 1.2 5.3 1.9 36.8 1.6 40.2 8 2.1 2.2 12,3
Main Street Heald Avenue Main Street Heald Avenue
Souhbound Wastbt?uh'd Northbound Eastbound
Start Time Left Thru Right A®p Totai Left Thru Right App Taws Left Thru Right App Total ' Left Thru Right App,Tom ant Total
Peak Hour Analysis From 04 00 PM to 05:45 PM-Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 6 72 13 91 0 5 1 6 3 57 3 63 13 3 5 21i 181
05:00 PM iii 3 46 11 60 5 5 4 14 3 86 4 93 18 3 4 25 192
05:15 PM 4 77 10 91 6 3 2 11 3 57 1 61 17 3 4 24 187
05:30 PM 5 65___ 8 79 3 6 65 15 5 73 1_ 79 12 5 3 20 _______193
Total Volume 19 260 42 321 14 19 13 46 14 273 9 296 60 14 16 90 753
%App.TOO 5.9 81 13.1 30A 41.3 28,.3 4,7 92.2 3 66.7 15,6 17.8
PHF 792 844 .808 882 583 792 .542 ,767 100 194 .563 .796 .833 700- .800 900 .975
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name :LKEMAHEPM
N/S: Main Street Site Code 04115588
E/W: Heald Avenue Start Date `10/22/2015
Weather: Clear Page No ;;2
— Main Street out In Total
W 321 667
42 260 19
Right Thru bait
4 1
Peak Hour Data
Ifs
�J T �I
North
_► eak Hour Begins at tk °45 P
r
I r- r Cb
m
c> 1 -i
L
Left Thru Right
14 273 9
290 296 s
Out to Total
Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1
Peak Hour for Each Approach Begins at
04:45 PM 05 00 PM : 05:00 PM 04:30 PM
+0 mins; 6 72 13 91 5 5 4 14 3 86 4 93 12 6 2 20
+15 mins. " 3 46 11 60 6 3 2 11 3 57 1 61 13 3 5 21
+30 mins. 4 77 10 91 3 6 6 15 5 73 1 79 18 3 4 25 "
+45 mina, 6 65r_ 8 79 1 9 0 10 1 ___66 6_ 73 ___17 3 4 24
Total Volume 19 260 42 321 15 23 12 50 12 282 12 306 60 15 15 90
%App.Total 5.9 81 13.1 30 46 24 3.9 92.2 3.9 66.7 16.7 16.7
PHF 792 .844 .808- .882 .625 .639 .500 Z33 .600 .820 .500 .823 e833 625 750 mo
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name LKEMAHE SAT
N/S: Main Street Site Code 04115588
E/W: Heald Avenue Start Date 10/24/2015
Weather: Clear Page No 1
Groups Printed-Total Volume
Main Street Heald Avenue Main Street Heald Avenue
Southbound Westbound Northbound Eastbound
Start Time Left Thru Right App Total . Left Thru Right App Total Left Thru Right Apo Total ; Left Thru Right Apo Tatar , Int.Total `
11:00 AM 2 49 5 56 1 5 2 8 > 4 50 1 55 16 1 1 18 137
11:15 AM 5 47 6 58 3 4 6 13 1 69 5 75 11 4 1 16 162
11:30 AM 6 38 6 50 5 5 6 16 3 45 6 54 9 2 7 18 138
11'14-5 AM 7 36 6 49 1 4 4 9 3 76 3 82 4 _1 5 10 150`,
Total 20 170 23 213 10 18 18 46 11 240 15 266 40 8 14 62 587
12:00 PM - 4 48 7 59 5 1 6 12 4 51 5 60 8 1 5 14 145
12:15 PM ; 1 37 7 45 : 4 0 5 9 4 59 4 67 4 3 5 12 133
12:30 PM s 7 40 11 58 3 7 7 17 4 54 1 59 ', 10 2 5 17 151
1245 PM 7 41 7 55 7 5 7 19 5 74 3_ 82 15 _ 2 1 18 1741
Total 19 166 32 217 19 13 25 57 17 238 13 268 37 8 16 61 603
Grand Total 39 336 55 430 29 31 43 103 28 478 28 534 77 16 30 123 1190
Apprch% 9.1 78.1 12.8 28.2 30.1 41.7 5.2 89.5 5.2 62.6 13 24.4
Total% 3.3 28.2 4.6 36.1 2A 2.6 3.6 8.7 2.4 40.2 2.4 44.9 6.5 1.3 2.5 10.3
Main Street Heald Avenue Main Street Heald Avenue
Southbound Westbound Northbound Eastbound
Start Time Left Thru Right App.TQW Left Thru Right App Total Left Thru Right App rotas Left Thru Right Ant,Total Int.Total
Peak Hour Analysis From 11<00 AM to 12A5 PM-Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM
12:00 PM 4 48' 7` 59 5 1 6 12 4 51 5 60 8 1 5 14 ' 145
12:15 PM 1 37 7' 45 4 0 5 9 4 59 4 67 4 3 5 12 133
12:30 PM 7 40 11 58 f 3 7 7 17 4 54 1 59 10 2 5 17 151
12:45 PM 7_ 41 7 55 7' 5 7 19 5 74 3 82 15,__ 2 1 18 _ __174
Total Volume 19 166 32 217 19 13 25 57 17 238 13 268 37 8 16 61 603
%App,Total 8.8 76�5 14.7 33.3 22,8 43.9 6 8.ti 4.9 6t.7 13.1 26.2
PHF ,679 .865 727 A19 679 A64 A93 750 ,850 804 650 .817 .617 .667 800 847 .866
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name LKEMAHE SAT
N/S: Main Street Site Code :04115588
EMI: Heald Avenue Start Date 10/24/2015
Weather: Clear Page No 2
Wiath Street
Out In Total_
L 300 2117 { 517
32 166 19
Right Thru Left
Peak Hour Data
AL n,
0
J— North
- ► l5eak Hour begins at 12:00 M / c >
v'; O z Total Volume r
._ 1 ®s
24j_
Lett' Thru Might
17 238 13
g1 28,E 469
Out In Total
Peak Hour Analysis From 11:00 AM to 12:45 PM-Peak 1 of 1
Peak Hour for E'ach Approach Begins t: - -
12:00 PM 12 00 PM 11:15AM 11:00 AM
+0 mins. 4 48 7 59 ! 5 1 6 12 1 69 5 75 16 1 1 18
+15 rains, 1 37 7 45 ! 4 0 5 9 3 45 6 54 11 4 1 16
+30 mins. 7 40 11 58 ' 3 7 7 17 3 76 3 82 9 2 7 18
+45 mina. __7 41 7 - 55 7_ 5 7 ;19 4 51 5 60 4_ 1 5 _ 10
Total Volume 19 166 32 217 19 13 25 57 11 241 19 271 40 8 14 62
%App.-Total 8Z 76,5 14.7 33.3 22.8 43.9 41 88,9 7 64.5 12.9 ,22,6
PHF 679 .865 -.727 19 .679 .464 .893 .750 .688 793 .792- .826 .625 .500 -.500 .861
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name LKESHLAAM
N/S: Short Street Site Code sa 04115588
E/W: Lakeshore Drive Start Date '. 10/22/2015
Weather: Clear Page No ; 1
Croups Printed-Total Volume
Short Street Lakeshore Drive Lakeshore Drive
Southbound 'Westbound Eastbound
Start Time Left Right App.Total , Thru Right, App,Total Left Thru App,Total Int.Total
07:00 AM 37 0 37 0 77 77 0 13 13 127
07:15 AM 77 0 77 4 66 70 0 16 16 163
07:30 AM 74 0 74 3 69 72 0 10 10 156
07:45 AM 66 0 66 2 92 94 0 22 22 182
Total 254 0 254 9 304 313 0 61 61 628
08:00 AM 58 0 58 3 64 67 0 9 9 134
08:15 AM " 42 1 43 1 52 53 0 11 11 107
08:30 AM 44 0 44 1 54 55 < 1 6 7 106
08.45 AM -54 0 54 2 68 70 0 8 8 132
Total 198 1 199 7 238 245 1 34 35 479
Grand Total 452 1 453 16 542 558 1 95 96 1107
Apprch% i' 99.8 0.2 2.9 97.1 1' 99
Total% ? 40.8 0.1 40.9 1.4 49 50A OA 8.6 8.7
Short Street Lakeshore Drive Lakeshore Drive
Southbound Westbound r Eastbound
Start Time Left Right App-,Total Thru Right App3 Total Left Thru App,Total Int Total
Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 77 0 77 4 66 70 0 16 16 > 163
07:30 AM 74 0 74 3 69 72 0 10 10 156
07:45 AM-< 66 0 66 ' 2 92 94 0 22 22 182
0 :00 AM 58 0 58 3 64 0 9 91 134
Total Volume 275 0 275 12 291 303 0 57 57 635
%App Total' 10p 0 4 96 0 100
PHF' .893 000 893 750 .791 .806 .000 8 .648 .872
Counts Unlimited
PC Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name LKESHLAAM
N/S:Short Street Site Code 04115588
E/W: Lakeshore Drive Start Date 10/22/2015
Weather: Clear Page No 2
t Sri Street
Out in Total
2911 275 566i
0 275
Ri?ht Lett 4-4-
Peak Hour Data
Ak
a O
F- North
a Peals Hour Begins at 07 15 AM �
� F—
-� Total Volume ® 2
® na
r
Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1
Peak Hour for Each Approach,Bec ins,at:
07:15 AM 07:00 AM 07:00 AM
+0 mins_ 77 0 77 0 77 77 0 13 13
+15 mins. 74 0 74 4 66 70 0 16 16
+30 mins. 66 0 66 3 69 72 0 10 10
+45 mins. 58 0 58 2 92 94 0 22 22
Total Volume 275 0 275 9 304 313 —0 61 61
%®App.Total 100 0 2.9 97.1 0 100
PH ,993 000 .893 .563 .826 8312 MID .693 .69
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name LKESHLAPM
N/S:Short Street Site Code 04115588
ENV: Lakeshore Drive Start Date 10/22/2015
Weather:Clear Page No I
Groups Printed-Total Volume
Short Street Lakeshore Drive Lakeshore Drive
Southbound Westbound EastbounO
Start Time Left 'Riot App,Total Thru Right, App,Total Left Thru App.Total_ Int.Total
04:00 PM 75 0 75 r 10 104 114 0 22 22 211
04:15 PM 78 0 78 2 96 98 0 16 16 192
04:30 PM 86 0 86 7 97 104 0 20 20 210
04:45 PM 100 0 100 4 84 88 0 23 23 21,11,
Total 339 0 339 23 381 404 0 81 81 824
05:00 PM 90 0 90 7 105 112 0 19 19 221
05:15 PM 129 0 129 5 91 96 0 25 25 250
05:30 PM 116 0 116 i 6 106 112 0 31 31 259
05:45 PM 87 0 87 8 93 101 0 18 18 206
Total 422 0 422 26 396 421 0 93 93 936
Grand Total 761 0 761 49 776 825 0 174 174 1760
Apprch% 100 0 5.9 94.1 0 100
Total% 43.2 0 43.2 2.8 44.1 46.9 0 9.9 9.9
Short Street Lakeshore Drive Lakeshore Drive
Southbound Westbound Eastbound
Start Time Left Right� APP,Total, Thrull I Right p.Total App.. Left Thru App.Total Int.Total
Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 100 0 100 4 84 88 0 23 23 211
05:00 PM 90 0 90 7 105 112 0 19 19 221
05:15 PM 129 0 129 5 91 96 0 25 25 250
05�_310 PM1 . ....... 6 106 112 0 31 31 259
Total Volume 435 0 435 22 386 408 0 98 98 941
0$App,Total 100 0 5A 94,6 0 100
PHF .843 .000 .843 Y86 -9,10 ,911 '00,0 79 1 0 .790 .908
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name LKESHLAPM
N/S: Short Street Site Code 04115588
E/W: Lakeshore Drive Start Date 10/22/2015
Weather: Clear Page No :2
Short treat
Out In Total
386 436
0 435
Right Left
4 1 4
Peak Hour Data
A.
0
µ
North
Peak Hour Begins at 04:45 PM
M,2 40
Total Volume 2
r 0
Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1
Peak Hour for Each Approach Begins at:
04:45 PM 05:00 PM 04:45 PM
+0 mins, 100 0 100 7 105 112 0 23 23
+15 mins, 90 0 90 5 91 96 1 0 19 19
+30 mins, 129 0 129 6 106 112 0 25 25
+45 mins, 116 0 116 8 9 101 0 31 31
Total Volume 436 0 435 26 395 421 0 98 98
%App.Total 100 0 6,2 93,8 0 100
PHF .843 .000 .843 .8113 .932 940 '000 790 .790
Counts Unlimited
PO Box 117O
Corona,CA 92878
(951)208-6268
~ City or Lake Elsinore File Name LKEGMLAGAT
NXS:Short Street Site Code 04115588
` EM: Lakeshore Drive Start Date 1024/2015
� Weather: Clear Page No 1
Pro upsPrinleldl-I Total'Vollulme
Short Street Lakeshore Drive Lakeshore Drive
Southbound Westbound Eastbound
Start Time Left Right App.Total Th ru Right App.Total Left Thr,u App.Total Int,Total
' Grand Total 035 14 049 51 730 707 O 111 111 1547
ApprchY6 97.8 22 6.5 935 O 100
� �
To�|"&� 41 �9 42� 3�5 47�O �l8� O 7� 72�
Short Street Lakeshore Drive Lakeshore Drive
Start Time Left Right, App.Total Th ru Right App,Total Left Thru A p,Total, Int,Total
Peak Hour Analysis From 11:00 AM to 12:45 PM-Peak I of 1
Peak Hour for Entire Intersection
uuunm 90 3 93 ' 103 110
~�
`
-
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name LKESHLA SAT
N/S:Short Street Site Code "t 04115588
E/W: Lakeshore Drive Start Date=t 10/24/2015
Weather: Clear Page No ;2
Short 9troet Out In Total
1 357 334 691,,
328
Right Left 4-L®
eak Hour Data
o �0
Ll
a North
Peak Hour Begins at 12:00 R
a a� Total Volume 4 c
r
0 La o
Peak Hour Analysis From 11:00 AM to 12:45 PM-Peak 1 of 1
Peak Hour for Each Approach Begins at: -
12:00 PM 11:15 AM 12:00 PM
+0 mins. 90 3 93 3 93 96 0 15 15
+15 mins. 87 2 89 8 92 100 ' 0 13 13
+30 mins. 68 1 69 3 93 96 0 17 17
+45 mins. 83 0__ 83 7___ 108 110 0 18 18
Total Volume 328 6 334 21 381 402 0 63 63
%App.Total 98.2 1.8 5.2 94.8 0 100
PHF .911 .500 .898 .656 .925 914 .000 875 875
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name LKESPGRAM
N/S: Spring Street Site Code 04115588
E/W:Graham Avenue Start Date ' 10/22/2015
Weather: Clear Page No 1
Groups Printed-Total Volume
Spring Street Graham Avenue Spring Street Graham Avenue
Sorthbound Westbound Northbound Eastbound
Start Time Left Thru Right App Total Left Thru Right Apo Total Left Thru Right ;Sapp Total + Left Thru Fight App,Total int.Total
07:OO AM 5 14 25 44 ! 4 43 2 49 11 8 1 20 16 42 6 64 177
07:15 AM'i 3 18 13 34 4 53 4 61 10 7 2 19 17 57 7 81 195
07:30 AM'' 7 19 15 41 3 52 4 59 11 15 3 29 13 53 2 68 197
07.45 AM' 5_ 13.__ 23 41 2 39 2 43 13 22 3 38 ' 18 46 6 70 192
Total 20 64 76 160 13 187 12 212 45 52 9 106 64 198 21 283 761
08:00 AM' 6 21 20 47 5 51 4 60 11 10 1 22 17 41 7 65 194
08:15 AM ' 6 15 13 34 ! 3 40 5 48 12 9 4 25 ! 9 60 4 73 180
08:30 AM 2 19 12 33 4 42 8 54 '- 7 12 3 22 15 42 10 671 176
08A5 AM' 5 9__ 20 34 5 48 5 58 15 11 8 29 ! 13 35 4 52 ! 173
Total 19 64 65 148 17 181 22 220 45 42 11 98i 54 178 25 257 723
Grand Total 39 128 141 308 ! 30 368 34 432 90' 94 20 204 118 376 46 540 1484
Apprch%< 127 41.6 45.8 6.9 85.2 7.9 44.1 46.1 9.8 21;9 69,6 8.5
Total%`- 2 6 8 6 9.5 20.8 2 24.8 2.3 29.1 > 6.1 6.3 1.3 13.7 8 25 3 3;1 36A
Spring Street Graham Avenue Spring Street Graham Avenue
Southbound, Westbound Northbound Eastbound
Start Time Left Thru Right Aeta TOW left Thru Right App Total Left, Thru Right App Total ' Left Thru Right A jotot int Total
Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 3 18 13 34 4 53 4 61 10 7 2 19 17 57 7 81 195
07:30 AM 7 19 15 41 3 52 4 59 11 15 3 29 13 53 2 68 197
07:45 AM 5 13 23 41 2 39 2 43 13 22 3 38 '< 18 46 6 70 192
0&00 AM 6 21 20 47 6 51 4 60, 11 10 1 22 17 41 7 55 194
Total Volume ' 21 71 71 163 14 195 14 223 45 54 9 108 65 197 22 284 778
o App.Total 12.9 43.6 43.6 6.3 87.4 6,3 413 80 8 3 22,9 69A 7.7
PHF .750 ..845 .772 867 .700 .920 .875 .914 .86 .614 .780 .711 .903 , .864 786 .877 .987
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name :`LKESPGRAM
N/S: Spring Street Site Code 04115588
E/W:Graham Avenue Start Date 10/22/2015
Weather:Clear Page No 2
5prtirg treet
Out Its Total
133 163 296
71 fit 21,
Right -Mru Left
1—
Peak Hour Data
-61
- 1 ; aJ North s
cl w h
N - ► Peak Stour Begins at g ,15 APB 2 can ua t:
Total Volume
i
0�' r t+
1 � �
Left Thru Right
45 54 9
107 14s 31
Out In Total
Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1
Peak Hour for Each approach Begins at:
07:15 ARM 07:15 AM 07:30 AM 07:15 AM
+0 mins. 3 18 13 34` 4 53 4 61 11 15 3 29 17 57 7 81
+15 mins. 7 19 15 41 3 52 4 59 ' 13 22 3 38 13 53 2 68
+30 mins. 5 13 23 41 2 39 2 43 11 10 1 22 18 46 6 70
+45 mins. 6 21 20 47 5 51 4 60 12 9 4' 25' 17 41 7 65
Total Volume 21 71 71 153 14 195 14 223 47 56 11 114' 65 197 22 284
%App,Total 12.9 43.6 43,6 -- 3 7A .3 41.2 49A 9.6 22.9 9A 7.7
F-HF 750 845 772 867 700 _ ,920 .875 9114 .904 .636 .688 750 .903 .864 786 .877
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name :LKESPGRPM
N/S:Spring Street Site Code ;04115588
E/W:Graham Avenue Start Date 10/22/2015
Weather: Clear Page No 1
Groups Printed-Total Volume
Spring Street Graham Avenue Spring Street Graham Avenue
Southbound Westbound Northbound Eastbound ,
Start,Time Left Thru Right App T®tai Left Thru Right App Tpiai Left Thru Right App T,#M Left Thru RRight App Total Int.Total
04:00 PM 3 19 24 46 4 51 5 60 10 9 2 21 20 52 10 82 209
04:15 PM 2 14 19 35 2 63 9 74 14 9 1 24' 19 54 9 82 215
04:30 PM 7 24 21 52 :' 5 59 5 69 10 10 7 27 25 58 9 92 240
04:45 PM 1 28 25 54 1 53 5 59 ' 9 12 5 26 19 62 6 87 226
Total 13 85 89 187 12 226 24 262 43 40 15 98 83 226 34 343 890
05:00 PM 7 25 13 45 3 68 5 76 17 15 2 34 24 68 8 100 255
05:15 PM 5 25 14 44 1 55 4 60 9 11 3 23 > 15 56 9 80 207
05:30 PM''' 6 30 26 62 4 58 4 66 10 13 5 28 ' 14 65 4 83 239
05.45 PM 3_ 20 28 51 59 3 67 13 16 3 32 16 _ 60 6 82 232'
TotalT 21 100 81 202 13 240 16 269 49 55 13 iv69 249 27 345 933
Grand Total 34 185 170 389 25 466 40 531 92 95 28 215 > 152 475 61 688 1823
Apprch% 8.7 47.6 43.7 4.7 87.8 7,5 42.8 44.2 13 221 69 8.9
Total% 1.9 10.1 9.3 21.3 1.4 25.6 2,2 29.1 5 5.2 1.5 11.8 ` 8.3 26.1 3,3 37.7
Spring Street Graham Avenue Spring Street Graham Avenue
Southbdund Westbound Northbound Eastbound ,
Start Time Left Thru Right Aep rotas Left Thru Right App Total Left Thru Right App Totat Left Thru Right App Taaat int,Total
Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 2 14 19 35 2 63 9 74 14 9 1 24 19 54 9 82 215
04:30 PM ' 7 24 21 52 5 59 5 69 + 10 10 7 27 25 58 9 92 240
04:45 PM 1 28 25 54 1 53 5 59 : 9 12 5 26 19 62 6 87 226
05:00 PM 7 25 13 45 3 68 5 76 17 15 2 34 24 _ 68 8 100 255
Total Volume 17 91 78 186 11 243 24 278 50 46 15 111 87 242 32 361 936
%App.Total 9.1 48,9 41 4 87A 8„6 45 41A 1.3,5 24.1 67 8.9
PHIF .607 813 780 861 ,550 M3 .667 914 735 .767 536 .816 870 890 .889 .903 .918,,
Counts Unlimited
PC Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name LKESPGRPM
N/S: Spring Street Site Code 04115588
ENV:Graham Avenue Start Date 10/22/2015
Weather:Clear Page No 2
Out— In Total
157"! 186 343
78 al 17
Right Thru Left
Peak our Data
Mil
+
North G)
it
IDI N
M, 2
C4'=
Peak Hour Begins at 04:15 PM
T Total Volume "a
L 0
RL
PEI
Left Tbru Right
50, 46 15
134
Out in Total
Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1
Peak Hour f1prI.Eaph Approach Begins At:
04,45 PM 04:15 PM 05:00 PM 04:15 PM
+0 mins. 1 28 25 54 2 63 9 74 17 15 2 34 19 54 9 82
+15 mins. 7 25 13 45 5 59 5 69 9 11 3 23 25 58 9 92
+30 mins. 5 25 14 44 1 53 5 59 10 13 5 28 19 62 6 87
+45 mins, 6 30 26 62 3 68 5 76 13 16 3 32 24 68 8 100
Total Volume 19 108 78 205 11 243 24 278 - 49 55 13 117 87 242 32 361
%App.Total 9,3 52.7 38 4 87A 8,6 41 9 47 11.1 24.1 67 8.9
PHIF 679 .900 .750 827 .550 .893 �667 914 i .721 859 650 1601 870 .890 889, 9103
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name : LIKESPGR SAT
N/S:Spring Street Site Code ,04115588
E/W: Graham Avenue Start Date t 10/24/2015
Weather:Clear Page No 1
Groups Printed-Total Volume
Spring Street Graham Avenue Spring Street Graham Avenue
Southbound Westbound Northbound Eastbound
Start Time Left -Thru Right App,Tara)_ Left Thru Rig I ht App.Total Left Thru Right App,Total Left Thru, I Rig I ht App Total Ini,Total
11:00 AM 5 7 17 29 3 40 10 53 12 14 5 31 17 50 8 75 188
11:15 AM 3 12 20 35 3 55 10 68 12 13 3 28 15 64 5 84 215
11:30 AM 5 17 13 35 7 42 4 53 19 7 6 32 14 47 15 76 196
11 A5 AM 2 13 20 35 3 49 7 59 10 5 6 21 10 59 3 72 187
Total 15 49 70 134 16 186 31 233 1 1 1 53 3 1 9 20 112 56 220 31 307 786
12:00 PM 9 14 10 33 7 51 2 60 5 9 7 21 15 60 8 83 197
12:15 PM 1 7 18 26 1 44 5 50 20 5 2 27 11 54 6 71 174
12:30 PM 3 13 15 31 3 55 6 64 8 4 5 17 15 51 11 77 189
12:45 PM 7 20 21 48 5 61 9 75 20 12 1 33 14 61 8 83 239
Total 20 54 64 138 16 211 22 249 53 30 15 98 55 226 33 314 799
Grand Total 35 103 134 272 32 397 53 482 106 69 35 210 111 446 64 621 1585
Apprch% 12.9 37.9 49.3 6.6 82.4 11 1 50'5 32'9 16.7 17.9 71.8 10.3
Total% 2.2 6.5 8.5 1 T 2 2 25 3.3 30A 67 4.4 2.2 13.2 7 28,1 4 39.2
Spring Street Graham Avenue Spring Street Graham Avenue
Soothbound I Westbound Northbound --Eastbound
Start Time Left thru,_R- ight-,App Tow Left, Thru Right A v Total Left Thru Right App,Tow Left Thru Right App Talaa W.Total
Peak Hour Analysis From 11:00 AM to 12:45 PM-Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM
12:00 PM 9 14 10 33 7 51 2 60 5 9 7 21 15 60 8 83 197
12:15 PM 1 7 18 26 1 44 5 50 20 5 2 27 11 54 6 71 174
12:30 PM 3 13 15 31 3 55 6 64 8 4 5 17 15 51 11 77 189
12A5 PM 7 20 21 48 5 61 9 75 20 12 1 33 14 61 8 83 239
Total Volume 20 54 64 138 16 211 22 249 53 30 15 98 55 226 33 314 799
%Apo,Total 14.5 39.1 46.4 6.4 84.7 8.8 54.1 30.6 15.3 17,5 72 10.5
PHIF 556 675 .762 719 .571 .865 .611 830 663 Z25 .536 742 917 .926 760 .946 836
Counts Unlimited
PO Box 1178
Corona,CA 92878
(951)268-6268
City of Lake Elsinore File Name f LKESPGR SAT
N/S: Spring Street Site Code ;04115588
E/W:Graham Avenue Start Date „ 10/24/2015
Weather: Clear Page No 2
pnrii street
Out In Total
_1Of 136 2451
64 54 20
Right Thru" Left
® 1
Peak Hour Data
(D
�L` ! I��
J North
'L Peak Hour Begins at 12:00
;L Total Volurne r
o—i A x
Cy i o
a
T �'
L ett Thru. Riglnt,
53, 30 is
103 90 ,'o
Out In Total
Peak Hour Analysis From 11:00 AM to 12:45 PM-Peak 1 of 1
Peak flour for'Each Approach Begins at.
11 15 AM 12;00 PM 11:00 AM 11:15 AM
+0 mins: 3 12 20 35 7 51 2 60 12 14 5 31 15 64 5 84
+15 mins. 5 17 13 35 1 44 5 50 12 13 3 28 14 47 15 76
+30 mins. 2 13 20 35 3 55 6 64 19 7 6 32 10 59 3 72
45 mins. 9 14 __ 10 33 5 61 9 75 10 5 6 21 15 60 8 83 +
Total Volume 19 56 63 138 16 211 22 249 53 39 20 112 54 230 31 315
%App.Total 13.8 40,6 45.7 6 A 8 7 8-8 47-3 34.8 17.9 17.1 73 8,8
PHF .528 .824 - .7 8 986 571 .865 .611 .630 .697 MIS ,833 .875 .900 .898 .517 .938 i
Counts Unlimited, Inc Page 1
City of Lake Elsinore PC Box 1178
Lakeshore Drive Corona, CA 92878
B/Spring Street-Main Street Phone: 951-268-6268 LKELASPMA
24 Hour Directional Volume Count email: counts@countsunlimited.com Site Code:041-15588
Start 24-Oct-15 Northwestbound Hour Totals Southeastbound Hour Totals Combined Totals
Time, 'Salt, Morning Aftemqon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon
12:00 2 14 2 10
12:15 1 6 0 17
12:30 0 8 0 18
12:45 1 8 4 36 0 19 2 64 6 100
01:00 1 11 1 18
01:15 0 8 0 15
01:30 0 6 1 18
01:45 2 8 3 33 1 15 3 66 6 99
02:00 0 12 0 22
02:15 0 5 0 22
02:30 0 14 0 12
02:45 0 2 0 33 2 15 2 71 2 104
03:00 0 2 0 16
03:15 0 5 1 17
03:30 0 1 0 9
03:45 0 9 0 17 2 6 3 48 3 65
04:00 0 10 0 17
04:15 0 5 2 16
04:30 0 8 1 10
04:45 0 7 0 30 0 15 3 58 3 88
05:00 0 7 1 14
05:15 0 6 2 10
05:30 0 9 2 20
05:45 0 11 0 33 1 11 6 55 6 88
06:00 0 6 1 7
06:15 0 6 0 5
06:30 0 5 5 8
06:45 3 3 3 20 0 a 6 28 9 48
07:00 1 2 6 10
07:15 3 5 4 7
07:30 2 6 9 5
07:45 3 3 9 16 5 4 24 26 33 42
08:00 4 2 6 6
08:15 3 3 7 5
08:30 5 4 8 1
08:45 2 3 14 12 13 8 34 20 48 32
09:00 5 4 6 3
09:15 5 4 19 5
09:30 9 0 20 1
09:45 2 1 21 9 14 1 59 10 80 19
10:00 9 1 13 3
10:15 11 2 9 5
10:30 6 2 20 2
10:45 5 1 31 6 13 2 55 12 86 18
11:00 10 2 11 1
11:15 10 0 22 0
11:30 8 1 10 4
11:45 7 2 35 5 14 0 57 5 92 10
Total 120 250 120 250 254 463 254 463 374 713
Combined 370 370 717 717 1087
Total
AM Peak 11:00 - - 09:15 - - - - -
Vol, 35 - 66 -
P.H.F. 0.875 0.825
PM Peak - 01:45 - 01:30
Vol. - 39 - 77 gy
P.H.F. 0.696 0.875
Percentag 32.4% 67.6% 35.4% 64.6%
e
Counts Unlimited, Inc Page 2
City of Lake Elsinore PO Box 1178
Lakeshore Drive Corona, CA 92878
B/Spring Street-Main Street Phone: 951-268-6268 LKELASPMA
24 Hour Directional Volume Count email: counts@countsunlimited.com Site Code: 041-15588
Start 25-Oct-15 Northwestbound Hour Totals Southeastbound Hour Totals Combined Totals
Time Sun Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon
12:00., 0 9 1 10
12:15 0 5 1 11
12:30 0 7 0 21
12:45 0 3 0 24 0 13 2 55 2 79
01:00 2 9 0 10''
01:15 0 10 1 19'
01:30 1 6 0 18
01:45 0 4 3 29 0 13,• 1 60 4 89
02:00 0 2 0 11'
02:15 0 7 0 7i
02:30 0 8 1 20'
02:45 1 3 1 20 0 14' 1 52 2 72
03:00 0 2 0 20
03:15 1 8 1 8
03:30 0 9 1 13'
03:45 0 7 1 26 0 12' 2 53i 3 79
04:00 0 7 0 11
04:15 0 4 1 5'
04:30 0 4 0 13
04:45 0 2 0 17 1 71 2 36 2 53'
05:00 0 4 0 8'
05:15 0 5 0 5 r
05:30 0 7 1 5
05:45 2 7 2 23 1 6 2 24 '' 4 47
06:00 0 5 0 13
06:15 0 3 4 10
06:30 1 2 2 9,
06:45 1 4 2 14 r 3 9 9 41 11 55
07:00 0 6 3 3
07:15 0 2 4 6'
07:30 1 3 2 4
07:45 1 2 2 13 3 2 12 15 14 28
08:00 7 4 6 7 -
08:15 3 5 12 0
08:30 0 1 8 3
08:45 4 0 14 10 9 2 35 12 49 22
09:00 3 3 8 2
09:15 3 1 9 1
09:30 5 0 9 3
09:45 6 1 17 5 7 0 33 6 50 11
10:00 8 0 12 1
10:15 4 1 7 2
10:30 1 0 14 1
10:45 2 1 15 2 9 1 42 5 57 7
11:00 5 0 16 0`
11:15 12 0 11 0
11:30 8 0 15 0
11:45 7 2 'i 32 2 16 1 58 1 ! 90
Total 89 185 89 185 199 360 199 360 288 545
Combined 274 274 559 559 833
Tote I
AM Peak 11:00 - 11:00 -
Vol. 32 - 58 =
P.H.F. 0.667 0.906
PM Peak 03`:15 00:30 -, 4
Vol. 31 63
P.H.F, 0,775 0.750
Percentag 32.5% 67.5% 35.6% 64.4%
e
Counts Unlimited, Inc Page 3
City of Lake Elsinore PO Box 1178
Lakeshore Drive Corona, CA 92878
B/Spring Street-Main Street Phone: 951-268-6268 LKELASPMA
24 Hour Directional Volume Count email: counts@countsunlimited.com Site Code: 041-15588
Start 26-Oct-15 Northwestbound Hour Totals Southeastbound Hour Totals Combined Totals
Time Mon Morning Aftler'nop'n, Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon
12:00 0 7 0 17
12:15 1 6 1 17
12:30 0 8 0 16
12:45 0 5 1 26 1 22 2 72 3 98
01:00 1 3 0 16
01:15 0 11 0 16
01:30 0 10 0 20
01:45 0 9 1 33 0 20 0 72 1 105
02:00 1 6 0 15
02:15 0 5 0 18
02:30 1 10 1 10
02:45 1 13 3 34 0 19 1 62 4 96
03:00 0 3 1 16
03:15 0 8 0 17
03:30 0 6 1 10
03:45 0 7 0 24 0 19 2 62 2 86
04:00 0 6 0 18
04:15 1 4 0 24
04:30 1 10 0 17
04:45 3 3 5 23 1 20 1 79 6 102
05:00 2 6 0 16
05:15 0 2 0 26
05:30 2 6 2 19
05:45 0 4 4 18 4 14 6 75 10 93
06:00 1 4 8 14
06:15 0 5 7 10
06:30 2 1 7 9
06:45 2 5 5 15 8 8 30 41 35 56
07:00 4 3 9 5
07:15 1 1 15 7
07:30 3 4 15 3
07:45 4 0 12 8 13 4 52 19 64 27
08:00 2 3 10 4
08:15 1 1 6 2
08:30 5 1 8 2
08:45 9 1 17 6 10 4 34 12 51 18
09:00 2 3 19 3
09:15 6 0 9 0
09:30 2 0 18 0
09:45 7 0 17 3 7 3 C 53 6 70 9
10:00 4 1 11 0
10:15 3 0 11 2
10:30 4 1 10 0
10:45 4 0 15 2 19 1 51 3 66 5
11:00 8 1 19 0
11:15 6 1 11 1
11:30 10 0 15 2
11:45 7 1 31 3 10 2 55 5 86 8
Total ill 195 ill 195 287 508 287 508 398 703
Combined 306 306 795 795 1101
Total
AM Peak 11:00 - - 10:45 - - - - -
Vol- 31 - 64 -
P.KF 0.775 0.842
PM Peak - 0115 - 04:45
Vol. - 36 - 81
P,H.F. 0,818 0.779
Percentag 36.3% 63,7% 36.1% 63.9%
e
Counts Unlimited, Inc Page 4
City of Lake Elsinore PO Box 1178
Lakeshore Drive Corona, CA 92878
B/Spring Street-Main Street Phone: 951-268-6268 LKELASPMA
24 Hour Directional Volume Count email:counts@countsunlimited.com Site Code:041-15588
Start 27-Oct-15 Northwestbound- Hour Totals Southeastbound Hour Totals Combined Totals
Time Tue Morning Afternoon morning Afternoon morning Afternoon morning Afternoon Morning Afternoon
12:00, 1 5 0 13
12:15 0 9 0 16'
12:30 0 11 ' 0 18
12:45 0 5 1 30 0 13 0 60 1'' 90
01:00 1 11 0 15
01:15 0 9 0 19
01:30 0 10 0 12
01:45 0 4 1 34 1 18' 1' 64' 2 98
02:00 0 5 0 16
02:15 2 11 1 10
02:30 0 9 0 19
02:45 1 7 3 32 1 19 2 641 5 96
03:00 0 5 0 14
03:15 0 3 0 16
03:30 0 11 0 17;
03:45 0 2 0 21 0 19 0 66' 0 87
04:00 0 5 0 14
04:15 0 2 0 18
04:30 1 8 0 15'
04:45 1 7 2 22 1 28 1 75' 3 97
05:00 3 4 1 33I
05:15 0 4 ' 1 371
05:30 1 8 2 19
05:45 0 5 4 21 ' 1 12' 5 101 9 122
06:00 1 5 7 7'
06:15 0 3 0 121 '.
06:30 1 3 4 12
06:45 4 7 6 18 9 6' 20 37 26 55
07:00 3 2 8 9'
07:15 3 2 15 7 '-
07:30 5 5 17 3'
07:45 5 1 16 10 12 4 52 23 68 33
08:00 4 3 14 3'
08:15 3 3 7 1
08:30 10 1 e 3'
08:45 4 5 21 12 15 8';' 44 15 65 27
09:00 1 0 7 41
09:15 4 1 6 1'
09:30 4 1 8 2'
09:45 5 3 14 5 21 6' 42 13 56 18
10:00 8 2 9 1'
10:15 9 2 16 4' `
10:30 4 1 11 0
10:45 6 0 27 5 9 0' 45 5 72 10
11:00 6 0 16 1
11:15 10 0 16 0
11:30 6 0 9 0
11:45 4__ 0 26 ___ 0 17 ___ 0 58 1 84 1
Total 121 210 121 210 270 524 270 524 391 734
Combined 331 331 794 794 1125
Total
AM Peak - 10`45 07:15
Vol 28 58
P.H.F. 0.700 0.853
PM Peak - 00:15 04:45
Vol w 36 .; 117 R
P.H.F. 0;818 0.791
Percentag 36.6% 63.4% 34.0%Q 66.0%
e
ADT/AADT ADT 1,036 AADT 1,036
Counts Unlimited, Inc Page I
City of Lake Elsinore PO Box 1178
Lakeshore Drive Corona, CA 92878
NW/Spring Street Phone: 951-268-6268 LKELANWSP
24 Hour Directional Volume Count email: counts@countsunlimited.com Site Code:041-15588
Start 24-Oct-1 5 Northwestbound Hour Totals Southeastbound Hour Totals Combined Totals
Time sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon
12:00 0 2 0 2
12:15 2 3 2 3
12:30 0 3 0 2
12:45 0 0 2 8 0 0 2 7 4 15
01:00 0 3 0 3
01:15 2 3 1 3
01:30 0 1 0 2
01:45 0 3 2 10 0 2 1 10 3 20
02:00 0 4 0 4
02:15 0 3 0 2
02:30 0 1 0 0
02:45 0 2 0 10 0 2 0 8 0 18
03:00 0 0 0 2
03:15 0 1 0 2
03:30 0 1 0 1
03:45 0 0 0 2 0 0 0 5 0 7
04:00 1 2 0 2
04:15 0 4 0 5
04:30 0 2 0 1
04:45 0 0 1 8 0 0 0 8 1 16
05:00 0 3 0 0
05:15 0 1 0 1
05:30 0 4 0 3
05:45 0 1 0 9 0 1 0 5 0 14
06:00 0 5 0 6
06:15 0 4 0 3
06:30 0 1 0 3
06:45 0 0 0 10 0 1 0 13 0 23
07:00 0 0 0 0
07:15 0 1 0 1
07:30 0 1 0 1
07:45 1 0 1 2 1 0 f 1 2 2 4
08:00 0 0 0 0
08:15 2 2i 2 1
08:30 0 0 0 0
08:45 1 0 3 2 1 0 3 1 6 3
09:00 1 0 1 0
09:15 1 1 1 0
09:30 1 1 0 1
09:45 1 0 4 2 2 0 4 1 8 3
10:00 2 0 2 0
10:15 4 0 3 0
10:30 0 2 2 2
10:45 3 2 9 4 3 2 10 4 19 8
11:00 0 0 0 0
11:15 1 0 1 0
11:30 4 0 4 0
11:45 3 0 8 0 3 0 8 0 16 0
Total 30 67 30 67 29 64 29 64 59 131
Combined 97 97 93 93 190
Total
AM Peak 10:00 - - - 10:00 - - -
Vol. 9 10 - -
P.H.F. 0.563 0.833
PM Peak - 05:30 - 05:30 -
Vol. - 14 - 13 -
P.H.F 0.700 0,542
Percentag 30.9% 69.1% 31.2% 68.8%
e
Counts Unlimited, Inc Page 2
City of Lake Elsinore PO Box 1178
Lakeshore Drive Corona, CA 92878
NW/Spring Street Phone: 951-268-6268 LKELANWSP
24 Hour Directional Volume Count email: counts@countsunlimited.com Site Code:041-15588
Start 25-Oct-15 Northwestbound Hour Totals Southeastbound Hour Totals Combined Totals
Time Sun Morning, Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon
12:00 1 2 1 2
12:15 0 1 0 1
12:30 0 3 0 2
12:45 0 1 1" 7 0 1 1 6 2 13
01:00 0 1 0 0'
01:15 0 3 0 4'
01:30 0 4 0 4
01:45 0 1 0 9 0 2' 0 10 0 19
02:00 0 1 0 1'
02:15 0 4 0 4`
02:30 0 2 0 1'
02:45 0 6 0 12 0 2' 0 8 0 20
03:00 0 2 0 1
0315 0 1 0 1
0330 1 1 1 0
03A5 0 2 1` 6 0 3 1` 5 2 11
04i00 0 5 0 4
04:15 0 1 j 0 1
04:30 0 1 0 1
04:45 0 1 0 8 0 0 0 6 0 14'
05:00 0 2 0 1
05:15 0 3 0 4
05:30 0 1 0 0
05 45 0 2 0 8 0 3 0 8 0 16
06:00 0 2 0 0'
06:15 0 2 0 4
06:30 0 0 0 0'
06:45 1 0 1' 4 1 0 1' 4 2 8'
07:00 0 0 0 0
07:15 0 0 0 0''
07:30 0 2 > 0 2
07:45 0 2 0 4 0 2 = 0 4 0: 8
08:00 0 2 0 0
08:15 2 0 2 0'
08:30 0 0 i' 0 0
08:45 0 0 2 2 , 0 0 `- 2 0 4 2
09:00 1 1 ': 1 1
09:15 2 0 2 0
09:30 0 0 0 0'
09:45 4 0 7 1 1 0 4 1' : 11 2'
10:00 2 0 2 0
10:15 3 0 3 0
10:30 1 0 1 2
10:45 1 0` 7 0 'r 1 0 7' 2 14 2'
11:00 2 0 1 0
11:15 2 0 2 0 i
11:30 2 0 2 0
11:45 3 0 9 0 3 0 8 0 17 0'
Total 28 61 28 61 24 54 24 54 52 115
Combined 89 89 78 78 167
Total
AM Peak 09`:45 11:00
Vol. 10 8
P.H.F. 0.625 0.667
PM Peak _ 02:15 F, 01:15
Vol. - 13 _ 11 m
P.H.F. 0.650 0.688
Percentag 31.5% 68.5% 30.8% 69.2%
e
Counts Unlimited, Inc Page
City of Lake Elsinore PO Box 1178
�
Corona, CAA2878 Lakeshore Drive '
� NW/Spring Street phone: g51'208'O288 LKELANVV8P
24 Hour Directional Volume Count 'emaH: counta@uountoun|imited.onm Site Code: U41'15500
Start 26-Oct-1 5 Northwestbound Hour Totals Southeastbound Hour Totals Combined Totals
Time Mon Morning, Afternoon Morning Afternoon Morning Aftelmoon Mloming Afternoon Morning Afternoon
.. .
� v*o v 1
.-~~ ~ ~
�
`
~ ~' ~~ ~ `
vv0v u
� Combined
Total *3 43 42 42 85
AM Peak er 11:80 ~ - ^ 11:00 - - - - ~
Vol. - 8 - 7 -
� P.H.F. 0.500 0.583
PM Peak ~- ~ 03:45 03:45
Vol. _ - 8 - 0
P. OF 50U�H. � uums
�� percentag 34.9Q 65,1% 31.0% 69.0Y4
Counts Unlimited, Inc Page 4
City of Lake Elsinore PO Box 1178
Lakeshore Drive Corona, CA 92878
NW/Spring Street Phone: 951-268-6268 LKELANWSP
24 Hour Directional Volume Count email:counts@countsunlimited.com Site Code:041-15588
Start 27-Oct-15 Northwestbound Hour Totals Southeastbound Hour Totals Combined Totals
Time Tue Morning Afternoon Morfling Afternoon Morning Afternoon Morning Afternoon, f/iorning Afternoon
12:00 0 2 0 2
12:15 0 4 0 1
12:30 0 1 0 0
12:45 0 0 0 7 0 3 0 6 0 13 '
01:00 0 2 0 1
01:15 0 1 0 1
01:30 0 3 0 2
01:45 0 0 0 6 0 0 0 4 0 10
02:00 0 1 0 1
02:15 0 2 0 2
02:30 0 0 0 0
02:45 0 0 0 3 0 Ol 0` 3 0 6
03:00 0 0 0 0'
03:15 0 2 0 1`
03:30 0 1 0 1'
03:45 0 1 0 4 0 1`i 0' 3 0 7
04:00 0 1 0 1
04:15 0 0 0 0'"
04:30 0 0 0 2`
04:45 0 2 0 3 0 1 0' 4 0 7
05:00 0 1 0 1
05:15 0 0 0 0'
05:30 0 1 0 1
05:45 0 1 " 0 3 0 1 0 3 0 6
06:00 0 0 0 0'
06:15 0 1 0 1'
06:30 0 1 0 1)
06:45 0 0 0 2 0 0 0 2 0 4
07:00 0 1 0 1
07:15 1 0 1 0'
07:30 0 0 0 0'
07:45 0 0 1" 1 0 0' 1 1 2 2
08:00 1 0 0 0
08:15 0 0 0 0
08:30 0 2' 0 1
08:45 1 1 2 3 0 1 0` 2 2 5
09:00 1 0 2 0`
09:15 1 0 1 0`
09:30 0 0 0 0
09:45 1 0 3 0 1 0' 4, 0 7 0
10:00 1 0 1 0`
10:15 3 0 2 0`
10:30 0 0 0 0'
10:45 0 0 4 0 0 0 3 0 7 0
11:00 2 0 1 0'
11:15 2 0 2 0
11:30 1 0 1 0';
11:45 0_ 0 5 0 0 0'1 4 0 9 0
Total 15 32 15 32 12 28 12 28 27 60 '
Combined 47 47 40 40 87
Total
AM Peak 09:30 - 09:00 - -
Vol. 5 4
P.H.F. 0.417 0.500
PM Peak - w. 12:00 - - - 00:45
Vol. 7 7 -
P.H.F. 0.438 0.583
Percentag 31,9% 68.1% 30.0% 70.0%
e`
ADT/AADT ADT 132 AA&132
Counts Unlimited, Inc Page 1
City of Lake Elsinore PO Box 1178
Lakeshore Drive Corona, CA 92878
SE/Main Street Phone: 951-268-6268 LKELASEMA
24 Hour Directional Volume Count email: counts@countsunlimited.com Site Code: 041-15588
Start 24-Oct-1 5 Northwestbound Hour Totals Southeastbound Hour Totals Combined Totals
Time Sat Morning Afternoon Moming Afternoon _Morning Afternoon Morning Afternoon Morning Afternoon
12:00 22 91 6 84
12:15 11 87 8 94
12:30 4 101 3 104
12:45 6 76 43 355 6 99 23 381 66 736
01:00 4 88 8 90
01:15 7 89 4 104
01:30 5 85 5 117
01 A5 7 100 23 362 4 109 21 420 44 782
02:00 7 117 4 96
02:15 4 84 5 116
02:30 8 88 4 105
02:45 3 85 22 374 10 107 23 424 45 798
03:00 1 72 1 91
03:15 3 75 2 83
03:30 2 67 4 80
03A5 6 79 12 293 4 75 11 329 23 622
04:00 5 75 4 92
04:15 6 69 6 89
04:30 5 92 12 65
04:45 3 106 19 342 6 74 28 320 47 662
05.00 12 67 9 96
0515 10 67 16 81
05:30 14 70 18 89
05:45 14 119 50 323 9 77 52 343 102 666
WOO 17 69 11 78
06:15 19 70 24 79
06:30 26 79 21 61
0645 21 80 83 298 17 74 73 292 156 590
07-'00 31 63 28 58
0715 34 58 43 47
07,30 44 63 36 51
07:45 40 48 149 232 42 33 149 189 298 421
0800 49 46 47 40
08-15 48 28 51 45
08,30 59 51 57 27
08A5 54 45 210 170 68 42 223 154 433 324
09�00 62 40 75 51
09:15 43 39 95 36
09:30 73 32 81 31
09:45 67 28 245 139 65 20 316 138 561 277
10:00 94 36 83 32
10:15 83 36 77 36
10:30 88 43 86 21
10:45 101 32 366 147 92 14 338 103 704 250
11:00 94 16 96 16
11:15 87 31 93 10
11:30 107 19 75 21
11:45 91 25 379 91 87 13 351 60 730 151
Total 1601 3126 1601 3126 1608 3153 1608 3153 3209 6279
Combined
Total 4727 4727 4761 4761 9488
AM Peak 10:45 10:30 - - - - -
Vol. 389 - 367 - -
P,H.F. 0.909 0,956
PM Peak - 01:15 01:30 -
Vol. 391 438 -
P.H.F. 0.835 0.936
Percentag 33.9% 66.1% 33.8% 66.2%
e
Counts Unlimited, Inc Page 2
City of Lake Elsinore PO Box 1178
Lakeshore Drive Corona, CA 92878
SE/Main Street Phone: 951-268-6268 LKELASEMA
24 Hour Directional Volume Count email: counts@countsunlimited.com Site Code:041-15588
Start 25-Oct-15 Northwestbound Hour Totals Southeastbound Hour Totals Combined Totals
Time Sun Morning Afternoon Mooing Afternoon Morning Afternoon Morning Afternoon Morning ,Afternoon
12:00 20 93 7 89`
12:15 7 72 ' 10 103
12:30 14 95 5 105'
12:45 7 84 48 344 5 102I 27 399 75 743`
01:00 11 109' ' 14 86'
01:15 7 83 6 95'
01:30 6 85 4 86'
01:45 6 75 30 352 2 88' 26 355 56 707
02:00 9 88 3 71
02:15 2 81 3 74
02:30 3 107 6 75
02:45 7 91 21 367 5 85 17 305 38 672
03:00 2 84 4 76'
03:15 1 80 4 56
03:30 6 83 4 77
03:45 1 89 10 336 1 76 13 285 23 621
04:00 3 71 2 70
04:15 1 68 4 73
04:30 5 54 6 74
04:45 7 75 16 268 5 66 17 283 33 551
05:00 3 72 0 69
05:15 5 59 6 58
05:30 11 62 11 72
05:45 5 81 24 274 6 57 23 256 47 530
06:00 8 91 12 68
06:15 7 89 19 68
06:30 12 68 16 69-
06:45 18 57 45 305 24 57; 71 262 116 567
07:00 17 70 20 48
07:15 22 60 29 31
07:30 22 47 32 49,
07:45 42 52 103 229 32 35 113 163 216 392
08:00 34 44 64 31
08:15 50 41 73 29
08:30 32 37 51 30
08:45 48 53 164 175 46 28 234 118 398 293
09:00 43 32 46 29
09:15 41 25 47 19
09:30 37 23 64 15
09:45 60 31 ( 181 111 52 11 209 74 390 185
10:00 92 18 65 15
10:15 69 11 68 7
10:30 57 14 85 10':
10:45 84 12' 302 55 67 10'- 285 42 587 97
11:00 68 8 80 7'
11:15 98 5 88 3'
11:30 87 8 105 5'
11:45 88_ 9 341 30 88 8 361 23 702 53
Total 1285 2846 1285 2846 1396 2565 1396 2565 2681 5411
Combined 4131 4131 3961 3961' 8092
Total
AM Peak 11:00 - 11:00
Vol. 341 361
P.H,F. 0.870 0.860
PM Peak 00:30 12:00 m
Vol,: a 371 y 399 4,
P.H.F. 0.851 0.950
Percentag 31.1% 68.9%Q 35.2%® 64.8%®
e
Counts Unlimited, Inc Page 3
City of Lake Elsinore PO Box 1178
Lakeshore Drive Corona, CA 92878
SE/Main Street Phone: 951-268-6268 LKELASEMA
24 Hour Directional Volume Count email:counts@countsunlimited.com Site Code:041-15588
Start 26-Oct-15 Northwestbound Hour Totals Southeastbound Hour Totals Combined Totals
Time Mon Morning Afternoon Morning Afternoon Morning 'Afternoon Morning Afternoon Morning Afternoon
12:00 2 83 3 80
12:15 3 90 2 80
12:30 1 86 3 76
12:45 3 90 9 349 2 104< 10 340 19 689
01:00 3 94 4 90
01:15 5 110 0 88
01:30 4 119 3 89
01:45 3 86 15 409 1 96 8 363 23 772
02:00 4 100 3 89
02:15 1 104 4 67
02:30 3 103 1 96
02:45 2 95 10 402 3 98 11 350 21 752
03:00 1 112 8 95
03:15 3 101 1 88
03:30 7 87 2 90
03:45 7 83 18 383 5 90 16 363 34 746
04:00 11 83 4 109
04:15 5 108 5 105
04:30 13 115 6 112
04:45 19 74 48 380 6 112 21 438 69 818
05:00 24 97 6 132
05:15 16 87 15 118
05:30 23 88 17 116
05:45 24 98 87 370 32 100 70 466 157 836
06:00 26 101 33 93
06:15 37 100 26 84
06:30 55 54 41 64
06:45 77 74 195 329 46 69 146 310 341 639
07:00 66 69 79 59
07:15 78 66 91 38
07:30 69 48 87 38
07:45 59 57 272 240 70 42 327 177 599 417
08:00 64 41 68 40
08:15 54 32 53 26
08:30 54 33 62 33
08:45 70 26 242 132 71 35 254 134 496 266
09:00 76 30 84 24
09:15 64 29 68 21
09:30 55 20 76 21
09:45 77 16 272 95 71 17 299 83 571 178
10:00 67 23 71 10
10:15 83 19 77 11
10:30 73 12 77 18
10:45 81 4 304 58 91 18 316 57 620 115
11:00 79 11 85 8
11:15 94 7 87 5
11:30 87 11 94 8
11:45 91 71 351 36 68 6 334 27 685 63
Total 1823 3183 1823 3183 1812 3108 1812 3108 3635 6291
Combined 5006 5006 4920 4920 9926
Total
AM Peak - 11:00 10:45 - - - - -
Vol. - 351 357 - -
P.H.F. 0.934 0.949
PM Peak - - 01:15 - 04:45 -
Vol. 415 - 478 -
P.H.F. 0.872 0.905
Percentag 36A% 63.6% 36,8% 63.2%
e
Counts Unlimited, Inc Page 4
City of Lake Elsinore PO Box 1178
Lakeshore Drive Corona, CA 92878
SE/Main Street Phone: 951-268-6268 LKELASEMA
24 Hour Directional Volume Count email counts@countsunlimited.com Site Code: 041-15588
Start 27-Oct-15 Northwestbound Hour Totals Southeastbound Hour Totals Combined Totals
Time Tue Adorning . Afternoon, M rning Afternoon Morning fternoon Morning Afternoon Morning Afternoon
12:00 7 76 5 83
12:15 5 105 2 75
12:30 3 85 2 94'
12:45 5 97 20 363 3 71 12 323' 32 686
01:00 5 88 3 76
01:15 1 77 2 85`
01:30 3 106 2 83
01:45 3 82 12 353 4 92 11 336 23 689
02:00 0 97 2 99'
02:15 4 111 3 83 1
02:30 1 114 2 101
02:45 1 101 6 423 2 99' 9 362 15 805
03:00 3 108 1 79
03:15 3 88 1 85
03:30 4 101 1 88 1
03:45 7 103 17 400 2 81 5 333' 22 733'
04:00 12 89 0 101
04:15 7 70 4 119,
04:30 19 90 10 111
04:45 20 123 58 372 8 122- 22 4531 80 825
05:00 18 100 12 153
05:15 17 106 16 153
05:30 29 98 21 148
05:45 30 104 94 408 19 86' 68 540' 162 948
06:00 21 79 34 78
06:15 33 87 31 93'
06:30 59 68 29 76
06:45 66 80 179 314 50 74 144 321 323 635
07:00 88 74 77 53
07:15 71 49 87 51
07:30 65 48 : 101 44
07:45 74 69 298 240 : 77 58 342 206 640 446
08:00 47 89 59 40`
08:15 66 41 45 35
08:30 63 33 57 42-
08:45 66 42 242 205 68 41' 229 158' 471 363
09:00 57 31 49 30'
09:15 56 33 79 28'
09:30 69 35 76 26'
09:45 49 21 231 120 78 20 282 104' 513 224
10:00 75 20 64 17'
10:15 79 12 68 25'
10:30 62 14 72 4'
10:45 78 6 294 52 65 13 269 59' 563 111
11:00 98 10 82 5
11:15 80 6 74 4'
11:30 78 7 80 5
11A5' 81 7 337 _ 30 91_ 6 327 20 664 50
Total 1788 3280 1788 3280 1720 3235 1720 3235 3508 6515
Combined 5068 5068 4955 4955 10023
Tote I
AM Peak 11:00 - - 07:00 - - -
Vol. 337 - 342 -
P,H.F. Q860 0.847
PM Peak - 02`:15 04:45
Vol. w 434 576 m
P.H,F. 0.952 0.941
Percentag 35.3% 64,7%- 343% 65.3%
e
ADT/AADT ADT 9,382 AADT 9,382
Counts Unlimited, Inc Page
City of Lake Elsinore PO Box i178 `
� Main Street Corona, CA92878
� 8/Flint Street'Gouthbound Interstate 15Ramp ph»»» 951-268-6268 LKEMAFL15
24 Hour Directional Volume Count emei|: counts@cuuntsun|imded.00m Site Code: O41'1558O
Start 24-Oct-15 Northbound Hour Totals Southbound Hour Totals orn b ine d Totals
Time Sat Morning Afternoon Morning Afternoon Morning AftqmPon Morning Afternoon Morning Afternoon
��-
�
^ ^ 0*:45 19 no
- 05:15 23 84
06:1� __
� - ..~. .~ .~
mz30 no *v
09:00 _
".�
Combined 5525 5525 5593 5593 11118
Total
AM Peak ._ 10:45 ,_ - 1015 _ - _ _
Vol. - 374 354 -
� PH,F 0,964 0]51
~� PM Peak 00:45 = =` - 01:45
Vol. - 417 _ oou - - - -
p*.F. 0,95e 0,841
p*m*ntag 38. 61^2Y6 31.6% 68'4s6
*
"
Counts Unlimited, Inc Page 2
City of Lake Elsinore PO Box 1178
Main Street Corona, CA 92878
B/Flint Street-Southbound Interstate 15 Ramp Phone: 951-268-6268 LKEMAFLI5
24 Hour Directional Volume Count email: counts@countsunlimited.com Site Code: 041-15588
Start 25-Oct-15 Northbound Hour Totals Southbound Hour Totals Combined Totals
Time Sun Morning Afternoon Morning _Afternoon Morning Afternoon Morning Afternoon Morning Afternoon
12:00 17 68 27 73
12:15 20 97 24 54
12:30 12 71 26 77
12:45 14 101 63 337 20 87 97 291i ' 160 628
01:00 19 94 20 90
01:15 12 87 20 72
01:30 14 109 18 71
01:45 11 74 56 364 13 66 71 299 127 663`
02:00 9 76 17 69
02:15 9 64 9 80
02:30 7 89 12 67
02:45 5 67 30 296 13 101 51 317 81 613
03:00 7 84 7 67
03:15 10 67 10 72
03:30 9 65 11 64 1
03:45 12 79 38 295 1 12 72 40 275' 78 570
04:00 7 85 3 64
04:15 3 76 12 74
04:30 5 72 2 77
04:45 13 62 28 295 5 58 22 273' 50 568
05:00 5 59 10 62
05:15 15 76 7 74'
05:30 16 66 5 81
05:45 12 54 48 255 14 72 36 289' : 84 544
06:00 15 64 14 69
06:15 10 58 14 58
06:30 18 78 13 62
06:45 38 60 81 260 + 14 59` 55 248 136 508
07:00 28 52 26 69
07:15 21 49 25 64
07:30 36 48 23 54`
07:45 48 43 133 192 27 55 101 242 234 434
08:00 44 35 25 42
08:15 49 39 32 49'
08:30 60 38 35 47
08:45 44 33 197 145 54 39' ' 146 177 343 322
09:00 62 47 49 45'
09:15 51 34 50 48'
09:30 59 24 P 41 29'
09:45 61 23 233 128 56 23' 196 145 429 273
10:00 69 25 68 36'
10:15 72 24 86 48'
10:30 72 26 74 30
10:45 77 17 290 92 58 19 286 133 576 225
11:00 80 13 73 24
11:15 107 12 68 19'
11:30 92 16 58 12
11:45 85 9 364 50 85 12 284 67' 648 117
Total 1561 2709 1561 2709 1385 2756 1385 2756 2946 5465'
Combined 4270 4270 4141 4141 8411
Total
AM Peak 11:00 - 10:15
Vol. 364 291
P.H.F. 0.850 0.846
PM Peak 00:45 __ 00:30
Vol. - 391 - 326 -
P.H.F. 0.897 0.906
Percentag 36.6% 63.4% 33.4% 66.6%
e
Counts Unlimited, Inc Page 3
City of Lake Elsinore PO Box 1178
Main Street Corona, CA 92878
B/Flint Street-Southbound Interstate 15 Ramp Phone: 951-268-6268 LKEMAFL15
24 Hour Directional Volume Count email: counts@countsunlimited.com Site Code: 041-15588
Start 26-Oct-1 5 Northbound Hour Totals Southbound Hour Totals Combined Totals
Time Mon Morning Afternoon Morning Afternoon Morning Afternoon Morning 'Afternoon Morning Afternoon
12:00 17 118 20 84
12:15 7 96 14 77
12:30 8 99 16 93
12:45 6 99 38 412 1 6 109 56 363 94 775
01:00 1 121 8 90
01:15 6 91 8 117
01:30 7 90 5 108
01:45 9 119 23 421 2 112 23 427 46 848
02:00 1 118 4 94
02:15 6 138 8 102
02:30 10 123 6 106
02:45 11 88 28 467 4 153 22 455 50 922
03:00 10 115 4 ill
03:15 13 119 8 136
03:30 12 133 7 ill
03:45 16 106 51 473 11 1421 30 500 81 973
04:00 22 104 7 146
04:15 33 122 14 137
04:30 39 128 15 144
04:45 34 140 128 494 14 148 50 575 178 1069
05:00 53 133 21 144
05:15 59 135 24 158
05:30 66 147 47 161
05:45 69 93 247 508 57 1361 149 599 396 1107
06:00 77 81 38 124
06:15 78 81 49 110
06:30 93 73 58 107
06:45 107 62 355 297 96 92 241 433 596 730
07:00 156 71 110 70
07:15 124 69 192 85
07:30 122 57 148 66
07:45 99 43 501 240 150 52 600 273 1101 513
08:00 103 47 114 63
08:15 101 47 98 54
08:30 74 34 70 37
08:45 69 37 347 165 100 56 382 210 729 375
09:00 86 40 88 38
09:15 87 39 78 45
09:30 66 35 72 49
09:45 87 32 326 146 84 45 322 177 648 323
10:00 85 22 75 30
10:15 93 29 94 39
10:30 73 20 94 28
10:45 83 19 334 90 96 30 359 127 693 217
11:00 95 10 95 15
11:15 94 14 79 25
11:30 109 15 96 19
11:45 102 141 400 53 76 23 346 82 746 135
Total 2778 3766 2778 3766 2580 4221 25 160 4221 5358 7987
Combined 6544 6544 6801 6801 13345
Total
AM Peak 06:45 - - - 07:15 - µ - -
Vol, 509 - - 604
P.H.F. 0.816 0,786
PM Peak - 04:45 - - 04:45
VOL 555 - - 611
P.H.F. Ow944 0e949
Percentag 42.5% 57,5% 37.9% 621%
e
Counts Unlimited, Inc Page 4
City of Lake Elsinore PO Box 1178
Main Street Corona, CA 92878
B/Flint Street-Southbound Interstate 15 Ramp Phone: 951-268-6268 LKEMAFL15
24 Hour Directional Volume Count email counts@countsunlimited.com Site Code:041-15588
Start 27-Oct-15 Northbound Hour Totals Southbound Hour Totals Combined Totals
Time Tue Morning Afternoon Morning ;Afternoon Morning Afternoon, Moming Pafternoon Morning Afternoon
12:00 11 114 18 105
12:15 9 109 15 112
12:30 8 114 4 116
12:45 2 107 30 444 9 143 46 476 76 920
01:00 3 127 12 109
01:15 6 119 6 98
01:30 6 84 3 92
0145 4 113 19 443 3 116 24 415' 43 858
02:00 4 118 4 117
02:15 2 138 8 117
02:30 12 136 9 116
02:45 7 114 25 506 10 144 31 494' 1 56 1000
03:00 7 116 5 139
03:15 10 125 10 107
03:30 17 129 7 128
03:45 12 123 46 493 14 174 36 548' 82 1041
04:00 30 100 11 159
04:15 35 112 = 10 143
04:30 34 148 14 143
04:45 35 119 134 479 19 162 54 607 188 1086
05:00 45 153 22 171
05:15 66 134 29 202
05:30 62 168 40 154
05:45 85 123 258 578 58 142 149 669 407 1247
06:00 65 104 37 166
06:15 89 95 45 111
06:30 91 86 66 126
06:45 113 58 358 343 96 93 244 496: 602 839
07:00 164 61 132 99
07:15 139 67 189 89
07:30 122 68 168 77
07:45 112 68 537 264 152 62 641 327 1178 591
08:00 88 50 102 59
08:15 85 62 106 50
08:30 78 53 72 50
08:45 73 55 324 220 97 47 377 206 701 426
09:00 81 48 69 48
09:15 92 35 86 39
09:30 82 29 89 43
09:45 86 35 341 147 86 36 330 166 671 313
10:00 88 19 81 27
10:15 83 24 92 39`
10:30 73 18 80 34'
10:45 85 13 329 74 84 18' 337 118 666 192
11:00 94 10 82 33
11:15 98 18 100 21
11:30 94 6 84 23'
11:45 105 4 391 38 103 14 369 91' 760 129
Total 2792 4029 2792 4029 2638 4613 2638 4613 5430 8642
Combined 6821 6821 7251 7251 14072
Total
AM Peak 06:45 07:00 - - -
Vol 538 641
P.H.F. 0.820 0848
PM Peak -- 05:00 - 04:45
Vol. - 578 689 u
P,H.F. 0.860 0,853
Percentag 40.9% 59.1% 36.4% 616%
e
ADT/AADT ADT 11,736 AADT 11,736
Counts Unlimited, Inc Page 1
City of Lake Elsinore PO Box 1178
Main Street Corona, CA 92878
BI Heald Avenue-Graham Avenue Phone: 951-268-6268 LKEMAHEGR
24 Hour Directional Volume Count email: counts@countsunlimited.com Site Code: 041-15588
Start 24-Oct-1 5 Northbound Hour Totals Southbound Hour Totals Combined Totals
Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon
12:00 7 62 7 55
12:15 6 68 13 50
12:30 12 62 7 45
12:45 6 74 31 266 3 54 30 204 61 470
01:00 1 60 2 60
01:15 5 66 7 56
01:30 6 73 4 72
01:45 5 61 17 260 3 75 16 263 33 523
02:00 6 71 6 72
02:15 5 76 4 69
02:30 4 69 5 72
02:45 3 61 18 277 4 72 19 285 37 562
03:00 4 81 2 54
03:15 3 64 s 1 41
03:30 7 69 4 59
03,45 2 49 16 263 3 51 10 205 26 468
04:00 7 48 5 55
04:15 3 56 4 52
04:30 4 47 4 57
0445 9 64 23 215 4 55 17 219 40 434
05:00 9 67 5 57
05:15 4 53 4 66
05:30 13 53 8 54
05:45 13 58 39 231 4 46 21 223 60 454
06:00 17 68 12 68
06:15 13 72 6 43
06:30 16 42 17 55
06:45 28 47 74 229 14 43 49 209 123 438
07:00 23 49 11 52
07:15 28 29 14 36
07:30 29 36 22 33
07:45 33 32 113 146 23 26 70 147 183 293
08:00 44 31 35 29
08:15 38 30 34 21
08:30 37 28 36 21
08:45 46 32 165 121 29 21 134 92 299 213
09:00 41 48 35 28
09:15 59 32 44 17
09:30 59 23 40 21
09:45 59 25 218 128 42 9 161 75 379 203
10:00 52 28 48 18
10:15 70 16 57 17
10:30 66 26 61 14
10:45 67 20 255 90 45 20 211 69 466 159
11:00 68 22 53 13
11:15 80 10 51 11
11:30 73 15 53 8
11:45 80 16 301 63 47 7 204 39 505 102
Total 1270 2289 1270 2289 942 2030 942 2030 2212 4319
Combined 3559 3559 2972 2972 6531
Total
AM Peak 11:00 10:15 - - -
Vol. 301 - 216 -
P.H,F, 0,941 0.885
PM Peak 02:15 a - 01:30
Vol, 287 288
P,H,F� 0.886 0.960
Percentag 35,7% 64.3% 31.7% 68.3%
e
Counts Unlimited, Inc Page 2
City of Lake Elsinore PO Box 1178
Main Street Corona, CA 92878
B/Heald Avenue-Graham Avenue Phone: 951-268-6268 LKEMAHEGR
24 Hour Directional Volume Count email: counts@countsunlimited.com Site Code:041-15588
Start 25-Oct-15 Northbound Hour Totals Southbound Hour Totals Combined Totals
Time Sun Morning _ Afternoon Afternoon Morning Afternoon Morning Afternoon Morning Afternoon
12:00 4 51 6 49,
12:15 7 47 9 62
12:30 12 63 11 55
12:45 10 65 33 226 5 61 31 227 64 453
01:00 7 65 5 63
01:15 3 58 6 44
01:30 12 66 4 44
01:45 2 51 24 240 3 49 ' 18 2001 42 440
02:00 2 60 5 51
02:15 6 53 7 49
02:30 1 49 2 46
02:45 1 50 10 212 3 49 17 195 27 407
03:00 2 66 4 40
03:15 3 59 2 32
03:30 4 49 5 40
03:45 4 59 13 233 3 40 : 14 152 27 385'
04:00 1 59 1 38
04:15 2 52 5 44
04:30 1 45 4 36
04:45 4 43 8 199 2 45 12 163' 20 362`
05:00 4 55 3 33
05:15 3 53 2 53
05:30 2 48 0 45
05:45 6 40 - 15 196 5 58 10 189 25 385
WOO 3 49 6 40
06,15 7 46 4 37
06:30 11 65 5 46
06':45 15 46 36 206 7 38 22 161 58 367
07,00 10 37 10 39
07:15 15 51 8 29
0730 16 35 ! 9 20
07'45 21 29 62 152 13 36 40 124< ' 102 276
08:00 24 33 14 26
08:15 19 21 24 25
08:30 36 29 20 23
08:+45 34 29 113 112 25 24 83 98' 196 210
09,00 35 27 22 15
0915 31 19 26 26'
09:30 37 14 ` 25 12
09:45 33 20 136 80 31 13 104 66 240 146'
10:00 49 22 33 15
10:15 59 22 42 12
10:30 60 12 46 6'
10:45 44 6 212 62 47 9> 168 42 380 104'
11:00 53 6 60 8'
11:15 72 9 54 5
11:30 71 7 57 3
11:45, 67 0 263---- 22 60 4 231 20 4+94 42
Total 925 1940 925 1940 750 1637 750 1637 1675 3577
Combined 2865 2865 2387 2387 5252
Total
AM Peak - 11:00 - - 11:00 - -
Vol„ 263 m 231 P.H.F. 0.913 0.963
PM Peak - - 00:45 00:15
Vol, W_ - 254 M 241 a
P.H.F. 0;962 0.956
Percentag 32.3% 67.7% 31.4% 68.6%
e
Counts Unlimited, Inc Page 3
City of Lake Elsinore PO Box 1178
Main Street Corona, CA 92878
B/Heald Avenue-Graham Avenue Phone: 951-268-6268 LKEMAHEGR
24 Hour Directional Volume Count email: counts@countsunlimited.com Site Code: 041-15588
Start 26-Oct-1 5 Northbound Hour Totals Southbound Hour Totals Combined Totals
Time Mon Morning Afternoon Morning ,Afternoon Morning Afternoon Morning Afternoon Morning Afternoon
12:00 3 77 5 54
12:15 3 59 2 47
12:30 9 62 4 36
12:45 1 65 16 263 1 451 12 182 28 445
01:00 1 59 1 49
01:15 1 61 1 41
01:30 2 69 3 53
01:45 7 80 11 269 3 51 8 194 19 463
02:00 3 78 1 44
02:15 4 82 3 39
02:30 2 67 2 50
02:45 3 54 12 281 1 42 7 175 19 456
03:00 3 74 1 53
03:15 2 62 2 43
03:30 0 74 3 48
03:45 5 62 10 272 0 48 6 192 16 464
04:00 6 54 5 63
04:15 9 67 2 58
04:30 6 71 2 59
04:45 6 85 27 277 4 53 13 233 40 510
05:00 20 86 12 49
05:15 11 72 4 64
05:30 20 79 10 59
05:45 28 64 79 301 8 79 34 251 113 552
06:00 23 63 9 56
06:15 26 64 9 40
06:30 22 62 15 50
06:45 34 39 105 228 21 42 54 188 159 416
07:00 40 42 30 29
07:15 39 56 48 34
07:30 53 45 39 32
07:45 50 34 182 177 41 28 158 123 340 300
08:00 54 26 28 35
08:15 45 34 27 26
08:30 43 15 16 18
08:45 35 16 177 91 30 23 101 102 278 193
09:00 43 29 34 22
09:15 52 20 40 21
09:30 51 29 32 19
09:45 49 20 195 98 40 22 146 84 341 182
10:00 63 9 37 12
10:15 48 17 43 11
10:30 52 15 39 9
10:45 49 11 212 52 56 10 175 42 387 94
11:00 66 10 52 7
11:15 60 6 39 8
11:30 79 8 57 7
11:45 68 7 273 31 44 6 1192 28 465 59
Total 1299 2340 1299 2340 906 1794 906 1794 2205 4134
Combined 3639 3639 2700 2700 6339
Total
AM Peak 11:00 - - w 10:45 - - - - -
Vol. 273 - 204
P,H.F. 0.864 0,895
PM Peak - 04:45 ti - 05:15
Vol. - 322 - 258
P.H.F. 0:936 0,816
Percentag 35.7% 64,3% 33,6% 66.4%
e
Counts Unlimited, Inc Page
City of Lake Elsinore PO Box 1178
Main Street Corona, CA 92878
B/Heald Avenue-Graham Avenue Phone: 951-268-6268 LKEMAHEGR
24 Hour Directional Volume Count email: counts@countsunlimited.com Site Code: 041-15588
Start 27-Oct-15 Northbound Hour Totals Southbound Hour Totals Combined Totals
Time Tue Morning _ Afternoon Morning ;Afternoon Morning Afternoon Morning Afternoon Morning Afternoon
12:00 6 61 5 47
12:15 3 81 3 55
12:30 1 68 1 43
12:45 4 60 14 270 1 65 10 210 24 480
01:00 3 67 2 42
01:15 3 70 2 47
01:30 4 50 1 43
01:45 3 64 13 251 1 61 6 193 19 444
02:00 2 62 1 48
02:15 1 59 3 53
02:30 2 84 5 43
02:45 3 82 8 287 0 55 9 199 17 486
03:00 2 69 0 56
03:15 4 83 2 47
03:30 7 71 0 47
03:45 4 58 ' 17 281 4 58 6 208 r 23 489
04:00 7 75 2 64
04:15 12 69 0 69
04:30 6 76 3 54
04:45 10 78 35 298 5 72 10 259 '' 45 557
05:00 13 101 9 74
05:15 12 88 7 84
05:30 13 91 3 68
05:45 26 78 64 358 13 72 32 298 96 656
06:00 22 66 11 52
06:15 18 64 8 54
06:30 37 78 18 55
06:45 31 50 108 258 26 51 63 212 171 470
07:00 42 58 23 42
07:15 56 47 38 48
07:30 50 57 36 31
07:45 42 31 190 193 46 23 143 144 333 337
08:00 36 40 25 33
08:15 48 37 22 25
08:30 43 25 23 24
08:45 50 28 177 130 31 25 101 107 278 237
09:00 37 '34 29 18
09:15 40 15 36 20
09:30 39 21 50 21
09:45 50 27 166 97 33 10 148 69 314 166
10:00 55 8 39 8
10:15 50 14 '- 35 14
10:30 54 9 39 14
10:45 56 8 215 39 42 6 155 42 370 81
11:00 73 4 36 13
11:15 65 6 47 5
11:30 69 7 51 6
11A5 56 - 3 263 20 65 2 199 26 462 46
Total 1270 2482 1276 2482 882 1967 882 1967 2152 4449'
Combined 3752 3752 2849 2849 6601
Total
AM Peak 10:45 11:00 m -
Vol. 263 199
P H.F. 0.901 0.765
PM Peak 04:45 - - - 04`:45
Vol. r 358 298
P.H.F. 0,886 0,887
Percentag 33.8% 66.2% 310% 69.0%
e
ADT/AADT ADT 6,181 AADT 6,181
Counts Unlimited, Inc Page 1
City of Lake Elsinore PO Box 1178
Main Street Corona, CA 92878
B/Limited Street-Library Street Phone: 951-268-6268 LKEMALILI
24 Hour Directional Volume Count email:counts@countsunlimited.com Site Code:041-15588
Start 24-Oct-15 Northbound Hour Totals Southbound Hour Totals Combined Totals
Time Salt Morning Afternoon Morning Aftelmoon, Morning Afternoon Morning Afternoon Morning Afternoon
12:00 17 90 12 80
12:15 6 78 11 80
12:30 5 85 5 84
12:45 3 78 31 331 10 84 38 328 69 659
01:00 2 80 8 88
0115 7 92 8 90
0130 2 81 5 109
01:45 3 86 14 339 6 95 27 382 41 721
02:00 3 106 7 87
02:15 5 95 8 89
02:30 4 89 8 98
02:45 3 89 15 379 6 97 29 371 44 750
03:00 1 72 3 61
03:15 0 73 3 76
03:30 1 74 4 72
03:45 4 69 6 288 4 70 14 279 20 567
04:00 3 81 8 84
04:15 4 62 6 76
04:30 3 89 12 62
04:45 5 99 15 331 8 61 34 283 49 614
05:00 5 67 14 88
05:15 5 77 20 78
05:30 7 63 23 72
05:45 6 103 23 310i 21 80 78 318 101 628
06:00 11 67 19 72
06:15 8 75 26 81
06:30 12 77 37 53
06:45 13 74 44 293 28 67 110 273 154 566
07:00 18 65 35 59
07:15 21 58 51 38
07:30 26 55 47 47
07:45 26 43 91 221 58 38 191 182 282 403
08:00 38 47 53 32
08:15 33 30 50 44
08:30 46 34 61 28
08:45 52 55 169 166 67 31 231 135 400 301
09:00 53 35 69 47
09:15 37 40 89 37
09:30 63 33 58 30
09:45 61 32 214 140 64 22 280 136 494 276
10:00 78 38 84 31
10:15 79 27 72 33
10:30 75 38 74 25
10:45 89 32 321 135 88 18 318 107 639 242
11:00 100 19 84 20
11:15 77 28 74 15
11:30 96 14 71 18
11"45 as 22 358 83 87 18 3116 71 61714, 154
Tota 1 1301 3016 1301 3016 1666 2865 1666 2865 2967 5881
Combined 4317 4317 4531 4531 8848
Total
AM Peak 10:45 - - - 10:30 - - - -
Vol. 362 320 -
P.H.F. 0.905 0,909
PM Peak - 02:00 - 01:00
Vol. - 379 - 382
P.H.F. 0.894 0.876
Percentag 30.1% 69.9% 36.8% 63.2%
a
Counts Unlimited, Inc Paget
City of Lake Elsinore PO Box 1178
Main Street Corona, CA 92878
B/Limited Street-Library Street Phone: 951-268-6268 LKEMALILI
24 Hour Directional Volume Count email: counts@countsunlimited.com Site Code: 041-15588
Start 25-Oct-15 Northbound Hour Totals Southbound Hour Totals Combined Totals
Time Sun owing Afternoon Moming Afternoon Morning, Afternoon Morning Afternoon Morning Afternoon
12:00 17 87 8 77
12:15 9 82 11 95
12:30 12 88 6 90
12:45 5 93 43 350 6 103 31 365 74 715'
01:00 10 89 14 85
01:15 8 105 10 80
01:30 4 86 5 62
01:45 5 73 27 353 4 80 33 307 60 660
02:00 8 88 5 64
02:15 0 87 3 72
02:30 1 89 "" 7 65
02:45 6 96 15 360 6 75 21 276 36 636
03:00 3 83 5 58
03:15 2 76 4 46
03:30 2 90 6 64
03:45 1 87 8 336 2 65 17 233 25 569'
04:00 1 82 4 55
04:15 1 64 1 68
04:30 1 65 11 66
04:45 5 65 8 276 5 54 21 243 29 519''
05:00 3 82 2 65
05:15 4 55 6 58
05:30 10 68 14 79
05:45 4 69 21 274 7 46 29 248 50 522
06:00 7 89 13 60
06:15 1 96 18 64
06:30 9 70 17 60
06:45 12 48 29 303 26 55 74 239 103 542
07:00 19 70 21 44
07:15 16 64 30 33
07:30 16 48 30 51
07:45 33 44 84 226 36 30 117 158 201 384'I
08:00 28 45 62 34
08:15 42 38 68 33
08:30 26 39 56 31
08:45 45 54 141 176 46 32 232 130 373 306
09:00 43 29 48 24 +
09:15 38 19 41 26
09:30 35 20 60 17
09:45 55 26 171 94 64 10 213 77 384 171
10:00 77 24 55 17
10:15 77 10 67 12
10:30 62 11 76 10
10:45 77 8 293 53 > 66 16 264 55' 557 108
11:00 72 4 71 9
11:15 82 8 80 4
11:30 98 5 93 6
11:45 73 5 35 22 78 11 322 30 87 52
Total 1165 2823 1165 2823 1374 2361 1374 2361 2539 5184
Combined 3988 3988 3735 3735 7723
Total
AM Peak 10:45 -: - 11:00 y:, b ,-
Vol. 329 322
P.H.F. 0.839 0.866
PM Peak -' - 00:30 - 00:15 -'
Vol. - 375 A a, 373 4
P.H.F. 0.893 0.905
Percentag 29.2% 70.8% 36.8%Q 63.2%
e
Counts Unlimited, Inc Page 3
City of Lake Elsinore PO Box 1178
Main Street Corona, CA 92878
B/Limited Street-Library Street Phone: 951-268-6268 LKEMALILI
24 Hour Directional Volume Count email:counts@countsunlimited.com Site Code: 041-15588
Start 26-Oct-15 Northbound Hour Totals Southbound Hour Totals Combined Totals
Time Mon Morning, Afternoon Morning Afternoon Morning, Afternoon Morning Afternoon Morning Afternoon
12:00 3 77 4 66
12:15 2 89 3 63
12:30 2 75 2 60
12:45 4 95 11 336 2 82 11 271 22 607
01:00 1 92 4 75
01:15 5 98 1 66
01:30 3 118 5 70
01:45 2 92 11 400 1 80 11 291 22 691
02:00 4 91 4 74
02:15 1 98 4 53
02:30 1 98 2 88
02:45 1 81 7 368 2 83 12 298 19 666
03:00 2 117 7 75
03:15 2 94 3 89
03:30 3 100 4 79
03:45 4 73 11 384 8 73 22 316 33 700
04:00 8 90 11 76
04:15 1 102 6 96
04:30 8 ill 10 80
04:45 13 90 30 393 17 102 is 44 354 74 747
05:00 11 87 19 110
05:15 10 93 18 97
05:30 12 90 26 100
05:45 16 91 49 361 35 95 98 402 147 763
06:00 11 103 40 82
06:15 27 101 27 75
06:30 29 59 47 63
06:45 58 68 125 331 50 64 164 284 289 615
07:00 56 71 84 59
07:15 60 56 88 39
07:30 52 50 97 37
07:45 47 54 215 231 73 36 342 171 557 402
08:00 50 35 74 40
08:15 39 36 53 35
08:30 50 29 59 26
08:45 58 26 197 126 s 68 35 254 136 451 262
09:00 65 28 63 29
09:15 65 21 62 23
09:30 54 26 70 21
09:45 69 14 253 89 62 18 257 91 510 180
10:00 70 21 67 12
10:15 75 21 63 10
10:30 79 12 72 18
10:45 75 3 299 57 70 18 272 58 571 115
11:00 78 12 69 11
11:15 92 5 81 10
11:30 84 8 86 7
11:45 92 5 346 30, 65 7 301 351 647 65
Total 1554 3106 1554 3106 1788 2707 1788 2707 3342 5813
Combined 4660 4660 4495 4495 9155
Total
AM Peak 11:00 - - 07:00 - - - - -
Vol. 346 342 -
RH.F 0.940 0.881
PM Peak 00:45 - 04:45
VOL - 403 - 409
P.H.F. 0.854 0.930
Percentag 33.3% 66,7% 39.8% 60.2%
e
Counts Unlimited, Inc Page 4
City of Lake Elsinore PO Box 1178
Main Street Corona, CA 92878
B/Limited Street-Library Street Phone: 951-268-6268 LKEMALILI
24 Hour Directional Volume Count email: counts@countsunlimited.com Site Code: 041-15588
Start 0 c t 15 Northbound Hour Totals So uthbound Hour Totals Combined Totals
Time Tue Morning Afternoon Morning Afternoon Morning- Afternoon Morning Afternoon Morning Afternoon
12:00 6 81 6 74
12:15 5 95 i 2 63
12:30 0 78 2 77
12:45 5 97 16 351 4 67 14 281 30 632
01:00 5 89 5 66
01:15 1 71 2 77
01:30 2 99 3 68
01:45 1 82 9 341 4 83 14 294 23 635
02:00 0 92 2 84
02:15 2 108 4 77
02:30 1 108 2 82
02A5 0 110 3 418 0 78 8 321 11 739
03,00 1 107 2 65
03:15 2 89 1 66
03:30 1 86 7 79
0345 3 106 7 388 8 69 18 279 25 667
04:00 5 88 8 83
04:15 6 80 9 104
04:30 9 85 16 91
04:45 16 108 36 361 17 102 50 380 86 741
05:00 10 118 18 116
05:15 9 117 21 123
05:30 19 82 31 122
05A5 22 99 >s 60 416 27 91 97 4511 157 867
06:00 20 82 32 72
06:15 19 87 41 89
06:30 41 70 40 66
06:45 50 68 130 307 48 73 161 300 291 607
07:00 67 77 92 50
07:15 59 50 97 46
07:30 52 40 101 37
07:45 63 55 241 222 83 63 373 196 614 418
08:00 37 94 60 40
08:15 49 46 54 35
08:30 38 35 58 39
08:45 72 36 196 211 51 38 223 152i 419 363
09:00 58 32 50 36
09:15 58 33 65 23
09:30 65 33 68 26
09:45 51 18 232 116 62 19 245 104L 477 220
10:00 61 18 58 16
10:15 81 10 62 21
10:30 56 13 58 12
10:45 78 6 276 47 58 10 236 59 512 106
11:00 95 8 74 9
11:15 70 8 75 6
11:30 82 5 70 5
11:45 74 7 321 28 86 7 305 27 626 55
Total 1527 3206 1527 3206 1744 2844 1744 2844 3271 6050
Combined 4733 4733 4588 4588 9321
Total
AM Peak 10:45 - - 07:00 - - -
Vol, 325 W 373 -
P.H.F. O,855 0.923
PM Peak 02:15 - 04:45
Vol. 433 - 462
P.H.F. 0.984 0.939
Percentag 32.3% 67.7% 38.0% 62.0%
e
ADT/AADT ADT 8,762 AADT 8,762
PPKOACORPORATION
PLANNING & ENGINEERING
APPENDIX C
Level of Service Worksheets — Existing Conditions
Prepared for MEBO Property Development Appendices
Traffic Impact Study—Lakeshore Town Center in Lake Elsinore JB31054
January 29, 2016
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TION
A
PLANNING& ENGINEERING
APPENDIX
Level of Service Worksheets— Existing plus Project Conditions
Prepared for MEBO Property Development Appendices
Traffic Impact Study—Lakeshore Town Center in Lake Elsinore JB31054
January 29, 2016
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KOA CORPORATION
PLANNING & ENGINEERING
APPENDIX E
Level of Service Worksheets— Future Pre-Project Conditions
Prepared for MEBO Property Development Appendices
Traffic Impact Study—Lakeshore Town Center in Lake Elsinore JB31054
January 29, 2016
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PLANNING & ENGINEERING
APPENDIXF
Level of Service Worksheets— Future Post-Project Conditions
Prepared for MEBO Property Development Appendices
Traffic Impact Study—Lakeshore Town Center in Lake Elsinore JB31054
January 29, 2016
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KOA CORPORATION
PLANNING & ENGINEERING
APPENDIX
Signal Warrant Analysis Worksheets
Prepared for MEBO Property Development Appendices
Traffic Impact Study—Lakeshore Town Center in Lake Elsinore JB31054
January 29, 2016
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PRKOA CORPORATION
PLANNING & ENGINEERING
APPENDIX
Level of Service Worksheets- Existing/ Future plus-Project
plus-Mitigation Conditions
Prepared for MEBO Property Development Appendices
Traffic Impact Study—Lakeshore Town Center in Lake Elsinore JB31054
January 29, 2016
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