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PM Conformity Hot Spot Analysis – Project Summary for Interagency Consultation
Version 5.0 February 26, 2013
RTIP ID# (required) RIV111203 TCWG Consideration Date May 23, 2017
Project Description (clearly describe project) The City of Lake Elsinore (City), in cooperation with Caltrans District 8, proposes to replace and realign the Temescal Canyon Road Bridge (Bridge No. 56C0050) over the Temescal Wash, which is located 0.42 mile west of Lake Street. The proposed bridge is 98-feet wide (with a curb-to-curb width of 80 feet), 306 feet long, and a structure depth of 5 feet. The bridge will be striped with a 14-foot painted median, two 12-foot inside lanes, two 15-foot outside lanes, two 6-foot shoulders that can accommodate a Class II bike lane, and two 6-foot sidewalks separated from vehicular traffic with a concrete barrier. Alternative 1. No Build Alternative. Alternative 2. Replace and realign the 2-lane Temescal Canyon Road Bridge with two 12-foot inside lanes, two 15-foot outside lanes, 14-foot painted median two 6-foot Class II bike lane, and two 6-foot sidewalks.
Type of Project (use Table 1 on instruction sheet) Change to existing regionally significant street.
County Riverside
Narrative Location/Route & Postmiles Temescal Canyon Road Bridge (Bridge No. 56C0050) which is located 0.42 mile west of Lake Street, nearby the Interstate 15 and Lake Street Interchange. Caltrans Projects – EA# BRLO 5074 (015)
Lead Agency: City of Lake Elsinore Contact Person Brad Fagrell
Phone# (951) 674-3124 ext. 212
Fax# (951) 471-1261
Email bfagrell@lake-elsinore.org Hot Spot Pollutant of Concern (check one or both) PM2.5 X PM10 X
Federal Action for which Project-Level PM Conformity is Needed (check appropriate box)
X Categorical Exclusion (NEPA)
EA or Draft EIS FONSI or Final
EIS PS&E or Construction Other
Scheduled Date of Federal Action: June 2017 NEPA Assignment – Project Type (check appropriate box)
Exempt Section 326 –Categorical Exemption X
Section 327 – Non-Categorical Exemption
Current Programming Dates (as appropriate) PE/Environmental ENG ROW CON
Start 2012 2017 2018 2019 End 2017 2019 2019 2020
Project Purpose and Need (Summary): (attach additional sheets as necessary) The purpose of the project is to replace the existing functionally obsolete bridge and with a new bridge and roadway that provides sufficient hydraulic clearance of Temescal Wash and can safely and reliably accommodate anticipated traffic volumes and design speeds consistent with City circulation plans and regional transportation planning for the facility. The project is needed for the following reasons:
• The existing bridge structure does not provide adequate channel cross section and freeboard to convey the 100-year flood waters. The clear channel depth of 1.5 feet below the bridge soffit is undersized and causes flood waters to backup and overtop the bridge
PM Conformity Hot Spot Analysis – Project Summary for Interagency Consultation
Version 5.0 February 26, 2013
deck and its roadway approaches. The existing bridge essentially is serving as a low flow concrete culvert of an equivalent low water crossing which was frequently inundated during the winter storms.
• The existing bridge’s rating of “Functionally Obsolete (FO)” is caused by the narrow curb-to-curb width that is “basically intolerable requiring high priority of replacement” and the aforementioned hydraulic deficiency. The bridge’s Sufficiency Rating of 68.5, equates to an existing structure that is deteriorated and requires “prompt structural correction.”
• The existing structure is on a sharp curved alignment at the west approach for the eastbound traffic, which can only accommodate a safe design speed of 30 to 40 MPH. Safe travel speeds are reduced to less than 30 MPH on the existing bridge’s 10-foot travel lanes. This speed is not acceptable from a traffic operation standpoint as Temescal Canyon Road serves as a Major Highway requiring a design speed of 55 MPH (for flat terrain) per City’s General Plan. Temescal Canyon Road.
• Temescal Canyon Road (and the existing bridge) Bridge provides east/west access crossing the Temescal Wash and serves as a critical frontage road paralleling I-15. This roadway provides an emergency route between the Indian Truck Trail Interchange and the Lake Street Interchange. Major traffic can be expected on Temescal Canyon Road when the traffic flow on the I-15 is impacted. Continuing increase of traffic volumes on Temescal Canyon Road due to the regional population growth and planned private developments has increased the importance of the road in the regional traffic circulation system.
Opening Year: Build and No Build LOS, AADT, % and # trucks, truck AADT of proposed facility Temescal Canyon Road Bridge – Opening Year 2021.
Alternative 1 (No Build Alt) ADT=10,380, Truck ADT=467 (4.5%), LOS C [Collector Rd Capacity 13,000]
Alternative 2. (Build Alt) ADT=10,380, Truck ADT=467 (4.5%), LOS A [Major Road Capacity 34,100]
Based on the Revised Traffic Assessment for the Temescal Canyon Wash Bridge Project, Lake Elsinore (May 5, 2017), the proposed Build Alternatives during Opening year 2021 would increase the capacity of Temescal Canyon Road from 13,000 to 34,100 vehicle per day. However, the estimated 10,380 daily traffic volumes during Opening Year 2021 for both Build and No Build Alternatives would not exceed the 125,000 average daily trips criteria for a POAQC. In addition, truck volumes represent approximately 4.5 percent of the overall traffic volumes on Temescal Canyon Road and would not exceed the 8 percent criteria, and the total truck average annual daily traffic (AADT) would not exceed the 10,000-vehicle criteria for POAQC. In summary, LOS would generally improve (i.e., delay would be reduced) and no significant project impacts would occur.
RTP Horizon Year / Design Year: Build and No Build LOS, AADT, % and # trucks, truck AADT of proposed facility Temescal Canyon Road Bridge
Alternative 1 (No Build Alt) ADT=28,600 Truck ADT=1,287(4.5%), LOS F [Collector Rd Capacity 13,000]
Alternative 2. (Build Alt) ADT=48,400 Truck ADT=2,178 (4.5%), LOS F [Major Road Capacity 34,100]
Based on the Revised Traffic Assessment for the Temescal Canyon Wash Bridge Project (May 2017), Both Build and No Build Alternatives during Horizon Year 2040 would operating at adverse levels of service along Temescal Canyon Road. However, the estimated 48,400 daily traffic volumes during Horizon Year 2040 would not exceed the 125,000 average daily trips criteria for a POAQC. In addition, truck volumes represent approximately 4.5 percent of the overall traffic volumes on Temescal Canyon Road and would not exceed the 8 percent criteria, and the total truck average annual daily traffic (AADT) would not exceed the 10,000-vehicle criteria for POAQC. Please note that while these Temescal Canyon Road segments operate at adverse levels of service, the LOS improves under the (Build) conditions due to the widening of the bridge and adjoining roadway to four lanes.
PM Conformity Hot Spot Analysis – Project Summary for Interagency Consultation
Version 5.0 February 26, 2013
Opening Year: If facility is an interchange(s) or intersection(s), Build and No Build cross-street AADT, % and # trucks, truck AADT Not Applicable RTP Horizon Year / Design Year: If facility is an interchange (s) or intersection(s), Build and No Build cross-street AADT, % and # trucks, truck AADT Not Applicable
Describe potential traffic redistribution effects of congestion relief (impact on other facilities) Temescal Canyon Road in its ultimate condition will consist of 4 lanes and be realigned along with the Temescal Creek Bridge in order to link directly to Lake Street at a greater distance from the I-15/Lake Street Interchange. Temescal Canyon Road will also connect to the proposed new Lincoln Road under the Alberhill Villages Specific Plan, which will consist of 4 lanes as it moves south. The existing Lake Street, which will serve as the northern gateway to the City of Lake Elsinore, will be realigned and widened but not as a part of this project. Lake Street is a major thoroughfare off the I-15 Freeway and will serve as the main entrance into Alberhill Villages. In addition, a new widened Temescal Canyon Road bridge will extend over Temescal Creek west of Lake Street.
Comments/Explanation/Details (attach additional sheets as necessary)
The proposed project would not conflict with an applicable plan, policy, or regulations of an agency with jurisdiction over the project. The proposed project is also consistent with Southern California Association of governments (SCAG) Regional Transportation Plan (RTP) and Federal Transportation Improvement Program (FTIP) (RTP and FTIP ID RIV111203) and is intended to meet the traffic needs in the area based on local land use plans. The proposed project is located within a nonattainment area for federal PM2.5 standard and maintenance area for federal PM10 standard. Therefore, per 40 CFR Part 93 hot-spot analyses are required for conformity purposes. However, the EPA does not require hot-spot analyses, qualitative or quantitative, for projects that are not listed in 40 CFR Section 93.123(b)(1) as an air quality concern. The project does not qualify as a project of air quality concern (POAQC) because of the following reasons:
1. The proposed project is not a new or expanded highway project. The proposed project is a bridge reconstruction and realignment project (Temescal Canyon Road Bridge) that would increase the future capacity of the Temescal Canyon Road. This type of project improves the roadway operations by increasing the capacity of the bridge and accommodating the new vehicle operations from the City approved Alberhill Village development project. Based on the Revised Traffic Assessment for the Temescal Canyon Wash Bridge Project, Lake Elsinore – (May 2017), the proposed Build Alternatives during Opening year 2021 would increase the capacity of Temescal Canyon Road from 13,000 to 34,100 vehicle per day. However, the estimated 10,380 daily traffic volumes during Opening Year 2021 would not exceed the 125,000 average daily trips criteria for a POAQC. In addition, truck volumes represent approximately 4.5 percent of the overall traffic volumes on Temescal Canyon Road and would not exceed the 8 percent criteria, and the total truck average annual daily traffic (AADT) would not exceed the 10,000-vehicle criteria for POAQC. The estimated truck percentage was obtained from the Traffic Impact Analysis Report for the Alberhill Village Specific Plan (October 2015).
2. The proposed project does include interchanges or intersections.
3. The proposed project does not include the construction of a new bus or rail terminal.
4. The proposed project does not expand an existing bus or rail terminal.
5. The proposed project is not in or affecting locations, areas, or categories of sites that are identified in the PM2.5 and PM10 applicable implementation plan or implementation plan submission, as appropriate, as sites of violation or possible violation.
Therefore, the proposed Build Alternative met the CAA requirements and 40 CFR 93.116 without any explicit hot-spot analysis. The proposed Build Alternative would not create a new, or worsen an existing, PM10 or PM2.5 violation. The proposed project does not have the potential to be a PQAQC.
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FIGURE 1
Temescal Canyon Road Bridge ProjectProject Location and Vicinity
BRLS 5074(015)
Project Vicinity
LEGENDProject Location
0 1000 2000FEET
BERKELEY CARLSBAD
FRESNO IRVINE
PALM SPRINGS POINT RICHMOND
RIVERSIDE ROSEVILLE
SAN LUIS OBISPO
703 Palomar Airport Road, Suite 260, Carlsbad, California 92011 760.931.5471 www.lsa.net
MEMORANDUM
DATE: May 8, 2017
TO: Shirley Medina, Riverside County Transportation Commission
Anthony Liao, Caltrans District 8
FROM: Michael Slavick, LSA, Senior Air Quality Specialist
On behalf of Brad Fagrell, City of Lake Elsinore
SUBJECT: PM Hot Spot Interagency Form for RIV111203 for the upcoming TCWG Reviews at the May 23, 2017 meeting
At the request of the City of Lake Elsinore, LSA has prepared the project-level PM hot-spot analysis form for submittal to the SCAG’s Transportation Conformity Working Group (TCWG) for discussion and review of the proposed Temescal Canyon Road Bridge Replacement and Realignment Project. The Proposed Project is included in the SCAG 2016 RTP and the 2017 FTIP under Project ID: RIV111203 (Description: Bridge Replacement/Realignment: Replace Temescal Canyon Road two lane bridge with a four lane bridge over Temescal Wash). The PM Conformity Hot Spot Analysis was prepared using the available traffic data from the Revised Traffic Assessment for the Temescal Canyon Wash Bridge Project prepared by Linscott, Law & Greenspan Engineers (May 5, 2017).
The Proposed Project is within a nonattainment area for federal PM2.5 and within an attainment/maintenance area for federal PM10 standards. Per 40 CFR, Part 93, analyses are required for conformity purposes. However, the EPA does not require hot-spot analyses, qualitative or quantitative, for projects that are not listed in Section 93.123(b)(1) as an air quality concern. Upon review of the traffic data, LSA suggested that the Proposed Project does not qualify as a project of air quality concern (POAQC). Please accept this form for your review and discussion at the upcoming SCAG’s TCWG May 23, 2017 meeting.
MEMORANDUM
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To: Lynn Hayes
LSA Associates, Inc.
Date: May 5, 2017
From: Zawwar Saiyed, P.E., Senior Transportation Engineer
Justin Tucker, Transportation Engineer I
Linscott, Law & Greenspan, Engineers
LLG Ref: 2.16.3782.1
Subject: Temescal Canyon Wash Bridge, Lake Elsinore – Revised Traffic Assessment
Linscott, Law & Greenspan, Engineers (LLG) is pleased to provide the following
revised memorandum for the Temescal Canyon Wash Bridge Project in the City of Lake
Elsinore, California. The following memo summarizes the traffic mix for existing
conditions, discusses the preparation of peak hour traffic volume data at sixteen (16)
roadway segments and three (3) study intersections for Existing, Year 2040 (No Build)
and Year 2040 (Build) traffic conditions, discusses the development of average annual
daily traffic (AADT) volumes and conducts LOS analyses along Temescal Canyon
Road for Year 2021 and Year 2040 traffic conditions, and presents figures that illustrate
these volumes.
STUDY AREA
Existing, Year 2040 (No Build) and Year 2040 (Build) peak hour traffic volumes
have been developed at the following sixteen (16) segments within the immediate
vicinity of the Project:
I-15 Mainline Segments
1. I-15 Northbound, south of I-15 Northbound Off-Ramp
2. I-15 Northbound, between I-15 NB Off-Ramp and I-15 NB On-Ramp
3. I-15 Northbound, north of I-15 Northbound On-Ramp
4. I-15 Southbound, north of I-15 Southbound Off-Ramp
5. I-15 Southbound, between I-15 SB Off-Ramp and I-15 SB On-Ramp
6. I-15 Southbound, south of I-15 Southbound On-Ramp
I-15 Ramp Segments
1. I-15 Northbound Off-Ramp to Lake Street
2. I-15 Northbound On-Ramp from Lake Street
3. I-15 Southbound Off-Ramp to Lake Street
4. I-15 Southbound On-Ramp from Lake Street
Temescal Canyon Road Segments
1. Temescal Canyon Road, north of Lincoln Avenue
2. Temescal Canyon Road, between Lincoln Avenue and Lake Street
Lake Street Segments
1. Lake Street, south of Temescal Canyon Road
2. Lake Street, between Temescal Canyon Road and I-15 SB Ramps
3. Lake Street, between I-15 SB Ramps and I-15 NB Ramps
4. Lake Street, north of I-15 Northbound Ramps
Ms. Lynn Hayes
May 5, 2017
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EXISTING TRAFFIC CONDITIONS
Existing Traffic Volumes
Existing AM and PM peak hour traffic segment volumes for the ten (10) key roadway
segments, excluding the six (6) mainline segments, were derived from counts
conducted by Counts Unlimited on December 13, 2016 at the following three (3)
intersections:
Key Intersections
1. Lake Street at I-15 Northbound Ramps
2. Lake Street at I-15 Southbound Ramps
3. Lake Street at Temescal Canyon Road
The existing AM and PM peak hour traffic volumes are comprised of passenger
vehicles, large 2-axle trucks, 3-axle trucks and 4+ axle trucks. The truck traffic
turning movements were converted to passenger car equivalents (P.C.E.’s) using
SANBAG approved factors. P.C.E. factors of 1.5, 2.0 and 3.0 were utilized for large
2-axle trucks, 3-axle trucks and 4+ axle trucks, respectively. Table 1 presents a
summary of the existing vehicle classification split for each of the sixteen (16)
roadway segments. Appendix A contains the existing intersection turning movement
count worksheets.
The freeway peak-hour traffic volume forecast at the six (6) mainline segments were
developed through the utilization of the Caltrans traffic counts, and is consistent with
the Caltrans Methodology. Using the base year (Year 2015) segment volumes
provided on Caltrans website, directional peak-hour segment volumes were calculated
and using K- and D-factors. A K-factor is the percentage of AADT in both directions
during the peak hour. A D-factor is the percentage of traffic in the peak direction
during the peak hour. The Year 2015 volumes were grown by 2% per year to reflect
Year 2017 Existing traffic conditions.
Figures 1 and 2 present the AM and PM peak hour Existing traffic volumes,
respectively, at the six (6) I-15 Mainline Segments, the four (4) I-15 Ramps, the two
(2) Temescal Canyon Road segments, and the four (4) Lake Street segments.
Additionally, Figures 1 and 2 present the turning movement volumes at the three (3)
intersections as mentioned above.
YEAR 2040 TRAFFIC CONDITIONS
Year 2040 (No Build) Traffic Volumes
Year 2040 (No Build) AM and PM peak hour traffic segment volumes for the ten (10)
key roadway segments, excluding the six (6) mainline segments, were derived from
Year 2035 Without Project volume forecasts at the following three (3) intersections as
Ms. Lynn Hayes
May 5, 2017
Page 3
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presented in the Alberhill Villages Specific Plan TIA, prepared by LLG Engineers,
dated February 25, 2013:
Key Intersections
1. Lake Street at I-15 Northbound Ramps
2. Lake Street at I-15 Southbound Ramps
3. Lake Street at “A” Street
The Year 2035 forecasted traffic volumes were grown by 2% per year for five years.
This results in a ten percent (10%) growth in Year 2035 volumes in order to derive
Year 2040 volumes. The forecasted Year 2040 volumes at these three (3)
intersections were then used to derive peak hour roadway segment volumes at
adjacent segments.
The Alberhill Villages Specific Plan TIA does not contain traffic volume data for the
I-15 mainline segments. The freeway peak-hour traffic volume forecast at the six (6)
mainline segments for Year 2040 traffic conditions were developed through the
utilization of the City of Lake Elsinore Transportation and Analysis Model
(LETAM), obtained by LSA Associates, Inc. Model runs have been conducted for
Base (Year 2007) and Future (Year 2035) scenarios. The growth between these
scenarios, for both the AM and PM peak hour, was then added on top of the existing
volumes. It should be noted that the growth was increased further in order to derive
Year 2040 (Build) traffic volumes. Lastly, the Alberhill Villages Specific Plan trips
were then subtracted from the mainline segments to derive Year 2040 (No Build)
traffic volumes.
Figures 3 and 4 present the anticipated AM and PM peak hour Year 2040 (No Build)
traffic volumes, respectively, at the six (6) I-15 Mainline Segments, the four (4) I-15
Ramps, the two (2) Temescal Canyon Road segments, and the four (4) Lake Street
segments. Additionally, Figures 3 and 4 present the turning movement volumes at the
three (3) intersections used to derive the adjacent roadway segment peak hour
volumes.
Year 2040 (Build) Traffic Volumes
Year 2040 (Build) AM and PM peak hour traffic segment volumes for the ten (10)
key roadway segments, excluding the six (6) mainline segments, were derived from
Year 2035 volume forecasts at the following four (4) intersections as presented in the
Alberhill Villages Specific Plan TIA, prepared by LLG Engineers, dated October 14,
2015:
Ms. Lynn Hayes
May 5, 2017
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Key Intersections
1. Lake Street at I-15 Northbound Ramps
2. Lake Street at I-15 Southbound Ramps
3. Lake Street at Temescal Canyon Road
4. Lincoln Street at Temescal Canyon Road
The Year 2035 With Project forecasted traffic volumes were grown by 2% per year
for five years. This results in a ten percent (10%) growth in Year 2035 volumes in
order to derive Year 2040 volumes. The forecasted Year 2040 volumes at these four
(4) intersections were then used to derive peak hour roadway segment volumes at
adjacent segments.
The Alberhill Villages Specific Plan TIA does not contain traffic volume data for the
I-15 mainline segments. The freeway peak-hour traffic volume forecast at the six (6)
mainline segments for Year 2040 traffic conditions were developed through the
utilization of the City of Lake Elsinore Transportation and Analysis Model
(LETAM), obtained by LSA Associates, Inc. Model runs have been conducted for
Base (Year 2007) and Future (Year 2035) scenarios. The growth between these
scenarios, for both the AM and PM peak hour, was then added on top of the existing
volumes. It should be noted that the growth was increased further in order to derive
Year 2040 (Build) traffic volumes.
Figures 5 and 6 present the anticipated AM and PM peak hour Year 2040 (Build)
traffic volumes, respectively, at the six (6) I-15 Mainline Segments, the four (4) I-15
Ramps, the two (2) Temescal Canyon Road segments, and the four (4) Lake Street
segments. Additionally, Figures 5 and 6 present the turning movement volumes at the
four (4) intersections used to derive the adjacent roadway segment peak hour
volumes.
AVERAGE ANNUAL DAILY TRAFFIC ROADWAY SEGMENT VOLUMES
Year 2021 (No Build) Traffic Volumes
Year 2021 daily traffic segment volumes for the two (2) key roadway segments were
derived through utilization of the City of Lake Elsinore Transportation and Analysis
Model (LETAM). Model runs have been conducted for the Base (Year 2007) and
Future (Year 2035) scenarios. It should be noted that Year 2021 (No Build) and Year
2021 (Build) traffic scenarios will yield the same volumes along Temescal Canyon
Road regardless of the road realignment (Build scenario).
Existing daily traffic segment volumes for the two (2) key roadway segments were
derived from Existing (Year 2015) traffic volumes as presented in the Alberhill
Villages Specific Plan TIA, prepared by LLG Engineers, dated October 14, 2015.
Ms. Lynn Hayes
May 5, 2017
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The Existing traffic volume was grown by 2% per year for two years. This results in a
four percent (4%) growth in Year 2015 volumes in order to derive Year 2017
volumes.
The interpolated growth for Year 2021 utilizing the 2007 Model run and the 2035
Model run was added on top of the Year 2017 Existing volumes in order to determine
the Year 2021 traffic volumes. Figure 7 presents the anticipated Year 2021 daily
traffic volumes at the two (2) Temescal Canyon Road segments.
Year 2021 (Build) Traffic Volumes
It should be noted that the Year 2021 (No Build) and (Build) traffic volumes are the
same since Alberhill Villages Specific Plan and Lincoln Street would not be built.
The only difference is the realignment of Temescal Canyon Road, which would not
have an affect on the traffic volumes.
Year 2040 (No Build) Traffic Volumes
Year 2040 (No Build) daily traffic segment volumes for the two (2) key roadway
segments were derived from Year 2035 Without Project volume forecasts as
presented in the Alberhill Villages Specific Plan TIA, prepared by LLG Engineers,
dated February 25, 2013.
The Year 2035 forecasted traffic volume was grown by 2% per year for five years.
This results in a ten percent (10%) growth in Year 2035 volumes in order to derive
Year 2040 volumes. Figure 8 presents the anticipated Year 2040 (No Build) daily
traffic volumes at the two (2) Temescal Canyon Road segments.
Year 2040 (Build) Traffic Volumes
Year 2040 (Build) daily traffic segment volumes for the two (2) key roadway
segments were derived from Year 2035 Without Project volume forecasts as
presented in the Alberhill Villages Specific Plan TIA, prepared by LLG Engineers,
dated October 14, 2015.
The Year 2035 forecasted traffic volume was grown by 2% per year for five years.
This results in a ten percent (10%) growth in Year 2035 volumes in order to derive
Year 2040 volumes. Figure 8 also presents the anticipated Year 2040 (No Build)
daily traffic volumes at the two (2) Temescal Canyon Road segments.
AVERAGE ANNUAL DAILY TRAFFIC ROADWAY SEGMENT ANALYSIS
In conformance with the City of Lake Elsinore requirements, daily operating
conditions for the key study roadway segments along Temescal Canyon Road have
been investigated according to the Volume to Capacity (V/C) Ratio of each roadway
segment. The V/C relationship is used to estimate the LOS of the roadway segment
Ms. Lynn Hayes
May 5, 2017
Page 6
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with the volume based on the 24-hour traffic volumes and the capacity based on the
City’s classification of each roadway. The six qualitative categories of Level of
Service have been defined along with the corresponding Volume to Capacity (V/C)
value range and are shown in Table 2.
The roadway segment daily capacity of each street classification according to the City
of Lake Elsinore General Plan Update Draft Program EIR (August 2011) is presented
in Table 3.
According to City of Lake Elsinore criteria, LOS D is the minimum acceptable
condition that should be maintained along all roadway segments.
Year 2021 (No Build) Traffic Conditions
Table 4 summarizes the daily level of service results at the key study roadway
segments during a “typical” weekday for the Year 2021 (No Build) traffic conditions.
The first column (1) in Table 4 presents LOS E daily roadway capacity values from
the City of Lake Elsinore General Plan Update Draft Program EIR, dated August
2011, the number of travel lanes, as well as forecasts the Year 2021 (No Build) traffic
conditions. It should be noted that for Year 2021 (No Build) traffic conditions, it is
assumed that Temescal Canyon Road will remain to be a 2-lane, undivided roadway
along the bridge as well as the adjoining roadway.
Review of column (1) of Table 4 indicates that for the Year 2021 (No Build) traffic
conditions, both of the key study roadway segments are forecast to operate at
acceptable levels of service on a daily basis when compared to the LOS standards
defined in this report.
Year 2021 (Build) Traffic Conditions
Table 4 also summarizes the daily level of service results at the key study roadway
segments during a “typical” weekday for the Year 2021 (Build) traffic conditions.
The second column (2) in Table 4 presents LOS E daily roadway capacity values
from the City of Lake Elsinore General Plan Update Draft Program EIR, dated
August 2011, the number of travel lanes, as well as forecasts the Year 2021 (Build)
traffic conditions. The third column (3) of Table 4 presents the increase in the V/C
ratio and indicates whether the roadway segment operates at an adverse level of
service based on the LOS standards and the impact criteria defined in this report. It
should be noted that for Year 2021 (Build) traffic conditions, it is assumed that the
bridge portion of Temescal Canyon Road will be widened to a 4-lane, divided
roadway while the adjoining roadway will remain 2-lanes and undivided. Transition
lanes will be constructed on either side of the bridge along the adjoining roadway in
order to allow vehicles to appropriately utilize the four lanes on the bridge.
Ms. Lynn Hayes
May 5, 2017
Page 7
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Review of column (2) of Table 4 indicates that for the Year 2021 (Build) traffic
conditions, both of the key study roadway segments are forecast to operate at
acceptable levels of service on a daily basis when compared to the LOS standards
defined in this report.
Year 2040 (No Build) Traffic Conditions
Table 5 summarizes the daily level of service results at the key study roadway
segments during a “typical” weekday for the Year 2040 (No Build) traffic conditions.
The first column (1) in Table 5 presents LOS E daily roadway capacity values from
the City of Lake Elsinore General Plan Update Draft Program EIR, dated August
2011, the number of travel lanes, as well as forecasts the Year 2040 (No Build) traffic
conditions. It should be noted that for Year 2040 (No Build) traffic conditions, it is
assumed that Temescal Canyon Road will remain to be a 2-lane, undivided roadway
along the bridge as well as the adjoining roadway.
Review of column (1) of Table 5 indicates that for the Year 2040 (No Build) traffic
conditions, both of the key study roadway segments are forecast to operate at
unacceptable levels of service on a daily basis when compared to the LOS standards
defined in this report. The roadway segments operating at adverse levels of service
are:
Daily
Key Roadway Segment Volume
V/C
Ratio LOS
1. Temescal Canyon Road, west of Lincoln Street (Bridge Portion) 28,600 2.200 F
2. Temescal Canyon Road, east of Lincoln Street (Adjoining roadway) 28,600 2.200 F
Year 2040 (Build) Traffic Conditions
Table 5 also summarizes the daily level of service results at the key study roadway
segments during a “typical” weekday for the Year 2040 (Build) traffic conditions.
The second column (2) in Table 5 presents LOS E daily roadway capacity values
from the City of Lake Elsinore General Plan Update Draft Program EIR, dated
August 2011, the number of travel lanes, as well as forecasts the Year 2040 (Build)
traffic conditions. The third column (3) of Table 5 presents the increase in the V/C
ratio and indicates whether the roadway segment operates at an adverse level of
service based on the LOS standards and the impact criteria defined in this report. It
should be noted that for Year 2040 (Build) traffic conditions, it is assumed that both
the bridge portion of Temescal Canyon Road as well as the adjoining roadway will be
widened to a 4-lane, divided roadway.
Ms. Lynn Hayes
May 5, 2017
Page 8
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Review of column (2) of Table 5 indicates that for the Year 2040 (Build) traffic
conditions, both of the key study roadway segments are forecast to operate at
unacceptable levels of service on a daily basis when compared to the LOS standards
defined in this report. The roadway segments operating at adverse levels of service
are:
Daily
Key Roadway Segment Volume
V/C
Ratio LOS
1. Temescal Canyon Road, west of Lincoln Street (Bridge Portion) 48,400 1.419 F
2. Temescal Canyon Road, east of Lincoln Street (Adjoining roadway) 38,500 1.219 F
Please note that while these segments operate at adverse levels of service, the LOS
improves under the (Build) conditions due to the widening of the bridge and
adjoining roadway to four lanes.
* * * * * * * * * * *
Please let us know if you have any comments or questions regarding this response
memorandum.
Attachments
cc: Keil D. Maberry, P.E., Principal, LLG
Jason Lui, LSA Associates, Inc.
Ambarish Mukherjee, LSA Associates, Inc.
Michael Slavick, LSA Associates, Inc.
File
N:\3700\2163782 - Temescal Canyon Wash Bridge Project, Lake Elsinore\Report\3782 - Revised Temescal Canyon Wash Bridge Project, Lake Elsinore 05-05-17.doc
TABLE 1
EXISTING VEHICLE CLASSIFICATION SPLIT SUMMARY1
Key Intersection
Time
Period
(1)
Vehicle Classification Split
Existing Traffic Conditions
Passenger
Vehicles
Large 2 Axle
Vehicles
3 Axle
Vehicles
4 Axle
Vehicles Total
I-15 Mainline Segments2
1. I-15 Northbound,
South of I-15 Northbound Off-Ramp
AM 94.7% 0.8% 1.3% 3.2% 100.0%
PM 88.6% 1.3% 3.1% 7.0% 100.0%
2. I-15 Northbound,
Between I-15 NB Off-Ramp and I-15 NB On-Ramp
AM 94.7% 0.8% 1.3% 3.2% 100.0%
PM 88.1% 1.3% 3.2% 7.4% 100.0%
3. I-15 Northbound,
North of I-15 Northbound On-Ramp
AM 95.1% 0.7% 1.2% 3.0% 100.0%
PM 88.8% 1.3% 3.1% 6.8% 100.0%
4. I-15 Southbound,
North of I-15 Southbound Off-Ramp
AM 86.2% 2.1% 3.4% 8.3% 100.0%
PM 94.3% 0.6% 1.6% 3.5% 100.0%
5. I-15 Southbound,
Between I-15 SB Off-Ramp and I-15 SB On-Ramp
AM 85.3% 2.2% 3.6% 8.9% 100.0%
PM 93.8% 0.7% 1.7% 3.8% 100.0%
6. I-15 Southbound,
South of I-15 Southbound On-Ramp
AM 86.3% 2.0% 3.4% 8.3% 100.0%
PM 94.0% 0.7% 1.6% 3.7% 100.0%
I-15 Ramp Segments3
1. I-15 Northbound Off-Ramp to Lake Street AM 94.2% 2.2% 0.5% 3.1% 100.0%
PM 94.7% 1.3% 0.0% 4.0% 100.0%
2. I-15 Northbound On-Ramp from Lake Street AM 97.8% 0.9% 0.0% 1.3% 100.0%
PM 96.0% 1.9% 0.0% 2.1% 100.0%
3. I-15 Southbound Off-Ramp to Lake Street AM 88.1% 5.2% 0.5% 6.2% 100.0%
PM 98.9% 0.8% 0.1% 0.2% 100.0%
4. I-15 Southbound On-Ramp from Lake Street AM 95.0% 1.5% 1.2% 2.3% 100.0%
PM 95.8% 2.1% 0.0% 2.1% 100.0%
Temescal Canyon Road Segments3
1. Temescal Canyon Road, north of Lincoln Avenue AM 97.5% 1.1% 0.3% 1.1% 100.0%
PM 98.7% 1.0% 0.0% 0.3% 100.0%
2. Temescal Canyon Road, between Lincoln Avenue
and Lake Street
AM 97.5% 1.1% 0.3% 1.1% 100.0%
PM 98.7% 1.0% 0.0% 0.3% 100.0%
1 Appendix A contains the existing turning movement count worksheets.
2 Source: City of Lake Elsinore Transportation and Analysis Model (LETAM) data provided by LSA Associates, Inc. 3 Source: Existing turning movement counts conducted by Counts Unlimited on Tuesday, December 13, 2016.
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TABLE 1 (CONTINUED)
EXISTING VEHICLE CLASSIFICATION SPLIT SUMMARY4
Key Intersection
Time
Period
(1)
Vehicle Classification Split
Existing Traffic Conditions
Passenger
Vehicles
Large 2 Axle
Vehicles
3 Axle
Vehicles
4 Axle
Vehicles Total
Lake Street Segments5
1. Lake Street, south of Temescal Canyon Road AM 96.2% 1.1% 0.3% 2.4% 100.0%
PM 97.4% 1.4% 0.1% 1.1% 100.0%
2. Lake Street, between Temescal Canyon Road
and I-15 SB Ramps
AM 97.9% 0.6% 0.2% 1.3% 100.0%
PM 97.2% 1.2% 0.4% 1.2% 100.0%
3. Lake Street, between I-15 SB Ramps
and I-15 NB Ramps
AM 96.4% 1.1% 0.6% 1.9% 100.0%
PM 96.6% 0.9% 0.5% 2.0% 100.0%
4. Lake Street, north of I-15 Northbound Ramps AM 88.9% 5.6% 0.0% 5.5% 100.0%
PM 92.9% 0.00% 7.1% 0.00% 100.0%
4 Appendix A contains the existing turning movement count worksheets.
5 Source: Existing turning movement counts conducted by Counts Unlimited on Tuesday, December 13, 2016.
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TABLE 2
LEVEL OF SERVICE CRITERIA FOR ROADWAY SEGMENTS (V/C METHODOLOGY)6
Level of Service
(LOS)
Volume to Capacity Ratio
(V/C)
Level of Service Description
A 0.600
EXCELLENT. Describes primarily free flow operations
at average travel speeds, usually about 90% of the free
flow speed for the arterial class. Vehicles are completely
unimpeded in their ability to maneuver within the traffic
stream. Stopped delay at signalized intersections is
minimal.
B 0.601 – 0.700
VERY GOOD. Represents reasonably unimpeded
operations at average travel speeds, usually about 70% of
the free flow speed for the arterial class. The ability to
maneuver within the traffic stream is only slightly
restricted and stopped delays are not bothersome. Drivers
are not generally subjected to appreciable tension.
C 0.701 – 0.800
GOOD. Represents stable conditions; however, ability to
maneuver and change lanes in mid-block location may be
more restricted than in LOS B, and longer queues and/or
adverse signal coordination may contribute to lower
average travel speeds of about 50% of the average free
flow speed for the arterial class. Motorists will experience
appreciable tension while driving.
D 0.801 – 0.900
FAIR. Borders on a range in which small increases in
flow may cause substantial increases in approach delay
and, hence, decreases in arterial speed. This may be due to
adverse signal progression, inappropriate signal timing,
high volumes, or some combination of these. Average
travel speeds are about 40% of free flow speed.
E 0.901 – 1.000
POOR. Characterized by significant approach delays and
average travel speeds of one-third the free flow speed or
lower. Such operations are caused by some combination
of adverse progression, high signal density, extensive
queuing at critical intersections, and inappropriate signal
timing.
F > 1.000
FAILURE. Characterizes arterial flow at extremely low
speeds below one-third to one-quarter of the free flow
speed. Intersection congestion is likely at critical
signalized locations, with resultant high approach delays.
Adverse progression is frequently a contributor to this
condition.
6 Source: Transportation Research Board 2000.
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TABLE 3
DAILY ROADWAY SEGMENT CAPACITIES7
Type of Arterial Lane Configuration LOS E Capacity (VPD)
Urban Arterial 8-Lanes 71,800
Urban Arterial 6-Lanes 53,900
Major 4-Lanes 34,100
Secondary 4-Lanes 25,900
Divided Collector 4-Lanes 18,000
Collector 2-Lanes 13,000
Notes:
VPD = Vehicles per Day
7 Source: City of Lake Elsinore General Plan Update Draft Program EIR – Section 3.4: Transportation and Circulation, August 2011.
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TABLE 4
YEAR 2021 CONDITIONS DAILY ROADWAY SEGMENT CAPACITY ANALYSIS SUMMARY
(1) (2) (3)
Key Roadway Segment
Year 2021
(No Build)
Traffic Conditions
Year 2021
(Build)
Traffic Conditions
Adverse
Condition
Type of
Arterial
LOS E
Capacity8
(VPD) Lanes
Daily
Volume
V/C
Ratio LOS
Type of
Arterial
LOS E
Capacity8
(VPD) Lanes
Daily
Volume
V/C
Ratio LOS
V/C
Inc.
Yes/
No
1. Temescal Canyon Road,
west of Lake Street (Bridge Portion) Collector 13,000 2U 10,380 0.798 C Major 34,100 4D9 10,380 0.304 A 0.000 No
2. Temescal Canyon Road,
west of Lake Street (Adjoining Roadway) Collector 13,000 2U 10,380 0.798 C Collector 13,000 2U 10,380 0.798 C 0.000 No
Notes:
VPD = Vehicles Per Day
D = Divided; U = Undivided
V/C = Volume to Capacity Ratio
LOS = Level of Service, please refer to Table 2 for the LOS definitions
Bold “V/C”/LOS values indicate adverse service levels based on the LOS standards mentioned in this report
8 Source: City of Lake Elsinore General Plan Update Draft Program EIR (August 2011). 9 Transition lanes will be constructed on either side of the bridge along the adjoining roadway in order to allow vehicles to appropriately utilize the four lanes on the bridge.
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TABLE 5
YEAR 2040 CONDITIONS DAILY ROADWAY SEGMENT CAPACITY ANALYSIS SUMMARY
(1) (2) (3)
Key Roadway Segment
Year 2040
(No Build)
Traffic Conditions
Year 2040
(Build)
Traffic Conditions
Adverse
Condition
Type of
Arterial
LOS E
Capacity10
(VPD) Lanes
Daily
Volume
V/C
Ratio LOS
Type of
Arterial
LOS E
Capacity10
(VPD) Lanes
Daily
Volume
V/C
Ratio LOS
V/C
Inc.
Yes/
No
1. Temescal Canyon Road,
west of Lake Street (Bridge Portion) Collector 13,000 2U 28,600 2.200 F Major 34,100 4D 48,400 1.419 F -0.781 Yes
2. Temescal Canyon Road,
west of Lake Street (Adjoining Roadway) Collector 13,000 2U 28,600 2.200 F Major 34,100 4D 38,500 1.129 F -1.071 Yes
Notes:
VPD = Vehicles Per Day
D = Divided; U = Undivided
V/C = Volume to Capacity Ratio
LOS = Level of Service, please refer to Table 2 for the LOS definitions
Bold “V/C”/LOS values indicate adverse service levels based on the LOS standards mentioned in this report
10 Source: City of Lake Elsinore General Plan Update Draft Program EIR (August 2011).
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3782-1 Temescal Canyon Wash Bridge Project, Lake Elsinore
N:\3700\2163782 - Temescal Canyon Wash Bridge Project, Lake Elsinore\Report\3782 Dividers.doc
APPENDIX A
EXISTING TRAFFIC COUNT DATA
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1 Kendall-Palm Commercial, San Bernardino
N:\3700\2163782 - Temescal Canyon Wash Bridge Project, Lake Elsinore\Report\3782 Sub-Dividers.doc
APPENDIX A-I
INTERSECTION #1
A-1
File Name : LKELA15NAMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Northbound RampsWeather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle TrucksLake StreetSouthbound
I-15 Northbound Off RampWestbound
Lake StreetNorthbound
I-15 Northbound On RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total07:00 AM 0 0 1 1 41 1 1 43 204 1 0 205 0 0 0 0 24907:15 AM 0 2 0 2 71 0 4 75 146 0 0 146 0 0 0 0 22307:30 AM 0 1 1 2 66 1 2 69 124 1 0 125 0 0 0 0 19607:45 AM 0 2 0 2 32 4 1 37 156 1 0 157 0 0 0 0 196
Total 0 5 2 7 210 6 8 224 630 3 0 633 0 0 0 0 864
08:00 AM 0 1 1 2 22 2 0 24 137 0 0 137 0 0 0 0 16308:15 AM 0 0 0 0 17 0 0 17 144 0 0 144 0 0 0 0 16108:30 AM 0 2 1 3 21 1 2 24 118 1 0 119 0 0 0 0 14608:45 AM 0 1 0 1 17 2 0 19 103 2 0 105 0 0 0 0 125
Total 0 4 2 6 77 5 2 84 502 3 0 505 0 0 0 0 595
Grand Total 0 9 4 13 287 11 10 308 1132 6 0 1138 0 0 0 0 1459Apprch % 0 69.2 30.8 93.2 3.6 3.2 99.5 0.5 0 0 0 0
Total % 0 0.6 0.3 0.9 19.7 0.8 0.7 21.1 77.6 0.4 0 78 0 0 0 0Passenger Vehicles 0 6 4 10 266 5 9 280 1101 5 0 1106 0 0 0 0 1396% Passenger Vehicles 0 66.7 100 76.9 92.7 45.5 90 90.9 97.3 83.3 0 97.2 0 0 0 0 95.7Large 2 Axle Vehicles 0 1 0 1 8 1 0 9 11 0 0 11 0 0 0 0 21% Large 2 Axle Vehicles 0 11.1 0 7.7 2.8 9.1 0 2.9 1 0 0 1 0 0 0 0 1.4
3 Axle Vehicles 0 0 0 0 5 0 0 5 4 0 0 4 0 0 0 0 9% 3 Axle Vehicles 0 0 0 0 1.7 0 0 1.6 0.4 0 0 0.4 0 0 0 0 0.64+ Axle Trucks 0 2 0 2 8 5 1 14 16 1 0 17 0 0 0 0 33% 4+ Axle Trucks 0 22.2 0 15.4 2.8 45.5 10 4.5 1.4 16.7 0 1.5 0 0 0 0 2.3
Lake StreetSouthbound
I-15 Northbound Off RampWestbound
Lake StreetNorthbound
I-15 Northbound On RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 0 1 1 41 1 1 43 204 1 0 205 0 0 0 0 24907:15 AM 0 2 0 2 71 0 4 75 146 0 0 146 0 0 0 0 22307:30 AM 0 1 1 2 66 1 2 69 124 1 0 125 0 0 0 0 19607:45 AM 0 2 0 2 32 4 1 37 156 1 0 157 0 0 0 0 196
Total Volume 0 5 2 7 210 6 8 224 630 3 0 633 0 0 0 0 864% App. Total 0 71.4 28.6 93.8 2.7 3.6 99.5 0.5 0 0 0 0
PHF .000 .625 .500 .875 .739 .375 .500 .747 .772 .750 .000 .772 .000 .000 .000 .000 .867
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-2
File Name : LKELA15NAMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Northbound RampsWeather: Clear
Lake Street
I-15
Nor
thbo
und
On
Ram
p I-15 N
orthbound Off R
amp
Lake Street
Right2
Thru5
Left0
InOut Total11 7 18
Right8
Thru6 Left210
Out
TotalIn
0 224
224
Left630
Thru3
Right0
Out TotalIn215 633 848
Left0
Thru0
Rig
ht0
Tota
lO
utIn
638
0 63
8
Peak Hour Begins at 07:00 AM Passenger VehiclesLarge 2 Axle Vehicles3 Axle Vehicles4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:15 AM 07:00 AM 07:00 AM 07:00 AM+0 mins. 0 2 0 2 41 1 1 43 204 1 0 205 0 0 0 0
+15 mins. 0 1 1 2 71 0 4 75 146 0 0 146 0 0 0 0+30 mins. 0 2 0 2 66 1 2 69 124 1 0 125 0 0 0 0+45 mins. 0 1 1 2 32 4 1 37 156 1 0 157 0 0 0 0
Total Volume 0 6 2 8 210 6 8 224 630 3 0 633 0 0 0 0% App. Total 0 75 25 93.8 2.7 3.6 99.5 0.5 0 0 0 0
PHF .000 .750 .500 1.000 .739 .375 .500 .747 .772 .750 .000 .772 .000 .000 .000 .000
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-3
File Name : LKELA15NAMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Northbound RampsWeather: Clear
Groups Printed- Passenger VehiclesLake StreetSouthbound
I-15 Northbound Off RampWestbound
Lake StreetNorthbound
I-15 Northbound On RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total07:00 AM 0 0 1 1 38 0 1 39 202 1 0 203 0 0 0 0 24307:15 AM 0 2 0 2 70 0 4 74 145 0 0 145 0 0 0 0 22107:30 AM 0 0 1 1 63 0 2 65 120 0 0 120 0 0 0 0 18607:45 AM 0 2 0 2 30 2 1 33 153 1 0 154 0 0 0 0 189
Total 0 4 2 6 201 2 8 211 620 2 0 622 0 0 0 0 839
08:00 AM 0 0 1 1 21 1 0 22 133 0 0 133 0 0 0 0 15608:15 AM 0 0 0 0 13 0 0 13 141 0 0 141 0 0 0 0 15408:30 AM 0 1 1 2 16 1 1 18 110 1 0 111 0 0 0 0 13108:45 AM 0 1 0 1 15 1 0 16 97 2 0 99 0 0 0 0 116
Total 0 2 2 4 65 3 1 69 481 3 0 484 0 0 0 0 557
Grand Total 0 6 4 10 266 5 9 280 1101 5 0 1106 0 0 0 0 1396Apprch % 0 60 40 95 1.8 3.2 99.5 0.5 0 0 0 0
Total % 0 0.4 0.3 0.7 19.1 0.4 0.6 20.1 78.9 0.4 0 79.2 0 0 0 0
Lake StreetSouthbound
I-15 Northbound Off RampWestbound
Lake StreetNorthbound
I-15 Northbound On RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 0 1 1 38 0 1 39 202 1 0 203 0 0 0 0 24307:15 AM 0 2 0 2 70 0 4 74 145 0 0 145 0 0 0 0 22107:30 AM 0 0 1 1 63 0 2 65 120 0 0 120 0 0 0 0 18607:45 AM 0 2 0 2 30 2 1 33 153 1 0 154 0 0 0 0 189
Total Volume 0 4 2 6 201 2 8 211 620 2 0 622 0 0 0 0 839% App. Total 0 66.7 33.3 95.3 0.9 3.8 99.7 0.3 0 0 0 0
PHF .000 .500 .500 .750 .718 .250 .500 .713 .767 .500 .000 .766 .000 .000 .000 .000 .863
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-4
File Name : LKELA15NAMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Northbound RampsWeather: Clear
Lake Street
I-15
Nor
thbo
und
On
Ram
p I-15 N
orthbound Off R
amp
Lake Street
Right2
Thru4
Left0
InOut Total10 6 16
Right8
Thru2 Left201
Out
TotalIn
0 211
211
Left620
Thru2
Right0
Out TotalIn205 622 827
Left0
Thru0
Rig
ht0
Tota
lO
utIn
624
0 62
4
Peak Hour Begins at 07:00 AM Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM 07:00 AM+0 mins. 0 0 1 1 38 0 1 39 202 1 0 203 0 0 0 0
+15 mins. 0 2 0 2 70 0 4 74 145 0 0 145 0 0 0 0+30 mins. 0 0 1 1 63 0 2 65 120 0 0 120 0 0 0 0+45 mins. 0 2 0 2 30 2 1 33 153 1 0 154 0 0 0 0
Total Volume 0 4 2 6 201 2 8 211 620 2 0 622 0 0 0 0% App. Total 0 66.7 33.3 95.3 0.9 3.8 99.7 0.3 0 0 0 0
PHF .000 .500 .500 .750 .718 .250 .500 .713 .767 .500 .000 .766 .000 .000 .000 .000
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-5
File Name : LKELA15NAMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Northbound RampsWeather: Clear
Groups Printed- Large 2 Axle VehiclesLake StreetSouthbound
I-15 Northbound Off RampWestbound
Lake StreetNorthbound
I-15 Northbound On RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total07:00 AM 0 0 0 0 1 0 0 1 1 0 0 1 0 0 0 0 207:15 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 107:30 AM 0 1 0 1 1 0 0 1 3 0 0 3 0 0 0 0 507:45 AM 0 0 0 0 1 1 0 2 1 0 0 1 0 0 0 0 3
Total 0 1 0 1 4 1 0 5 5 0 0 5 0 0 0 0 11
08:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 108:15 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 108:30 AM 0 0 0 0 2 0 0 2 3 0 0 3 0 0 0 0 508:45 AM 0 0 0 0 1 0 0 1 2 0 0 2 0 0 0 0 3
Total 0 0 0 0 4 0 0 4 6 0 0 6 0 0 0 0 10
Grand Total 0 1 0 1 8 1 0 9 11 0 0 11 0 0 0 0 21Apprch % 0 100 0 88.9 11.1 0 100 0 0 0 0 0
Total % 0 4.8 0 4.8 38.1 4.8 0 42.9 52.4 0 0 52.4 0 0 0 0
Lake StreetSouthbound
I-15 Northbound Off RampWestbound
Lake StreetNorthbound
I-15 Northbound On RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 0 0 0 1 0 0 1 1 0 0 1 0 0 0 0 207:15 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 107:30 AM 0 1 0 1 1 0 0 1 3 0 0 3 0 0 0 0 507:45 AM 0 0 0 0 1 1 0 2 1 0 0 1 0 0 0 0 3
Total Volume 0 1 0 1 4 1 0 5 5 0 0 5 0 0 0 0 11% App. Total 0 100 0 80 20 0 100 0 0 0 0 0
PHF .000 .250 .000 .250 1.00 .250 .000 .625 .417 .000 .000 .417 .000 .000 .000 .000 .550
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-6
File Name : LKELA15NAMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Northbound RampsWeather: Clear
Lake Street
I-15
Nor
thbo
und
On
Ram
p I-15 N
orthbound Off R
amp
Lake Street
Right0
Thru1
Left0
InOut Total0 1 1
Right0
Thru1 Left4
Out
TotalIn
0 5
5
Left5
Thru0
Right0
Out TotalIn5 5 10
Left0
Thru0
Rig
ht0
Tota
lO
utIn
6 0
6
Peak Hour Begins at 07:00 AM Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM 07:00 AM+0 mins. 0 0 0 0 1 0 0 1 1 0 0 1 0 0 0 0
+15 mins. 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0+30 mins. 0 1 0 1 1 0 0 1 3 0 0 3 0 0 0 0+45 mins. 0 0 0 0 1 1 0 2 1 0 0 1 0 0 0 0
Total Volume 0 1 0 1 4 1 0 5 5 0 0 5 0 0 0 0% App. Total 0 100 0 80 20 0 100 0 0 0 0 0
PHF .000 .250 .000 .250 1.000 .250 .000 .625 .417 .000 .000 .417 .000 .000 .000 .000
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-7
File Name : LKELA15NAMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Northbound RampsWeather: Clear
Groups Printed- 3 Axle VehiclesLake StreetSouthbound
I-15 Northbound Off RampWestbound
Lake StreetNorthbound
I-15 Northbound On RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total07:00 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 107:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 007:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 007:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1
08:00 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 108:15 AM 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 208:30 AM 0 0 0 0 1 0 0 1 1 0 0 1 0 0 0 0 208:45 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 3
Total 0 0 0 0 4 0 0 4 4 0 0 4 0 0 0 0 8
Grand Total 0 0 0 0 5 0 0 5 4 0 0 4 0 0 0 0 9Apprch % 0 0 0 100 0 0 100 0 0 0 0 0
Total % 0 0 0 0 55.6 0 0 55.6 44.4 0 0 44.4 0 0 0 0
Lake StreetSouthbound
I-15 Northbound Off RampWestbound
Lake StreetNorthbound
I-15 Northbound On RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 107:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 007:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 007:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1% App. Total 0 0 0 100 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .250 .000 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .250
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-8
File Name : LKELA15NAMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Northbound RampsWeather: Clear
Lake Street
I-15
Nor
thbo
und
On
Ram
p I-15 N
orthbound Off R
amp
Lake Street
Right0
Thru0
Left0
InOut Total0 0 0
Right0
Thru0 Left1
Out
TotalIn
0 1
1
Left0
Thru0
Right0
Out TotalIn1 0 1
Left0
Thru0
Rig
ht0
Tota
lO
utIn
0 0
0
Peak Hour Begins at 07:00 AM 3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM 07:00 AM+0 mins. 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0% App. Total 0 0 0 100 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .250 .000 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-9
File Name : LKELA15NAMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Northbound RampsWeather: Clear
Groups Printed- 4+ Axle TrucksLake StreetSouthbound
I-15 Northbound Off RampWestbound
Lake StreetNorthbound
I-15 Northbound On RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total07:00 AM 0 0 0 0 1 1 0 2 1 0 0 1 0 0 0 0 307:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 107:30 AM 0 0 0 0 2 1 0 3 1 1 0 2 0 0 0 0 507:45 AM 0 0 0 0 1 1 0 2 2 0 0 2 0 0 0 0 4
Total 0 0 0 0 4 3 0 7 5 1 0 6 0 0 0 0 13
08:00 AM 0 1 0 1 0 1 0 1 3 0 0 3 0 0 0 0 508:15 AM 0 0 0 0 1 0 0 1 3 0 0 3 0 0 0 0 408:30 AM 0 1 0 1 2 0 1 3 4 0 0 4 0 0 0 0 808:45 AM 0 0 0 0 1 1 0 2 1 0 0 1 0 0 0 0 3
Total 0 2 0 2 4 2 1 7 11 0 0 11 0 0 0 0 20
Grand Total 0 2 0 2 8 5 1 14 16 1 0 17 0 0 0 0 33Apprch % 0 100 0 57.1 35.7 7.1 94.1 5.9 0 0 0 0
Total % 0 6.1 0 6.1 24.2 15.2 3 42.4 48.5 3 0 51.5 0 0 0 0
Lake StreetSouthbound
I-15 Northbound Off RampWestbound
Lake StreetNorthbound
I-15 Northbound On RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 0 0 0 1 1 0 2 1 0 0 1 0 0 0 0 307:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 107:30 AM 0 0 0 0 2 1 0 3 1 1 0 2 0 0 0 0 507:45 AM 0 0 0 0 1 1 0 2 2 0 0 2 0 0 0 0 4
Total Volume 0 0 0 0 4 3 0 7 5 1 0 6 0 0 0 0 13% App. Total 0 0 0 57.1 42.9 0 83.3 16.7 0 0 0 0
PHF .000 .000 .000 .000 .500 .750 .000 .583 .625 .250 .000 .750 .000 .000 .000 .000 .650
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-10
File Name : LKELA15NAMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Northbound RampsWeather: Clear
Lake Street
I-15
Nor
thbo
und
On
Ram
p I-15 N
orthbound Off R
amp
Lake Street
Right0
Thru0
Left0
InOut Total1 0 1
Right0
Thru3 Left4
Out
TotalIn
0 7
7
Left5
Thru1
Right0
Out TotalIn4 6 10
Left0
Thru0
Rig
ht0
Tota
lO
utIn
8 0
8
Peak Hour Begins at 07:00 AM 4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM 07:00 AM+0 mins. 0 0 0 0 1 1 0 2 1 0 0 1 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0+30 mins. 0 0 0 0 2 1 0 3 1 1 0 2 0 0 0 0+45 mins. 0 0 0 0 1 1 0 2 2 0 0 2 0 0 0 0
Total Volume 0 0 0 0 4 3 0 7 5 1 0 6 0 0 0 0% App. Total 0 0 0 57.1 42.9 0 83.3 16.7 0 0 0 0
PHF .000 .000 .000 .000 .500 .750 .000 .583 .625 .250 .000 .750 .000 .000 .000 .000
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-11
File Name : LKELA15NPMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Northbound RampsWeather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle TrucksLake StreetSouthbound
I-15 Northbound Off RampWestbound
Lake StreetNorthbound
I-15 Northbound On RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total04:00 PM 0 2 3 5 39 1 0 40 93 4 0 97 0 0 0 0 14204:15 PM 0 0 2 2 32 4 0 36 78 1 0 79 0 0 0 0 11704:30 PM 0 2 0 2 36 0 1 37 74 2 0 76 0 0 0 0 11504:45 PM 0 5 2 7 36 0 1 37 71 3 0 74 0 0 0 0 118
Total 0 9 7 16 143 5 2 150 316 10 0 326 0 0 0 0 492
05:00 PM 0 1 0 1 43 3 0 46 71 2 0 73 0 0 0 0 12005:15 PM 0 1 1 2 35 2 3 40 58 1 0 59 0 0 0 0 10105:30 PM 0 4 1 5 39 0 0 39 63 3 0 66 0 0 0 0 11005:45 PM 0 1 3 4 47 2 0 49 46 2 0 48 0 0 0 0 101
Total 0 7 5 12 164 7 3 174 238 8 0 246 0 0 0 0 432
Grand Total 0 16 12 28 307 12 5 324 554 18 0 572 0 0 0 0 924Apprch % 0 57.1 42.9 94.8 3.7 1.5 96.9 3.1 0 0 0 0
Total % 0 1.7 1.3 3 33.2 1.3 0.5 35.1 60 1.9 0 61.9 0 0 0 0Passenger Vehicles 0 12 11 23 302 6 4 312 535 15 0 550 0 0 0 0 885% Passenger Vehicles 0 75 91.7 82.1 98.4 50 80 96.3 96.6 83.3 0 96.2 0 0 0 0 95.8Large 2 Axle Vehicles 0 1 0 1 1 1 0 2 11 1 0 12 0 0 0 0 15% Large 2 Axle Vehicles 0 6.2 0 3.6 0.3 8.3 0 0.6 2 5.6 0 2.1 0 0 0 0 1.6
3 Axle Vehicles 0 3 0 3 0 0 0 0 0 2 0 2 0 0 0 0 5% 3 Axle Vehicles 0 18.8 0 10.7 0 0 0 0 0 11.1 0 0.3 0 0 0 0 0.54+ Axle Trucks 0 0 1 1 4 5 1 10 8 0 0 8 0 0 0 0 19% 4+ Axle Trucks 0 0 8.3 3.6 1.3 41.7 20 3.1 1.4 0 0 1.4 0 0 0 0 2.1
Lake StreetSouthbound
I-15 Northbound Off RampWestbound
Lake StreetNorthbound
I-15 Northbound On RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 2 3 5 39 1 0 40 93 4 0 97 0 0 0 0 14204:15 PM 0 0 2 2 32 4 0 36 78 1 0 79 0 0 0 0 11704:30 PM 0 2 0 2 36 0 1 37 74 2 0 76 0 0 0 0 11504:45 PM 0 5 2 7 36 0 1 37 71 3 0 74 0 0 0 0 118
Total Volume 0 9 7 16 143 5 2 150 316 10 0 326 0 0 0 0 492% App. Total 0 56.2 43.8 95.3 3.3 1.3 96.9 3.1 0 0 0 0
PHF .000 .450 .583 .571 .917 .313 .500 .938 .849 .625 .000 .840 .000 .000 .000 .000 .866
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-12
File Name : LKELA15NPMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Northbound RampsWeather: Clear
Lake Street
I-15
Nor
thbo
und
On
Ram
p I-15 N
orthbound Off R
amp
Lake Street
Right7
Thru9
Left0
InOut Total12 16 28
Right2
Thru5 Left143
Out
TotalIn
0 150
150
Left316
Thru10
Right0
Out TotalIn152 326 478
Left0
Thru0
Rig
ht0
Tota
lO
utIn
328
0 32
8
Peak Hour Begins at 04:00 PM Passenger VehiclesLarge 2 Axle Vehicles3 Axle Vehicles4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
04:00 PM 05:00 PM 04:00 PM 04:00 PM+0 mins. 0 2 3 5 43 3 0 46 93 4 0 97 0 0 0 0
+15 mins. 0 0 2 2 35 2 3 40 78 1 0 79 0 0 0 0+30 mins. 0 2 0 2 39 0 0 39 74 2 0 76 0 0 0 0+45 mins. 0 5 2 7 47 2 0 49 71 3 0 74 0 0 0 0
Total Volume 0 9 7 16 164 7 3 174 316 10 0 326 0 0 0 0% App. Total 0 56.2 43.8 94.3 4 1.7 96.9 3.1 0 0 0 0
PHF .000 .450 .583 .571 .872 .583 .250 .888 .849 .625 .000 .840 .000 .000 .000 .000
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-13
File Name : LKELA15NPMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Northbound RampsWeather: Clear
Groups Printed- Passenger VehiclesLake StreetSouthbound
I-15 Northbound Off RampWestbound
Lake StreetNorthbound
I-15 Northbound On RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total04:00 PM 0 1 3 4 36 1 0 37 90 4 0 94 0 0 0 0 13504:15 PM 0 0 2 2 31 1 0 32 74 1 0 75 0 0 0 0 10904:30 PM 0 2 0 2 36 0 1 37 73 2 0 75 0 0 0 0 11404:45 PM 0 4 2 6 35 0 1 36 69 3 0 72 0 0 0 0 114
Total 0 7 7 14 138 2 2 142 306 10 0 316 0 0 0 0 472
05:00 PM 0 0 0 0 43 1 0 44 68 0 0 68 0 0 0 0 11205:15 PM 0 0 1 1 35 2 2 39 56 1 0 57 0 0 0 0 9705:30 PM 0 4 0 4 39 0 0 39 62 2 0 64 0 0 0 0 10705:45 PM 0 1 3 4 47 1 0 48 43 2 0 45 0 0 0 0 97
Total 0 5 4 9 164 4 2 170 229 5 0 234 0 0 0 0 413
Grand Total 0 12 11 23 302 6 4 312 535 15 0 550 0 0 0 0 885Apprch % 0 52.2 47.8 96.8 1.9 1.3 97.3 2.7 0 0 0 0
Total % 0 1.4 1.2 2.6 34.1 0.7 0.5 35.3 60.5 1.7 0 62.1 0 0 0 0
Lake StreetSouthbound
I-15 Northbound Off RampWestbound
Lake StreetNorthbound
I-15 Northbound On RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 1 3 4 36 1 0 37 90 4 0 94 0 0 0 0 13504:15 PM 0 0 2 2 31 1 0 32 74 1 0 75 0 0 0 0 10904:30 PM 0 2 0 2 36 0 1 37 73 2 0 75 0 0 0 0 11404:45 PM 0 4 2 6 35 0 1 36 69 3 0 72 0 0 0 0 114
Total Volume 0 7 7 14 138 2 2 142 306 10 0 316 0 0 0 0 472% App. Total 0 50 50 97.2 1.4 1.4 96.8 3.2 0 0 0 0
PHF .000 .438 .583 .583 .958 .500 .500 .959 .850 .625 .000 .840 .000 .000 .000 .000 .874
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-14
File Name : LKELA15NPMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Northbound RampsWeather: Clear
Lake Street
I-15
Nor
thbo
und
On
Ram
p I-15 N
orthbound Off R
amp
Lake Street
Right7
Thru7
Left0
InOut Total12 14 26
Right2
Thru2 Left138
Out
TotalIn
0 142
142
Left306
Thru10
Right0
Out TotalIn145 316 461
Left0
Thru0
Rig
ht0
Tota
lO
utIn
315
0 31
5
Peak Hour Begins at 04:00 PM Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM+0 mins. 0 1 3 4 36 1 0 37 90 4 0 94 0 0 0 0
+15 mins. 0 0 2 2 31 1 0 32 74 1 0 75 0 0 0 0+30 mins. 0 2 0 2 36 0 1 37 73 2 0 75 0 0 0 0+45 mins. 0 4 2 6 35 0 1 36 69 3 0 72 0 0 0 0
Total Volume 0 7 7 14 138 2 2 142 306 10 0 316 0 0 0 0% App. Total 0 50 50 97.2 1.4 1.4 96.8 3.2 0 0 0 0
PHF .000 .438 .583 .583 .958 .500 .500 .959 .850 .625 .000 .840 .000 .000 .000 .000
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-15
File Name : LKELA15NPMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Northbound RampsWeather: Clear
Groups Printed- Large 2 Axle VehiclesLake StreetSouthbound
I-15 Northbound Off RampWestbound
Lake StreetNorthbound
I-15 Northbound On RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total04:00 PM 0 0 0 0 1 0 0 1 3 0 0 3 0 0 0 0 404:15 PM 0 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 204:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1
Total 0 0 0 0 1 1 0 2 5 0 0 5 0 0 0 0 7
05:00 PM 0 1 0 1 0 0 0 0 1 1 0 2 0 0 0 0 305:15 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 105:30 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 105:45 PM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 3
Total 0 1 0 1 0 0 0 0 6 1 0 7 0 0 0 0 8
Grand Total 0 1 0 1 1 1 0 2 11 1 0 12 0 0 0 0 15Apprch % 0 100 0 50 50 0 91.7 8.3 0 0 0 0
Total % 0 6.7 0 6.7 6.7 6.7 0 13.3 73.3 6.7 0 80 0 0 0 0
Lake StreetSouthbound
I-15 Northbound Off RampWestbound
Lake StreetNorthbound
I-15 Northbound On RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 1 0 0 1 3 0 0 3 0 0 0 0 404:15 PM 0 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 204:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1
Total Volume 0 0 0 0 1 1 0 2 5 0 0 5 0 0 0 0 7% App. Total 0 0 0 50 50 0 100 0 0 0 0 0
PHF .000 .000 .000 .000 .250 .250 .000 .500 .417 .000 .000 .417 .000 .000 .000 .000 .438
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-16
File Name : LKELA15NPMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Northbound RampsWeather: Clear
Lake Street
I-15
Nor
thbo
und
On
Ram
p I-15 N
orthbound Off R
amp
Lake Street
Right0
Thru0
Left0
InOut Total0 0 0
Right0
Thru1 Left1
Out
TotalIn
0 2
2
Left5
Thru0
Right0
Out TotalIn1 5 6
Left0
Thru0
Rig
ht0
Tota
lO
utIn
6 0
6
Peak Hour Begins at 04:00 PM Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM+0 mins. 0 0 0 0 1 0 0 1 3 0 0 3 0 0 0 0
+15 mins. 0 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0+45 mins. 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0
Total Volume 0 0 0 0 1 1 0 2 5 0 0 5 0 0 0 0% App. Total 0 0 0 50 50 0 100 0 0 0 0 0
PHF .000 .000 .000 .000 .250 .250 .000 .500 .417 .000 .000 .417 .000 .000 .000 .000
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-17
File Name : LKELA15NPMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Northbound RampsWeather: Clear
Groups Printed- 3 Axle VehiclesLake StreetSouthbound
I-15 Northbound Off RampWestbound
Lake StreetNorthbound
I-15 Northbound On RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total04:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 104:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
05:00 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 105:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 105:30 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 105:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3
Grand Total 0 3 0 3 0 0 0 0 0 2 0 2 0 0 0 0 5Apprch % 0 100 0 0 0 0 0 100 0 0 0 0
Total % 0 60 0 60 0 0 0 0 0 40 0 40 0 0 0 0
Lake StreetSouthbound
I-15 Northbound Off RampWestbound
Lake StreetNorthbound
I-15 Northbound On RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 104:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total Volume 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2% App. Total 0 100 0 0 0 0 0 0 0 0 0 0
PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .500
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-18
File Name : LKELA15NPMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Northbound RampsWeather: Clear
Lake Street
I-15
Nor
thbo
und
On
Ram
p I-15 N
orthbound Off R
amp
Lake Street
Right0
Thru2
Left0
InOut Total0 2 2
Right0
Thru0 Left0
Out
TotalIn
0 0
0
Left0
Thru0
Right0
Out TotalIn2 0 2
Left0
Thru0
Rig
ht0
Tota
lO
utIn
0 0
0
Peak Hour Begins at 04:00 PM 3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM+0 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0+45 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0% App. Total 0 100 0 0 0 0 0 0 0 0 0 0
PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-19
File Name : LKELA15NPMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Northbound RampsWeather: Clear
Groups Printed- 4+ Axle TrucksLake StreetSouthbound
I-15 Northbound Off RampWestbound
Lake StreetNorthbound
I-15 Northbound On RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total04:00 PM 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 204:15 PM 0 0 0 0 1 2 0 3 3 0 0 3 0 0 0 0 604:30 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 104:45 PM 0 0 0 0 1 0 0 1 1 0 0 1 0 0 0 0 2
Total 0 0 0 0 4 2 0 6 5 0 0 5 0 0 0 0 11
05:00 PM 0 0 0 0 0 2 0 2 2 0 0 2 0 0 0 0 405:15 PM 0 0 0 0 0 0 1 1 1 0 0 1 0 0 0 0 205:30 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 105:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
Total 0 0 1 1 0 3 1 4 3 0 0 3 0 0 0 0 8
Grand Total 0 0 1 1 4 5 1 10 8 0 0 8 0 0 0 0 19Apprch % 0 0 100 40 50 10 100 0 0 0 0 0
Total % 0 0 5.3 5.3 21.1 26.3 5.3 52.6 42.1 0 0 42.1 0 0 0 0
Lake StreetSouthbound
I-15 Northbound Off RampWestbound
Lake StreetNorthbound
I-15 Northbound On RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 204:15 PM 0 0 0 0 1 2 0 3 3 0 0 3 0 0 0 0 604:30 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 104:45 PM 0 0 0 0 1 0 0 1 1 0 0 1 0 0 0 0 2
Total Volume 0 0 0 0 4 2 0 6 5 0 0 5 0 0 0 0 11% App. Total 0 0 0 66.7 33.3 0 100 0 0 0 0 0
PHF .000 .000 .000 .000 .500 .250 .000 .500 .417 .000 .000 .417 .000 .000 .000 .000 .458
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-20
File Name : LKELA15NPMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Northbound RampsWeather: Clear
Lake Street
I-15
Nor
thbo
und
On
Ram
p I-15 N
orthbound Off R
amp
Lake Street
Right0
Thru0
Left0
InOut Total0 0 0
Right0
Thru2 Left4
Out
TotalIn
0 6
6
Left5
Thru0
Right0
Out TotalIn4 5 9
Left0
Thru0
Rig
ht0
Tota
lO
utIn
7 0
7
Peak Hour Begins at 04:00 PM 4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM+0 mins. 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 1 2 0 3 3 0 0 3 0 0 0 0+30 mins. 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0+45 mins. 0 0 0 0 1 0 0 1 1 0 0 1 0 0 0 0
Total Volume 0 0 0 0 4 2 0 6 5 0 0 5 0 0 0 0% App. Total 0 0 0 66.7 33.3 0 100 0 0 0 0 0
PHF .000 .000 .000 .000 .500 .250 .000 .500 .417 .000 .000 .417 .000 .000 .000 .000
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-21
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1 Kendall-Palm Commercial, San Bernardino
N:\3700\2163782 - Temescal Canyon Wash Bridge Project, Lake Elsinore\Report\3782 Sub-Dividers.doc
APPENDIX A-II
INTERSECTION #2
A-22
File Name : LKELA15SAMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Southbound RampsWeather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle TrucksLake StreetSouthbound
I-15 Southbound On RampWestbound
Lake StreetNorthbound
I-15 Southbound Off RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total07:00 AM 1 43 0 44 0 0 0 0 0 199 93 292 0 1 44 45 38107:15 AM 1 65 0 66 0 0 0 0 0 148 70 218 1 0 43 44 32807:30 AM 1 71 0 72 0 0 0 0 0 123 38 161 0 1 48 49 28207:45 AM 1 36 0 37 0 0 0 0 0 156 55 211 0 0 56 56 304
Total 4 215 0 219 0 0 0 0 0 626 256 882 1 2 191 194 1295
08:00 AM 0 24 0 24 0 0 0 0 0 140 39 179 0 2 52 54 25708:15 AM 0 22 0 22 0 0 0 0 0 141 36 177 1 0 47 48 24708:30 AM 1 21 0 22 0 0 0 0 0 116 23 139 1 0 34 35 19608:45 AM 2 21 0 23 0 0 0 0 0 104 24 128 4 0 28 32 183
Total 3 88 0 91 0 0 0 0 0 501 122 623 6 2 161 169 883
Grand Total 7 303 0 310 0 0 0 0 0 1127 378 1505 7 4 352 363 2178Apprch % 2.3 97.7 0 0 0 0 0 74.9 25.1 1.9 1.1 97
Total % 0.3 13.9 0 14.2 0 0 0 0 0 51.7 17.4 69.1 0.3 0.2 16.2 16.7Passenger Vehicles 5 279 0 284 0 0 0 0 0 1103 355 1458 6 2 320 328 2070% Passenger Vehicles 71.4 92.1 0 91.6 0 0 0 0 0 97.9 93.9 96.9 85.7 50 90.9 90.4 95Large 2 Axle Vehicles 1 3 0 4 0 0 0 0 0 5 6 11 0 1 10 11 26% Large 2 Axle Vehicles 14.3 1 0 1.3 0 0 0 0 0 0.4 1.6 0.7 0 25 2.8 3 1.2
3 Axle Vehicles 0 9 0 9 0 0 0 0 0 3 7 10 0 0 4 4 23% 3 Axle Vehicles 0 3 0 2.9 0 0 0 0 0 0.3 1.9 0.7 0 0 1.1 1.1 1.14+ Axle Trucks 1 12 0 13 0 0 0 0 0 16 10 26 1 1 18 20 59% 4+ Axle Trucks 14.3 4 0 4.2 0 0 0 0 0 1.4 2.6 1.7 14.3 25 5.1 5.5 2.7
Lake StreetSouthbound
I-15 Southbound On RampWestbound
Lake StreetNorthbound
I-15 Southbound Off RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 1 43 0 44 0 0 0 0 0 199 93 292 0 1 44 45 38107:15 AM 1 65 0 66 0 0 0 0 0 148 70 218 1 0 43 44 32807:30 AM 1 71 0 72 0 0 0 0 0 123 38 161 0 1 48 49 28207:45 AM 1 36 0 37 0 0 0 0 0 156 55 211 0 0 56 56 304
Total Volume 4 215 0 219 0 0 0 0 0 626 256 882 1 2 191 194 1295% App. Total 1.8 98.2 0 0 0 0 0 71 29 0.5 1 98.5
PHF 1.00 .757 .000 .760 .000 .000 .000 .000 .000 .786 .688 .755 .250 .500 .853 .866 .850
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-23
File Name : LKELA15SAMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Southbound RampsWeather: Clear
Lake Street
I-15
Sou
thbo
und
Off
Ram
p I-15 S
outhbound On R
amp
Lake Street
Right0
Thru215
Left4
InOut Total627 219 846
Right0
Thru0 Left0
Out
TotalIn
262 0
262
Left0
Thru626
Right256
Out TotalIn406 882 1288
Left1
Thru2
Rig
ht191
Tota
lO
utIn
0 19
4 19
4
Peak Hour Begins at 07:00 AM Passenger VehiclesLarge 2 Axle Vehicles3 Axle Vehicles4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM 07:30 AM+0 mins. 1 43 0 44 0 0 0 0 0 199 93 292 0 1 48 49
+15 mins. 1 65 0 66 0 0 0 0 0 148 70 218 0 0 56 56+30 mins. 1 71 0 72 0 0 0 0 0 123 38 161 0 2 52 54+45 mins. 1 36 0 37 0 0 0 0 0 156 55 211 1 0 47 48
Total Volume 4 215 0 219 0 0 0 0 0 626 256 882 1 3 203 207% App. Total 1.8 98.2 0 0 0 0 0 71 29 0.5 1.4 98.1
PHF 1.000 .757 .000 .760 .000 .000 .000 .000 .000 .786 .688 .755 .250 .375 .906 .924
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-24
File Name : LKELA15SAMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Southbound RampsWeather: Clear
Groups Printed- Passenger VehiclesLake StreetSouthbound
I-15 Southbound On RampWestbound
Lake StreetNorthbound
I-15 Southbound Off RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total07:00 AM 1 41 0 42 0 0 0 0 0 197 89 286 0 1 38 39 36707:15 AM 1 64 0 65 0 0 0 0 0 147 68 215 0 0 38 38 31807:30 AM 1 69 0 70 0 0 0 0 0 120 35 155 0 0 42 42 26707:45 AM 0 35 0 35 0 0 0 0 0 154 53 207 0 0 52 52 294
Total 3 209 0 212 0 0 0 0 0 618 245 863 0 1 170 171 1246
08:00 AM 0 23 0 23 0 0 0 0 0 137 37 174 0 1 48 49 24608:15 AM 0 15 0 15 0 0 0 0 0 136 32 168 1 0 44 45 22808:30 AM 1 17 0 18 0 0 0 0 0 110 20 130 1 0 33 34 18208:45 AM 1 15 0 16 0 0 0 0 0 102 21 123 4 0 25 29 168
Total 2 70 0 72 0 0 0 0 0 485 110 595 6 1 150 157 824
Grand Total 5 279 0 284 0 0 0 0 0 1103 355 1458 6 2 320 328 2070Apprch % 1.8 98.2 0 0 0 0 0 75.7 24.3 1.8 0.6 97.6
Total % 0.2 13.5 0 13.7 0 0 0 0 0 53.3 17.1 70.4 0.3 0.1 15.5 15.8
Lake StreetSouthbound
I-15 Southbound On RampWestbound
Lake StreetNorthbound
I-15 Southbound Off RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 1 41 0 42 0 0 0 0 0 197 89 286 0 1 38 39 36707:15 AM 1 64 0 65 0 0 0 0 0 147 68 215 0 0 38 38 31807:30 AM 1 69 0 70 0 0 0 0 0 120 35 155 0 0 42 42 26707:45 AM 0 35 0 35 0 0 0 0 0 154 53 207 0 0 52 52 294
Total Volume 3 209 0 212 0 0 0 0 0 618 245 863 0 1 170 171 1246% App. Total 1.4 98.6 0 0 0 0 0 71.6 28.4 0 0.6 99.4
PHF .750 .757 .000 .757 .000 .000 .000 .000 .000 .784 .688 .754 .000 .250 .817 .822 .849
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-25
File Name : LKELA15SAMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Southbound RampsWeather: Clear
Lake Street
I-15
Sou
thbo
und
Off
Ram
p I-15 S
outhbound On R
amp
Lake Street
Right0
Thru209
Left3
InOut Total618 212 830
Right0
Thru0 Left0
Out
TotalIn
249 0
249
Left0
Thru618
Right245
Out TotalIn379 863 1242
Left0
Thru1
Rig
ht170
Tota
lO
utIn
0 17
1 17
1
Peak Hour Begins at 07:00 AM Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM 07:00 AM+0 mins. 1 41 0 42 0 0 0 0 0 197 89 286 0 1 38 39
+15 mins. 1 64 0 65 0 0 0 0 0 147 68 215 0 0 38 38+30 mins. 1 69 0 70 0 0 0 0 0 120 35 155 0 0 42 42+45 mins. 0 35 0 35 0 0 0 0 0 154 53 207 0 0 52 52
Total Volume 3 209 0 212 0 0 0 0 0 618 245 863 0 1 170 171% App. Total 1.4 98.6 0 0 0 0 0 71.6 28.4 0 0.6 99.4
PHF .750 .757 .000 .757 .000 .000 .000 .000 .000 .784 .688 .754 .000 .250 .817 .822
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-26
File Name : LKELA15SAMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Southbound RampsWeather: Clear
Groups Printed- Large 2 Axle VehiclesLake StreetSouthbound
I-15 Southbound On RampWestbound
Lake StreetNorthbound
I-15 Southbound Off RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total07:00 AM 0 0 0 0 0 0 0 0 0 1 1 2 0 0 3 3 507:15 AM 0 0 0 0 0 0 0 0 0 1 2 3 0 0 2 2 507:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 4 407:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
Total 0 0 0 0 0 0 0 0 0 2 3 5 0 1 9 10 15
08:00 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 108:15 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 108:30 AM 0 1 0 1 0 0 0 0 0 3 0 3 0 0 1 1 508:45 AM 1 1 0 2 0 0 0 0 0 0 2 2 0 0 0 0 4
Total 1 3 0 4 0 0 0 0 0 3 3 6 0 0 1 1 11
Grand Total 1 3 0 4 0 0 0 0 0 5 6 11 0 1 10 11 26Apprch % 25 75 0 0 0 0 0 45.5 54.5 0 9.1 90.9
Total % 3.8 11.5 0 15.4 0 0 0 0 0 19.2 23.1 42.3 0 3.8 38.5 42.3
Lake StreetSouthbound
I-15 Southbound On RampWestbound
Lake StreetNorthbound
I-15 Southbound Off RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 0 0 0 0 0 0 0 0 1 1 2 0 0 3 3 507:15 AM 0 0 0 0 0 0 0 0 0 1 2 3 0 0 2 2 507:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 4 407:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
Total Volume 0 0 0 0 0 0 0 0 0 2 3 5 0 1 9 10 15% App. Total 0 0 0 0 0 0 0 40 60 0 10 90
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .375 .417 .000 .250 .750 .625 .750
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-27
File Name : LKELA15SAMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Southbound RampsWeather: Clear
Lake Street
I-15
Sou
thbo
und
Off
Ram
p I-15 S
outhbound On R
amp
Lake Street
Right0
Thru0
Left0
InOut Total2 0 2
Right0
Thru0 Left0
Out
TotalIn
4 0
4
Left0
Thru2
Right3
Out TotalIn9 5 14
Left0
Thru1
Rig
ht9
Tota
lO
utIn
0 10
10
Peak Hour Begins at 07:00 AM Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM 07:00 AM+0 mins. 0 0 0 0 0 0 0 0 0 1 1 2 0 0 3 3
+15 mins. 0 0 0 0 0 0 0 0 0 1 2 3 0 0 2 2+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 4+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1
Total Volume 0 0 0 0 0 0 0 0 0 2 3 5 0 1 9 10% App. Total 0 0 0 0 0 0 0 40 60 0 10 90
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .375 .417 .000 .250 .750 .625
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-28
File Name : LKELA15SAMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Southbound RampsWeather: Clear
Groups Printed- 3 Axle VehiclesLake StreetSouthbound
I-15 Southbound On RampWestbound
Lake StreetNorthbound
I-15 Southbound Off RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total07:00 AM 0 1 0 1 0 0 0 0 0 1 1 2 0 0 0 0 307:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 007:30 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 207:45 AM 0 1 0 1 0 0 0 0 0 0 1 1 0 0 0 0 2
Total 0 2 0 2 0 0 0 0 0 1 3 4 0 0 1 1 7
08:00 AM 0 1 0 1 0 0 0 0 0 0 1 1 0 0 2 2 408:15 AM 0 2 0 2 0 0 0 0 0 1 1 2 0 0 1 1 508:30 AM 0 1 0 1 0 0 0 0 0 1 1 2 0 0 0 0 308:45 AM 0 3 0 3 0 0 0 0 0 0 1 1 0 0 0 0 4
Total 0 7 0 7 0 0 0 0 0 2 4 6 0 0 3 3 16
Grand Total 0 9 0 9 0 0 0 0 0 3 7 10 0 0 4 4 23Apprch % 0 100 0 0 0 0 0 30 70 0 0 100
Total % 0 39.1 0 39.1 0 0 0 0 0 13 30.4 43.5 0 0 17.4 17.4
Lake StreetSouthbound
I-15 Southbound On RampWestbound
Lake StreetNorthbound
I-15 Southbound Off RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 1 0 1 0 0 0 0 0 1 1 2 0 0 0 0 307:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 007:30 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 207:45 AM 0 1 0 1 0 0 0 0 0 0 1 1 0 0 0 0 2
Total Volume 0 2 0 2 0 0 0 0 0 1 3 4 0 0 1 1 7% App. Total 0 100 0 0 0 0 0 25 75 0 0 100
PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .250 .750 .500 .000 .000 .250 .250 .583
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-29
File Name : LKELA15SAMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Southbound RampsWeather: Clear
Lake Street
I-15
Sou
thbo
und
Off
Ram
p I-15 S
outhbound On R
amp
Lake Street
Right0
Thru2
Left0
InOut Total1 2 3
Right0
Thru0 Left0
Out
TotalIn
3 0
3
Left0
Thru1
Right3
Out TotalIn3 4 7
Left0
Thru0
Rig
ht1
Tota
lO
utIn
0 1
1
Peak Hour Begins at 07:00 AM 3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM 07:00 AM+0 mins. 0 1 0 1 0 0 0 0 0 1 1 2 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0+30 mins. 0 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1+45 mins. 0 1 0 1 0 0 0 0 0 0 1 1 0 0 0 0
Total Volume 0 2 0 2 0 0 0 0 0 1 3 4 0 0 1 1% App. Total 0 100 0 0 0 0 0 25 75 0 0 100
PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .250 .750 .500 .000 .000 .250 .250
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-30
File Name : LKELA15SAMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Southbound RampsWeather: Clear
Groups Printed- 4+ Axle TrucksLake StreetSouthbound
I-15 Southbound On RampWestbound
Lake StreetNorthbound
I-15 Southbound Off RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total07:00 AM 0 1 0 1 0 0 0 0 0 0 2 2 0 0 3 3 607:15 AM 0 1 0 1 0 0 0 0 0 0 0 0 1 0 3 4 507:30 AM 0 2 0 2 0 0 0 0 0 3 2 5 0 0 2 2 907:45 AM 1 0 0 1 0 0 0 0 0 2 1 3 0 0 3 3 7
Total 1 4 0 5 0 0 0 0 0 5 5 10 1 0 11 12 27
08:00 AM 0 0 0 0 0 0 0 0 0 3 0 3 0 1 2 3 608:15 AM 0 4 0 4 0 0 0 0 0 4 3 7 0 0 2 2 1308:30 AM 0 2 0 2 0 0 0 0 0 2 2 4 0 0 0 0 608:45 AM 0 2 0 2 0 0 0 0 0 2 0 2 0 0 3 3 7
Total 0 8 0 8 0 0 0 0 0 11 5 16 0 1 7 8 32
Grand Total 1 12 0 13 0 0 0 0 0 16 10 26 1 1 18 20 59Apprch % 7.7 92.3 0 0 0 0 0 61.5 38.5 5 5 90
Total % 1.7 20.3 0 22 0 0 0 0 0 27.1 16.9 44.1 1.7 1.7 30.5 33.9
Lake StreetSouthbound
I-15 Southbound On RampWestbound
Lake StreetNorthbound
I-15 Southbound Off RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 1 0 1 0 0 0 0 0 0 2 2 0 0 3 3 607:15 AM 0 1 0 1 0 0 0 0 0 0 0 0 1 0 3 4 507:30 AM 0 2 0 2 0 0 0 0 0 3 2 5 0 0 2 2 907:45 AM 1 0 0 1 0 0 0 0 0 2 1 3 0 0 3 3 7
Total Volume 1 4 0 5 0 0 0 0 0 5 5 10 1 0 11 12 27% App. Total 20 80 0 0 0 0 0 50 50 8.3 0 91.7
PHF .250 .500 .000 .625 .000 .000 .000 .000 .000 .417 .625 .500 .250 .000 .917 .750 .750
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-31
File Name : LKELA15SAMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Southbound RampsWeather: Clear
Lake Street
I-15
Sou
thbo
und
Off
Ram
p I-15 S
outhbound On R
amp
Lake Street
Right0
Thru4
Left1
InOut Total6 5 11
Right0
Thru0 Left0
Out
TotalIn
6 0
6
Left0
Thru5
Right5
Out TotalIn15 10 25
Left1
Thru0
Rig
ht11
Tota
lO
utIn
0 12
12
Peak Hour Begins at 07:00 AM 4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM 07:00 AM+0 mins. 0 1 0 1 0 0 0 0 0 0 2 2 0 0 3 3
+15 mins. 0 1 0 1 0 0 0 0 0 0 0 0 1 0 3 4+30 mins. 0 2 0 2 0 0 0 0 0 3 2 5 0 0 2 2+45 mins. 1 0 0 1 0 0 0 0 0 2 1 3 0 0 3 3
Total Volume 1 4 0 5 0 0 0 0 0 5 5 10 1 0 11 12% App. Total 20 80 0 0 0 0 0 50 50 8.3 0 91.7
PHF .250 .500 .000 .625 .000 .000 .000 .000 .000 .417 .625 .500 .250 .000 .917 .750
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-32
File Name : LKELA15SPMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Southbound RampsWeather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle TrucksLake StreetSouthbound
I-15 Southbound On RampWestbound
Lake StreetNorthbound
I-15 Southbound Off RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total04:00 PM 2 39 0 41 0 0 0 0 0 89 38 127 5 3 155 163 33104:15 PM 0 32 0 32 0 0 0 0 0 78 32 110 1 2 163 166 30804:30 PM 0 35 0 35 0 0 0 0 0 75 38 113 0 3 172 175 32304:45 PM 4 37 0 41 0 0 0 0 0 72 38 110 2 2 164 168 319
Total 6 143 0 149 0 0 0 0 0 314 146 460 8 10 654 672 1281
05:00 PM 2 44 0 46 0 0 0 0 0 76 30 106 2 1 155 158 31005:15 PM 0 36 0 36 0 0 0 0 0 58 32 90 0 1 193 194 32005:30 PM 1 42 0 43 0 0 0 0 0 65 29 94 3 4 190 197 33405:45 PM 2 48 0 50 0 0 0 0 0 53 24 77 1 1 172 174 301
Total 5 170 0 175 0 0 0 0 0 252 115 367 6 7 710 723 1265
Grand Total 11 313 0 324 0 0 0 0 0 566 261 827 14 17 1364 1395 2546Apprch % 3.4 96.6 0 0 0 0 0 68.4 31.6 1 1.2 97.8
Total % 0.4 12.3 0 12.7 0 0 0 0 0 22.2 10.3 32.5 0.5 0.7 53.6 54.8Passenger Vehicles 11 304 0 315 0 0 0 0 0 540 251 791 13 16 1345 1374 2480% Passenger Vehicles 100 97.1 0 97.2 0 0 0 0 0 95.4 96.2 95.6 92.9 94.1 98.6 98.5 97.4Large 2 Axle Vehicles 0 2 0 2 0 0 0 0 0 14 6 20 0 0 17 17 39% Large 2 Axle Vehicles 0 0.6 0 0.6 0 0 0 0 0 2.5 2.3 2.4 0 0 1.2 1.2 1.5
3 Axle Vehicles 0 3 0 3 0 0 0 0 0 2 0 2 1 0 0 1 6% 3 Axle Vehicles 0 1 0 0.9 0 0 0 0 0 0.4 0 0.2 7.1 0 0 0.1 0.24+ Axle Trucks 0 4 0 4 0 0 0 0 0 10 4 14 0 1 2 3 21% 4+ Axle Trucks 0 1.3 0 1.2 0 0 0 0 0 1.8 1.5 1.7 0 5.9 0.1 0.2 0.8
Lake StreetSouthbound
I-15 Southbound On RampWestbound
Lake StreetNorthbound
I-15 Southbound Off RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 4 37 0 41 0 0 0 0 0 72 38 110 2 2 164 168 31905:00 PM 2 44 0 46 0 0 0 0 0 76 30 106 2 1 155 158 31005:15 PM 0 36 0 36 0 0 0 0 0 58 32 90 0 1 193 194 32005:30 PM 1 42 0 43 0 0 0 0 0 65 29 94 3 4 190 197 334
Total Volume 7 159 0 166 0 0 0 0 0 271 129 400 7 8 702 717 1283% App. Total 4.2 95.8 0 0 0 0 0 67.8 32.2 1 1.1 97.9
PHF .438 .903 .000 .902 .000 .000 .000 .000 .000 .891 .849 .909 .583 .500 .909 .910 .960
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-33
File Name : LKELA15SPMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Southbound RampsWeather: Clear
Lake Street
I-15
Sou
thbo
und
Off
Ram
p I-15 S
outhbound On R
amp
Lake Street
Right0
Thru159
Left7
InOut Total278 166 444
Right0
Thru0 Left0
Out
TotalIn
144 0
144
Left0
Thru271
Right129
Out TotalIn861 400 1261
Left7
Thru8
Rig
ht702
Tota
lO
utIn
0 71
7 71
7
Peak Hour Begins at 04:45 PM Passenger VehiclesLarge 2 Axle Vehicles3 Axle Vehicles4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
05:00 PM 04:00 PM 04:00 PM 05:00 PM+0 mins. 2 44 0 46 0 0 0 0 0 89 38 127 2 1 155 158
+15 mins. 0 36 0 36 0 0 0 0 0 78 32 110 0 1 193 194+30 mins. 1 42 0 43 0 0 0 0 0 75 38 113 3 4 190 197+45 mins. 2 48 0 50 0 0 0 0 0 72 38 110 1 1 172 174
Total Volume 5 170 0 175 0 0 0 0 0 314 146 460 6 7 710 723% App. Total 2.9 97.1 0 0 0 0 0 68.3 31.7 0.8 1 98.2
PHF .625 .885 .000 .875 .000 .000 .000 .000 .000 .882 .961 .906 .500 .438 .920 .918
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-34
File Name : LKELA15SPMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Southbound RampsWeather: Clear
Groups Printed- Passenger VehiclesLake StreetSouthbound
I-15 Southbound On RampWestbound
Lake StreetNorthbound
I-15 Southbound Off RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total04:00 PM 2 35 0 37 0 0 0 0 0 86 38 124 5 3 150 158 31904:15 PM 0 31 0 31 0 0 0 0 0 74 30 104 1 2 160 163 29804:30 PM 0 35 0 35 0 0 0 0 0 74 37 111 0 2 169 171 31704:45 PM 4 35 0 39 0 0 0 0 0 68 34 102 2 2 162 166 307
Total 6 136 0 142 0 0 0 0 0 302 139 441 8 9 641 658 1241
05:00 PM 2 43 0 45 0 0 0 0 0 69 30 99 1 1 153 155 29905:15 PM 0 35 0 35 0 0 0 0 0 57 31 88 0 1 191 192 31505:30 PM 1 42 0 43 0 0 0 0 0 63 28 91 3 4 189 196 33005:45 PM 2 48 0 50 0 0 0 0 0 49 23 72 1 1 171 173 295
Total 5 168 0 173 0 0 0 0 0 238 112 350 5 7 704 716 1239
Grand Total 11 304 0 315 0 0 0 0 0 540 251 791 13 16 1345 1374 2480Apprch % 3.5 96.5 0 0 0 0 0 68.3 31.7 0.9 1.2 97.9
Total % 0.4 12.3 0 12.7 0 0 0 0 0 21.8 10.1 31.9 0.5 0.6 54.2 55.4
Lake StreetSouthbound
I-15 Southbound On RampWestbound
Lake StreetNorthbound
I-15 Southbound Off RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 4 35 0 39 0 0 0 0 0 68 34 102 2 2 162 166 30705:00 PM 2 43 0 45 0 0 0 0 0 69 30 99 1 1 153 155 29905:15 PM 0 35 0 35 0 0 0 0 0 57 31 88 0 1 191 192 31505:30 PM 1 42 0 43 0 0 0 0 0 63 28 91 3 4 189 196 330
Total Volume 7 155 0 162 0 0 0 0 0 257 123 380 6 8 695 709 1251% App. Total 4.3 95.7 0 0 0 0 0 67.6 32.4 0.8 1.1 98
PHF .438 .901 .000 .900 .000 .000 .000 .000 .000 .931 .904 .931 .500 .500 .910 .904 .948
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-35
File Name : LKELA15SPMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Southbound RampsWeather: Clear
Lake Street
I-15
Sou
thbo
und
Off
Ram
p I-15 S
outhbound On R
amp
Lake Street
Right0
Thru155
Left7
InOut Total263 162 425
Right0
Thru0 Left0
Out
TotalIn
138 0
138
Left0
Thru257
Right123
Out TotalIn850 380 1230
Left6
Thru8
Rig
ht695
Tota
lO
utIn
0 70
9 70
9
Peak Hour Begins at 04:45 PM Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM+0 mins. 4 35 0 39 0 0 0 0 0 68 34 102 2 2 162 166
+15 mins. 2 43 0 45 0 0 0 0 0 69 30 99 1 1 153 155+30 mins. 0 35 0 35 0 0 0 0 0 57 31 88 0 1 191 192+45 mins. 1 42 0 43 0 0 0 0 0 63 28 91 3 4 189 196
Total Volume 7 155 0 162 0 0 0 0 0 257 123 380 6 8 695 709% App. Total 4.3 95.7 0 0 0 0 0 67.6 32.4 0.8 1.1 98
PHF .438 .901 .000 .900 .000 .000 .000 .000 .000 .931 .904 .931 .500 .500 .910 .904
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-36
File Name : LKELA15SPMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Southbound RampsWeather: Clear
Groups Printed- Large 2 Axle VehiclesLake StreetSouthbound
I-15 Southbound On RampWestbound
Lake StreetNorthbound
I-15 Southbound Off RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total04:00 PM 0 1 0 1 0 0 0 0 0 3 0 3 0 0 4 4 804:15 PM 0 0 0 0 0 0 0 0 0 1 2 3 0 0 3 3 604:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 304:45 PM 0 0 0 0 0 0 0 0 0 3 1 4 0 0 2 2 6
Total 0 1 0 1 0 0 0 0 0 7 3 10 0 0 12 12 23
05:00 PM 0 1 0 1 0 0 0 0 0 2 0 2 0 0 2 2 505:15 PM 0 0 0 0 0 0 0 0 0 1 1 2 0 0 1 1 305:30 PM 0 0 0 0 0 0 0 0 0 1 1 2 0 0 1 1 305:45 PM 0 0 0 0 0 0 0 0 0 3 1 4 0 0 1 1 5
Total 0 1 0 1 0 0 0 0 0 7 3 10 0 0 5 5 16
Grand Total 0 2 0 2 0 0 0 0 0 14 6 20 0 0 17 17 39Apprch % 0 100 0 0 0 0 0 70 30 0 0 100
Total % 0 5.1 0 5.1 0 0 0 0 0 35.9 15.4 51.3 0 0 43.6 43.6
Lake StreetSouthbound
I-15 Southbound On RampWestbound
Lake StreetNorthbound
I-15 Southbound Off RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 0 0 0 0 0 3 1 4 0 0 2 2 605:00 PM 0 1 0 1 0 0 0 0 0 2 0 2 0 0 2 2 505:15 PM 0 0 0 0 0 0 0 0 0 1 1 2 0 0 1 1 305:30 PM 0 0 0 0 0 0 0 0 0 1 1 2 0 0 1 1 3
Total Volume 0 1 0 1 0 0 0 0 0 7 3 10 0 0 6 6 17% App. Total 0 100 0 0 0 0 0 70 30 0 0 100
PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .583 .750 .625 .000 .000 .750 .750 .708
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-37
File Name : LKELA15SPMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Southbound RampsWeather: Clear
Lake Street
I-15
Sou
thbo
und
Off
Ram
p I-15 S
outhbound On R
amp
Lake Street
Right0
Thru1
Left0
InOut Total7 1 8
Right0
Thru0 Left0
Out
TotalIn
3 0
3
Left0
Thru7
Right3
Out TotalIn7 10 17
Left0
Thru0
Rig
ht6
Tota
lO
utIn
0 6
6
Peak Hour Begins at 04:45 PM Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM+0 mins. 0 0 0 0 0 0 0 0 0 3 1 4 0 0 2 2
+15 mins. 0 1 0 1 0 0 0 0 0 2 0 2 0 0 2 2+30 mins. 0 0 0 0 0 0 0 0 0 1 1 2 0 0 1 1+45 mins. 0 0 0 0 0 0 0 0 0 1 1 2 0 0 1 1
Total Volume 0 1 0 1 0 0 0 0 0 7 3 10 0 0 6 6% App. Total 0 100 0 0 0 0 0 70 30 0 0 100
PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .583 .750 .625 .000 .000 .750 .750
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-38
File Name : LKELA15SPMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Southbound RampsWeather: Clear
Groups Printed- 3 Axle VehiclesLake StreetSouthbound
I-15 Southbound On RampWestbound
Lake StreetNorthbound
I-15 Southbound Off RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total04:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 104:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
05:00 PM 0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 1 205:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 105:30 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 105:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 0 1 0 0 0 0 0 2 0 2 1 0 0 1 4
Grand Total 0 3 0 3 0 0 0 0 0 2 0 2 1 0 0 1 6Apprch % 0 100 0 0 0 0 0 100 0 100 0 0
Total % 0 50 0 50 0 0 0 0 0 33.3 0 33.3 16.7 0 0 16.7
Lake StreetSouthbound
I-15 Southbound On RampWestbound
Lake StreetNorthbound
I-15 Southbound Off RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 105:00 PM 0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 1 205:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 105:30 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
Total Volume 0 2 0 2 0 0 0 0 0 2 0 2 1 0 0 1 5% App. Total 0 100 0 0 0 0 0 100 0 100 0 0
PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .500 .000 .500 .250 .000 .000 .250 .625
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-39
File Name : LKELA15SPMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Southbound RampsWeather: Clear
Lake Street
I-15
Sou
thbo
und
Off
Ram
p I-15 S
outhbound On R
amp
Lake Street
Right0
Thru2
Left0
InOut Total3 2 5
Right0
Thru0 Left0
Out
TotalIn
0 0
0
Left0
Thru2
Right0
Out TotalIn2 2 4
Left1
Thru0
Rig
ht0
Tota
lO
utIn
0 1
1
Peak Hour Begins at 04:45 PM 3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM+0 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 1+30 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0+45 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
Total Volume 0 2 0 2 0 0 0 0 0 2 0 2 1 0 0 1% App. Total 0 100 0 0 0 0 0 100 0 100 0 0
PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .500 .000 .500 .250 .000 .000 .250
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-40
File Name : LKELA15SPMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Southbound RampsWeather: Clear
Groups Printed- 4+ Axle TrucksLake StreetSouthbound
I-15 Southbound On RampWestbound
Lake StreetNorthbound
I-15 Southbound Off RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total04:00 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 1 1 304:15 PM 0 1 0 1 0 0 0 0 0 3 0 3 0 0 0 0 404:30 PM 0 0 0 0 0 0 0 0 0 1 1 2 0 1 0 1 304:45 PM 0 1 0 1 0 0 0 0 0 1 3 4 0 0 0 0 5
Total 0 4 0 4 0 0 0 0 0 5 4 9 0 1 1 2 15
05:00 PM 0 0 0 0 0 0 0 0 0 4 0 4 0 0 0 0 405:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 105:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 005:45 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
Total 0 0 0 0 0 0 0 0 0 5 0 5 0 0 1 1 6
Grand Total 0 4 0 4 0 0 0 0 0 10 4 14 0 1 2 3 21Apprch % 0 100 0 0 0 0 0 71.4 28.6 0 33.3 66.7
Total % 0 19 0 19 0 0 0 0 0 47.6 19 66.7 0 4.8 9.5 14.3
Lake StreetSouthbound
I-15 Southbound On RampWestbound
Lake StreetNorthbound
I-15 Southbound Off RampEastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 1 0 1 0 0 0 0 0 1 3 4 0 0 0 0 505:00 PM 0 0 0 0 0 0 0 0 0 4 0 4 0 0 0 0 405:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 105:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 1 0 1 0 0 0 0 0 5 3 8 0 0 1 1 10% App. Total 0 100 0 0 0 0 0 62.5 37.5 0 0 100
PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .313 .250 .500 .000 .000 .250 .250 .500
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-41
File Name : LKELA15SPMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: I-15 Southbound RampsWeather: Clear
Lake Street
I-15
Sou
thbo
und
Off
Ram
p I-15 S
outhbound On R
amp
Lake Street
Right0
Thru1
Left0
InOut Total5 1 6
Right0
Thru0 Left0
Out
TotalIn
3 0
3
Left0
Thru5
Right3
Out TotalIn2 8 10
Left0
Thru0
Rig
ht1
Tota
lO
utIn
0 1
1
Peak Hour Begins at 04:45 PM 4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM+0 mins. 0 1 0 1 0 0 0 0 0 1 3 4 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 4 0 4 0 0 0 0+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 1 0 1 0 0 0 0 0 5 3 8 0 0 1 1% App. Total 0 100 0 0 0 0 0 62.5 37.5 0 0 100
PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .313 .250 .500 .000 .000 .250 .250
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-42
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1 Kendall-Palm Commercial, San Bernardino
N:\3700\2163782 - Temescal Canyon Wash Bridge Project, Lake Elsinore\Report\3782 Sub-Dividers.doc
APPENDIX A-III
INTERSECTION #3
A-43
File Name : LKELATEAMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: Temescal Canyon RoadWeather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle TrucksLake StreetSouthbound
Lake StreetNorthbound
Temescal Canyon RoadEastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total07:00 AM 47 39 86 8 195 203 96 9 105 39407:15 AM 48 56 104 14 152 166 62 10 72 34207:30 AM 49 70 119 19 126 145 35 18 53 31707:45 AM 53 33 86 17 163 180 48 22 70 336
Total 197 198 395 58 636 694 241 59 300 1389
08:00 AM 54 23 77 11 136 147 44 12 56 28008:15 AM 49 17 66 14 151 165 31 4 35 26608:30 AM 37 16 53 8 116 124 21 8 29 20608:45 AM 32 18 50 8 102 110 27 5 32 192
Total 172 74 246 41 505 546 123 29 152 944
Grand Total 369 272 641 99 1141 1240 364 88 452 2333Apprch % 57.6 42.4 8 92 80.5 19.5
Total % 15.8 11.7 27.5 4.2 48.9 53.2 15.6 3.8 19.4Passenger Vehicles 327 261 588 96 1107 1203 353 85 438 2229% Passenger Vehicles 88.6 96 91.7 97 97 97 97 96.6 96.9 95.5
Large 2 Axle Vehicles 7 3 10 1 6 7 6 3 9 26% Large 2 Axle Vehicles 1.9 1.1 1.6 1 0.5 0.6 1.6 3.4 2 1.1
3 Axle Vehicles 10 3 13 0 7 7 1 0 1 21% 3 Axle Vehicles 2.7 1.1 2 0 0.6 0.6 0.3 0 0.2 0.9
4+ Axle Trucks 25 5 30 2 21 23 4 0 4 57% 4+ Axle Trucks 6.8 1.8 4.7 2 1.8 1.9 1.1 0 0.9 2.4
Lake StreetSouthbound
Lake StreetNorthbound
Temescal Canyon RoadEastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. TotalPeak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 47 39 86 8 195 203 96 9 105 39407:15 AM 48 56 104 14 152 166 62 10 72 34207:30 AM 49 70 119 19 126 145 35 18 53 31707:45 AM 53 33 86 17 163 180 48 22 70 336
Total Volume 197 198 395 58 636 694 241 59 300 1389% App. Total 49.9 50.1 8.4 91.6 80.3 19.7
PHF .929 .707 .830 .763 .815 .855 .628 .670 .714 .881
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-44
File Name : LKELATEAMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: Temescal Canyon RoadWeather: Clear
Lake Street
Tem
esca
l Can
yon
Roa
d
Lake Street
Right198
Thru197
InOut Total877 395 1272
Left58
Thru636
Out TotalIn256 694 950
Left241
Rig
ht59
Tota
lO
utIn
256
300
556
Peak Hour Begins at 07:00 AM Passenger VehiclesLarge 2 Axle Vehicles3 Axle Vehicles4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM+0 mins. 47 39 86 8 195 203 96 9 105
+15 mins. 48 56 104 14 152 166 62 10 72+30 mins. 49 70 119 19 126 145 35 18 53+45 mins. 53 33 86 17 163 180 48 22 70
Total Volume 197 198 395 58 636 694 241 59 300% App. Total 49.9 50.1 8.4 91.6 80.3 19.7
PHF .929 .707 .830 .763 .815 .855 .628 .670 .714
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-45
File Name : LKELATEAMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: Temescal Canyon RoadWeather: Clear
Groups Printed- Passenger VehiclesLake StreetSouthbound
Lake StreetNorthbound
Temescal Canyon RoadEastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total07:00 AM 42 38 80 7 191 198 95 9 104 38207:15 AM 43 54 97 13 151 164 60 9 69 33007:30 AM 42 69 111 19 122 141 34 17 51 30307:45 AM 51 32 83 17 159 176 47 22 69 328
Total 178 193 371 56 623 679 236 57 293 1343
08:00 AM 47 22 69 11 131 142 43 11 54 26508:15 AM 42 15 57 14 143 157 30 4 34 24808:30 AM 34 15 49 8 109 117 19 8 27 19308:45 AM 26 16 42 7 101 108 25 5 30 180
Total 149 68 217 40 484 524 117 28 145 886
Grand Total 327 261 588 96 1107 1203 353 85 438 2229Apprch % 55.6 44.4 8 92 80.6 19.4
Total % 14.7 11.7 26.4 4.3 49.7 54 15.8 3.8 19.7
Lake StreetSouthbound
Lake StreetNorthbound
Temescal Canyon RoadEastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. TotalPeak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 42 38 80 7 191 198 95 9 104 38207:15 AM 43 54 97 13 151 164 60 9 69 33007:30 AM 42 69 111 19 122 141 34 17 51 30307:45 AM 51 32 83 17 159 176 47 22 69 328
Total Volume 178 193 371 56 623 679 236 57 293 1343% App. Total 48 52 8.2 91.8 80.5 19.5
PHF .873 .699 .836 .737 .815 .857 .621 .648 .704 .879
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-46
File Name : LKELATEAMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: Temescal Canyon RoadWeather: Clear
Lake Street
Tem
esca
l Can
yon
Roa
d
Lake Street
Right193
Thru178
InOut Total859 371 1230
Left56
Thru623
Out TotalIn235 679 914
Left236
Rig
ht57
Tota
lO
utIn
249
293
542
Peak Hour Begins at 07:00 AM Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM+0 mins. 42 38 80 7 191 198 95 9 104
+15 mins. 43 54 97 13 151 164 60 9 69+30 mins. 42 69 111 19 122 141 34 17 51+45 mins. 51 32 83 17 159 176 47 22 69
Total Volume 178 193 371 56 623 679 236 57 293% App. Total 48 52 8.2 91.8 80.5 19.5
PHF .873 .699 .836 .737 .815 .857 .621 .648 .704
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-47
File Name : LKELATEAMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: Temescal Canyon RoadWeather: Clear
Groups Printed- Large 2 Axle VehiclesLake StreetSouthbound
Lake StreetNorthbound
Temescal Canyon RoadEastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total07:00 AM 1 0 1 1 1 2 1 0 1 407:15 AM 2 0 2 0 0 0 2 1 3 507:30 AM 3 0 3 0 0 0 0 1 1 407:45 AM 0 0 0 0 0 0 0 0 0 0
Total 6 0 6 1 1 2 3 2 5 13
08:00 AM 1 1 2 0 1 1 1 1 2 508:15 AM 0 1 1 0 1 1 0 0 0 208:30 AM 0 1 1 0 3 3 0 0 0 408:45 AM 0 0 0 0 0 0 2 0 2 2
Total 1 3 4 0 5 5 3 1 4 13
Grand Total 7 3 10 1 6 7 6 3 9 26Apprch % 70 30 14.3 85.7 66.7 33.3
Total % 26.9 11.5 38.5 3.8 23.1 26.9 23.1 11.5 34.6
Lake StreetSouthbound
Lake StreetNorthbound
Temescal Canyon RoadEastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. TotalPeak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 1 0 1 1 1 2 1 0 1 407:15 AM 2 0 2 0 0 0 2 1 3 507:30 AM 3 0 3 0 0 0 0 1 1 407:45 AM 0 0 0 0 0 0 0 0 0 0
Total Volume 6 0 6 1 1 2 3 2 5 13% App. Total 100 0 50 50 60 40
PHF .500 .000 .500 .250 .250 .250 .375 .500 .417 .650
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-48
File Name : LKELATEAMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: Temescal Canyon RoadWeather: Clear
Lake Street
Tem
esca
l Can
yon
Roa
d
Lake Street
Right0
Thru6
InOut Total4 6 10
Left1
Thru1
Out TotalIn8 2 10
Left3
Rig
ht2
Tota
lO
utIn
1 5
6
Peak Hour Begins at 07:00 AM Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM+0 mins. 1 0 1 1 1 2 1 0 1
+15 mins. 2 0 2 0 0 0 2 1 3+30 mins. 3 0 3 0 0 0 0 1 1+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 6 0 6 1 1 2 3 2 5% App. Total 100 0 50 50 60 40
PHF .500 .000 .500 .250 .250 .250 .375 .500 .417
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-49
File Name : LKELATEAMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: Temescal Canyon RoadWeather: Clear
Groups Printed- 3 Axle VehiclesLake StreetSouthbound
Lake StreetNorthbound
Temescal Canyon RoadEastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total07:00 AM 0 1 1 0 0 0 0 0 0 107:15 AM 0 0 0 0 0 0 0 0 0 007:30 AM 0 1 1 0 1 1 0 0 0 207:45 AM 1 0 1 0 1 1 0 0 0 2
Total 1 2 3 0 2 2 0 0 0 5
08:00 AM 4 0 4 0 1 1 0 0 0 508:15 AM 2 0 2 0 2 2 0 0 0 408:30 AM 1 0 1 0 2 2 1 0 1 408:45 AM 2 1 3 0 0 0 0 0 0 3
Total 9 1 10 0 5 5 1 0 1 16
Grand Total 10 3 13 0 7 7 1 0 1 21Apprch % 76.9 23.1 0 100 100 0
Total % 47.6 14.3 61.9 0 33.3 33.3 4.8 0 4.8
Lake StreetSouthbound
Lake StreetNorthbound
Temescal Canyon RoadEastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. TotalPeak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 1 1 0 0 0 0 0 0 107:15 AM 0 0 0 0 0 0 0 0 0 007:30 AM 0 1 1 0 1 1 0 0 0 207:45 AM 1 0 1 0 1 1 0 0 0 2
Total Volume 1 2 3 0 2 2 0 0 0 5% App. Total 33.3 66.7 0 100 0 0
PHF .250 .500 .750 .000 .500 .500 .000 .000 .000 .625
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-50
File Name : LKELATEAMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: Temescal Canyon RoadWeather: Clear
Lake Street
Tem
esca
l Can
yon
Roa
d
Lake Street
Right2
Thru1
InOut Total2 3 5
Left0
Thru2
Out TotalIn1 2 3
Left0
Rig
ht0
Tota
lO
utIn
2 0
2
Peak Hour Begins at 07:00 AM 3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM+0 mins. 0 1 1 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0+30 mins. 0 1 1 0 1 1 0 0 0+45 mins. 1 0 1 0 1 1 0 0 0
Total Volume 1 2 3 0 2 2 0 0 0% App. Total 33.3 66.7 0 100 0 0
PHF .250 .500 .750 .000 .500 .500 .000 .000 .000
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-51
File Name : LKELATEAMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: Temescal Canyon RoadWeather: Clear
Groups Printed- 4+ Axle TrucksLake StreetSouthbound
Lake StreetNorthbound
Temescal Canyon RoadEastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total07:00 AM 4 0 4 0 3 3 0 0 0 707:15 AM 3 2 5 1 1 2 0 0 0 707:30 AM 4 0 4 0 3 3 1 0 1 807:45 AM 1 1 2 0 3 3 1 0 1 6
Total 12 3 15 1 10 11 2 0 2 28
08:00 AM 2 0 2 0 3 3 0 0 0 508:15 AM 5 1 6 0 5 5 1 0 1 1208:30 AM 2 0 2 0 2 2 1 0 1 508:45 AM 4 1 5 1 1 2 0 0 0 7
Total 13 2 15 1 11 12 2 0 2 29
Grand Total 25 5 30 2 21 23 4 0 4 57Apprch % 83.3 16.7 8.7 91.3 100 0
Total % 43.9 8.8 52.6 3.5 36.8 40.4 7 0 7
Lake StreetSouthbound
Lake StreetNorthbound
Temescal Canyon RoadEastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. TotalPeak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 4 0 4 0 3 3 0 0 0 707:15 AM 3 2 5 1 1 2 0 0 0 707:30 AM 4 0 4 0 3 3 1 0 1 807:45 AM 1 1 2 0 3 3 1 0 1 6
Total Volume 12 3 15 1 10 11 2 0 2 28% App. Total 80 20 9.1 90.9 100 0
PHF .750 .375 .750 .250 .833 .917 .500 .000 .500 .875
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-52
File Name : LKELATEAMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: Temescal Canyon RoadWeather: Clear
Lake Street
Tem
esca
l Can
yon
Roa
d
Lake Street
Right3
Thru12
InOut Total12 15 27
Left1
Thru10
Out TotalIn12 11 23
Left2
Rig
ht0
Tota
lO
utIn
4 2
6
Peak Hour Begins at 07:00 AM 4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM+0 mins. 4 0 4 0 3 3 0 0 0
+15 mins. 3 2 5 1 1 2 0 0 0+30 mins. 4 0 4 0 3 3 1 0 1+45 mins. 1 1 2 0 3 3 1 0 1
Total Volume 12 3 15 1 10 11 2 0 2% App. Total 80 20 9.1 90.9 100 0
PHF .750 .375 .750 .250 .833 .917 .500 .000 .500
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-53
File Name : LKELATEPMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: Temescal Canyon RoadWeather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle TrucksLake StreetSouthbound
Lake StreetNorthbound
Temescal Canyon RoadEastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total04:00 PM 166 26 192 18 84 102 38 7 45 33904:15 PM 169 34 203 14 85 99 23 17 40 34204:30 PM 169 32 201 17 76 93 33 20 53 34704:45 PM 168 34 202 18 77 95 36 20 56 353
Total 672 126 798 67 322 389 130 64 194 1381
05:00 PM 166 39 205 16 76 92 28 17 45 34205:15 PM 196 31 227 11 57 68 31 15 46 34105:30 PM 194 34 228 17 62 79 29 13 42 34905:45 PM 190 34 224 7 61 68 23 13 36 328
Total 746 138 884 51 256 307 111 58 169 1360
Grand Total 1418 264 1682 118 578 696 241 122 363 2741Apprch % 84.3 15.7 17 83 66.4 33.6
Total % 51.7 9.6 61.4 4.3 21.1 25.4 8.8 4.5 13.2Passenger Vehicles 1387 262 1649 115 548 663 235 122 357 2669% Passenger Vehicles 97.8 99.2 98 97.5 94.8 95.3 97.5 100 98.3 97.4
Large 2 Axle Vehicles 20 1 21 2 15 17 5 0 5 43% Large 2 Axle Vehicles 1.4 0.4 1.2 1.7 2.6 2.4 2.1 0 1.4 1.6
3 Axle Vehicles 1 0 1 0 0 0 0 0 0 1% 3 Axle Vehicles 0.1 0 0.1 0 0 0 0 0 0 0
4+ Axle Trucks 10 1 11 1 15 16 1 0 1 28% 4+ Axle Trucks 0.7 0.4 0.7 0.8 2.6 2.3 0.4 0 0.3 1
Lake StreetSouthbound
Lake StreetNorthbound
Temescal Canyon RoadEastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. TotalPeak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 168 34 202 18 77 95 36 20 56 35305:00 PM 166 39 205 16 76 92 28 17 45 34205:15 PM 196 31 227 11 57 68 31 15 46 34105:30 PM 194 34 228 17 62 79 29 13 42 349
Total Volume 724 138 862 62 272 334 124 65 189 1385% App. Total 84 16 18.6 81.4 65.6 34.4
PHF .923 .885 .945 .861 .883 .879 .861 .813 .844 .981
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-54
File Name : LKELATEPMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: Temescal Canyon RoadWeather: Clear
Lake Street
Tem
esca
l Can
yon
Roa
d
Lake Street
Right138
Thru724
InOut Total396 862 1258
Left62
Thru272
Out TotalIn789 334 1123
Left124
Rig
ht65
Tota
lO
utIn
200
189
389
Peak Hour Begins at 04:45 PM Passenger VehiclesLarge 2 Axle Vehicles3 Axle Vehicles4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
05:00 PM 04:00 PM 04:30 PM+0 mins. 166 39 205 18 84 102 33 20 53
+15 mins. 196 31 227 14 85 99 36 20 56+30 mins. 194 34 228 17 76 93 28 17 45+45 mins. 190 34 224 18 77 95 31 15 46
Total Volume 746 138 884 67 322 389 128 72 200% App. Total 84.4 15.6 17.2 82.8 64 36
PHF .952 .885 .969 .931 .947 .953 .889 .900 .893
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-55
File Name : LKELATEPMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: Temescal Canyon RoadWeather: Clear
Groups Printed- Passenger VehiclesLake StreetSouthbound
Lake StreetNorthbound
Temescal Canyon RoadEastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total04:00 PM 157 26 183 18 81 99 37 7 44 32604:15 PM 164 33 197 14 79 93 22 17 39 32904:30 PM 166 31 197 16 74 90 33 20 53 34004:45 PM 164 34 198 17 69 86 36 20 56 340
Total 651 124 775 65 303 368 128 64 192 1335
05:00 PM 163 39 202 15 71 86 27 17 44 33205:15 PM 193 31 224 11 56 67 30 15 45 33605:30 PM 192 34 226 17 61 78 28 13 41 34505:45 PM 188 34 222 7 57 64 22 13 35 321
Total 736 138 874 50 245 295 107 58 165 1334
Grand Total 1387 262 1649 115 548 663 235 122 357 2669Apprch % 84.1 15.9 17.3 82.7 65.8 34.2
Total % 52 9.8 61.8 4.3 20.5 24.8 8.8 4.6 13.4
Lake StreetSouthbound
Lake StreetNorthbound
Temescal Canyon RoadEastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. TotalPeak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 164 34 198 17 69 86 36 20 56 34005:00 PM 163 39 202 15 71 86 27 17 44 33205:15 PM 193 31 224 11 56 67 30 15 45 33605:30 PM 192 34 226 17 61 78 28 13 41 345
Total Volume 712 138 850 60 257 317 121 65 186 1353% App. Total 83.8 16.2 18.9 81.1 65.1 34.9
PHF .922 .885 .940 .882 .905 .922 .840 .813 .830 .980
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-56
File Name : LKELATEPMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: Temescal Canyon RoadWeather: Clear
Lake Street
Tem
esca
l Can
yon
Roa
d
Lake Street
Right138
Thru712
InOut Total378 850 1228
Left60
Thru257
Out TotalIn777 317 1094
Left121
Rig
ht65
Tota
lO
utIn
198
186
384
Peak Hour Begins at 04:45 PM Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM+0 mins. 164 34 198 17 69 86 36 20 56
+15 mins. 163 39 202 15 71 86 27 17 44+30 mins. 193 31 224 11 56 67 30 15 45+45 mins. 192 34 226 17 61 78 28 13 41
Total Volume 712 138 850 60 257 317 121 65 186% App. Total 83.8 16.2 18.9 81.1 65.1 34.9
PHF .922 .885 .940 .882 .905 .922 .840 .813 .830
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-57
File Name : LKELATEPMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: Temescal Canyon RoadWeather: Clear
Groups Printed- Large 2 Axle VehiclesLake StreetSouthbound
Lake StreetNorthbound
Temescal Canyon RoadEastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total04:00 PM 4 0 4 0 3 3 0 0 0 704:15 PM 3 1 4 0 2 2 1 0 1 704:30 PM 3 0 3 1 0 1 0 0 0 404:45 PM 2 0 2 1 4 5 0 0 0 7
Total 12 1 13 2 9 11 1 0 1 25
05:00 PM 3 0 3 0 1 1 1 0 1 505:15 PM 1 0 1 0 1 1 1 0 1 305:30 PM 2 0 2 0 1 1 1 0 1 405:45 PM 2 0 2 0 3 3 1 0 1 6
Total 8 0 8 0 6 6 4 0 4 18
Grand Total 20 1 21 2 15 17 5 0 5 43Apprch % 95.2 4.8 11.8 88.2 100 0
Total % 46.5 2.3 48.8 4.7 34.9 39.5 11.6 0 11.6
Lake StreetSouthbound
Lake StreetNorthbound
Temescal Canyon RoadEastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. TotalPeak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 2 0 2 1 4 5 0 0 0 705:00 PM 3 0 3 0 1 1 1 0 1 505:15 PM 1 0 1 0 1 1 1 0 1 305:30 PM 2 0 2 0 1 1 1 0 1 4
Total Volume 8 0 8 1 7 8 3 0 3 19% App. Total 100 0 12.5 87.5 100 0
PHF .667 .000 .667 .250 .438 .400 .750 .000 .750 .679
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-58
File Name : LKELATEPMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: Temescal Canyon RoadWeather: Clear
Lake Street
Tem
esca
l Can
yon
Roa
d
Lake Street
Right0
Thru8
InOut Total10 8 18
Left1
Thru7
Out TotalIn8 8 16
Left3
Rig
ht0
Tota
lO
utIn
1 3
4
Peak Hour Begins at 04:45 PM Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM+0 mins. 2 0 2 1 4 5 0 0 0
+15 mins. 3 0 3 0 1 1 1 0 1+30 mins. 1 0 1 0 1 1 1 0 1+45 mins. 2 0 2 0 1 1 1 0 1
Total Volume 8 0 8 1 7 8 3 0 3% App. Total 100 0 12.5 87.5 100 0
PHF .667 .000 .667 .250 .438 .400 .750 .000 .750
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-59
File Name : LKELATEPMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: Temescal Canyon RoadWeather: Clear
Groups Printed- 3 Axle VehiclesLake StreetSouthbound
Lake StreetNorthbound
Temescal Canyon RoadEastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total04:00 PM 0 0 0 0 0 0 0 0 0 004:15 PM 0 0 0 0 0 0 0 0 0 004:30 PM 0 0 0 0 0 0 0 0 0 004:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 005:15 PM 1 0 1 0 0 0 0 0 0 105:30 PM 0 0 0 0 0 0 0 0 0 005:45 PM 0 0 0 0 0 0 0 0 0 0
Total 1 0 1 0 0 0 0 0 0 1
Grand Total 1 0 1 0 0 0 0 0 0 1Apprch % 100 0 0 0 0 0
Total % 100 0 100 0 0 0 0 0 0
Lake StreetSouthbound
Lake StreetNorthbound
Temescal Canyon RoadEastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. TotalPeak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 0 0 0 0 0 005:00 PM 0 0 0 0 0 0 0 0 0 005:15 PM 1 0 1 0 0 0 0 0 0 105:30 PM 0 0 0 0 0 0 0 0 0 0
Total Volume 1 0 1 0 0 0 0 0 0 1% App. Total 100 0 0 0 0 0
PHF .250 .000 .250 .000 .000 .000 .000 .000 .000 .250
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-60
File Name : LKELATEPMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: Temescal Canyon RoadWeather: Clear
Lake Street
Tem
esca
l Can
yon
Roa
d
Lake Street
Right0
Thru1
InOut Total0 1 1
Left0
Thru0
Out TotalIn1 0 1
Left0
Rig
ht0
Tota
lO
utIn
0 0
0
Peak Hour Begins at 04:45 PM 3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM+0 mins. 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0+30 mins. 1 0 1 0 0 0 0 0 0+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 1 0 1 0 0 0 0 0 0% App. Total 100 0 0 0 0 0
PHF .250 .000 .250 .000 .000 .000 .000 .000 .000
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-61
File Name : LKELATEPMSite Code : 05716680Start Date : 12/13/2016Page No : 1
City of Lake ElsinoreN/S: Lake StreetE/W: Temescal Canyon RoadWeather: Clear
Groups Printed- 4+ Axle TrucksLake StreetSouthbound
Lake StreetNorthbound
Temescal Canyon RoadEastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total04:00 PM 5 0 5 0 0 0 1 0 1 604:15 PM 2 0 2 0 4 4 0 0 0 604:30 PM 0 1 1 0 2 2 0 0 0 304:45 PM 2 0 2 0 4 4 0 0 0 6
Total 9 1 10 0 10 10 1 0 1 21
05:00 PM 0 0 0 1 4 5 0 0 0 505:15 PM 1 0 1 0 0 0 0 0 0 105:30 PM 0 0 0 0 0 0 0 0 0 005:45 PM 0 0 0 0 1 1 0 0 0 1
Total 1 0 1 1 5 6 0 0 0 7
Grand Total 10 1 11 1 15 16 1 0 1 28Apprch % 90.9 9.1 6.2 93.8 100 0
Total % 35.7 3.6 39.3 3.6 53.6 57.1 3.6 0 3.6
Lake StreetSouthbound
Lake StreetNorthbound
Temescal Canyon RoadEastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. TotalPeak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 2 0 2 0 4 4 0 0 0 605:00 PM 0 0 0 1 4 5 0 0 0 505:15 PM 1 0 1 0 0 0 0 0 0 105:30 PM 0 0 0 0 0 0 0 0 0 0
Total Volume 3 0 3 1 8 9 0 0 0 12% App. Total 100 0 11.1 88.9 0 0
PHF .375 .000 .375 .250 .500 .450 .000 .000 .000 .500
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-62
File Name : LKELATEPMSite Code : 05716680Start Date : 12/13/2016Page No : 2
City of Lake ElsinoreN/S: Lake StreetE/W: Temescal Canyon RoadWeather: Clear
Lake Street
Tem
esca
l Can
yon
Roa
d
Lake Street
Right0
Thru3
InOut Total8 3 11
Left1
Thru8
Out TotalIn3 9 12
Left0
Rig
ht0
Tota
lO
utIn
1 0
1
Peak Hour Begins at 04:45 PM 4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM+0 mins. 2 0 2 0 4 4 0 0 0
+15 mins. 0 0 0 1 4 5 0 0 0+30 mins. 1 0 1 0 0 0 0 0 0+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 3 0 3 1 8 9 0 0 0% App. Total 100 0 11.1 88.9 0 0
PHF .375 .000 .375 .250 .500 .450 .000 .000 .000
Counts UnlimitedPO Box 1178
Corona, CA 92878(951) 268-6268
A-63
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