Version 5.0 February 26, 2013 Document Library/4.1-5 RIV11120… · Version 5.0 February 26, 2013 RTIP ID# (required) RIV111203 TCWG Consideration Date May 23, 2017 Project ... two

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 [email protected] 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



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.



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

JasonL

Polygon

Show this portion with grey shading to indicate that this portion will be completed by others.

JasonL

Polygon

City of Lake Elsinore's proposed project

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

N:\3700\2163782 - Temescal Canyon Wash Bridge Project, Lake Elsinore\Report\3782 - Revised Temescal Canyon Wash Bridge Project, Lake Elsinore 05-05-17.doc

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

Page 2


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


presented in the Alberhill Villages Specific Plan TIA, prepared by LLG Engineers,

dated February 25, 2013:

Key Intersections



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

Page 4


Key Intersections



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 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

Page 5


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.


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) daily traffic segment volumes for the two (2) key roadway

segments were derived from Year 2035 Without Project volume forecasts as


dated February 25, 2013.

The Year 2035 forecasted traffic volume was grown by 2% per year for five years.


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) daily traffic segment volumes for the two (2) key roadway

segments were derived from Year 2035 Without Project volume forecasts as


dated October 14, 2015.

The Year 2035 forecasted traffic volume was grown by 2% per year for five years.


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


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


Review of column (2) of Table 4 indicates that for the Year 2021 (Build) traffic


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


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


Review of column (2) of Table 5 indicates that for the Year 2040 (Build) traffic


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


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.


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.


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.


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.


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


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.


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


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


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




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



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


Corona, CA 92878(951) 268-6268

A-3



Groups Printed- Passenger VehiclesLake StreetSouthbound





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






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


PHF .000 .500 .500 .750 .718 .250 .500 .713 .767 .500 .000 .766 .000 .000 .000 .000 .863


Corona, CA 92878(951) 268-6268

A-4



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


Left0

Thru0

Rig

ht0

Tota

lO

utIn

624

0 62

4

Peak Hour Begins at 07:00 AM Passenger Vehicles

Peak Hour Data

North


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


Corona, CA 92878(951) 268-6268

A-5



Groups Printed- Large 2 Axle VehiclesLake StreetSouthbound





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






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


Corona, CA 92878(951) 268-6268

A-6



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


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


Corona, CA 92878(951) 268-6268

A-7



Groups Printed- 3 Axle VehiclesLake StreetSouthbound





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






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


PHF .000 .000 .000 .000 .250 .000 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .250


Corona, CA 92878(951) 268-6268

A-8



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


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


PHF .000 .000 .000 .000 .250 .000 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000


Corona, CA 92878(951) 268-6268

A-9



Groups Printed- 4+ Axle TrucksLake StreetSouthbound





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






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


Corona, CA 92878(951) 268-6268

A-10



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


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


Corona, CA 92878(951) 268-6268

A-11

File Name : LKELA15NPMSite Code : 05716680Start Date : 12/13/2016Page No : 1






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


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





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


PHF .000 .450 .583 .571 .917 .313 .500 .938 .849 .625 .000 .840 .000 .000 .000 .000 .866


Corona, CA 92878(951) 268-6268

A-12



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


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


Corona, CA 92878(951) 268-6268

A-13








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


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






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


Corona, CA 92878(951) 268-6268

A-14



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


Left0

Thru0

Rig

ht0

Tota

lO

utIn

315

0 31

5

Peak Hour Begins at 04:00 PM Passenger Vehicles

Peak Hour Data

North


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


Corona, CA 92878(951) 268-6268

A-15








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






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


PHF .000 .000 .000 .000 .250 .250 .000 .500 .417 .000 .000 .417 .000 .000 .000 .000 .438


Corona, CA 92878(951) 268-6268

A-16



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


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


PHF .000 .000 .000 .000 .250 .250 .000 .500 .417 .000 .000 .417 .000 .000 .000 .000


Corona, CA 92878(951) 268-6268

A-17








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


Total % 0 60 0 60 0 0 0 0 0 40 0 40 0 0 0 0






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


PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .500


Corona, CA 92878(951) 268-6268

A-18



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


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


PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000


Corona, CA 92878(951) 268-6268

A-19








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


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






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


Corona, CA 92878(951) 268-6268

A-20



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


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


Corona, CA 92878(951) 268-6268

A-21



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


I-15 Southbound On RampWestbound


I-15 Southbound Off RampEastbound


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






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


Corona, CA 92878(951) 268-6268

A-23



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


Left1

Thru2

Rig

ht191

Tota

lO

utIn

0 19

4 19

4


Peak Hour Data

North


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


Corona, CA 92878(951) 268-6268

A-24








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






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


Corona, CA 92878(951) 268-6268

A-25



Lake Street

I-15

Sou

thbo

und

Off

Ram

p I-15 S

outhbound On R

amp

Lake Street

Right0

Thru209

Left3


Right0

Thru0 Left0

Out

TotalIn

249 0

249

Left0

Thru618

Right245


Left0

Thru1

Rig

ht170

Tota

lO

utIn

0 17

1 17

1


Peak Hour Data

North


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


Corona, CA 92878(951) 268-6268

A-26








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






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


PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .375 .417 .000 .250 .750 .625 .750


Corona, CA 92878(951) 268-6268

A-27



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 Data

North


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


PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .375 .417 .000 .250 .750 .625


Corona, CA 92878(951) 268-6268

A-28








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


Total % 0 39.1 0 39.1 0 0 0 0 0 13 30.4 43.5 0 0 17.4 17.4






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


PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .250 .750 .500 .000 .000 .250 .250 .583


Corona, CA 92878(951) 268-6268

A-29



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 Data

North


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


PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .250 .750 .500 .000 .000 .250 .250


Corona, CA 92878(951) 268-6268

A-30








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






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


Corona, CA 92878(951) 268-6268

A-31



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 Data

North


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


Corona, CA 92878(951) 268-6268

A-32

File Name : LKELA15SPMSite Code : 05716680Start Date : 12/13/2016Page No : 1







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






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


Corona, CA 92878(951) 268-6268

A-33



Lake Street

I-15

Sou

thbo

und

Off

Ram

p I-15 S

outhbound On R

amp

Lake Street

Right0

Thru159

Left7


Right0

Thru0 Left0

Out

TotalIn

144 0

144

Left0

Thru271

Right129


Left7

Thru8

Rig

ht702

Tota

lO

utIn

0 71

7 71

7


Peak Hour Data

North


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


Corona, CA 92878(951) 268-6268

A-34








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






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


Corona, CA 92878(951) 268-6268

A-35



Lake Street

I-15

Sou

thbo

und

Off

Ram

p I-15 S

outhbound On R

amp

Lake Street

Right0

Thru155

Left7


Right0

Thru0 Left0

Out

TotalIn

138 0

138

Left0

Thru257

Right123


Left6

Thru8

Rig

ht695

Tota

lO

utIn

0 70

9 70

9


Peak Hour Data

North


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


Corona, CA 92878(951) 268-6268

A-36








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


Total % 0 5.1 0 5.1 0 0 0 0 0 35.9 15.4 51.3 0 0 43.6 43.6






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


PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .583 .750 .625 .000 .000 .750 .750 .708


Corona, CA 92878(951) 268-6268

A-37



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 Data

North


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


PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .583 .750 .625 .000 .000 .750 .750


Corona, CA 92878(951) 268-6268

A-38








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


Total % 0 50 0 50 0 0 0 0 0 33.3 0 33.3 16.7 0 0 16.7






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


PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .500 .000 .500 .250 .000 .000 .250 .625


Corona, CA 92878(951) 268-6268

A-39



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 Data

North


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


PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .500 .000 .500 .250 .000 .000 .250


Corona, CA 92878(951) 268-6268

A-40








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






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


Corona, CA 92878(951) 268-6268

A-41



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 Data

North


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


Corona, CA 92878(951) 268-6268

A-42



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



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




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


Corona, CA 92878(951) 268-6268

A-44



Lake Street

Tem

esca

l Can

yon

Roa

d

Lake Street

Right198

Thru197


Left58

Thru636


Left241

Rig

ht59

Tota

lO

utIn

256

300

556


Peak Hour Data

North


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


Corona, CA 92878(951) 268-6268

A-45







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


Total % 14.7 11.7 26.4 4.3 49.7 54 15.8 3.8 19.7





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


Corona, CA 92878(951) 268-6268

A-46



Lake Street

Tem

esca

l Can

yon

Roa

d

Lake Street

Right193

Thru178


Left56

Thru623


Left236

Rig

ht57

Tota

lO

utIn

249

293

542


Peak Hour Data

North


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


Corona, CA 92878(951) 268-6268

A-47







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





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


Corona, CA 92878(951) 268-6268

A-48



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 Data

North


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


Corona, CA 92878(951) 268-6268

A-49







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





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


Corona, CA 92878(951) 268-6268

A-50



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 Data

North


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


Corona, CA 92878(951) 268-6268

A-51







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





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


Corona, CA 92878(951) 268-6268

A-52



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 Data

North


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


Corona, CA 92878(951) 268-6268

A-53

File Name : LKELATEPMSite Code : 05716680Start Date : 12/13/2016Page No : 1





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


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




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


Corona, CA 92878(951) 268-6268

A-54



Lake Street

Tem

esca

l Can

yon

Roa

d

Lake Street

Right138

Thru724


Left62

Thru272


Left124

Rig

ht65

Tota

lO

utIn

200

189

389


Peak Hour Data

North


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


Corona, CA 92878(951) 268-6268

A-55







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





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


Corona, CA 92878(951) 268-6268

A-56



Lake Street

Tem

esca

l Can

yon

Roa

d

Lake Street

Right138

Thru712


Left60

Thru257


Left121

Rig

ht65

Tota

lO

utIn

198

186

384


Peak Hour Data

North


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


Corona, CA 92878(951) 268-6268

A-57







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


Total % 46.5 2.3 48.8 4.7 34.9 39.5 11.6 0 11.6





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


PHF .667 .000 .667 .250 .438 .400 .750 .000 .750 .679


Corona, CA 92878(951) 268-6268

A-58



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 Data

North


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


PHF .667 .000 .667 .250 .438 .400 .750 .000 .750


Corona, CA 92878(951) 268-6268

A-59







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





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


Corona, CA 92878(951) 268-6268

A-60



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 Data

North


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


Corona, CA 92878(951) 268-6268

A-61







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


Total % 35.7 3.6 39.3 3.6 53.6 57.1 3.6 0 3.6





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


PHF .375 .000 .375 .250 .500 .450 .000 .000 .000 .500


Corona, CA 92878(951) 268-6268

A-62



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 Data

North


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


PHF .375 .000 .375 .250 .500 .450 .000 .000 .000


Corona, CA 92878(951) 268-6268

A-63

Version 5.0 February 26, 2013 Document Library/4.1-5 RIV11120… · Version 5.0 February 26, 2013 RTIP ID# (required) RIV111203 TCWG Consideration Date May 23, 2017 Project ... two

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