SUBJECT: SUMMARY OF FINDINGS. October 29, Mr. Carter Redish Carter Group Architects, Inc S. El Camino Real, Suite F San Clemente, CA 92672

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1 October 29, 2018 Mr. Carter Redish Carter Group Architects, Inc S. El Camino Real, Suite F San Clemente, CA SUBJECT: CANYON STEEL FOCUSED TRAFFIC IMPACT ANALYSIS Dear Mr. Carter Redish: Urban Crossroads, Inc. is pleased to submit this letter report to document the Focused Traffic Impact Analysis performed for the proposed Canyon Steel development (referred to as Project ). The proposed Project is located at the northwest corner of and California Avenue, in the City of Perris as shown on Exhibit 1. It is our understanding that the Project is to consist a 28,124 square feet (sf) manufacturing building. The study area intersections evaluated in this Focused Traffic Impact Analysis are shown on Exhibit 2. SUMMARY OF FINDINGS To evaluate the potential impacts associated with the Project, analysis was conducted for the following scenarios: Existing (2018) Existing plus Project (E+P) Existing plus Ambient Growth (EA) (2019) Existing plus Ambient Growth plus Project (EAP) (2019) Opening Year Cumulative (2019) Without Project Opening Year Cumulative (2019) With Project No study area intersections are shown to operate at unacceptable levels of service (LOS) under Existing (2018), EA (2019), and Opening Year Cumulative (2019) traffic conditions. With the addition of Project traffic, there are no intersections anticipated to operate at unacceptable levels of service (LOS) under E+P, EAP (2019) and Opening Year Cumulative (2019) traffic conditions. A summary of LOS results for Existing, E+P, EA, EAP, and Opening Year Cumulative traffic conditions are presented in Exhibit 3. Exhibit 4 illustrates the on-site and site adjacent recommended roadway lane improvements. Construction of on-site and site adjacent improvements are recommended to occur in conjunction with adjacent Project development activity or as needed for Project access purposes Focused TIA

2 Mr. Carter Redish Carter Group Architects, Inc. October 29, 2018 Page 2 of 5 METHODOLOGY INTERSECTION CAPACITY ANALYSIS Intersection operations analysis based on the methodology described in the HCM 6 th Edition. Intersection LOS operations are based on an intersection s average control delay. All study area intersections have been analyzed using the Synchro (version 10) software. TRAFFIC SIGNAL WARRANT ANALYSIS The term "signal warrants" refers to the list of established criteria used by Caltrans and other public agencies to quantitatively justify or ascertain the potential need for installation of a traffic signal at an otherwise unsignalized intersection. This TIA uses the signal warrant criteria presented in the latest edition of the Caltrans California Manual on Uniform Traffic Control Devices (CA MUTCD) for all unsignalized study area intersections. EXISTING (2018) CONDITIONS Exhibit 2 illustrates the study area intersections located near the proposed Project and Exhibit 5 identifies the number of through traffic lanes for existing roadways and intersection traffic controls. Traffic counts were conducted on May and October For & Harley Knox Boulevard, counts from May 2018 were utilized due to recent lane closures along. The traffic counts were conducted from 7 AM to 9 AM in the morning and from 4 PM to 6 PM in the afternoon. Existing (2018) peak hour intersection volumes (in PCE) are shown on Exhibit 6. Existing traffic counts are provided in Attachment A. As shown on Table 1, no study area intersection are operating at an unacceptable LOS (LOS E or worse) for Existing (2018) traffic conditions. Intersection operations worksheets for Existing (2018) traffic conditions are provided in Attachment B. Traffic signal warrants for Existing traffic conditions are based on existing peak hour intersection turning volumes. For Existing traffic conditions, no traffic signals are currently warranted at any unsignalized study area intersections (see Attachment C ). TRIP GENERATION The Project trip generation was calculated based on Institute of Transportation Engineers (ITE) Trip generation Manual, 10 th Edition (2017). The vehicle mix was determined based on Fontana Truck Trip generation Study (August 2003). The Project trip generation rates are shown on Table 2 and the Project trip generation summary is shown on Table 3. As shown on Table 3, the Project is anticipated to generate Focused TIA

3 Mr. Carter Redish Carter Group Architects, Inc. October 29, 2018 Page 3 of 5 a net total of 111 trip-ends per day with 18 AM peak hour trips and 20 PM peak hour trips in actual vehicles. A passenger car equivalent (PCE) factor was applied to all the trucks, which results in a net total of approximately 172 PCE trip-ends per day with 25 PCE AM peak hour trips and 29 PCE PM peak hour trips. TRIP DISTRIBUTION Trip distribution is the process of identifying the probable destinations, directions or traffic routes that will be utilized by Project traffic. The potential interaction between the planned land uses and surrounding regional access routes are considered, to identify the route where the Project traffic would distribute. The Project trip distribution and assignment process represents the directional orientation of traffic to and from the Project site. The trip distribution pattern of passenger cars is heavily influenced by the geographical location of the site, the location of surrounding land uses, and the proximity to the regional freeway system. The trip distribution pattern for truck traffic is also influenced by the local truck routes approved by the City of Perris. Given these differences, separate trip distributions were generated for both passenger cars and truck trips. The Project passenger car trip distribution patterns is graphically depicted on Exhibit 7 and the Project truck trip distribution patterns is graphically depicted on Exhibit 8. Project only (in PCE) peak hour intersection volumes are shown on Exhibit 9. CUMULATIVE DEVELOPMENT PROJECTS A cumulative project list was developed for the purposes of this analysis based on other traffic studies recently performed in the study area. Exhibit 10 illustrates the cumulative development location map. A summary of cumulative development projects and their proposed land uses are shown on Table 4. Where applicable, the traffic generated by individual cumulative projects has been manually added to the Opening Year Cumulative (2019) traffic conditions, forecasts to ensure that traffic generated by the listed cumulative development projects in Table 4 are reflected as part of the background traffic. E+P CONDITIONS As shown on Table 5, there are no intersections that are anticipated to operate at an unacceptable LOS (LOS E or worse) for E+P traffic conditions. E+P peak hour intersection volumes are shown on Exhibit 11. Intersection operations worksheets for E+P traffic conditions are provided in Attachment D Focused TIA

4 Mr. Carter Redish Carter Group Architects, Inc. October 29, 2018 Page 4 of 5 Traffic signal warrants have been performed on unsignalized intersections for E+P traffic conditions. For E+P traffic conditions, no traffic signals appear to be warranted at any unsignalized study area intersections (see Attachment E ). EA AND EAP (2019) CONDITIONS As shown on Table 6, there are no intersections that are anticipated to operate at an unacceptable LOS (LOS E or worse) for EA and EAP (2019) traffic conditions. EA and EAP (2019) peak hour intersection volumes are shown on Exhibit 12 and 13, respectively. Intersection operations worksheets for EA and EAP (2019) traffic conditions are provided in Attachment F and G, respectively. Traffic signal warrants have been performed on unsignalized intersections for EA and EAP (2019) traffic conditions. For EA and EAP (2019) traffic conditions, no traffic signals appear to be warranted at any unsignalized study area intersections (see Attachments H and I, respectively). OPENING YEAR CUMULATIVE (2019) CONDITIONS As shown on Table 7, there are no intersections that are anticipated to operate at an unacceptable LOS (LOS E or worse) for Opening Year Cumulative (2019) Without and With Project traffic conditions. Opening Year Cumulative (2019) Without and With Project peak hour intersection volumes are shown on Exhibit 14 and 15, respectively. Intersection operations worksheets for Opening Year Cumulative (2019) Without and With Project traffic conditions are provided in Attachment J and K, respectively. Traffic signal warrants have been performed on unsignalized intersections for Opening Year Cumulative (2019) Without and With Project traffic conditions. For Opening Year Cumulative (2019) Without and With Project conditions, no traffic signals appear to be warranted at any unsignalized study area intersections (see Attachments L and M, respectively) Focused TIA

5 Mr. Carter Redish Carter Group Architects, Inc. October 29, 2018 Page 5 of 5 If you have any questions, please contact me directly at (949) Respectfully submitted, URBAN CROSSROADS, INC. Pranesh Tarikere, PE Senior Engineer Focused TIA

6 Table 1 Intersection Analysis for Existing (2018) Conditions Intersection Approach Lanes 1 Level of Traffic Northbound Southbound Eastbound Westbound Delay (secs.) 2 Service Acceptable # Intersection Control 3 L T R L T R L T R L T R AM PM AM PM LOS 1 Dwy. 1 / California St. Future Intersection D 2 Patterson Av. / Harley Knox Bl. TS B B D 3 Patterson Av. / Dwy. 2 Future Intersection D 4 Patterson Av. / California St. CSS A A D When a right turn is designated, the lane can either be striped or unstriped. To function as a right turn lane there must be sufficient width for right turning vehicles to travel outside the through lanes. CSS = Cross street Stop; TS = Traffic Signal L = Left; T = Through; R = Right Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or all way stop control. For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements sharing a single lane) are shown.

7 Table 2 Project Trip Generation Rates 1 ITE LU AM Peak Hour PM Peak Hour Land Use Units 2 Code In Out Total In Out Total Daily Project Trip Generation Rates (PCE) Manufacturing 3 TSF Passenger Cars Axle Trucks (PCE = 1.5) Axle Trucks (PCE = 2.0) Axle+ Trucks (PCE = 3.0) Project Trip Generation Rates (Actual Vehicles) Manufacturing 3 TSF Trip Generation Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Tenth Edition (2017). 2 TSF = thousand square feet Passenger Cars (61.2%) 2 Axle Trucks (6.1%) 3 Axle Trucks (12.7%) 4 Axle+ Trucks (19.9%) 3 Manufacturing Vehicle and Truck Mix Source: Fontana Truck trip Generation Study (August 2003)

8 Table 3 Project Trip Generation Summary AM Peak Hour PM Peak Hour Land Use Quantity Units 1 In Out Total In Out Total Daily Project Trip Generation Summary (PCE) Manufacturing TSF Passenger Cars: Truck Trips: 2 axle: axle: axle: Net Truck Trips (PCE) TOTAL NET TRIPS (PCE) Project Trip Generation Summary (Actual) Manufacturing TSF Passenger Cars: Truck Trips: 2 axle: axle: axle: Net Truck Trips (Actual) TOTAL NET TRIPS (ACTUAL) TSF = thousand square feet

9 Table 4 Page 1 of 2 Cumulative Development Land Use Summary No. Project Name / Case Number Jurisdiction Land Use 1 Quantity Units 2 Location P1 Bargemann / DPR Perris Warehousing TSF NEC OF WEBSTER & NANCE P2 Duke 2 / DPR Perris High Cube Warehouse TSF NEC OF INDIAN & MARKHAM P3 First Perry / DPR Perris High Cube Warehouse TSF SWC OF REDLANDS AVE. & PERRY ST. P4 Gateway / DPR Perris High Cube Warehouse TSF SOUTH OF HARLEY KNOX BLVD. EAST OF HWY. 215 P5 Rider 2 and 4 Perris High Cube Warehouse 1, TSF NWC OF REDLANDS AVE. & RIDER ST. P6 OLC 1 / DPR Perris High Cube Warehouse 1, TSF WEST OF WEBSTER AVE. NORTH OF RAMONA EXWY. P7 OLC2 / DPR Perris High Cube Warehouse 1, TSF WEST OF WEBSTER AVE. NORTH OF MARKHAM ST. P8 Markham East / DPR Perris High Cube Warehouse TSF SWC OF REDLANDS AVE. & MARKHAM ST. P9 Markham Industrial / DPR Perris Warehousing TSF NEC OF INDIAN AVE. & MARKHAM ST. P10 Rados / DPR Perris High Cube Warehouse 1, TSF NWC OF INDIAN AVE. & RIDER ST. P11 Rider 1 / DPR Perris High Cube Warehouse TSF SWC OF REDLANDS AVE. & RIDER ST. P12 Indian/Ramona Warehouse Perris High Cube Warehouse TSF NORTH OF RAMONA EXWY. WEST OF INDIAN AVE. P13 Rider 3 / DPR Perris High Cube Warehouse TSF NORTH OF RIDER ST. WEST OF REDLANDS P14 Westcoast Textile / DPR Perris Warehousing TSF SWC OF INDIAN ST. & NANCE ST. P15 Duke at Patterson / DPR Perris High Cube Warehouse TSF SEC OF PATTERSON AVE. & MARKHAM ST. P16 Harley Knox Commerce Park / DPR Perris High Cube Warehouse TSF NWC OF HARLEY KNOX BLVD. & REDLANDS AVE. P17 Perris Marketplace / DPR Perris Commercial Retail TSF WEST OF PERRIS BLVD. AT AVOCADO AVE. P18 Stratford Ranch Residential / TTM Perris SFDR DU WEST OF EVANS RD. AT MARKHAM ST. P19 Pulte Residential / TTM Perris SFDR DU WEST OF EVANS RD. AT CITRUS AVE. P20 Perris Circle 3 Perris Warehousing TSF NWC OF REDLANDS AVE. AND NANCE AVE. P21 IPT Perris DC II Perris High Cube Warehouse TSF EAST OF WEBSTER AVE. SOUTH OF NANCE ST. MV1 Kearney Moreno Valley High Cube Warehouse 1, TSF EAST OF PERRIS BLVD. AT SAN MICHEL RD. MV2 IDS Moreno Valley High Cube Warehouse TSF SEC OF HEACOCK ST. & SAN MICHELE RD. MV3 First Industrial Moreno Valley High Cube Warehouse 1, TSF SWC OF INDIAN AVE. & NANDINA AVE. MV4 Prologis 1 Moreno Valley High Cube Warehouse 1, TSF NEC OF INDIAN AVE. & MARIPOSA AVE. MV5 Moreno Valley Industrial Park Moreno Valley High Cube Warehouse TSF NEC OF HEACOCK ST. & IRIS AVE. MV6 Moreno Valley Walmart Moreno Valley Retail TSF SWC OF PERRIS BLVD. & GENTIAN AVE. MV7 Moreno Valley Utility Substation Moreno Valley High Cube Warehouse PUBLIC TSF NWC OF EDWIN RD. & KITCHING ST. MV8 Phelan Development Moreno Valley High Cube Warehouse TSF SEC OF INDIAN ST. & NANDINA AVE. MV9 Nandina Industrial Center Moreno Valley High Cube Warehouse TSF SOUTH OF NANDINA AVE. WEST OF PERRIS BLVD.

10 1 2 Table 4 Page 2 of 2 Cumulative Development Land Use Summary No. Project Name / Case Number Jurisdiction Land Use 1 Quantity Units 2 Location MV10 Indian Street Commerce Center Moreno Valley High Cube Warehouse TSF SWC OF INDIAN ST. & GROVEVIEW RD. MV11 Tract Moreno Valley SFDR DU NORTH OF GENTIAN AVE. EAST OF INDIAN ST. MV12 Tract Moreno Valley SFDR DU SEC OF INDIAN ST. & GENTIAN AVE. MV13 PEN Moreno Valley SFDR 2.00 DU SEC OF INDIAN ST. & KRAMERIA AVE. MV14 Tract Moreno Valley SFDR 8.00 DU SEC OF INDIAN ST. & KRAMERIA AVE. MV15 Tract Moreno Valley SFDR DU NEC OF INDIAN ST. & MARIPOSA AVE. MV16 Tract Moreno Valley SFDR DU NWC OF PERRIS BLVD. & MARIPOSA AVE. MJPA VIP 215 March JPA High Cube Warehouse 2, TSF NORTH OF NANDINA AVE. EAST OF HWY. 215 RC1 Majestic Freeway Business Center SP Riverside County General Light Industrial 6, TSF NORTH OF RAMONA EXPY. SOUTH OF NANDINA AVE. WEST OF HWY. 215 RC2 Oleander Business Park Riverside County High Cube Warehouse TSF NWC OF DECKER RD. & OLEANDER AVE. SFDR = Single Family Detached Residential DU = Dwelling Units; TSF = Thousand Square Feet

11 Table 5 Intersection Analysis for E+P Conditions Existing (2018) E+P Delay 1 Level of Delay 1 Level of Traffic (secs.) Service (secs.) Service Significant # Intersection Control 2 AM PM AM PM AM PM AM PM Impact? 3 1 Dwy. 1 / California St. Future Intersection A A No 2 Patterson Av. / Harley Knox Bl. TS B B B B No 3 Patterson Av. / Dwy. 2 Future Intersection A A No 4 Patterson Av. / California St. CSS A A A A No Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or all way stop control. For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements sharing a single lane) are shown. CSS = Cross street Stop; TS = Traffic Signal A project related impact is considered direct and significant when a study intersection operates at an acceptable LOS for existing conditions (without the Project) and the addition of 50 or more AM or PM peak hour project trips causes the intersection to operate at an unacceptable LOS for Existing Plus Project (E+P) traffic conditions.

12 Table 6 Intersection Analysis for EA and EAP Conditions EA 2019 EAP 2019 Delay 1 Level of Delay 1 Level of Traffic (secs.) Service (secs.) Service Significant # Intersection Control 2 AM PM AM PM AM PM AM PM Impact? 3 1 Dwy. 1 / California St. Future Intersection A A No 2 Patterson Av. / Harley Knox Bl. TS B B B B No 3 Patterson Av. / Dwy. 2 Future Intersection A A No 4 Patterson Av. / California St. CSS A A A A No 1 Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or all way stop control. For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements sharing a single lane) are shown. 2 3 CSS = Cross street Stop; TS = Traffic Signal A project related impact is considered direct and significant when a study intersection operates at an acceptable LOS for the Without Project traffic conditions and the addition of 50 or more AM or PM peak hour project trips causes the intersection to operate at an unacceptable LOS for the With Project traffic conditions.

13 Table 7 Intersection Analysis for Opening Year Cumulative (2019) Conditions 2019 Without Project 2019 With Project Delay 1 Level of Delay 1 Level of Traffic (secs.) Service (secs.) Service Significant # Intersection Control 2 AM PM AM PM AM PM AM PM Impact? 3 1 Dwy. 1 / California St. CSS Future Intersection A A No 2 Patterson Av. / Harley Knox Bl. TS C C C C No 3 Patterson Av. / Dwy. 2 CSS Future Intersection B A No 4 Patterson Av. / California St. CSS B A B A No 1 Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or all way stop control. For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements sharing a single lane) are shown. 2 3 CSS = Cross street Stop; TS = Traffic Signal A project related impact is considered cumulative and significant when a study intersection operates at an acceptable LOS for the Without Project traffic conditions and the addition of 50 or more AM or PM peak hour project trips plus cumulative development project trips causes the intersection to operate at an unacceptable LOS for the With Project traffic conditions.

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29 Focused TIA ATTACHMENT A: COUNT DATA (MAY AND OCTOBER 2018)

30 08:00 AM :15 AM :30 AM :45 AM Total Grand Total Apprch % Total % Passenger Vehicles % Passenger Vehicles Large 2 Axle Vehicles % Large 2 Axle Vehicles Axle Vehicles % 3 Axle Vehicles Axle Trucks % 4+ Axle Trucks Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox AM Site Code : Start Date : 5/24/2018 Page No : 1 Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Southbound Westbound Northbound Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM :15 AM :30 AM :45 AM Total Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM :15 AM :30 AM :45 AM Total Volume % App. Total PHF

31 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox AM Site Code : Start Date : 5/24/2018 Page No : Right 3 Thru 11 Left Peak Hour Data Right 484 Thru 19 Left North Peak Hour Begins at 07:00 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Right Thru Left Left 43 Thru 6 Right

32 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox AM Site Code : Start Date : 5/24/2018 Page No : 3 Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:00 AM 07:00 AM 07:00 AM +0 mins mins mins mins Total Volume % App. Total PHF

33 08:00 AM :15 AM :30 AM :45 AM Total Grand Total Apprch % Total % Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox AM Site Code : Start Date : 5/24/2018 Page No : 1 Groups Printed- Passenger Vehicles Southbound Westbound Northbound Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM :15 AM :30 AM :45 AM Total Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM :15 AM :30 AM :45 AM Total Volume % App. Total PHF

34 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox AM Site Code : Start Date : 5/24/2018 Page No : Right 1 Thru 3 Left Peak Hour Data Right 412 Thru 13 Left North Peak Hour Begins at 07:00 AM Passenger Vehicles Right Thru Left Left 32 Thru 4 Right

35 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox AM Site Code : Start Date : 5/24/2018 Page No : 3 Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins mins mins mins Total Volume % App. Total PHF

36 08:00 AM :15 AM :30 AM :45 AM Total Grand Total Apprch % Total % Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox AM Site Code : Start Date : 5/24/2018 Page No : 1 Groups Printed- Large 2 Axle Vehicles Southbound Westbound Northbound Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM :15 AM :30 AM :45 AM Total Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM :15 AM :30 AM :45 AM Total Volume % App. Total PHF

37 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox AM Site Code : Start Date : 5/24/2018 Page No : Right 2 Thru 1 Left Peak Hour Data Right 22 Thru Left 4 North Peak Hour Begins at 07:00 AM Large 2 Axle Vehicles Right Thru Left Left 1 Thru 1 Right

38 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox AM Site Code : Start Date : 5/24/2018 Page No : 3 Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins mins mins mins Total Volume % App. Total PHF

39 08:00 AM :15 AM :30 AM :45 AM Total Grand Total Apprch % Total % Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox AM Site Code : Start Date : 5/24/2018 Page No : 1 Groups Printed- 3 Axle Vehicles Southbound Westbound Northbound Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM :15 AM :30 AM :45 AM Total Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM :15 AM :30 AM :45 AM Total Volume % App. Total PHF

40 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox AM Site Code : Start Date : 5/24/2018 Page No : Right 0 Thru 0 Left Peak Hour Data Right 16 Thru Left 0 North Peak Hour Begins at 07:00 AM 3 Axle Vehicles Right Thru Left Left 6 Thru 0 Right

41 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox AM Site Code : Start Date : 5/24/2018 Page No : 3 Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins mins mins mins Total Volume % App. Total PHF

42 08:00 AM :15 AM :30 AM :45 AM Total Grand Total Apprch % Total % Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox AM Site Code : Start Date : 5/24/2018 Page No : 1 Groups Printed- 4+ Axle Trucks Southbound Westbound Northbound Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM :15 AM :30 AM :45 AM Total Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM :15 AM :30 AM :45 AM Total Volume % App. Total PHF

43 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox AM Site Code : Start Date : 5/24/2018 Page No : Right 0 Thru 7 Left Peak Hour Data Right 34 Thru Left 2 Peak Hour Begins at 07:00 AM 4+ Axle Trucks North Right Thru Left Left 4 Thru 1 Right

44 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox AM Site Code : Start Date : 5/24/2018 Page No : 3 Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins mins mins mins Total Volume % App. Total PHF

45 05:00 PM :15 PM :30 PM :45 PM Total Grand Total Apprch % Total % Passenger Vehicles % Passenger Vehicles Large 2 Axle Vehicles % Large 2 Axle Vehicles Axle Vehicles % 3 Axle Vehicles Axle Trucks % 4+ Axle Trucks Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox PM Site Code : Start Date : 5/24/2018 Page No : 1 Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Southbound Westbound Northbound Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM :15 PM :30 PM :45 PM Total Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM :15 PM :30 PM :45 PM Total Volume % App. Total PHF

46 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox PM Site Code : Start Date : 5/24/2018 Page No : Right 3 Thru 18 Left Peak Hour Data Right 527 Thru 19 Left North Peak Hour Begins at 04:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Right Thru Left Left 32 Thru 2 Right

47 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox PM Site Code : Start Date : 5/24/2018 Page No : 3 Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:00 PM 04:00 PM 04:00 PM +0 mins mins mins mins Total Volume % App. Total PHF

48 05:00 PM :15 PM :30 PM :45 PM Total Grand Total Apprch % Total % Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox PM Site Code : Start Date : 5/24/2018 Page No : 1 Groups Printed- Passenger Vehicles Southbound Westbound Northbound Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM :15 PM :30 PM :45 PM Total Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM :15 PM :30 PM :45 PM Total Volume % App. Total PHF

49 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox PM Site Code : Start Date : 5/24/2018 Page No : Right 2 Thru 15 Left Peak Hour Data Right 455 Thru Left 8 North Peak Hour Begins at 04:00 PM Passenger Vehicles Right Thru Left Left 28 Thru 2 Right

50 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox PM Site Code : Start Date : 5/24/2018 Page No : 3 Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins mins mins mins Total Volume % App. Total PHF

51 05:00 PM :15 PM :30 PM :45 PM Total Grand Total Apprch % Total % Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox PM Site Code : Start Date : 5/24/2018 Page No : 1 Groups Printed- Large 2 Axle Vehicles Southbound Westbound Northbound Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM :15 PM :30 PM :45 PM Total Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM :15 PM :30 PM :45 PM Total Volume % App. Total PHF

52 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox PM Site Code : Start Date : 5/24/2018 Page No : Right 1 Thru 3 Left Peak Hour Data Right 6 2 Thru Left North Peak Hour Begins at 04:00 PM Large 2 Axle Vehicles Right Thru Left Left 2 Thru 0 Right

53 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox PM Site Code : Start Date : 5/24/2018 Page No : 3 Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins mins mins mins Total Volume % App. Total PHF

54 05:00 PM :15 PM :30 PM :45 PM Total Grand Total Apprch % Total % Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox PM Site Code : Start Date : 5/24/2018 Page No : 1 Groups Printed- 3 Axle Vehicles Southbound Westbound Northbound Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM :15 PM :30 PM :45 PM Total Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM :15 PM :30 PM :45 PM Total Volume % App. Total PHF

55 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox PM Site Code : Start Date : 5/24/2018 Page No : Right 0 Thru 0 Left Peak Hour Data Right 33 Thru Left 2 North Peak Hour Begins at 04:00 PM 3 Axle Vehicles Right Thru Left Left 0 Thru 0 Right

56 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox PM Site Code : Start Date : 5/24/2018 Page No : 3 Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins mins mins mins Total Volume % App. Total PHF

57 05:00 PM :15 PM :30 PM :45 PM Total Grand Total Apprch % Total % Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox PM Site Code : Start Date : 5/24/2018 Page No : 1 Groups Printed- 4+ Axle Trucks Southbound Westbound Northbound Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM :15 PM :30 PM :45 PM Total Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM :15 PM :30 PM :45 PM Total Volume % App. Total PHF

58 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox PM Site Code : Start Date : 5/24/2018 Page No : Right 0 Thru 0 Left Peak Hour Data Right 33 Thru Left 7 Peak Hour Begins at 04:00 PM 4+ Axle Trucks North Right Thru Left Left 2 Thru 0 Right

59 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 04_PER_Patterson_Harley Knox PM Site Code : Start Date : 5/24/2018 Page No : 3 Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins mins mins mins Total Volume % App. Total PHF

60 Location: Perris Date: 5/24/2018 N/S: Day: Thursday E/W: PEDESTRIANS 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM TOTAL VOLUMES: North Leg East Leg South Leg West Leg Pedestrians Pedestrians Pedestrians Pedestrians :00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM TOTAL VOLUMES: North Leg East Leg South Leg West Leg Pedestrians Pedestrians Pedestrians Pedestrians Counts Unlimited, Inc. PO Box 1178 Corona, CA

61 Location: Perris Date: 5/24/2018 N/S: Day: Thursday E/W: BICYCLES 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM TOTAL VOLUMES: Southbound Westbound Northbound Eastbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right :00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM TOTAL VOLUMES: Southbound Westbound Northbound Eastbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right Counts Unlimited, Inc. PO Box 1178 Corona, CA

62 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 01_PER_Patterson_Harley Knox AM Site Code : Start Date : 10/9/2018 Page No : 1 Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM :15 AM :30 AM :45 AM Total :00 AM :15 AM :30 AM :45 AM Total Grand Total Apprch % Total % Passenger Vehicles % Passenger Vehicles Large 2 Axle Vehicles % Large 2 Axle Vehicles Axle Vehicles % 3 Axle Vehicles Axle Trucks % 4+ Axle Trucks Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM :15 AM :30 AM :45 AM Total Volume % App. Total PHF

63 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 01_PER_Patterson_Harley Knox AM Site Code : Start Date : 10/9/2018 Page No : Right 2 Thru 8 Left Peak Hour Data Left 370 Thru 32 Right North Peak Hour Begins at 07:00 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Right Thru Left Left 212 Thru 5 Right 15 Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: :00 AM 07:00 AM 07:00 AM 07:15 AM +0 mins mins mins mins Total Volume % App. Total PHF

64 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 01_PER_Patterson_Harley Knox AM Site Code : Start Date : 10/9/2018 Page No : 1 Groups Printed- Passenger Vehicles Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM :15 AM :30 AM :45 AM Total :00 AM :15 AM :30 AM :45 AM Total Grand Total Apprch % Total % Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM :15 AM :30 AM :45 AM Total Volume % App. Total PHF

65 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 01_PER_Patterson_Harley Knox AM Site Code : Start Date : 10/9/2018 Page No : Right 2 Thru 6 Left Peak Hour Data Left 300 Thru 27 Right North Peak Hour Begins at 07:00 AM Passenger Vehicles Right Thru Left Left 192 Thru 5 Right 11 Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: :00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins mins mins mins Total Volume % App. Total PHF

66 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 01_PER_Patterson_Harley Knox AM Site Code : Start Date : 10/9/2018 Page No : 1 Groups Printed- Large 2 Axle Vehicles Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM :15 AM :30 AM :45 AM Total :00 AM :15 AM :30 AM :45 AM Total Grand Total Apprch % Total % Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM :15 AM :30 AM :45 AM Total Volume % App. Total PHF

67 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 01_PER_Patterson_Harley Knox AM Site Code : Start Date : 10/9/2018 Page No : Right 0 Thru 0 Left Peak Hour Data Left 14 Thru 1 Right North Peak Hour Begins at 07:00 AM Large 2 Axle Vehicles Right Thru Left Left 8 Thru 0 Right 2 Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: :00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins mins mins mins Total Volume % App. Total PHF

68 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 01_PER_Patterson_Harley Knox AM Site Code : Start Date : 10/9/2018 Page No : 1 Groups Printed- 3 Axle Vehicles Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM :15 AM :30 AM :45 AM Total :00 AM :15 AM :30 AM :45 AM Total Grand Total Apprch % Total % Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM :15 AM :30 AM :45 AM Total Volume % App. Total PHF

69 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 01_PER_Patterson_Harley Knox AM Site Code : Start Date : 10/9/2018 Page No : Right 0 Thru 0 Left Peak Hour Data Left 12 Thru 3 Right North Peak Hour Begins at 07:00 AM 3 Axle Vehicles Right Thru Left Left 8 Thru 0 Right 0 Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: :00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins mins mins mins Total Volume % App. Total PHF

70 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 01_PER_Patterson_Harley Knox AM Site Code : Start Date : 10/9/2018 Page No : 1 Groups Printed- 4+ Axle Trucks Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM :15 AM :30 AM :45 AM Total :00 AM :15 AM :30 AM :45 AM Total Grand Total Apprch % Total % Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM :15 AM :30 AM :45 AM Total Volume % App. Total PHF

71 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 01_PER_Patterson_Harley Knox AM Site Code : Start Date : 10/9/2018 Page No : Right 0 Thru 2 Left Peak Hour Data Left 44 Thru 1 Right North Peak Hour Begins at 07:00 AM 4+ Axle Trucks Right Thru Left Left 4 Thru 0 Right 2 Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: :00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins mins mins mins Total Volume % App. Total PHF

72 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 01_PER_Patterson_Harley Knox PM Site Code : Start Date : 10/9/2018 Page No : 1 Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM :15 PM :30 PM :45 PM Total :00 PM :15 PM :30 PM :45 PM Total Grand Total Apprch % Total % Passenger Vehicles % Passenger Vehicles Large 2 Axle Vehicles % Large 2 Axle Vehicles Axle Vehicles % 3 Axle Vehicles Axle Trucks % 4+ Axle Trucks Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM :15 PM :30 PM :45 PM Total Volume % App. Total PHF

73 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 01_PER_Patterson_Harley Knox PM Site Code : Start Date : 10/9/2018 Page No : Right 4 Thru 20 Left Peak Hour Data Left 479 Thru 47 Right North Peak Hour Begins at 04:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Right Thru Left Left 100 Thru 1 Right 10 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: :30 PM 04:30 PM 04:15 PM 04:00 PM +0 mins mins mins mins Total Volume % App. Total PHF

74 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 01_PER_Patterson_Harley Knox PM Site Code : Start Date : 10/9/2018 Page No : 1 Groups Printed- Passenger Vehicles Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM :15 PM :30 PM :45 PM Total :00 PM :15 PM :30 PM :45 PM Total Grand Total Apprch % Total % Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM :15 PM :30 PM :45 PM Total Volume % App. Total PHF

75 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 01_PER_Patterson_Harley Knox PM Site Code : Start Date : 10/9/2018 Page No : Right 3 Thru 16 Left Peak Hour Data Left 413 Thru 39 Right North Peak Hour Begins at 04:00 PM Passenger Vehicles Right Thru Left Left 94 Thru 0 Right 7 Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: :00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins mins mins mins Total Volume % App. Total PHF

76 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 01_PER_Patterson_Harley Knox PM Site Code : Start Date : 10/9/2018 Page No : 1 Groups Printed- Large 2 Axle Vehicles Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM :15 PM :30 PM :45 PM Total :00 PM :15 PM :30 PM :45 PM Total Grand Total Apprch % Total % Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM :15 PM :30 PM :45 PM Total Volume % App. Total PHF

77 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 01_PER_Patterson_Harley Knox PM Site Code : Start Date : 10/9/2018 Page No : Right 1 Thru 1 Left Peak Hour Data Left 12 Thru 4 Right North Peak Hour Begins at 04:00 PM Large 2 Axle Vehicles Right Thru Left Left 3 Thru 0 Right 2 Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: :00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins mins mins mins Total Volume % App. Total PHF

78 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 01_PER_Patterson_Harley Knox PM Site Code : Start Date : 10/9/2018 Page No : 1 Groups Printed- 3 Axle Vehicles Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM :15 PM :30 PM :45 PM Total :00 PM :15 PM :30 PM :45 PM Total Grand Total Apprch % Total % Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM :15 PM :30 PM :45 PM Total Volume % App. Total PHF

79 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 01_PER_Patterson_Harley Knox PM Site Code : Start Date : 10/9/2018 Page No : Right 0 Thru 1 Left Peak Hour Data Left 20 Thru 2 Right North Peak Hour Begins at 04:00 PM 3 Axle Vehicles Right Thru Left Left 2 Thru 0 Right 1 Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: :00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins mins mins mins Total Volume % App. Total PHF

80 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 01_PER_Patterson_Harley Knox PM Site Code : Start Date : 10/9/2018 Page No : 1 Groups Printed- 4+ Axle Trucks Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM :15 PM :30 PM :45 PM Total :00 PM :15 PM :30 PM :45 PM Total Grand Total Apprch % Total % Southbound Westbound Northbound Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM :15 PM :30 PM :45 PM Total Volume % App. Total PHF

81 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: Weather: Clear File Name : 01_PER_Patterson_Harley Knox PM Site Code : Start Date : 10/9/2018 Page No : Right 0 Thru 2 Left Peak Hour Data Left 34 Thru 2 Right North Peak Hour Begins at 04:00 PM 4+ Axle Trucks Right Thru Left Left 1 Thru 1 Right 0 Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: :00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins mins mins mins Total Volume % App. Total PHF

82 Location: Perris Date: 10/9/2018 N/S: Day: Tuesday E/W: PEDESTRIANS 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM TOTAL VOLUMES: North Leg East Leg South Leg West Leg Pedestrians Pedestrians Pedestrians Pedestrians :00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM TOTAL VOLUMES: North Leg East Leg South Leg West Leg Pedestrians Pedestrians Pedestrians Pedestrians Counts Unlimited, Inc. PO Box 1178 Corona, CA

83 Location: Perris Date: 10/9/2018 N/S: Day: Tuesday E/W: BICYCLES 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM TOTAL VOLUMES: Southbound Westbound Northbound Eastbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right :00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM TOTAL VOLUMES: Southbound Westbound Northbound Eastbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right Counts Unlimited, Inc. PO Box 1178 Corona, CA

84 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: California Avenue Weather: Clear File Name : 02_PER_Patterson_California AM Site Code : Start Date : 10/9/2018 Page No : 1 Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Southbound Dirt Lot Westbound Northbound California Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM :15 AM :30 AM :45 AM Total :00 AM :15 AM :30 AM :45 AM Total Grand Total Apprch % Total % Passenger Vehicles % Passenger Vehicles Large 2 Axle Vehicles % Large 2 Axle Vehicles Axle Vehicles % 3 Axle Vehicles Axle Trucks % 4+ Axle Trucks Southbound Dirt Lot Westbound Northbound California Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM :15 AM :30 AM :45 AM Total Volume % App. Total PHF

85 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: California Avenue Weather: Clear File Name : 02_PER_Patterson_California AM Site Code : Start Date : 10/9/2018 Page No : Right 30 Thru 0 Left Peak Hour Data California Avenue Thru Left 2 Right North Peak Hour Begins at 07:00 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Right Thru Left Dirt Lot Left 1 Thru 211 Right 0 Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: :00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins mins mins mins Total Volume % App. Total PHF

86 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: California Avenue Weather: Clear File Name : 02_PER_Patterson_California AM Site Code : Start Date : 10/9/2018 Page No : 1 Groups Printed- Passenger Vehicles Southbound Dirt Lot Westbound Northbound California Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM :15 AM :30 AM :45 AM Total :00 AM :15 AM :30 AM :45 AM Total Grand Total Apprch % Total % Southbound Dirt Lot Westbound Northbound California Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM :15 AM :30 AM :45 AM Total Volume % App. Total PHF

87 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: California Avenue Weather: Clear File Name : 02_PER_Patterson_California AM Site Code : Start Date : 10/9/2018 Page No : Right 24 Thru 0 Left Peak Hour Data California Avenue Thru Left 1 Right North Peak Hour Begins at 07:00 AM Passenger Vehicles Right Thru Left Dirt Lot Left 1 Thru 196 Right 0 Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: :00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins mins mins mins Total Volume % App. Total PHF

88 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: California Avenue Weather: Clear File Name : 02_PER_Patterson_California AM Site Code : Start Date : 10/9/2018 Page No : 1 Groups Printed- Large 2 Axle Vehicles Southbound Dirt Lot Westbound Northbound California Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM :15 AM :30 AM :45 AM Total :00 AM :15 AM :30 AM :45 AM Total Grand Total Apprch % Total % Southbound Dirt Lot Westbound Northbound California Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM :15 AM :30 AM :45 AM Total Volume % App. Total PHF

89 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: California Avenue Weather: Clear File Name : 02_PER_Patterson_California AM Site Code : Start Date : 10/9/2018 Page No : Right 2 Thru 0 Left Peak Hour Data California Avenue Thru Left 0 Right North Peak Hour Begins at 07:00 AM Large 2 Axle Vehicles Right Thru Left Dirt Lot Left 0 Thru 7 Right 0 Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: :00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins mins mins mins Total Volume % App. Total PHF

90 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: California Avenue Weather: Clear File Name : 02_PER_Patterson_California AM Site Code : Start Date : 10/9/2018 Page No : 1 Groups Printed- 3 Axle Vehicles Southbound Dirt Lot Westbound Northbound California Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM :15 AM :30 AM :45 AM Total :00 AM :15 AM :30 AM :45 AM Total Grand Total Apprch % Total % Southbound Dirt Lot Westbound Northbound California Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM :15 AM :30 AM :45 AM Total Volume % App. Total PHF

91 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: California Avenue Weather: Clear File Name : 02_PER_Patterson_California AM Site Code : Start Date : 10/9/2018 Page No : Right 3 Thru 0 Left Peak Hour Data California Avenue Thru Left 1 Right North Peak Hour Begins at 07:00 AM 3 Axle Vehicles Right Thru Left Dirt Lot Left 0 Thru 8 Right 0 Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: :00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins mins mins mins Total Volume % App. Total PHF

92 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: California Avenue Weather: Clear File Name : 02_PER_Patterson_California AM Site Code : Start Date : 10/9/2018 Page No : 1 Groups Printed- 4+ Axle Trucks Southbound Dirt Lot Westbound Northbound California Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM :15 AM :30 AM :45 AM Total :00 AM :15 AM :30 AM :45 AM Total Grand Total Apprch % Total % Southbound Dirt Lot Westbound Northbound California Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM :15 AM :30 AM :45 AM Total Volume % App. Total PHF

93 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: California Avenue Weather: Clear File Name : 02_PER_Patterson_California AM Site Code : Start Date : 10/9/2018 Page No : Right 1 Thru 0 Left Peak Hour Data California Avenue Thru Left 0 Right North Peak Hour Begins at 07:00 AM 4+ Axle Trucks Right Thru Left Dirt Lot Left 0 Thru 0 Right 0 Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: :00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins mins mins mins Total Volume % App. Total PHF

94 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: California Avenue Weather: Clear File Name : 02_PER_Patterson_California PM Site Code : Start Date : 10/9/2018 Page No : 1 Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Southbound Dirt Lot Westbound Northbound California Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM :15 PM :30 PM :45 PM Total :00 PM :15 PM :30 PM :45 PM Total Grand Total Apprch % Total % Passenger Vehicles % Passenger Vehicles Large 2 Axle Vehicles % Large 2 Axle Vehicles Axle Vehicles % 3 Axle Vehicles Axle Trucks % 4+ Axle Trucks Southbound Dirt Lot Westbound Northbound California Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM :15 PM :30 PM :45 PM Total Volume % App. Total PHF

95 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: California Avenue Weather: Clear File Name : 02_PER_Patterson_California PM Site Code : Start Date : 10/9/2018 Page No : Right 48 Thru 0 Left Peak Hour Data California Avenue Thru Left 1 Right North Peak Hour Begins at 04:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Right Thru Left Dirt Lot Left 0 Thru 100 Right 0 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: :00 PM 04:00 PM 04:00 PM 04:30 PM +0 mins mins mins mins Total Volume % App. Total PHF

96 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: California Avenue Weather: Clear File Name : 02_PER_Patterson_California PM Site Code : Start Date : 10/9/2018 Page No : 1 Groups Printed- Passenger Vehicles Southbound Dirt Lot Westbound Northbound California Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM :15 PM :30 PM :45 PM Total :00 PM :15 PM :30 PM :45 PM Total Grand Total Apprch % Total % Southbound Dirt Lot Westbound Northbound California Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM :15 PM :30 PM :45 PM Total Volume % App. Total PHF

97 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: California Avenue Weather: Clear File Name : 02_PER_Patterson_California PM Site Code : Start Date : 10/9/2018 Page No : Right 42 Thru 0 Left Peak Hour Data California Avenue Thru Left 1 Right North Peak Hour Begins at 04:00 PM Passenger Vehicles Right Thru Left Dirt Lot Left 0 Thru 97 Right 0 Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: :00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins mins mins mins Total Volume % App. Total PHF

98 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: California Avenue Weather: Clear File Name : 02_PER_Patterson_California PM Site Code : Start Date : 10/9/2018 Page No : 1 Groups Printed- Large 2 Axle Vehicles Southbound Dirt Lot Westbound Northbound California Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM :15 PM :30 PM :45 PM Total :00 PM :15 PM :30 PM :45 PM Total Grand Total Apprch % Total % Southbound Dirt Lot Westbound Northbound California Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM :15 PM :30 PM :45 PM Total Volume % App. Total PHF

99 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: California Avenue Weather: Clear File Name : 02_PER_Patterson_California PM Site Code : Start Date : 10/9/2018 Page No : Right 3 Thru 0 Left Peak Hour Data California Avenue Thru Left 0 Right North Peak Hour Begins at 04:00 PM Large 2 Axle Vehicles Right Thru Left Dirt Lot Left 0 Thru 2 Right 0 Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: :00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins mins mins mins Total Volume % App. Total PHF

100 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: California Avenue Weather: Clear File Name : 02_PER_Patterson_California PM Site Code : Start Date : 10/9/2018 Page No : 1 Groups Printed- 3 Axle Vehicles Southbound Dirt Lot Westbound Northbound California Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM :15 PM :30 PM :45 PM Total :00 PM :15 PM :30 PM :45 PM Total Grand Total Apprch % Total % Southbound Dirt Lot Westbound Northbound California Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM :15 PM :30 PM :45 PM Total Volume % App. Total PHF

101 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: California Avenue Weather: Clear File Name : 02_PER_Patterson_California PM Site Code : Start Date : 10/9/2018 Page No : Right 1 Thru 0 Left Peak Hour Data California Avenue Thru Left 0 Right North Peak Hour Begins at 04:00 PM 3 Axle Vehicles Right Thru Left Dirt Lot Left 0 Thru 1 Right 0 Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: :00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins mins mins mins Total Volume % App. Total PHF

102 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: California Avenue Weather: Clear File Name : 02_PER_Patterson_California PM Site Code : Start Date : 10/9/2018 Page No : 1 Groups Printed- 4+ Axle Trucks Southbound Dirt Lot Westbound Northbound California Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM :15 PM :30 PM :45 PM Total :00 PM :15 PM :30 PM :45 PM Total Grand Total Apprch % Total % Southbound Dirt Lot Westbound Northbound California Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM :15 PM :30 PM :45 PM Total Volume % App. Total PHF

103 Counts Unlimited PO Box 1178 Corona, CA (951) City of Perris N/S: E/W: California Avenue Weather: Clear File Name : 02_PER_Patterson_California PM Site Code : Start Date : 10/9/2018 Page No : Right 2 Thru 0 Left Peak Hour Data California Avenue Thru Left 0 Right North Peak Hour Begins at 04:00 PM 4+ Axle Trucks Right Thru Left Dirt Lot Left 0 Thru 0 Right 0 Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: :00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins mins mins mins Total Volume % App. Total PHF

104 Location: Perris Date: 10/9/2018 N/S: Day: Tuesday E/W: California Avenue PEDESTRIANS 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM TOTAL VOLUMES: North Leg East Leg South Leg West Leg Dirt Lot California Avenue Pedestrians Pedestrians Pedestrians Pedestrians :00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM TOTAL VOLUMES: North Leg East Leg South Leg West Leg Dirt Lot California Avenue Pedestrians Pedestrians Pedestrians Pedestrians Counts Unlimited, Inc. PO Box 1178 Corona, CA