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Appendix J1 - Traffic Impact Analysis
MAPLE AVENUE AND FOOTHILL BOULEVARD RESIDENTIAL TRAFFIC IMPACT ANALYSIS MAY 16, 2025 PREPARED FOR: DIVERSIFIED PACIFIC 10621 Civic Center Drive Rancho Cucamonga, California 91730 PREPARED BY: translutions, inc. 17632 Irvine Boulevard, Suite 200 Tustin, California 92780 (949) 656-3131 translutionsthe transportation solu ions comp ny . Maple Ave. and Foothill Blvd. Residential Traffic Impact Analysis May 2025 TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY ....................................................................................................................................... 1 1.1 LOS Analysis Summary ..................................................................................................................................... 1 2.0 INTRODUCTION ..................................................................................................................................................... 1 2.1 Purpose of the Traffic Study and Study Objectives ............................................................................. 1 2.2 Project Location & Study Area ...................................................................................................................... 1 2.3 Analysis Scenarios .............................................................................................................................................. 1 3.0 PROJECT DESCRIPTION ................................................................................................................................... 5 3.1 Project Trip Generation .................................................................................................................................... 5 3.2 Project Trip Distribution & Assignment ..................................................................................................... 5 4.0 LOS DEFINITIONS, PROCEDURES, AND THRESHOLDS ................................................................... 5 4.1 Levels of Service .................................................................................................................................................. 5 4.2 Levels of Service Standards ........................................................................................................................... 8 4.3 Determination of Effects ................................................................................................................................... 8 5.0 VOLUME DEVELOPMENT METHODOLOGY .............................................................................................. 9 5.1 Existing Traffic Volumes ................................................................................................................................... 9 5.2 Opening Year (2025) Without Project Traffic Volumes ...................................................................... 9 5.3 Future Build-out Year (2045) Without Project Traffic Volumes ...................................................... 9 5.4 With Project Traffic Volumes .......................................................................................................................... 9 6.0 EXISTING CONDITIONS ..................................................................................................................................... 9 6.1 Existing Roadway Conditions ......................................................................................................................... 9 6.2 Existing Transit Service .................................................................................................................................. 12 6.3 Existing Bicycle & Pedestrian Facilities .................................................................................................. 12 6.4 Existing Levels of Service .............................................................................................................................. 12 7.0 OPENING YEAR (2025) CONDITIONS ........................................................................................................ 12 7.1 Opening Year (2025) Roadway Conditions ............................................................................................ 19 7.2 Opening Year (2025) Transit Service ....................................................................................................... 19 7.3 Opening Year (2025) Pedestrian & Bicycle Facilities ....................................................................... 19 7.4 Opening Year (2025) Without Project Levels of Service .................................................................. 19 7.5 Opening Year (2025) With Project Levels of Service ........................................................................ 19 8.0 FUTURE BUILD-OUT YEAR 2045 CONDITIONS .................................................................................... 19 8.1 Future Build-Out Year 2045 Roadway Conditions .............................................................................. 19 8.2 Future Build-Out Year 2045 Transit Service ......................................................................................... 19 8.3 Future Build-Out Year 2045 Pedestrian & Bicycle Facilities ......................................................... 19 8.4 Future Build-Out Year 2045 Without Project Levels of Service .................................................... 19 8.5 Future Build-Out Year 2045 With Project Levels of Service .......................................................... 19 9.0 SUMMARY & CONCLUSIONS ........................................................................................................................ 26 APPENDICES Appendix A: Approved Scoping Agreement translutions the tr.i11-=.rort .:Jt1u11 :;ulut101,s ..:umr.111q Maple Ave. and Foothill Blvd. Residential Traffic Impact Analysis May 2025 Appendix B: Traffic Counts Appendix C: Detailed Volume Development Worksheets Appendix D: Level of Service Worksheets FIGURES AND TABLES FIGURES Figure 1: Regional Project Location ................................................................................................................................................ 2 Figure 2: Project Site Plan .............................................................................................................................................................. 3 Figure 3: Study Area Intersections ................................................................................................................................................. 4 Figure 4: Project Trip Distribution ................................................................................................................................................... 6 Figure 5: Project Trip Assignment .................................................................................................................................................. 7 Figure 6: City of Fontana Hierarchy of Streets ............................................................................................................................. 11 Figure 7: Transit ........................................................................................................................................................................... 13 Figure 8: City of Fontana Existing and Proposed Bike Lanes ....................................................................................................... 14 Figure 9: Pedestrian Sidewalks .................................................................................................................................................... 15 Figure 10: Existing Geometrics and Stop Control ......................................................................................................................... 16 Figure 11: Existing Peak Hour Traffic Volumes ............................................................................................................................ 17 Figure 12: Opening Year (2025) Without Project Peak Hour Traffic Volumes .............................................................................. 20 Figure 13: Opening Year (2025) With Project Geometrics and Stop Control ................................................................................ 22 Figure 14: Opening Year (2025) With Project Peak Hour Traffic Volumes ................................................................................... 23 Figure 15: Future Build-out Year 2045 Without Project Peak Hour Traffic Volumes .................................................................... 24 Figure 16: Future Build-out Year 2045 With Project Peak Hour Traffic Volumes ......................................................................... 27 TABLES Table A: Project Trip Generation .................................................................................................................................................... 5 Table B: Level Of Service Criteria .................................................................................................................................................. 8 Table C: SBTAM Growth Rate ...................................................................................................................................................... 10 Table D: Existing Levels of Service .............................................................................................................................................. 18 Table E: Opening Year (2025) Without and With Project Levels of Service ................................................................................. 21 Table F: Future Build-out Year 2045 Without and With Project Levels of Service ........................................................................ 25 translutions the tr.i11-=.rort .:Jt1u11 :;ulut101,s ..:umr.111q Maple Ave. and Foothill Blvd. Residential Traffic Impact Analysis May 2025 1 1.0 EXECUTIVE SUMMARY The following Executive Summary includes a summary of the LOS analyses prepared for the proposed Maple Avenue and Foothill Boulevard residential development project. 1.1 LOS Analysis Summary Under existing conditions, all study area intersections are currently operating at satisfactory levels of service. Under opening year (2025) without and with project conditions, all study area intersections are forecast to operate at satisfactory levels of service. Under future build-out year (2045) without and with project conditions, all study area intersections are forecast to operate at satisfactory levels of service. 2.0 INTRODUCTION This report presents the methodology, findings, and conclusions of the Traffic Impact Analysis (TIA) prepared for the proposed Maple Avenue and Foothill Boulevard residential development project. The proposed project site is located on the northwest corner of Maple Avenue and Foothill Boulevard in the City of Fontana. The project proposes the construction of 270 multi-family dwelling units. 2.1 Purpose of the Traffic Study and Study Objectives This report is intended to satisfy the requirements for a TIA established by the City of Fontana Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment, October 2020 (Guidelines) and the San Bernardino County Congestion Management Program (CMP), adopted November 3, 1993, and last revised in 2016. The San Bernardino County CMP is implemented by the San Bernardino County Transportation Authority (SBCTA, previously San Bernardino Associated Governments). The City has adopted vehicle LOS policies that set standards for which local agency infrastructure will strive to maintain. These policies are contained in the General Plan and apply to discretionary approvals of new land use and transportation projects. The City guidelines require analysis of off-site intersections potentially affected by the project, which the City defines as intersections at which the project is forecast to add 50 or more peak hour trips (two-way). This report evaluates four intersections and project driveways under five analysis scenarios. The analysis intersections were approved by the City during the scoping process and is included in Appendix A. In addition, this report also evaluates alternative modes of travel in the vicinity of the project. 2.2 Project Location & Study Area As stated earlier, the project is located on the northeast corner of Maple Avenue and Foothill Boulevard in the City of Fontana. Figure 1 shows the regional location of the project. The project proposes 270 multi-family dwelling units. The project opening year is anticipated to be 2025. Figure 2 illustrates the site plan of the proposed project. Based on the trip generation and trip distribution of the proposed project, and based on discussion with City staff, this report analyzes the following intersections for traffic operations: 1.Driveway 1 and Foothill Boulevard (Fontana). 2.Maple Avenue and Etiwanda Avenue (Fontana/Rialto). 3.Maple Avenue and Driveway 2 (Fontana). 4.Maple Avenue and Foothill Boulevard (Fontana/Rialto). Figure 3 illustrates the study intersections included in the analysis. 2.3 Analysis Scenarios Based on the City guidelines, this report analyzes traffic conditions for the following scenarios: 1.Existing Conditions, 2.Opening Year (2025) Without Project Conditions, 3.Opening Year (2025) With Project Conditions 1 translutions the tr.111~porf.:Jt-i(_l11 :-iulut1L111s .:ump.111q 2 Legend r-1 Project Boundary .__ translutions t 1,L~ tr' 111--.r ... L 1r t 'l t lL ll l ...,(_ 1l 11 l It ll,.., L (_ 1n1f..,· 1 I l( J G:\DP -Foothill and Maple\Reports\Regional Project Location.qgz (09-25-2024) Fontana -r;J 11 ------;i:: ;ll ~' ~I-: 1 • J - - f I __ ·1 -+r-1 LI - .~ FIGURE 1 Maple Avenue and Foothill Boulevard Ressidential Regional Project Location FIGURE 2 Foothill Boulevard and Maple Avenue Site Plan the transportation solutions company... P:\DP - Foothill and Maple\Analysis\Z30 Landscape Site Plan (9/25/2024) 3 - ~~-1 J AJ!r~ j~JJl,,I i ~=======~=--=c-=~~ I ~- _: ___ • IARBE E-S"LREET -----1 __ I rr;u ~ft;Gl,IS-1 :J:· /1 :::r translutions I \ ,,~~,~ J 1-1,~~ I I 1 -1a~~1 ~T...-.T J YBHttLEit 1\JR.l,o ~Ff;.R M.i!-tlO Tl.lJ~Ul"Ol"'UolUI -~ :IJ~W!l..UIE~EJ ~...Ut4w.ifilUIJ,~LD"f'~l"CiH -..4,Ui.J.(Ff.SI ll,li~{l'lisT.c..aal...lftfEa ·Ill~. £TC: ~)8PE:£"uc.Nt8,_CUfiEl':ll>Ot"I.Tllt~1 ~0Ll~IIEW"'-E!S~TIVE1t-l!IE5TI...O:fl'9 !'EJIIFOmHilCOl,IK!OllPu,H .!IJ~,t,lfiQ~P'91mlllE ,l}lFNEltll •V~,t,11.dC:UIIT ~0.D"'32!1W~,E1'~i0f T..if;~AT'~il.MDFt.ffl'"..i..L -"'~A'C-1..0C'...r 110ECiO..tl:W•.£QJln8:I f\)(Yr-:11..1.IIE.v'D--ltJOEDC,i,.n:;)fo .c/'&1'1"o-,,t4J"WC:Tl1""" lMl'l.e a,,1--•tJBJcl,,na,,i z..~.t.1-:-.....-...FWctr.,1:'i-l') ~8'"-f:lta!:1te ... ,lf!IN ft'~,::-~'M1'1-i1:£M 111 .. o.ncE-TRP•IHERATlONIVl'I t.10.0 "fG\f'JCl'VIDE1RAF!'1CICOl'!,O 1'1\cc.nllle'f ~0~1'111'H'kc~ ~O,i::tllf.,t,_no,,t,tr,DlNC.,, ~~- ,tot•DUUM ~~F-rltllUl!iattlll' ==~~:~~~~ ""'"""' ""= R:latl-w --~D-~or.ir-iet,~ ~ -'V-c-urrctl 1!.¥1&E!:~-1 PROJECT IUIIIARY .. ~-,. t•fllS.?111,9 talNl'I~ 2.(1111.., nlll.Nll14111cl ,_,_IFI alWIIIIIII wix. :mn.;111 l01JI. NET~D1.111t• '1tr!Jl..«09; +,!,f,1flltft!II 1. CIIIIIM • cu,.c a. fMKNI~ ms:w.u !WtlCNIMnct UIIJiDU 4. ,,..~ ffl.l'TJIU PMKNi:M"l'10: l ,711Ti0U I. mieN"~ .... L,__ 011111 •lilSIT'AI.LI ICM:ONWIE ••srALLI 2~TMll!II •41stM.LI 1'ffll. •fflnMa~.11f1111J) """'----.. "'--.... ~------- SEWER CONNECTICN PIOOlmtallR\aT'TtlDWTllalalSR .. L.OCUSr ........ WA'IER CIIJALITY TIVill,£HI fllR0ll0IIID ~ ~lffllill S'ltlRN WA'IER 'IREATIENT ~IM'.EIIIIIDI.IECMalllfflllll llll'MmTOW IENNDINO 00Ufffl' DE1Bf!DIA8il lQJC'r MrH aJR.EJ lltlCUaH A.Pl#&WAYOMII IN RXmU. -IICftO-.-.. Mllfllllflta.011.'1',111111- -.uE~,mtTIERall,L.~ WATBI CCNNNECllON JHl""1ET Wll.•ISWECI ffK.lmM MTl!!llrxlllllMfwmt'TWDPCWIICF - VICINJTY ~ illl + DE\/EI.OPER: ~•'GIC<~l;ll'lll(M":;wu> IOQ• Oi4C <%11':111 l)IM: IWl'l l,'l~C.J"T.r;I 1'11.flOl)"lll,.,I.JII EN<IN&R: ~ _,owe ...,, ~C:-IIW8 f-.,.-r,1~ 4 Legend L _:j Project Boundary • study Intersections -Project Access translutions the. lr.Jn~purt.Jllt.lll ,:,;ul11l1011v cumF'.._111q . G:\DP-Foothill and Maple\Reports\Study Area Intersections JPEG.qgz (09-25-2024) FIGURE 3 Foothill Boulevard and Maple Avenue Residential Study Area Intersections Maple Ave. and Foothill Blvd. Residential Traffic Impact Analysis May 2025 5 4. Future Build-out Year 2045 Without Project Conditions. 5. Future Build-out Year 2045 With Project Conditions. Consistent with City guidelines, this report analyzes weekday a.m. and p.m. peak hour conditions. The a.m. peak hour is defined as the one hour of highest traffic volumes occurring between 7:00 and 9:00 a.m. The p.m. peak hour is defined as the one hour of highest traffic volumes occurring between 4:00 and 6:00 p.m. 3.0 PROJECT DESCRIPTION The project proposes the construction of 270 multi-family dwelling units on approximately 8.18 acres. Access to the project will be provided via two driveways. Driveway 1 is located on Foothill Boulevard and is a right-out access driveway only. Driveway 2 is located on Maple Avenue and is a full access driveway. Previously referenced Figure 2 illustrates the locations of the driveways. 3.1 Project Trip Generation To develop the project trip generation for the residential use, Land Use 220 “Multifamily Housing (Low-Rise)” from the Institute of Transportation Engineers’ (ITE) Trip Generation (11th Edition) was used. Table A shows the project trip generation. As shown in Table A, the project is forecast to generate 108 trips during the a.m. peak hour, 138 trips during the p.m. peak hour, and 1,820 new daily trips. Table A: Project Trip Generation A.M. Peak Hour P.M. Peak Hour Land Use Units In Out Total In Out Total Daily Trip Generation Rates 1 0.10 0.30 0.40 0.32 0.19 0.51 6.74 Trip Generation 270 DU 26 82 108 87 51 138 1,820 Total Trip Generation 26 82 108 87 51 138 1,820 Notes: DU = Dwelling Unit 1 Trip generation based on rates for Land Use 220 - "Multifamily Housing (Low-Rise)" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition). 3.2 Project Trip Distribution & Assignment Project trip distribution patterns for the proposed project were developed based on the location of local and regional destinations. The project trip generation was applied to the trip distribution patterns for the project to develop trip assignments for new project trips. Figure 4 shows the project trip distribution and Figure 5 shows the project trip assignment. 4.0 LOS DEFINITIONS, PROCEDURES, AND THRESHOLDS Level of service (LOS) is a measure of the quality of operational conditions within a traffic stream and is expressed in terms of such measures as speed and travel time, freedom to maneuver, traffic interruptions, and comfort and convenience. Levels range from A to F, with LOS A representing excellent (free flow) conditions and LOS F representing extreme congestion. Consistent to the guidelines, the Highway Capacity Manual (HCM) procedures have been used to evaluate levels of service. This section discusses the LOS definitions, procedures, and thresholds used in this report. 4.1 Levels of Service The analysis of traffic operations at intersections was conducted according to the Highway Capacity Manual 6th Edition (HCM) delay methodologies, which is described in the Highway Capacity Manual (Transportation Research Board, Washington, D.C., November 2016). Under the HCM methodology, LOS for signalized intersections is based on the average delay experienced by vehicles traveling through an intersection, whereas for unsignalized intersections, the LOS is based on the worst approach where the minor leg has a shared lane and on the worst movement where the minor leg has dedicated turn lanes. Table B presents a brief description of each level of service letter grade, as well as the range of delays associated with each grade. 5 translutions the tr.111~porf.:Jt-i(_l11 :-iulut1L111s .:ump.111q (5%)3%30% 30%2%(20%)30% (55%) 1 Dwy 1 & W Foothill Blvd 2 Maple Ave & Etiwanda Ave 3 Maple Ave & Dwy 2 4 Maple Ave & Foothill Blvd FIGURE 4 XX%(YY%)Inbound%(Outbound%) Distribution Maple Avenue and Foothill Boulevard Residential Project Trip Distribution 20 % (3 % ) (5 % ) (2 0 % ) (3 0 % ) 20 % 80 % 15 % (1 5 % ) (2 5 % ) (2 % ) the transportation solutions company... P:\DP - Foothill and Maple\Analysis\Figure 4 Project Trip Distribution (9/25/2024) 6 Legend L _:j Project Boundary • Study Intersections --Project Access J translutions r--------""' I I I I I ----,, I I +.l +.l J, 4 t... _J 7 7, _J t 4/3 1/3 8/26 8/26 1/2 16/10 8/26 45/28 1 Dwy 1 & W Foothill Blvd 2 Maple Ave & Etiwanda Ave 3 Maple Ave & Dwy 2 4 Maple Ave & Foothill Blvd FIGURE 5 XX/YY AM/PM Peak Hour Project Trips Maple Avenue and Foothill Boulevard Residential Project Trip Assignment 5/ 1 7 2/ 2 4/ 3 16 / 1 0 25 / 1 5 5/ 1 7 21 / 7 0 4/ 1 3 12 / 8 21 / 1 3 2/ 1 the transportation solutions company... P:\DP - Foothill and Maple\Analysis\Figure 5 Project Trip Assignment (9/25/2024) 7 Legend L _:j Project Boundary • Study Intersections --Project Access J translutions r--------""' I I I I I ----,, I I +.l +.l J, 4 t... _J 7 7, _J t Maple Ave. and Foothill Blvd. Residential Traffic Impact Analysis May 2025 8 Table B: Level Of Service Criteria LOS Description of Drivers’ Perception and Traffic Operation Delay in Seconds Un-signalized Signalized A This level is typically assigned when the volume-to-capacity ratio is low and either progression is exceptionally favorable, or the cycle length is very short. If it is due to favorable progression, most vehicles arrive during the green indication and travel through the intersection without stopping. < 10 < 10 B This level is assigned when the volume-to-capacity ratio is low and either progression is highly favorable, or the cycle length is short. More vehicles stop than with LOS A. > 10 and < 15 > 10 and < 20 C This level is typically assigned when progression is favorable, or the cycle length is moderate. Individual cycle failures (i.e., one or more queued vehicles are not able to depart as a result of insufficient capacity during the cycle) may begin to appear at this level. The number of vehicles stopping is significant, although many vehicles still pass through the intersection without stopping. > 15 and < 25 > 20 and < 35 D This level is typically assigned when the volume-to-capacity ratio is high and either progression is ineffective, or the cycle length is long. Many vehicles stop and individual cycle failures are noticeable. > 25 and < 35 > 35 and < 55 E This level is typically assigned when the volume-to-capacity ratio is high, progression is unfavorable, and the cycle length is long. Individual cycle failures are frequent. > 35 and < 50 > 55 and < 80 F This level is typically assigned when the volume-to-capacity ratio is very high, progression is very poor, and the cycle length is long. Most cycles fail to clear the queue. > 50 > 80 Source: Highway Capacity Manual, 7th Edition 4.2 Levels of Service Standards The City of Fontana has established a LOS standard of LOS C as the minimum level of service standard for intersection operations. Therefore, study intersections which are forecast to operate at unsatisfactory conditions (i.e. at LOS worse than LOS C for city intersections) will be identified as cumulatively deficient intersections. The City of Rialto identifies policies applicable to minimum Level of Service within the City as follows: Policy 4-1.20: Design City streets so that signalized intersections operate at Level of Service D or better during the morning and evening peak hours and require new development to mitigate impacts that degrade LOS below that level. Policy 4-1.21: Design City streets so that unsignalized intersections operate with no vehicular movement have an average delay greater than 120 seconds during the morning and evening peak hours and require new development to mitigate traffic impacts that increase delay above that level. 4.3 Determination of Effects The City of Fontana’s determination of deficient intersections is based on a comparison of without and with project levels of service for each analysis year. An intersection effect occurs if project traffic increases the average delay at an intersection by more than the thresholds identified below: LOS A/B: > 10.0 Seconds. LOS C: > 8.0 Seconds. LOS D: > 5.0 Seconds. LOS E: > 3.0 Seconds. LOS F: > 1.0 Seconds. The City of Rialto deems infrastructure deficiencies to occur at any intersection in which the project causes the LOS to fall below LOS D or the peak hour delay increases as follows: LOS A/B: > 10.0 Seconds. LOS C: > 8.0 Seconds. 8 translutions the tr.111~porf.:Jt-i(_l11 :-iulut1L111s .:ump.111q Maple Ave. and Foothill Blvd. Residential Traffic Impact Analysis May 2025 9 LOS D: > 5.0 Seconds. LOS E: > 2.0 Seconds. LOS F: > 1.0 Seconds. 5.0 VOLUME DEVELOPMENT METHODOLOGY Forecast traffic volumes at study intersections were developed based on discussion with City staff. This section discusses the volume development methodology used to forecast future traffic volumes. 5.1 Existing Traffic Volumes Existing peak hour traffic volumes are based on peak hour intersection turn movement counts collected by Counts Unlimited Inc. in May 2024. The counts are included in Appendix B. Vehicle classification counts (e.g., passenger vehicle, 2-axle truck, 3-axle truck, and 4 or more axle trucks), were conducted at all existing study area intersections. Consistent with the City guidelines, PCE volumes at these intersections were calculated using a PCE factor of 2.0 for 2-axle trucks, 2.5 for 3-axle trucks, and 3.0 for trucks with 4 or more axles. Detailed volume development worksheets are included in Appendix C. 5.2 Opening Year (2025) Without Project Traffic Volumes Opening year (2025) without project peak hour traffic volumes were developed by applying an annual growth rate per year (2024 to 2025) to the existing traffic volumes at each existing study intersection. The growth rate is based on the SBTAM daily link volume growth at adjacent intersections on Etiwanda Avenue and Foothill Boulevard. 5.3 Future Build-out Year (2045) Without Project Traffic Volumes Future build-out year traffic volumes are usually based on post-processing link volumes from the SBTAM. However, the SBTAM model does not include Maple Avenue in the base year or future year model. Therefore, a growth rate from the SBTAM daily link volumes at the adjacent intersections of Locust Avenue/Etiwanda Avenue and Locust Avenue/Foothill Boulevard were developed for the north/south and east/west directions. Table C shows the annual growth rate based on the daily link volumes. The future build-out year (2045) without project peak hour traffic volumes were developed by applying the annual growth rate per year (2024 to 2045) to the existing traffic volumes at existing study area intersection. 5.4 With Project Traffic Volumes Traffic volumes for opening year (2024) and future build-out year 2045 with project traffic volumes were developed by adding the project trip assignment to the corresponding without project peak hour traffic volumes. Detailed volume development worksheets are included in Appendix C. 6.0 EXISTING CONDITIONS This section discusses the existing transportation conditions in the study area. 6.1 Existing Roadway Conditions Regional access to the project site is provided by Interstate 10 to the south and SR-210 to the north. Local access is provided by the following roadways: Etiwanda Avenue is oriented in the east-west direction and is a two-lane roadway. The posted speed limit on Etiwanda Avenue is 40 miles per hour. Etiwanda Avenue is classified as a Modified Secondary Highway in the City’s General Plan. Maple Avenue is oriented in the north-south direction and is a two-lane roadway. The speed limit on Maple Avenue is 35 miles per hour. Maple is classified as a Collector Street in the City’s General Plan. Foothill Boulevard is oriented in the east-west direction and is a four-lane roadway. The speed limit on Foothill Boulevard is 50 miles per hour. Foothill Boulevard is classified as a Modified Major Highway in the City’s General Plan. The City’s hierarchy of streets is illustrated in Figure 6. 9 translutions the tr.111~porf.:Jt-i(_l11 :-iulut1L111s .:ump.111q Intersection Direction Base Year (2016)Future Year (2040) Locust Ave./Etiwanda Ave.North/South 5,424 9,786 80%3.0% East/West 2,967 3,758 27%1.0% Locust Ave./Foothill Blvd.North/South 5,108 7,881 54%2.0% East/West 50,804 62,665 23%1.0% Daily Link Volumes (Two-Way)Total Growth (%) Growth Per Year (%) Table C: SBTAM Growth Rate P:\DP - Foothill and Maple\Analysis\LOS\SBTAM Growth Rate 10 FIGURE 6 Maple Avenue and Foothill Boulevard Residential City of Fontana's Circulation Map the transportation solutions company... P:\DP - Foothill and Maple\Analysis\Figure 6 City of Fontana's Circulation Map (9/25/2024)11 0 s: ;a ~ £; g Q I" ) Cl . (/ ) _:: J ' " :: e O N Cl C: O ' < ri _, 'T l C l l " ' l c • • :: : s R 8: '< : : 0 .Q , ~ 2i 1 ii :: J - ,. , . Cl Q ,, , 5 ! 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I I L • 1 LO C U S T AV ■ • ■ 1 ■ ■ ■ : · ■ ■ ■ • • • - ' C I ( ) ~ 9, , ~ ii 5 6' Maple Ave. and Foothill Blvd. Residential Traffic Impact Analysis May 2025 12 6.2 Existing Transit Service Public transportation services within the City of Fontana and near the proposed project include bus transit service (Omnitrans) and commuter rail transportation (Metrolink). These services are further described below. Bus Service. Public transportation in the City of Fontana is provided by Omnitrans, which is the regional transit operator in San Bernardino County. The following transit routes operate near the project: Route 312 provides service in Fontana, Rialto, Muscoy, and Cal State San Bernardino. Near the study area, Route 312 travels along Linden Avenue. Route 312 operates at 60-minute headways during the week with major stops including the Fontana Metrolink Transit Center. The nearest stop is located on the northeast corner of Linden Avenue and Foothill Boulevard. Route 14 provides service in Fontana and San Bernardino via Rialto. Near the study area, Route 14 travels along Foothill Boulevard. Route 14 operates at 20-minute headways during peak hours and 30-minute headways during off-peak hours. Major stops include the San Bernardino Transit Center, and Fontana Metrolink Transit Center. The nearest stop is located on the northwest corner of Maple Avenue and Foothill Boulevard. Commuter Rail Service. Commuter rail service is provided by Metrolink, which is operated by the Southern California Regional Rail Authority (SCRRA). Metrolink train service is available between the counties of Ventura, Los Angeles, San Bernardino, Orange, Riverside, and north San Diego. The area is served by the San Bernardino Line, which runs east-west between the San Bernardino Station and the Los Angeles Union Station. The Fontana Station is the nearest Metrolink station to the project site and is approximately 2 miles from the project area. Figure 7 illustrates the transit lines within the project area. 6.3 Existing Bicycle & Pedestrian Facilities The City’s bikeway network includes three types of facilities and are discussed below: Class I (Shared-Use Paths) A Class I bikeway is a shared-use path that allows for two-way off-street bicycle use and may be used by pedestrians, skaters, wheelchair users, joggers, and other non-motorized users. Class II (Bicycle Lanes) A Class II bikeway is a bicycle lane that is a portion of the roadway that has been designated by striping, signing, and pavement markings for the preferential and exclusive use of bicyclists. Bicycle lanes are always located on both sides of the road (except one-way streets) and allow bicyclists to ride in the same direction as adjacent motor vehicle traffic. Class III (Bike Routes) Class III bikeways generally employ bikeway signage, and may also use pavement markings, to guide bicyclists to popular destinations on low-volume, bike-friendly roadways. Figure 8 illustrates the existing bike lanes within the project area. As shown in Figure 8, there are existing bike lanes on Alder Avenue. Figure 9 illustrates the existing pedestrian facilities near the project. As illustrated in Figure 9, there are sidewalks to the west of the project on Foothill Boulevard and no sidewalks on Maple Avenue from Foothill Boulevard to Barbee Street. 6.4 Existing Levels of Service An intersection level of service analysis was conducted for existing conditions to determine current circulation system performance. Figure 10 shows the existing lane geometrics and stop controls at the study intersections. Existing traffic volumes at study intersections are shown in Figure 11. Detailed volume development worksheets are included in Appendix C. The existing levels of service for the study area intersections are summarized in Table D. Level of service calculation worksheets are contained in Appendix D. As shown in Table D, all study area intersections are currently operating at satisfactory levels of service. 7.0 OPENING YEAR (2025) CONDITIONS This section discusses opening year transportation conditions in the study area. It is anticipated that the project will open in 2025. 12 translutions the tr.111~porf.:Jt-i(_l11 :-iulut1L111s .:ump.111q 13 Legend L _:j Project Boundary -Route 312 -Route 14 (el Bus stops translutions the lr.11l~f--,Ud.1t1u11 :--ul11l1ur1,::--, CUnlf-""·ltHJ G:\DP • Foothill and Maple\Reports\Transit.qgz (05-16-2025) FIGURE 7 Maple Avenue and Foothill Boulevard Residential Transit 14 A Legend L _:j Project Boundary -Sidewalks translutions the lr.Jn~purt.Jllt.lll ,:,;ul11l1011v cumF'.._111q . G:\DP-Foothill and Maple\Reports\Pedestrian Sidewalks.qgz (09-25-2024) I I I I I /) I ~ -✓ _____________ .,,,,.. ~[;00 FIGURE 8 Maple Avenue and Foothill Boulevard Residential Pedestrian Sidewalks FIGURE 9 Maple Avenue and Foothill Boulevard Residential City of Fontana's Bike Lanes the transportation solutions company... P:\DP - Foothill and Maple\Analysis\Figure 9 City of Fontana's Bike Lanes (9/25/2024)15 EXHIBIT 9.6 BICYCLE FACILITIES IN FONTANA Legend --Existing Class I -Existi ng Class II -Existing Class Ill 1111111 Proposed Class I "'"" Proposed Class II """' Proposed Class Il l [.':J Fonta na Sphere o f lnfi uence . ., . ., ....... , ................. ., .. BA NYAN 11' ___ _,, llitllhllll FOUR rtt 111,IIMIOI •RIALTO 11111 cr ~ "il. = f----l .... ---t-----1-........... ~: - i ~ ~ r...i .............. $ ......... ------""" ... -·---------1 •HnllllllUI .............. ... i t· ~ SAN BERNARDINO ...... '"'"'"""°'' i---~~,-....,..._ ____ _jf_·-_.r_·_·...J-----L-l---il ___ ~vA~LL::EY:!....~----i---..:...---4--"J_, ! = : :: Bicycle Fac iliti es March , 2017 Data sources: City of Fontana, 2015; SANBAG NM TP, 2014 translutions SLOVER : HtllllflfUlti111HIIJ-IUh "'g;;~: "" IHIIHltlllllifHU .. Q UI Riverside County "il. 8/oo ington i, .. uo1nu1uu1 tllUUlltlUlliu1unu,,, •• f = i♦11ut1t11,,u11t1 0 2,500 5,000 10,000 () Sc al e 1 :75 ,000 Feet 1 Dwy 1 & W Foothill Blvd 2 Maple Ave & Etiwanda Ave 3 Maple Ave & Dwy 2 4 Maple Ave & Foothill Blvd FIGURE 10 Legend Signal Maple Avenue and Foothill Boulevard Residential Stop Sign Existing Without Project Intersection Geometrics and Stop Control wt ac d ac d adccbefgb x cd y f w the trans ortation solutions com any.. Future IntersectionFuture Intersection P:\DP - Foothill and Maple\Analysis Revised\Figure 10 Existing Without Project Intersection Geometrics and Stop Control 5/16/2025 16 Legend L _ J Project Boundary • Study Intersections ---Project Access translutions I I I ----p I I I _____ / ~[;Il!J:fl, 0 [20/16 [34/21139/95 558/572645/622 Z Q T 43/10 Z Q T 11/15 486/796 11/19 S R Y 22/39 S R Y 116/115 452/749 88/15 \12/8 \ 1 Dwy 1 & W Foothill Blvd 2 Maple Ave & Etiwanda Ave 3 Maple Ave & Dwy 2 4 Maple Ave & Foothill Blvd FIGURE 11 XXXX / YYYY AM / PM Peak Hour Volume (In PCEs) Maple Avenue and Foothill Boulevard Residential Existing Without Project Peak Hour Traffic Volumes 76 / 3 9 29 / 2 9 36 / 2 6 9/ 8 51 / 2 4 35 / 2 2 34 / 2 9 12 0 / 7 5 13 2 / 9 9 15 / 1 4 85 / 5 7 13 / 1 5 79 / 6 8 44 / 1 4 the trans ortation solutions com any... Future Intersection Future Intersection P:\DP - Foothill and Maple\Analysis Revised\Figure 11 Existing Without Project Peak Hour Traffic Volumes (5/16/2025) 17 Legend L _:j Project Boundary • Study lnternctlons -Project Access translutions I ;, I I I ----✓ litm1Ilflll~ • Intersection Jurisdiction Control Delay LOS Delay LOS 1: Foothill Blvd & Dwy 1 Fontana TWSC 2: Maple Ave & Etiwanda Ave Fontana/Rialto AWSC 9.4 A 8.7 A 3: Maple Ave & Dwy 2 Fontana TWSC 4: Maple Ave & Foothill Blvd Fontana/Rialto Signal 19.3 B 21.8 C *Exceeds LOS Standard TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case approach/movement. LOS = Level of Service Table D: Existing Levels of Service Future Intersection Future Intersection Without Project AM Peak Hour PM Peak Hour P:\DP - Foothill and Maple\Analysis\LOS\Exist Summary 18 lTanslut-,on s ,., le ,,1-.1•,111!1• -.,,/,,:,,-. ''"'L 1111 I I I Maple Ave. and Foothill Blvd. Residential Traffic Impact Analysis May 2025 19 7.1 Opening Year (2025) Roadway Conditions Opening year roadway conditions are assumed to be the same as those under existing conditions. 7.2 Opening Year (2025) Transit Service Transit service under opening year conditions is anticipated to remain the same as under existing conditions. 7.3 Opening Year (2025) Pedestrian & Bicycle Facilities Pedestrian and bicycle facilities under opening year conditions are anticipated to remain the same as under existing conditions. It should be noted that the City is proposing Class II bike lanes on Maple Avenue and Foothill Boulevard within the project area. Previously referenced Figure 8 illustrates the proposed bike lanes. 7.4 Opening Year (2025) Without Project Levels of Service An intersection level of service analysis was conducted for opening year (2025) without project conditions to determine circulation system performance. Opening year (2025) without project traffic volumes at study intersections are shown in Figure 12 Detailed volume development worksheets are included in Appendix C. Opening year (2025) without project levels of service for the study area intersections are summarized in Table E. Level of service calculation worksheets are contained in Appendix D. As shown in Table E, all study area intersections are forecast to operate at satisfactory levels of service. 7.5 Opening Year (2025) With Project Levels of Service An intersection level of service analysis was conducted for opening year (2025) with project conditions to determine circulation system performance. Opening year (2025) with project intersection geometrics and stop controls at study intersections are shown in Figure 13. Opening year (2025) with project traffic volumes at study intersections are shown in Figure 14. Detailed volume development worksheets are included in Appendix C. Opening year (2025) with project levels of service for the study area intersections are summarized in Table E. Level of service calculation worksheets are contained in Appendix D. As shown in Table E, all study area intersections are forecast to operate at satisfactory levels of service. 8.0 FUTURE BUILD-OUT YEAR 2045 CONDITIONS This section discusses future build-out year 2045 transportation conditions in the study area. 8.1 Future Build-Out Year 2045 Roadway Conditions Future build-out year 2045 roadway conditions are assumed to be the same as those under opening year conditions. 8.2 Future Build-Out Year 2045 Transit Service Transit service under future build-out year 2045 conditions is anticipated to remain the same as under opening year conditions. 8.3 Future Build-Out Year 2045 Pedestrian & Bicycle Facilities Pedestrian and bicycle facilities under future build-out year 2045 conditions are anticipated to remain the same as under opening year conditions. 8.4 Future Build-Out Year 2045 Without Project Levels of Service An intersection level of service analysis was conducted for future build-out year 2045 without project conditions to determine circulation system performance. Future build-out year 2045 without project traffic volumes at study intersections are shown in Figure 15. Detailed volume development worksheets are included in Appendix C. Future build- out year 2045 without project levels of service for the study area intersections are summarized in Table F. Level of service calculation worksheets are contained in Appendix D. As shown in Table F, all study area intersections are forecast to operate at satisfactory levels of service. 8.5 Future Build-Out Year 2045 With Project Levels of Service An intersection level of service analysis was conducted for future build-out year 2045 with project conditions to determine circulation system performance. Future build-out year 2045 with project traffic volumes at study intersections are shown 19 translutions the tr.111~porf.:Jt-i(_l11 :-iulut1L111s .:ump.111q [20/16 [34/21140/96 564/578651/628 Z Q T 43/10 Z Q T 11/15 491/804 11/19 S R Y 22/39 S R Y 117/116 457/756 89/15 \12/8 \ 1 Dwy 1 & W Foothill Blvd 2 Maple Ave & Etiwanda Ave 3 Maple Ave & Dwy 2 4 Maple Ave & Foothill Blvd FIGURE 12 XXXX / YYYY AM / PM Peak Hour Volume (In PCEs) Maple Avenue and Foothill Boulevard Residential Opening Year (2025) Without Project Peak Hour Traffic Volumes 15 / 1 4 88 / 5 9 13 / 1 5 81 / 7 0 45 / 1 4 37 / 2 7 9/ 8 53 / 2 5 36 / 2 3 35 / 3 0 12 4 / 7 7 13 6 / 1 0 2 78 / 4 0 30 / 3 0 the trans ortation solutions com any... Future Intersection Future Intersection P:\DP - Foothill and Maple\Analysis Revised\Figure 12 Opening Year (2025) Without Project Peak Hour Traffic Volumes (5/16/2025) 20 Legend L _:j Project Boundary • Study lnternctlons -Project Access translutions I ;, I I I ----✓ litm1Ilflll~ • AM Peak Hour PM Peak Hour Intersection Jurisdiction Control Delay LOS Delay LOS Delay LOS Delay LOS 1: Foothill Blvd & Dwy 1 Fontana TWSC 9.0 10.6 B -- 2: Maple Ave & Etiwanda Ave Fontana/Rialto WSC 9.4 8.7 9.6 8.8 0.2 0.1 3: Maple Ave & Dwy 2 Fontana TWSC 9.7 9.5 - - 4: Maple Ave & Foothill Blvd Fontana/Rialto Signal 19.4 B 21.9 C 19.8 B 22.8 C 0.4 0.9 TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case approach/movement. LOS = Level of Service Table E: Opening Year (2025) Without and With Project Levels of Service Without Project With Project Change In Delay Future Intersection AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour Future Intersection P:\DP - Foothill and Maple\Analysis Revised\LOS\OY Summary 21 I I I I I 1 Dwy 1 & W Foothill Blvd 2 Maple Ave & Etiwanda Ave 3 Maple Ave & Dwy 2 4 Maple Ave & Foothill Blvd FIGURE 13 Legend Signal Maple Avenue and Foothill Boulevard Residential Stop Sign Opening Year (2025) With Project Intersection Geometrics and Stop Control wt ac d ac d adccbefgb x cd y f w the transportation solutions company... P:\DP - Foothill and Maple\Analysis\Figure 13 Opening Year (2025) With Project Intersection Geometrics and Stop Control 9/26/2024 22 Legend L _ J Project Boundary • Study Intersections --Project Access translutions I ----p I I ----✓ ~~. [20/16 [42/47140/96 564/578Z 655/631 Z Q T 44/13 Z Z Q T 11/15 499/830 11/19 S R Y 16/10 S R 30/65 S R Y 117/116 45/28 \457/756 90/17 \12/8 \ 1 Dwy 1 & W Foothill Blvd 2 Maple Ave & Etiwanda Ave 3 Maple Ave & Dwy 2 4 Maple Ave & Foothill Blvd FIGURE 14 XXXX / YYYY AM / PM Peak Hour Volume (In PCEs) Maple Avenue and Foothill Boulevard Residential Opening Year (2025) With Project Peak Hour Traffic Volumes 15 / 1 4 92 / 7 2 13 / 1 5 93 / 7 8 21 / 1 3 47 / 1 5 37 / 2 7 11 / 1 0 57 / 2 8 52 / 3 3 60 / 4 5 5/ 1 7 12 4 / 7 7 21 / 7 0 13 6 / 1 0 2 83 / 5 7 30 / 3 0 the trans ortation solutions com any... P:\DP - Foothill and Maple\Analysis Revised\Figure 14 Opening Year (2025) With Project Peak Hour Traffic Volumes (5/16/2025) 23 Legend L _:j Project Boundary • Study lnternctlons -Project Access translutions I ;, I I I ----✓ litm1Ilflll~ • [24/19 [41/25168/115 675/692817/773 Z Q T 52/12 Z Q T 13/18 589/963 13/23 S R Y 27/47 S R Y 140/139 547/906 106/18 \15/10 \ 1 Dwy 1 & W Foothill Blvd 2 Maple Ave & Etiwanda Ave 3 Maple Ave & Dwy 2 4 Maple Ave & Foothill Blvd FIGURE 15 XXXX / YYYY AM / PM Peak Hour Volume (In PCEs) Maple Avenue and Foothill Boulevard Residential Future Build-out Year (2045) Without Project Peak Hour Traffic Volumes 12 4 / 6 4 47 / 4 7 59 / 4 2 15 / 1 3 83 / 3 9 57 / 3 6 55 / 4 7 19 5 / 1 2 2 19 2 / 1 3 6 24 / 2 3 13 9 / 9 3 21 / 2 4 12 9 / 1 1 1 72 / 2 3 the trans ortation solutions com any... Future Intersection Future Intersection P:\DP - Foothill and Maple\Analysis Revised\Figure 15 Future Build-out Year (2045) Without Project Peak Hour Traffic Volumes (5/16/2025) 24 Legend L _:j Project Boundary • Study lnternctlons -Project Access translutions I ;, I I I ----✓ litm1Ilflll~ • AM Peak Hour PM Peak Hour Intersection Jurisdiction Control Delay LOS Delay LOS Delay LOS Delay LOS 1: Foothill Blvd & Dwy 1 Fontana TWSC 9.3 11.2 B -- 2: Maple Ave & Etiwanda Ave Fontana/Rialto WSC 11.4 B 9.5 11.6 B 9.7 0.2 0.2 3: Maple Ave & Dwy 2 Fontana TWSC 10.4 B 9.9 - - 4: Maple Ave & Foothill Blvd Fontana/Rialto Signal 19.8 B 24.1 C 20.3 C 25.1 C 0.5 1.0 TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case approach/movement. LOS = Level of Service Table F: Future Build-out Year (2045) Without and With Project Levels of Service Future Intersection Future Intersection Without Project With Project AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour Change In Delay P:\DP - Foothill and Maple\Analysis Revised\LOS\2045 Summary 25 I I I I I Maple Ave. and Foothill Blvd. Residential Traffic Impact Analysis May 2025 26 in Figure 16. Detailed volume development worksheets are included in Appendix C. Future build-out year 2045 with project levels of service for the study area intersections are summarized in Table F. Level of service calculation worksheets are contained in Appendix D. As shown in Table F, all study area intersections are forecast to operate at satisfactory levels of service. 9.0 SUMMARY & CONCLUSIONS The project proposes the construction of approximately 270 multi-family dwelling units on approximately 8.18 acres. Access to the project will be provided via two driveways. Driveway 1 is located on Foothill Boulevard and is a right-out access only. Driveway 2 is located on Maple Avenue and is full-access. Under existing conditions, all study area intersections are currently operating at satisfactory levels of service. Under opening year (2025) without and with project conditions, all study area intersections are forecast to operate at satisfactory levels of service. Under future build-out year (2045) without and with project conditions, all study intersections are forecast to operate at satisfactory levels of service. 26 translutions the tr.111~porf.:Jt-i(_l11 :-iulut1L111s .:ump.111q [24/19 [49/51168/115 675/692Z 821/776 Z Q T 53/15 Z Z Q T 13/18 597/989 13/23 S R Y 16/10 S R 35/73 S R Y 140/139 45/28 \547/906 107/20 \15/10 \ 1 Dwy 1 & W Foothill Blvd 2 Maple Ave & Etiwanda Ave 3 Maple Ave & Dwy 2 4 Maple Ave & Foothill Blvd FIGURE 16 XXXX / YYYY AM / PM Peak Hour Volume (In PCEs) Maple Avenue and Foothill Boulevard Residential Future Build-out Year (2045) With Project Peak Hour Traffic Volumes 12 9 / 8 1 47 / 4 7 59 / 4 2 17 / 1 5 87 / 4 2 73 / 4 6 80 / 6 2 5/ 1 7 19 5 / 1 2 2 21 / 7 0 19 2 / 1 3 6 24 / 2 3 14 3 / 1 0 6 21 / 2 4 14 1 / 1 1 9 21 / 1 3 74 / 2 4 the trans ortation solutions com any... P:\DP - Foothill and Maple\Analysis Revised\Figure 16 Future Build-out Year (2045) With Project Peak Hour Traffic Volumes (5/16/2025) 27 Legend L _:j Project Boundary • Study lnternctlons -Project Access translutions I ;, I I I ----✓ litm1Ilflll~ • Maple Ave. and Foothill Blvd. Residential Traffic Impact Analysis September 2024 Appendix A APPENDIX A: APPROVED SCOPING AGREEMENT ------= t he tr .111~purt.1l1011 --.L1l11ltun!"t cump.1nq translutions, inc . 17632 Irvine Boulevard, Suite 200 Tustin, California 92780 (949) 656 3131 solutions@translutions.com 11/30/2023 (P:\DP - Foothill and Maple\Scope\DP- Foothill and Maple Scoping Letter.docx) 1 the trans ortation solutions com any... November 30, 2023 Ruben Hovanesian Traffic Engineering Manager 8353 Sierra Avenue Fontana, California 92335 Subject: Foothill Boulevard Maple Avenue Residential Development – Scope of Work for Traffic Impact Analysis and VMT Memo Dear Mr. Hovanesian, Translutions, Inc. (Translutions) is pleased to present this Scope of Work to the City of Fontana for your review and approval. The project is located on the northwest corner of W Foothill Boulevard and N Maple Avenue in the City of Fontana. The traffic impact analysis will be prepared consistent with the City of Fontana Traffic Impact Analysis Guidelines for Vehicle Miles Traveled (VMT) and Level Of Service Assessment (October 2021). These guidelines describe the key elements required for preparing Level of Service Analysis Reports and CEQA Assessment for VMT analyses. The following scope of work will be included in the traffic impact analysis. PROJECT DESCRIPTION The project will be located on the northwest corner of W Foothill Boulevard and N Maple Avenue in the City of Fontana. The proposed project will be a residential development. The development will consist of 270 units of 3 and 4 story apartments on a 8.18-acre site. Access to the project will be provided via one full-access driveway on N Maple Avenue and one exit-only driveway on W Foothill Boulevard. Figure 1 illustrates the site plan for the proposed project. The project is anticipated to be completed in 2025. PROJECT TRIP GENERATION To develop the project trip generation for the residential use, Land Use 220 “Multifamily Housing (Low-Rise)” from the Institute of Transportation Engineers’ (ITE) Trip Generation (11th Edition) was used. Table A shows the project trip generation. As shown in Table A, the project is forecast to generate 108 trips during the a.m. peak hour, 138 trips during the p.m. peak hour, and 1,820 new daily trips. The City of Fontana Traffic Impact Analysis Guidelines for Vehicle Miles Traveled (VMT) and Level Of Service Assessment (October 2021) state that a proposed project is required to prepare a Traffic Impact Analysis report if the proposed project is forecast to generate between 100 and 249 two-way peak hour trips. The proposed project generates between 108 to 138 peak hour trips. Table A - Pro ect Trip Generation A.M. Peak Hour P.M. Peak Hour Land Use Units In Out Total In Out Total Daily Trip Generation Rates 1 0.10 0.30 0.40 0.32 0.19 0.51 6.74 Trip Generation 270 DU 26 82 108 87 51 138 1,820 Total Trip Generation 26 82 108 87 51 138 1,820 Notes: DU = Dwelling Unit 1 Trip generation based on rates for Land Use 220 - "Multifamily Housing (Low-Rise)" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition). PROJECT TRIP DISTRIBUTION Project trip distribution patterns for the proposed project were developed based on the location of the project in relation to the surrounding land uses and the regional network. Figures 2 and 3 illustrate the project trip distribution and the resulting project trips at the proposed study intersections. translutions 11/30/2023 (P:\DP - Foothill and Maple\Scope\DP- Foothill and Maple Scoping Letter.docx) 2 th e t r a n s p o r t a t i o n s o l u t i o n s c o m p a n y . . . STUDY AREA DETERMINATION Based on the City guidelines, a Level of Service (LOS) analysis is required at intersections with more than 50 or more peak hour project trips during either the a.m. or p.m. peak hours. Based on the 50-trip threshold, an LOS analysis of the following intersections is proposed: 1. Driveway 1 and W Foothill Boulevard. 2. N Maple Avenue and Driveway 2. 3. N Maple Avenue and W Foothill Boulevard. 4. N Linden Avenue and W Foothill Boulevard. The analysis of traffic operations and LOS during a.m. and p.m. peak hours will be provided for the following conditions: Existing Conditions. Opening Year (2025) Without Project Conditions (Existing plus growth plus approved projects). Opening Year (2025) With Project Conditions (Existing plus growth plus approved projects plus project). Future Build-out Year (2045) Without Conditions. Future Build-out Year (2045) With Project Conditions. Opening Year (2025) With Project Conditions With Recommended Improvements (If Required). Future Build-out Year (2045) With Project Conditions With Recommended Improvements (If Required). EXISTING TRAFFIC CONDITIONS Translutions will collect existing traffic counts (intersection turn volumes) for the a.m. and p.m. peak periods for the analysis intersections identified above. The existing traffic counts will be conducted on a Tuesday, Wednesday, or Thursday on non- holiday weeks. The proposed project is in the vicinity of multiple schools therefore the existing traffic counts will be conducted when the school is in session. VOLUME DEVELOPMENT Based on the City guidelines, the opening day without project traffic volumes will be developed through the application of growth rates to existing traffic volumes. The opening day without project traffic volumes will be based on application of a per annum growth rate and adding cumulative project trips within a five-mile radius of the project. It is anticipated that the growth rate will be based on the daily traffic plots for Foothill Boulevard around the project site. Future Build-out year will be 20 years from the opening day of the project, rounded up to the nearest multiple of 5. Future Build- out year traffic volumes will be based on the SBTAM link volumes and post-processed consistent with NCHRP methodologies. INTERSECTION ANALYSIS METHODOLOGY Traffic volumes for existing and opening year conditions will be used to calculate levels of service at the study intersections using the HCM 6th Methodology for unsignalized and signalized intersections using Synchro software. Translutions would also like to request an updated list of cumulative projects in the vicinity of this project from the City to develop opening year traffic volumes. In addition, Translutions would also request information on the City’s Capital Improvement Program and any other transportation improvements that the City is considering. INTERSECTION IMPROVEMENTS AND FAIR-SHARE COST ANALYSIS The City of Fontana General Plan recommends a LOS Standard of LOS C. For intersections which are forecast to operate at unsatisfactory conditions (i.e. at LOS worse than LOS C) circulation improvements and project fair share costs will be calculated. VEHICLE MILES TRAVELED (VMT) SCREENING ANALYSIS MEMO A VMT Screening analysis will be conducted based on the City of Fontana VMT guidelines. Based on the preliminary analysis done using the San Bernardino County Transportation Authority (SBCTA) VMT Screening Tool, it is anticipated that the project will likely screen out of a full VMT analysis since it is located within a Low VMT Generating TAZ Area. Figure 4 illustrates the location of the parcel containing the proposed project site with respect to Low VMT Generating TAZs. A separate VMT screening memorandum will be provided. 11/30/2023 (P:\DP - Foothill and Maple\Scope\DP- Foothill and Maple Scoping Letter.docx) 3 th e t r a n s p o r t a t i o n s o l u t i o n s c o m p a n y . . . I would appreciate it if you could review the scope of the analysis outlined in this letter and the accompanying figures. Pleas e let me know whether the City has any comments on the trip generation, trip distribution, or the proposed study area, as well as any specific issues that it wants the traffic study to address. Finally, if the City is aware of any other approved or pending projects in the vicinity of this project, I would appreciate receiving information on those projects so that we may include trips generated by those projects in the study. Thank you for your assistance in this matter. I can be reached by email at deepali@translutions.com. Sincerely, t ranslutions, Inc. Deepali Chausalkar Principal Figures: Figure 1 – Site Plan Figure 2 – Project Trip Distribution Figure 3 – Project Trip Assignment Figure 4 – SBCTA VMT Screening Tool Scoping Form FIGURE 1 Foothill Boulevard and Maple Avenue Site Plan the trans ortation solutions com any... P:\DP - Foothill and Maple\Scope\Z30 Landscape Site Plan (11/28/2023) ...! 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TLoeua'T '8E~CNDWJ:"2'!11t~.Etk:Al:£WENTDf r-¾~ATL<X:.:UB?'N-iOFODlkll. -111»TOloeu&"' l!li[E)C"Ano,."9:>JJRe) fll::I01hLl.1:N..l1t1 • .,..l!.1~lOI -c7'&1:f"-.....FWf!'f.-ffl"j ~"-V-IQBJ,o,ll)(W Z"'&t:0-.al.FW(ff .. ~, &llUiE£-ilT-!!1DHJIIC,l.f11(lu Jltil;12'~....UWD'rrlt'21:t'l lljPl!ioa,,tDE l'R1'~ERATl::N\ltlt WE»o til\~CIE"TAA.Fne~ .. .flfi!EBfEHT 111CQr(\AC.t.ANDC0CIJl~EW' rHEJllialJc. ~1:"~~~~~~i::TOP l =~'=~JIIEII~~~~ "'"" """" ~at.it0--MODIFEO~ ~A'IJ -.:i::i..LECTOR" Ei.lJ;lti£!:df"- I i ~ .... , ;;:;;~iVl~ .. ~~,~!(' ""1:ITY3::t:+ PROJECTSll,l!IARY .,...,.._,_ 1, 1_,flti,'llllf) tslNIII~ I m(BI., no 1N11 ~1'Q 1moam1F1 >1111111ll!II 'IIJ'M 21DIHII ltrTJ(_NEr~ztt-• itl"Dl..taa. -+iLf.1fH:N!I 2. Clllllh: •OtM: I. l'MIKNI~ G'SSTalll PWUCNa MT10: 1,11 IJOJ ._ ,wmra P9ll0VIJED: mS"IX.LI PMINIMTICt 1.1UTOU l.[.eN~ a,:11, ~--CFBI •:llll'l"ALLI tCMGNUIGE ••.sr..-aJ l~Tiltll!!II •4111M.l.8 TOIIO. •fflllTMll~,llfTlDU) ------M ....... IDlllad .... ,. --- 9EW8I CONNEC'Jla.1 ...---'10- "L.OCUSI'_,, WAlBI 01.W.ITY 11£',ll,BIT Ffl.)fll08RJ LIGJIGRl:JlMI CMaal 11'111111 STCRIWA'IER TREATIEM' IWJl0E)lNEIIRUIDCNallmmll IIIIM'mn>IAN IBIWIIIINO CCIIMTY DEl8m0N IAlllil IIOJC'r'"1"H DUii.Ei' TIIIDIDt A.Plill&.WAYDINI IN RICm&L -NDll;~-NllaiftDI.CIIU,IIIN- .._E.~WITIITIE--.i.aama. WATER CIHINECTOI THl""'-ETWUla1ISMlllYfiCIITMA YM"Tl!!!flllfDlrN/WWffll'TJIID,cwr'l,C,. - OE't'E!.OPER: ~l'Q'J:~- 1ot2.,e¥CCDtl!Jlll)'ri(: _,.,~C<H7.'11 tttllOli.j<Gl..-.u, ~~ ·-...._ ...... PAM-EXHIBIT FOOil&.L BOU~ARD Alfl 1111'1..E AI/Bj\,E aTY OF FOftTNIA Dote: Y'-2'1-'20:Lli I Z (5%Z Z Q [45%Z 30% 30%(10%S R 30%S (10%S R (65%\(30% (5%\ 1 Dwy 1 / W Foothill Blvd 2 N Maple Ave / Dwy 2 3 N Maple Ave / W Foothill Blvd 4 N Linden Ave / W Foothill Blvd FIGURE 2 XX%(YY%)Outbound%(Inbound%) Distribution Foothill Boulevard and Maple Avenue Project Distribution (2 5 % ) 10 % (5 % ) 10 % (1 5 % ) (4 5 % ) 15 % 90 %5% the trans ortation solutions com any.. 41 2 P:\DP - Foothill and Maple\Scope\Z30 Project Dist (11/29/2023) ._I _ __. 6 Project Site • translutions Z 4 3 Z Z Q [12 39 Z 8 26 8 26 8 5 S R 8 26 S 8 5 S R 53 33 \25 15 4 3 \ 1 Dwy 1 / W Foothill Blvd 2 N Maple Ave / Dwy 2 3 N Maple Ave / W Foothill Blvd 4 N Linden Ave / W Foothill Blvd FIGURE 3 XX(YY)AM(PM) Trips Foothill Boulevard and Maple Avenue Project Trip Assignment 23 ( 7 8 ) 1( 4 ) 3( 9 ) 12 ( 8 ) 37 ( 2 3 ) 4( 1 3 ) 3( 9 ) 4( 3 ) 21 ( 1 3 ) the trans ortation solutions com any.. 41 2 P:\DP - Foothill and Maple\Scope\Z30 Project Trip Assignment (11/29/2023) ._I _ __. 6 Project Site • translutions FIGURE 4 Foothill Boulevard and Maple Avenue SBCTA VMT Screening Tool the trans ortation solutions com any... P:\DP - Foothill and Maple\Scope\Z30 Landscape SBCTA VMT (11/29/2023) ; Hig ht.a n:t A11e 210 Ruble Middle H9h Schoo l School 30 WWa lnutAve .1 434ff " -~--➔------;;,-~~i:;,,r,- n C r Mc r1 1go r I N fi-Vr.: <( ,------1----t;.---+---1>,:.111t1!!,,-,1<v,,-,..----,~ A f, Al F pntana C rv rc Ce n.t,er Mill&!lr Pa d o,a r,g e Wzi y l:e re s A'.•e Fonl.alna M iddli? translutions ·B ,:o h,a,rlff 'I'• I• ft.•li ro Way W C.1sma tio St Assessor Parcel Number (APN) Tra c Analysis Zone (TAZ) TAZVMT Junsdiction VMT %Difference VMTMetnc Threshold Zoom to Complete #1 -4, Then Click 'Run ' X Input ______ o_u_t_P_"-----~~ = #1 . Zoom in on the map to your project location so parcels appear on map. Next, select 'Parcels' from the drop-down. Then click the black square next to the drop-down so you can select the parcel(s) for your project by drawing a simple rectangle over the parcel(s) you need.* I Pa rce ls • El #2. Select the VMT Metric. Note each jurisdiction may have adopted a different metric by which they measure VMT. Please consult with the jurisdiction to verify which metric to use for your analysis.• 024314201 53738101 25 .7 32.7 -21.31% OD VMT Pe r Se rvice Popul at ion 27.8 ice Popu lation line Year. The years available for analysis are hold(% reduction from baseline year). Note ay have adopted a different metric by which . Please consult with the jurisdiction to verify for your analysis.• ise li ne (-15%) Bu~,rgton No He l P- ~ "' ~ W Ra n~,.,....,,..-,3~--:::.,,c---t-----:r-------(li-t'll<"1mrth!"""""""--'--,---, ,, if> Map Layers ► =a Project Area VMT ► r:.I Screenin g Resu lts ,..r:.I Lo w VMT Generati ng TAZs D "'O Jursi d iction Bounda ri es ..... D ,..m Transit Prio rity Area Traffic Impact Analysis -14-Al 2008 Preparation Guide ([KLELW$ 6&23,1*$*5((0(17)2575$)),&,03$&7678'< This letter acknowledges the Riverside County Transportation Department requirements for traffic impact analysis of the following project. The analysis mustfollow the Riverside County Transportation Department Traffic Study Guidelines dated February 2005. Case No. (i.e. TR, PM, CUP, PP) Related Cases - SP No. 3URYLGH631RDQGOLVWRIRWKHUDSSURYHGRUDFWLYHSURMHFWVZLWKLQWKH63 EIR No. GPA No. CZ No. Project Name: Project Address: Project Description: Consultant Developer Name: Address: Telephone: Fax: A. Trip Generation Source: (ITE 7th Edition or other) Current GPLandUse 3URYLGH*HQHUDO3ODQ/DQG 8VH'HVLJQDWLRQ HJ 0'5 &5HWF Proposed Land Use Current Zoning Proposed Zoning Current Trip Generation Proposed Trip Generation In Out Total In Out Total AM Trips PM Trips Internal Trip Allowance Yes No (% Trip Discount) Pass-By Trip Allowance Yes No (% Trip Discount) A SDVVE\ trip discount is allowed for appropriate land uses SHU,7(WULSJHQHUDWLRQKDQGERRNUG HGLWLRQ. The SDVVE\ trips atadjacent study area intersections and project driveways shall be indicated on a report figure. $WWDFKWDEOHIRU GHWDLOHGWULSJHQHUDWLRQ B.Trip Geographic Distribution:N % S % E % W % (attach exhibit for detailed assignment) C. Background Traffic 3URMHFW 2SHQLQJ )XWXUH %XLOG2XW <HDU Phase Year(s) _________________ Annual Ambient Growth Rate: % Other area projects to be analyzed: Model/Forecast methodology 2FWREHU q Riverside County Transportation This letter acknowledges the City of Fontana Engineering Department requirements for traffic impact analysis of the following project. The analysis must follow the SBCTA Congestion Management Plan (CMP) Guidelines Updated 2016. (i.e.TR,PM,CUP,PP) FoothillBoulevardandMapleAvenue NorthwestcornerofFoothillBoulevardandMapleAvenue 270UnitMultiFamilyResidentialDevelopment 17632IrvineBlvd.Suite200,Tustin92780 9496563131 Translutions,Inc. DiversifiedPacific 10621CivicCenterDr, RanchoCucamango,CA91730 (ITE11thEdition) ITELU220MultifamilyHousingLowRise 26 87 82 51 108 138 30 30 20 20 2 BasedonCity'sCapitalImprovementProgramandCumulativeProjectslistprovidedbytheCity RefertoScopingLetter. Opening Year-2025 FutureBuild-outYear2045 B B Traffic Impact Analysis -5-2FWREHU Preparation Guide ([KLELW%±6FRSLQJ$JUHHPHQW±3DJH D. Study intersections: 127( 6XEMHFWWRUHYLVLRQDIWHURWKHUSURMHFWVWULSJHQHUDWLRQDQGGLVWULEXWLRQ DUHGHWHUPLQHGRUFRPPHQWVIURPRWKHUDJHQFLHV 1. 2. 3. 4. 5. E. Study Roadway Segments: 127( 6XEMHFWWRUHYLVLRQDIWHURWKHUSURMHFWVWULSJHQHUDWLRQDQG GLVWULEXWLRQDUHGHWHUPLQHGRUFRPPHQWVIURPRWKHUDJHQFLHV 1. 2. 3. 4. 5. E. Other Jurisdictional Impacts Isthis project within a City’s Sphere of Influence or one-mile radius of City boundaries? Yes No If so, name of City Jurisdiction: F. Site Plan (please attach reduced copy) G. Specific issues to be addressed in the Study (in addition to the standard analysis described in the Guideline)(To be filled out by Transportation Department) 127( ,IWKHWUDIILFVWXG\VWDWHVWKDW³DWUDIILFVLJQDOLVZDUUDQWHG´ RU³DWUDIILFVLJQDODSSHDUVWREHZDUUDQWHG´RU VLPLODUVWDWHPHQW DWDQH[LVWLQJXQVLJQDOL]HGLQWHUVHFWLRQXQGHUH[LVWLQJFRQGLWLRQVKRXUDSSURDFKWUDIILFYROXPH LQIRUPDWLRQPXVWEHVXEPLWWHGLQDGGLWLRQWRWKHSHDNKRXUO\WXUQLQJPRYHPHQWFRXQWVIRUWKDWLQWHUVHFWLRQ H. Existing Conditions Traffic count data must be new or recent. Provide traffic count dates if using other than new counts. Date of counts______________________________________________________________________ *NOTE* Traffic Study Submittal Form and appropriate fee must be submitted with, or prior to submittal of this form. Transportation Department staff will not process the Scoping Agreement prior to receipt of the fee. Recommended by: ______________________________ _________ Consultant’s Representative Date Scoping Agreement Submitted on _____________ Revised on ___________________ Approved Scoping Agreement: _________________________ ________Riverside Count 6. 7. 8. 9. 10. 6. 7. 8. 9. 10. City of Fontana TrafficEngineer Date Engineering Department) Driveway1/WFoothillBlvd NMapleAve/Driveway2 NMapleAve/WFoothillBlvd NLindenAve/WFoothillBlvd ✔ Rialto Deepali Chausalkar 11/30/2023 11/30/2023 □ □ Maple Ave. and Foothill Blvd. Residential Traffic Impact Analysis September 2024 Appendix B APPENDIX B: TRAFFIC COUNTS ------= t he tr .111~purt.1l1011 --.L1l11ltun!"t cump.1nq File Name : 01_FON_Map_Eti AM Site Code : 99924434 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Maple Avenue E/W: Etiwanda Avenue Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Maple Avenue Southbound Etiwanda Avenue Westbound Maple Avenue Northbound Etiwanda 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 3 4 5 12 1 18 3 22 1 23 0 24 1 12 2 15 73 07:15 AM 1 10 8 19 0 26 2 28 9 13 1 23 2 12 2 16 86 07:30 AM 3 13 7 23 5 37 1 43 10 26 1 37 0 31 7 38 141 07:45 AM 2 25 8 35 7 33 1 41 14 20 2 36 2 34 15 51 163 Total 9 52 28 89 13 114 7 134 34 82 4 120 5 89 26 120 463 08:00 AM 1 25 3 29 11 33 5 49 10 18 2 30 2 37 18 57 165 08:15 AM 3 18 4 25 12 31 7 50 12 20 3 35 3 18 23 44 154 08:30 AM 7 17 0 24 13 39 5 57 8 16 2 26 3 26 29 58 165 08:45 AM 3 15 7 25 4 22 7 33 7 10 2 19 2 18 13 33 110 Total 14 75 14 103 40 125 24 189 37 64 9 110 10 99 83 192 594 Grand Total 23 127 42 192 53 239 31 323 71 146 13 230 15 188 109 312 1057 Apprch %12 66.1 21.9 16.4 74 9.6 30.9 63.5 5.7 4.8 60.3 34.9 Total %2.2 12 4 18.2 5 22.6 2.9 30.6 6.7 13.8 1.2 21.8 1.4 17.8 10.3 29.5 Passenger Vehicles 23 127 41 191 53 233 28 314 71 142 13 226 14 187 103 304 1035 % Passenger Vehicles 100 100 97.6 99.5 100 97.5 90.3 97.2 100 97.3 100 98.3 93.3 99.5 94.5 97.4 97.9 Large 2 Axle Vehicles 0 0 1 1 0 6 2 8 0 3 0 3 1 1 6 8 20 % Large 2 Axle Vehicles 0 0 2.4 0.5 0 2.5 6.5 2.5 0 2.1 0 1.3 6.7 0.5 5.5 2.6 1.9 3 Axle Vehicles 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 % 3 Axle Vehicles 0 0 0 0 0 0 3.2 0.3 0 0 0 0 0 0 0 0 0.1 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 % 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0.7 0 0.4 0 0 0 0 0.1 Maple Avenue Southbound Etiwanda Avenue Westbound Maple Avenue Northbound Etiwanda 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 07:45 AM 07:45 AM 2 25 8 35 7 33 1 41 14 20 2 36 2 34 15 51 163 08:00 AM 1 25 3 29 11 33 5 49 10 18 2 30 2 37 18 57 165 08:15 AM 3 18 4 25 12 31 7 50 12 20 3 35 3 18 23 44 154 08:30 AM 7 17 0 24 13 39 5 57 8 16 2 26 3 26 29 58 165 Total Volume 13 85 15 113 43 136 18 197 44 74 9 127 10 115 85 210 647 % App. Total 11.5 75.2 13.3 21.8 69 9.1 34.6 58.3 7.1 4.8 54.8 40.5 PHF .464 .850 .469 .807 .827 .872 .643 .864 .786 .925 .750 .882 .833 .777 .733 .905 .980 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 I I I I I I I File Name : 01_FON_Map_Eti AM Site Code : 99924434 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Maple Avenue E/W: Etiwanda Avenue Weather: Clear Maple Avenue E t i w a n d a A v e n u e E t i w a n d a A v e n u e Maple Avenue Right 15 Thru 85 Left 13 InOut Total 102 113 215 Ri g h t 18 Th r u 13 6 Le f t 43 Ou t To t a l In 13 7 19 7 33 4 Left 44 Thru 74 Right 9 Out TotalIn 213 127 340 Le f t 10 Th r u 11 5 Ri g h t 85 To t a l Ou t In 19 5 21 0 40 5 Peak Hour Begins at 07:45 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North 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 07:45 AM 07:30 AM 07:45 AM +0 mins.2 25 8 35 7 33 1 41 10 26 1 37 2 34 15 51 +15 mins.1 25 3 29 11 33 5 49 14 20 2 36 2 37 18 57 +30 mins.3 18 4 25 12 31 7 50 10 18 2 30 3 18 23 44 +45 mins.7 17 0 24 13 39 5 57 12 20 3 35 3 26 29 58 Total Volume 13 85 15 113 43 136 18 197 46 84 8 138 10 115 85 210 % App. Total 11.5 75.2 13.3 21.8 69 9.1 33.3 60.9 5.8 4.8 54.8 40.5 PHF .464 .850 .469 .807 .827 .872 .643 .864 .821 .808 .667 .932 .833 .777 .733 .905 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 --== ~ -- I I I I ◄ I I ► T I _j T .... J - i--] ► ◄ -- [ -l 7, T - .... ◄-➔ I -- --~ -- -- File Name : 01_FON_Map_Eti AM Site Code : 99924434 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Maple Avenue E/W: Etiwanda Avenue Weather: Clear Groups Printed- Passenger Vehicles Maple Avenue Southbound Etiwanda Avenue Westbound Maple Avenue Northbound Etiwanda 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 3 4 5 12 1 17 3 21 1 23 0 24 1 12 1 14 71 07:15 AM 1 10 8 19 0 26 2 28 9 13 1 23 2 12 1 15 85 07:30 AM 3 13 6 22 5 37 1 43 10 26 1 37 0 31 7 38 140 07:45 AM 2 25 8 35 7 32 1 40 14 18 2 34 2 33 15 50 159 Total 9 52 27 88 13 112 7 132 34 80 4 118 5 88 24 117 455 08:00 AM 1 25 3 29 11 33 5 49 10 17 2 29 1 37 18 56 163 08:15 AM 3 18 4 25 12 29 7 48 12 20 3 35 3 18 22 43 151 08:30 AM 7 17 0 24 13 39 3 55 8 15 2 25 3 26 27 56 160 08:45 AM 3 15 7 25 4 20 6 30 7 10 2 19 2 18 12 32 106 Total 14 75 14 103 40 121 21 182 37 62 9 108 9 99 79 187 580 Grand Total 23 127 41 191 53 233 28 314 71 142 13 226 14 187 103 304 1035 Apprch %12 66.5 21.5 16.9 74.2 8.9 31.4 62.8 5.8 4.6 61.5 33.9 Total %2.2 12.3 4 18.5 5.1 22.5 2.7 30.3 6.9 13.7 1.3 21.8 1.4 18.1 10 29.4 Maple Avenue Southbound Etiwanda Avenue Westbound Maple Avenue Northbound Etiwanda 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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 2 25 8 35 7 32 1 40 14 18 2 34 2 33 15 50 159 08:00 AM 1 25 3 29 11 33 5 49 10 17 2 29 1 37 18 56 163 08:15 AM 3 18 4 25 12 29 7 48 12 20 3 35 3 18 22 43 151 08:30 AM 7 17 0 24 13 39 3 55 8 15 2 25 3 26 27 56 160 Total Volume 13 85 15 113 43 133 16 192 44 70 9 123 9 114 82 205 633 % App. Total 11.5 75.2 13.3 22.4 69.3 8.3 35.8 56.9 7.3 4.4 55.6 40 PHF .464 .850 .469 .807 .827 .853 .571 .873 .786 .875 .750 .879 .750 .770 .759 .915 .971 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 I I I I I I I File Name : 01_FON_Map_Eti AM Site Code : 99924434 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Maple Avenue E/W: Etiwanda Avenue Weather: Clear Maple Avenue E t i w a n d a A v e n u e E t i w a n d a A v e n u e Maple Avenue Right 15 Thru 85 Left 13 InOut Total 95 113 208 Ri g h t 16 Th r u 13 3 Le f t 43 Ou t To t a l In 13 6 19 2 32 8 Left 44 Thru 70 Right 9 Out TotalIn 210 123 333 Le f t 9 Th r u 11 4 Ri g h t 82 To t a l Ou t In 19 2 20 5 39 7 Peak Hour Begins at 07:45 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM 07:45 AM +0 mins.2 25 8 35 7 32 1 40 14 18 2 34 2 33 15 50 +15 mins.1 25 3 29 11 33 5 49 10 17 2 29 1 37 18 56 +30 mins.3 18 4 25 12 29 7 48 12 20 3 35 3 18 22 43 +45 mins.7 17 0 24 13 39 3 55 8 15 2 25 3 26 27 56 Total Volume 13 85 15 113 43 133 16 192 44 70 9 123 9 114 82 205 % App. Total 11.5 75.2 13.3 22.4 69.3 8.3 35.8 56.9 7.3 4.4 55.6 40 PHF .464 .850 .469 .807 .827 .853 .571 .873 .786 .875 .750 .879 .750 .770 .759 .915 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 -== ~ - I I I I ◄ I I ► T I _j T .... J - i--] ► I ◄ -- [ -l 7, T - .... ◄-➔ I -==~ - File Name : 01_FON_Map_Eti AM Site Code : 99924434 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Maple Avenue E/W: Etiwanda Avenue Weather: Clear Groups Printed- Large 2 Axle Vehicles Maple Avenue Southbound Etiwanda Avenue Westbound Maple Avenue Northbound Etiwanda 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 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 2 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 07:30 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 07:45 AM 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 3 Total 0 0 1 1 0 2 0 2 0 1 0 1 0 1 2 3 7 08:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 1 2 08:15 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 1 1 3 08:30 AM 0 0 0 0 0 0 2 2 0 1 0 1 0 0 2 2 5 08:45 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 1 1 3 Total 0 0 0 0 0 4 2 6 0 2 0 2 1 0 4 5 13 Grand Total 0 0 1 1 0 6 2 8 0 3 0 3 1 1 6 8 20 Apprch %0 0 100 0 75 25 0 100 0 12.5 12.5 75 Total %0 0 5 5 0 30 10 40 0 15 0 15 5 5 30 40 Maple Avenue Southbound Etiwanda Avenue Westbound Maple Avenue Northbound Etiwanda 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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 3 08:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 1 2 08:15 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 1 1 3 08:30 AM 0 0 0 0 0 0 2 2 0 1 0 1 0 0 2 2 5 Total Volume 0 0 0 0 0 3 2 5 0 3 0 3 1 1 3 5 13 % App. Total 0 0 0 0 60 40 0 100 0 20 20 60 PHF .000 .000 .000 .000 .000 .375 .250 .625 .000 .750 .000 .750 .250 .250 .375 .625 .650 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 I I I I I I I File Name : 01_FON_Map_Eti AM Site Code : 99924434 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Maple Avenue E/W: Etiwanda Avenue Weather: Clear Maple Avenue E t i w a n d a A v e n u e E t i w a n d a A v e n u e Maple Avenue Right 0 Thru 0 Left 0 InOut Total 6 0 6 Ri g h t 2 Th r u 3 Le f t 0 Ou t To t a l In 1 5 6 Left 0 Thru 3 Right 0 Out TotalIn 3 3 6 Le f t 1 Th r u 1 Ri g h t 3 To t a l Ou t In 3 5 8 Peak Hour Begins at 07:45 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM 07:45 AM +0 mins.0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 +15 mins.0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 1 +30 mins.0 0 0 0 0 2 0 2 0 0 0 0 0 0 1 1 +45 mins.0 0 0 0 0 0 2 2 0 1 0 1 0 0 2 2 Total Volume 0 0 0 0 0 3 2 5 0 3 0 3 1 1 3 5 % App. Total 0 0 0 0 60 40 0 100 0 20 20 60 PHF .000 .000 .000 .000 .000 .375 .250 .625 .000 .750 .000 .750 .250 .250 .375 .625 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 -== ~ - I I I I ◄ I I ► T I _j T .... J - i--] ► I ◄ -- [ -l 7, T - .... ◄-➔ I -==~ - File Name : 01_FON_Map_Eti AM Site Code : 99924434 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Maple Avenue E/W: Etiwanda Avenue Weather: Clear Groups Printed- 3 Axle Vehicles Maple Avenue Southbound Etiwanda Avenue Westbound Maple Avenue Northbound Etiwanda 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 Grand Total 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 Apprch %0 0 0 0 0 100 0 0 0 0 0 0 Total %0 0 0 0 0 0 100 100 0 0 0 0 0 0 0 0 Maple Avenue Southbound Etiwanda Avenue Westbound Maple Avenue Northbound Etiwanda 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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 I I I I I I I File Name : 01_FON_Map_Eti AM Site Code : 99924434 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Maple Avenue E/W: Etiwanda Avenue Weather: Clear Maple Avenue E t i w a n d a A v e n u e E t i w a n d a A v e n u e Maple Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 0 0 0 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 0 Th r u 0 Ri g h t 0 To t a l Ou t In 0 0 0 Peak Hour Begins at 07:45 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM 07:45 AM +0 mins.0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 -== ~ - I I I I ◄ I I ► T I _j T .... J - i--] ► I ◄ -- [ -l 7, T - .... ◄-➔ I -==~ - File Name : 01_FON_Map_Eti AM Site Code : 99924434 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Maple Avenue E/W: Etiwanda Avenue Weather: Clear Groups Printed- 4+ Axle Trucks Maple Avenue Southbound Etiwanda Avenue Westbound Maple Avenue Northbound Etiwanda 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 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 1 0 1 0 0 0 0 1 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 Apprch %0 0 0 0 0 0 0 100 0 0 0 0 Total %0 0 0 0 0 0 0 0 0 100 0 100 0 0 0 0 Maple Avenue Southbound Etiwanda Avenue Westbound Maple Avenue Northbound Etiwanda 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 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 % App. Total 0 0 0 0 0 0 0 100 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .250 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 I I I I I I I File Name : 01_FON_Map_Eti AM Site Code : 99924434 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Maple Avenue E/W: Etiwanda Avenue Weather: Clear Maple Avenue E t i w a n d a A v e n u e E t i w a n d a A v e n u e Maple Avenue Right 0 Thru 0 Left 0 InOut Total 1 0 1 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 0 0 0 Left 0 Thru 1 Right 0 Out TotalIn 0 1 1 Le f t 0 Th r u 0 Ri g h t 0 To t a l Ou t In 0 0 0 Peak Hour Begins at 07:45 AM 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM 07:45 AM +0 mins.0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 +15 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 % App. Total 0 0 0 0 0 0 0 100 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 -== ~ - I I I I ◄ I I ► T I _j T .... J - i--] ► I ◄ -- [ -l 7, T - .... ◄-➔ I -==~ - File Name : 01_FON_Map_Eti PM Site Code : 99924434 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Maple Avenue E/W: Etiwanda Avenue Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Maple Avenue Southbound Etiwanda Avenue Westbound Maple Avenue Northbound Etiwanda 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 4 15 3 22 2 27 2 31 6 21 1 28 4 27 6 37 118 04:15 PM 3 20 2 25 3 14 4 21 3 18 0 21 11 33 3 47 114 04:30 PM 4 13 5 22 3 27 3 33 2 18 3 23 3 24 3 30 108 04:45 PM 4 9 2 15 2 25 5 32 2 11 4 17 1 31 2 34 98 Total 15 57 12 84 10 93 14 117 13 68 8 89 19 115 14 148 438 05:00 PM 2 11 2 15 2 33 1 36 4 11 1 16 2 33 6 41 108 05:15 PM 1 9 3 13 5 25 3 33 3 13 5 21 2 37 4 43 110 05:30 PM 3 10 1 14 3 19 5 27 1 14 5 20 7 31 3 41 102 05:45 PM 5 9 1 15 5 32 4 41 2 9 3 14 5 36 1 42 112 Total 11 39 7 57 15 109 13 137 10 47 14 71 16 137 14 167 432 Grand Total 26 96 19 141 25 202 27 254 23 115 22 160 35 252 28 315 870 Apprch %18.4 68.1 13.5 9.8 79.5 10.6 14.4 71.9 13.8 11.1 80 8.9 Total %3 11 2.2 16.2 2.9 23.2 3.1 29.2 2.6 13.2 2.5 18.4 4 29 3.2 36.2 Passenger Vehicles 26 94 18 138 25 201 26 252 22 115 22 159 35 252 27 314 863 % Passenger Vehicles 100 97.9 94.7 97.9 100 99.5 96.3 99.2 95.7 100 100 99.4 100 100 96.4 99.7 99.2 Large 2 Axle Vehicles 0 1 0 1 0 0 0 0 1 0 0 1 0 0 1 1 3 % Large 2 Axle Vehicles 0 1 0 0.7 0 0 0 0 4.3 0 0 0.6 0 0 3.6 0.3 0.3 3 Axle Vehicles 0 1 1 2 0 1 1 2 0 0 0 0 0 0 0 0 4 % 3 Axle Vehicles 0 1 5.3 1.4 0 0.5 3.7 0.8 0 0 0 0 0 0 0 0 0.5 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Maple Avenue Southbound Etiwanda Avenue Westbound Maple Avenue Northbound Etiwanda 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 4 15 3 22 2 27 2 31 6 21 1 28 4 27 6 37 118 04:15 PM 3 20 2 25 3 14 4 21 3 18 0 21 11 33 3 47 114 04:30 PM 4 13 5 22 3 27 3 33 2 18 3 23 3 24 3 30 108 04:45 PM 4 9 2 15 2 25 5 32 2 11 4 17 1 31 2 34 98 Total Volume 15 57 12 84 10 93 14 117 13 68 8 89 19 115 14 148 438 % App. Total 17.9 67.9 14.3 8.5 79.5 12 14.6 76.4 9 12.8 77.7 9.5 PHF .938 .713 .600 .840 .833 .861 .700 .886 .542 .810 .500 .795 .432 .871 .583 .787 .928 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 I I I I I I I File Name : 01_FON_Map_Eti PM Site Code : 99924434 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Maple Avenue E/W: Etiwanda Avenue Weather: Clear Maple Avenue E t i w a n d a A v e n u e E t i w a n d a A v e n u e Maple Avenue Right 12 Thru 57 Left 15 InOut Total 101 84 185 Ri g h t 14 Th r u 93 Le f t 10 Ou t To t a l In 13 8 11 7 25 5 Left 13 Thru 68 Right 8 Out TotalIn 81 89 170 Le f t 19 Th r u 11 5 Ri g h t 14 To t a l Ou t In 11 8 14 8 26 6 Peak Hour Begins at 04:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 04:00 PM 05:00 PM +0 mins.4 15 3 22 2 33 1 36 6 21 1 28 2 33 6 41 +15 mins.3 20 2 25 5 25 3 33 3 18 0 21 2 37 4 43 +30 mins.4 13 5 22 3 19 5 27 2 18 3 23 7 31 3 41 +45 mins.4 9 2 15 5 32 4 41 2 11 4 17 5 36 1 42 Total Volume 15 57 12 84 15 109 13 137 13 68 8 89 16 137 14 167 % App. Total 17.9 67.9 14.3 10.9 79.6 9.5 14.6 76.4 9 9.6 82 8.4 PHF .938 .713 .600 .840 .750 .826 .650 .835 .542 .810 .500 .795 .571 .926 .583 .971 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 --== ~ -- I I I I ◄ I I ► T I _j T .... J - i--] ► ◄ -- [ -l 7, T - .... ◄-➔ I -- --~ -- -- File Name : 01_FON_Map_Eti PM Site Code : 99924434 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Maple Avenue E/W: Etiwanda Avenue Weather: Clear Groups Printed- Passenger Vehicles Maple Avenue Southbound Etiwanda Avenue Westbound Maple Avenue Northbound Etiwanda 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 4 15 3 22 2 27 2 31 6 21 1 28 4 27 6 37 118 04:15 PM 3 20 2 25 3 14 4 21 3 18 0 21 11 33 2 46 113 04:30 PM 4 13 4 21 3 26 3 32 2 18 3 23 3 24 3 30 106 04:45 PM 4 9 2 15 2 25 4 31 1 11 4 16 1 31 2 34 96 Total 15 57 11 83 10 92 13 115 12 68 8 88 19 115 13 147 433 05:00 PM 2 11 2 15 2 33 1 36 4 11 1 16 2 33 6 41 108 05:15 PM 1 8 3 12 5 25 3 33 3 13 5 21 2 37 4 43 109 05:30 PM 3 10 1 14 3 19 5 27 1 14 5 20 7 31 3 41 102 05:45 PM 5 8 1 14 5 32 4 41 2 9 3 14 5 36 1 42 111 Total 11 37 7 55 15 109 13 137 10 47 14 71 16 137 14 167 430 Grand Total 26 94 18 138 25 201 26 252 22 115 22 159 35 252 27 314 863 Apprch %18.8 68.1 13 9.9 79.8 10.3 13.8 72.3 13.8 11.1 80.3 8.6 Total %3 10.9 2.1 16 2.9 23.3 3 29.2 2.5 13.3 2.5 18.4 4.1 29.2 3.1 36.4 Maple Avenue Southbound Etiwanda Avenue Westbound Maple Avenue Northbound Etiwanda 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 4 15 3 22 2 27 2 31 6 21 1 28 4 27 6 37 118 04:15 PM 3 20 2 25 3 14 4 21 3 18 0 21 11 33 2 46 113 04:30 PM 4 13 4 21 3 26 3 32 2 18 3 23 3 24 3 30 106 04:45 PM 4 9 2 15 2 25 4 31 1 11 4 16 1 31 2 34 96 Total Volume 15 57 11 83 10 92 13 115 12 68 8 88 19 115 13 147 433 % App. Total 18.1 68.7 13.3 8.7 80 11.3 13.6 77.3 9.1 12.9 78.2 8.8 PHF .938 .713 .688 .830 .833 .852 .813 .898 .500 .810 .500 .786 .432 .871 .542 .799 .917 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 I I I I I I I File Name : 01_FON_Map_Eti PM Site Code : 99924434 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Maple Avenue E/W: Etiwanda Avenue Weather: Clear Maple Avenue E t i w a n d a A v e n u e E t i w a n d a A v e n u e Maple Avenue Right 11 Thru 57 Left 15 InOut Total 100 83 183 Ri g h t 13 Th r u 92 Le f t 10 Ou t To t a l In 13 8 11 5 25 3 Left 12 Thru 68 Right 8 Out TotalIn 80 88 168 Le f t 19 Th r u 11 5 Ri g h t 13 To t a l Ou t In 11 5 14 7 26 2 Peak Hour Begins at 04:00 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.4 15 3 22 2 27 2 31 6 21 1 28 4 27 6 37 +15 mins.3 20 2 25 3 14 4 21 3 18 0 21 11 33 2 46 +30 mins.4 13 4 21 3 26 3 32 2 18 3 23 3 24 3 30 +45 mins.4 9 2 15 2 25 4 31 1 11 4 16 1 31 2 34 Total Volume 15 57 11 83 10 92 13 115 12 68 8 88 19 115 13 147 % App. Total 18.1 68.7 13.3 8.7 80 11.3 13.6 77.3 9.1 12.9 78.2 8.8 PHF .938 .713 .688 .830 .833 .852 .813 .898 .500 .810 .500 .786 .432 .871 .542 .799 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 -== ~ - I I I I ◄ I I ► T I _j T .... J - i--] ► I ◄ -- [ -l 7, T - .... ◄-➔ I -==~ - File Name : 01_FON_Map_Eti PM Site Code : 99924434 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Maple Avenue E/W: Etiwanda Avenue Weather: Clear Groups Printed- Large 2 Axle Vehicles Maple Avenue Southbound Etiwanda Avenue Westbound Maple Avenue Northbound Etiwanda 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 2 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Grand Total 0 1 0 1 0 0 0 0 1 0 0 1 0 0 1 1 3 Apprch %0 100 0 0 0 0 100 0 0 0 0 100 Total %0 33.3 0 33.3 0 0 0 0 33.3 0 0 33.3 0 0 33.3 33.3 Maple Avenue Southbound Etiwanda Avenue Westbound Maple Avenue Northbound Etiwanda 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 Total Volume 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 2 % App. Total 0 0 0 0 0 0 100 0 0 0 0 100 PHF .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .000 .000 .250 .250 .500 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 I I I I I I I I I I I I I I File Name : 01_FON_Map_Eti PM Site Code : 99924434 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Maple Avenue E/W: Etiwanda Avenue Weather: Clear Maple Avenue E t i w a n d a A v e n u e E t i w a n d a A v e n u e Maple Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 0 0 0 Left 1 Thru 0 Right 0 Out TotalIn 1 1 2 Le f t 0 Th r u 0 Ri g h t 1 To t a l Ou t In 1 1 2 Peak Hour Begins at 04:00 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 0 0 0 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 1 1 +30 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins.0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 % App. Total 0 0 0 0 0 0 100 0 0 0 0 100 PHF .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .000 .000 .250 .250 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 I I I ~~~ ._ 4 ,., LJ .... LJ ... .... LJ- ~ F -{J ------t I t-- ~ F LJ ----LJ ..., ..,, .... ◄ I ► c====i===i I I I I File Name : 01_FON_Map_Eti PM Site Code : 99924434 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Maple Avenue E/W: Etiwanda Avenue Weather: Clear Groups Printed- 3 Axle Vehicles Maple Avenue Southbound Etiwanda Avenue Westbound Maple Avenue Northbound Etiwanda 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 1 1 0 1 0 1 0 0 0 0 0 0 0 0 2 04:45 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 Total 0 0 1 1 0 1 1 2 0 0 0 0 0 0 0 0 3 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 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 0 0 0 0 0 0 0 1 Grand Total 0 1 1 2 0 1 1 2 0 0 0 0 0 0 0 0 4 Apprch %0 50 50 0 50 50 0 0 0 0 0 0 Total %0 25 25 50 0 25 25 50 0 0 0 0 0 0 0 0 Maple Avenue Southbound Etiwanda Avenue Westbound Maple Avenue Northbound Etiwanda 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 1 1 0 1 0 1 0 0 0 0 0 0 0 0 2 04:45 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 Total Volume 0 0 1 1 0 1 1 2 0 0 0 0 0 0 0 0 3 % App. Total 0 0 100 0 50 50 0 0 0 0 0 0 PHF .000 .000 .250 .250 .000 .250 .250 .500 .000 .000 .000 .000 .000 .000 .000 .000 .375 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 I I I I I I I File Name : 01_FON_Map_Eti PM Site Code : 99924434 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Maple Avenue E/W: Etiwanda Avenue Weather: Clear Maple Avenue E t i w a n d a A v e n u e E t i w a n d a A v e n u e Maple Avenue Right 1 Thru 0 Left 0 InOut Total 1 1 2 Ri g h t 1 Th r u 1 Le f t 0 Ou t To t a l In 0 2 2 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 0 Th r u 0 Ri g h t 0 To t a l Ou t In 2 0 2 Peak Hour Begins at 04:00 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 0 0 0 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 1 1 0 1 0 1 0 0 0 0 0 0 0 0 +45 mins.0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 Total Volume 0 0 1 1 0 1 1 2 0 0 0 0 0 0 0 0 % App. Total 0 0 100 0 50 50 0 0 0 0 0 0 PHF .000 .000 .250 .250 .000 .250 .250 .500 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 -== ~ - I I I I ◄ I I ► T I _j T .... J - i--] ► I ◄ -- [ -l 7, T - .... ◄-➔ I -==~ - File Name : 01_FON_Map_Eti PM Site Code : 99924434 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Maple Avenue E/W: Etiwanda Avenue Weather: Clear Groups Printed- 4+ Axle Trucks Maple Avenue Southbound Etiwanda Avenue Westbound Maple Avenue Northbound Etiwanda 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Apprch %0 0 0 0 0 0 0 0 0 0 0 0 Total % Maple Avenue Southbound Etiwanda Avenue Westbound Maple Avenue Northbound Etiwanda 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 I I I I I I I File Name : 01_FON_Map_Eti PM Site Code : 99924434 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Maple Avenue E/W: Etiwanda Avenue Weather: Clear Maple Avenue E t i w a n d a A v e n u e E t i w a n d a A v e n u e Maple Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 0 0 0 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 0 Th r u 0 Ri g h t 0 To t a l Ou t In 0 0 0 Peak Hour Begins at 04:00 PM 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 -== ~ - I I I I ◄ I I ► T I _j T .... J - i--] ► I ◄ -- [ -l 7, T - .... ◄-➔ I -==~ - Location: Date: 5/15/2024 5:15 PM 5:30 PM 5:45 PM TOTAL VOLUMES: 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM Fontana Maple Avenue Etiwanda Avenue PEDESTRIANS Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951-268-6268 II Location: Date: 5/15/2024 N/S: Day: Wednesday E/W: Maple Avenue Etiwanda Avenue Maple Avenue Etiwanda Avenue Southbound Westbound Northbound Eastbound 5:30 PM 5:45 PM Eastbound TOTAL VOLUMES: 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 7:45 AM 8:00 AM 8:15 AM 8:30 AM Southbound Westbound Northbound Etiwanda Avenue Maple Avenue Fontana BICYCLES 7:30 AM 7:00 AM 7:15 AM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951-268-6268 File Name : 02_FON_Map_Foot AM Site Code : 99924434 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Maple Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Maple Avenue Southbound Foothill Boulevard Westbound Maple Avenue Northbound Foothill Boulevard 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 5 5 3 13 2 113 3 118 7 15 3 25 1 62 1 64 220 07:15 AM 5 3 6 14 3 146 6 155 9 12 10 31 2 63 0 65 265 07:30 AM 9 7 10 26 1 145 7 153 12 17 6 35 2 105 3 110 324 07:45 AM 8 13 10 31 3 170 8 181 9 22 10 41 8 118 5 131 384 Total 27 28 29 84 9 574 24 607 37 66 29 132 13 348 9 370 1193 08:00 AM 11 7 17 35 2 126 10 138 7 18 8 33 5 112 2 119 325 08:15 AM 6 8 11 25 5 104 9 118 7 17 5 29 4 100 2 106 278 08:30 AM 5 9 11 25 4 93 9 106 2 19 12 33 7 84 3 94 258 08:45 AM 10 11 11 32 4 123 8 135 5 7 7 19 5 72 1 78 264 Total 32 35 50 117 15 446 36 497 21 61 32 114 21 368 8 397 1125 Grand Total 59 63 79 201 24 1020 60 1104 58 127 61 246 34 716 17 767 2318 Apprch %29.4 31.3 39.3 2.2 92.4 5.4 23.6 51.6 24.8 4.4 93.4 2.2 Total %2.5 2.7 3.4 8.7 1 44 2.6 47.6 2.5 5.5 2.6 10.6 1.5 30.9 0.7 33.1 Passenger Vehicles 58 63 77 198 23 996 60 1079 56 124 58 238 31 687 17 735 2250 % Passenger Vehicles 98.3 100 97.5 98.5 95.8 97.6 100 97.7 96.6 97.6 95.1 96.7 91.2 95.9 100 95.8 97.1 Large 2 Axle Vehicles 1 0 1 2 1 13 0 14 2 3 3 8 3 18 0 21 45 % Large 2 Axle Vehicles 1.7 0 1.3 1 4.2 1.3 0 1.3 3.4 2.4 4.9 3.3 8.8 2.5 0 2.7 1.9 3 Axle Vehicles 0 0 0 0 0 4 0 4 0 0 0 0 0 7 0 7 11 % 3 Axle Vehicles 0 0 0 0 0 0.4 0 0.4 0 0 0 0 0 1 0 0.9 0.5 4+ Axle Trucks 0 0 1 1 0 7 0 7 0 0 0 0 0 4 0 4 12 % 4+ Axle Trucks 0 0 1.3 0.5 0 0.7 0 0.6 0 0 0 0 0 0.6 0 0.5 0.5 Maple Avenue Southbound Foothill Boulevard Westbound Maple Avenue Northbound Foothill Boulevard 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 07:30 AM 07:30 AM 9 7 10 26 1 145 7 153 12 17 6 35 2 105 3 110 324 07:45 AM 8 13 10 31 3 170 8 181 9 22 10 41 8 118 5 131 384 08:00 AM 11 7 17 35 2 126 10 138 7 18 8 33 5 112 2 119 325 08:15 AM 6 8 11 25 5 104 9 118 7 17 5 29 4 100 2 106 278 Total Volume 34 35 48 117 11 545 34 590 35 74 29 138 19 435 12 466 1311 % App. Total 29.1 29.9 41 1.9 92.4 5.8 25.4 53.6 21 4.1 93.3 2.6 PHF .773 .673 .706 .836 .550 .801 .850 .815 .729 .841 .725 .841 .594 .922 .600 .889 .854 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 I I I I I I I File Name : 02_FON_Map_Foot AM Site Code : 99924434 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Maple Avenue E/W: Foothill Boulevard Weather: Clear Maple Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Maple Avenue Right 48 Thru 35 Left 34 InOut Total 127 117 244 Ri g h t 34 Th r u 54 5 Le f t 11 Ou t To t a l In 49 8 59 0 10 8 8 Left 35 Thru 74 Right 29 Out TotalIn 58 138 196 Le f t 19 Th r u 43 5 Ri g h t 12 To t a l Ou t In 62 8 46 6 10 9 4 Peak Hour Begins at 07:30 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:15 AM 07:15 AM 07:30 AM +0 mins.9 7 10 26 3 146 6 155 9 12 10 31 2 105 3 110 +15 mins.8 13 10 31 1 145 7 153 12 17 6 35 8 118 5 131 +30 mins.11 7 17 35 3 170 8 181 9 22 10 41 5 112 2 119 +45 mins.6 8 11 25 2 126 10 138 7 18 8 33 4 100 2 106 Total Volume 34 35 48 117 9 587 31 627 37 69 34 140 19 435 12 466 % App. Total 29.1 29.9 41 1.4 93.6 4.9 26.4 49.3 24.3 4.1 93.3 2.6 PHF .773 .673 .706 .836 .750 .863 .775 .866 .771 .784 .850 .854 .594 .922 .600 .889 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 --== ~ -- I I I I ◄ I I ► T I _j T .... J - i--] ► ◄ -- [ -l 7, T - .... ◄-➔ I -- --~ -- -- File Name : 02_FON_Map_Foot AM Site Code : 99924434 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Maple Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles Maple Avenue Southbound Foothill Boulevard Westbound Maple Avenue Northbound Foothill Boulevard 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 4 5 3 12 2 111 3 116 7 15 2 24 1 56 1 58 210 07:15 AM 5 3 6 14 3 140 6 149 9 12 9 30 2 63 0 65 258 07:30 AM 9 7 10 26 1 141 7 149 12 17 6 35 2 100 3 105 315 07:45 AM 8 13 9 30 3 169 8 180 9 22 10 41 7 115 5 127 378 Total 26 28 28 82 9 561 24 594 37 66 27 130 12 334 9 355 1161 08:00 AM 11 7 17 35 2 123 10 135 7 17 8 32 5 109 2 116 318 08:15 AM 6 8 10 24 5 102 9 116 6 16 5 27 2 97 2 101 268 08:30 AM 5 9 11 25 3 89 9 101 2 18 11 31 7 78 3 88 245 08:45 AM 10 11 11 32 4 121 8 133 4 7 7 18 5 69 1 75 258 Total 32 35 49 116 14 435 36 485 19 58 31 108 19 353 8 380 1089 Grand Total 58 63 77 198 23 996 60 1079 56 124 58 238 31 687 17 735 2250 Apprch %29.3 31.8 38.9 2.1 92.3 5.6 23.5 52.1 24.4 4.2 93.5 2.3 Total %2.6 2.8 3.4 8.8 1 44.3 2.7 48 2.5 5.5 2.6 10.6 1.4 30.5 0.8 32.7 Maple Avenue Southbound Foothill Boulevard Westbound Maple Avenue Northbound Foothill Boulevard 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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 9 7 10 26 1 141 7 149 12 17 6 35 2 100 3 105 315 07:45 AM 8 13 9 30 3 169 8 180 9 22 10 41 7 115 5 127 378 08:00 AM 11 7 17 35 2 123 10 135 7 17 8 32 5 109 2 116 318 08:15 AM 6 8 10 24 5 102 9 116 6 16 5 27 2 97 2 101 268 Total Volume 34 35 46 115 11 535 34 580 34 72 29 135 16 421 12 449 1279 % App. Total 29.6 30.4 40 1.9 92.2 5.9 25.2 53.3 21.5 3.6 93.8 2.7 PHF .773 .673 .676 .821 .550 .791 .850 .806 .708 .818 .725 .823 .571 .915 .600 .884 .846 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 I I I I I I I File Name : 02_FON_Map_Foot AM Site Code : 99924434 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Maple Avenue E/W: Foothill Boulevard Weather: Clear Maple Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Maple Avenue Right 46 Thru 35 Left 34 InOut Total 122 115 237 Ri g h t 34 Th r u 53 5 Le f t 11 Ou t To t a l In 48 4 58 0 10 6 4 Left 34 Thru 72 Right 29 Out TotalIn 58 135 193 Le f t 16 Th r u 42 1 Ri g h t 12 To t a l Ou t In 61 5 44 9 10 6 4 Peak Hour Begins at 07:30 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.9 7 10 26 1 141 7 149 12 17 6 35 2 100 3 105 +15 mins.8 13 9 30 3 169 8 180 9 22 10 41 7 115 5 127 +30 mins.11 7 17 35 2 123 10 135 7 17 8 32 5 109 2 116 +45 mins.6 8 10 24 5 102 9 116 6 16 5 27 2 97 2 101 Total Volume 34 35 46 115 11 535 34 580 34 72 29 135 16 421 12 449 % App. Total 29.6 30.4 40 1.9 92.2 5.9 25.2 53.3 21.5 3.6 93.8 2.7 PHF .773 .673 .676 .821 .550 .791 .850 .806 .708 .818 .725 .823 .571 .915 .600 .884 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 -== ~ - I I I I ◄ I I ► T I _j T .... J - i--] ► I ◄ -- [ -l 7, T - .... ◄-➔ I -==~ - File Name : 02_FON_Map_Foot AM Site Code : 99924434 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Maple Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Large 2 Axle Vehicles Maple Avenue Southbound Foothill Boulevard Westbound Maple Avenue Northbound Foothill Boulevard 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 1 0 0 1 0 0 0 0 0 0 1 1 0 2 0 2 4 07:15 AM 0 0 0 0 0 2 0 2 0 0 1 1 0 0 0 0 3 07:30 AM 0 0 0 0 0 3 0 3 0 0 0 0 0 4 0 4 7 07:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 1 1 0 2 3 Total 1 0 0 1 0 6 0 6 0 0 2 2 1 7 0 8 17 08:00 AM 0 0 0 0 0 3 0 3 0 1 0 1 0 3 0 3 7 08:15 AM 0 0 1 1 0 0 0 0 1 1 0 2 2 3 0 5 8 08:30 AM 0 0 0 0 1 3 0 4 0 1 1 2 0 3 0 3 9 08:45 AM 0 0 0 0 0 1 0 1 1 0 0 1 0 2 0 2 4 Total 0 0 1 1 1 7 0 8 2 3 1 6 2 11 0 13 28 Grand Total 1 0 1 2 1 13 0 14 2 3 3 8 3 18 0 21 45 Apprch %50 0 50 7.1 92.9 0 25 37.5 37.5 14.3 85.7 0 Total %2.2 0 2.2 4.4 2.2 28.9 0 31.1 4.4 6.7 6.7 17.8 6.7 40 0 46.7 Maple Avenue Southbound Foothill Boulevard Westbound Maple Avenue Northbound Foothill Boulevard 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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 0 3 0 3 0 0 0 0 0 4 0 4 7 07:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 1 1 0 2 3 08:00 AM 0 0 0 0 0 3 0 3 0 1 0 1 0 3 0 3 7 08:15 AM 0 0 1 1 0 0 0 0 1 1 0 2 2 3 0 5 8 Total Volume 0 0 1 1 0 7 0 7 1 2 0 3 3 11 0 14 25 % App. Total 0 0 100 0 100 0 33.3 66.7 0 21.4 78.6 0 PHF .000 .000 .250 .250 .000 .583 .000 .583 .250 .500 .000 .375 .375 .688 .000 .700 .781 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 I I I I I I I File Name : 02_FON_Map_Foot AM Site Code : 99924434 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Maple Avenue E/W: Foothill Boulevard Weather: Clear Maple Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Maple Avenue Right 1 Thru 0 Left 0 InOut Total 5 1 6 Ri g h t 0 Th r u 7 Le f t 0 Ou t To t a l In 11 7 18 Left 1 Thru 2 Right 0 Out TotalIn 0 3 3 Le f t 3 Th r u 11 Ri g h t 0 To t a l Ou t In 9 14 23 Peak Hour Begins at 07:30 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.0 0 0 0 0 3 0 3 0 0 0 0 0 4 0 4 +15 mins.0 0 0 0 0 1 0 1 0 0 0 0 1 1 0 2 +30 mins.0 0 0 0 0 3 0 3 0 1 0 1 0 3 0 3 +45 mins.0 0 1 1 0 0 0 0 1 1 0 2 2 3 0 5 Total Volume 0 0 1 1 0 7 0 7 1 2 0 3 3 11 0 14 % App. Total 0 0 100 0 100 0 33.3 66.7 0 21.4 78.6 0 PHF .000 .000 .250 .250 .000 .583 .000 .583 .250 .500 .000 .375 .375 .688 .000 .700 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 -== ~ - I I I I ◄ I I ► T I _j T .... J - i--] ► I ◄ -- [ -l 7, T - .... ◄-➔ I -==~ - File Name : 02_FON_Map_Foot AM Site Code : 99924434 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Maple Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 3 Axle Vehicles Maple Avenue Southbound Foothill Boulevard Westbound Maple Avenue Northbound Foothill Boulevard 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 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 4 07:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 07:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 3 0 3 0 0 0 0 0 3 0 3 6 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 4 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Total 0 0 0 0 0 1 0 1 0 0 0 0 0 4 0 4 5 Grand Total 0 0 0 0 0 4 0 4 0 0 0 0 0 7 0 7 11 Apprch %0 0 0 0 100 0 0 0 0 0 100 0 Total %0 0 0 0 0 36.4 0 36.4 0 0 0 0 0 63.6 0 63.6 Maple Avenue Southbound Foothill Boulevard Westbound Maple Avenue Northbound Foothill Boulevard 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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 % App. Total 0 0 0 0 100 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .250 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 I I I I I I I File Name : 02_FON_Map_Foot AM Site Code : 99924434 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Maple Avenue E/W: Foothill Boulevard Weather: Clear Maple Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Maple Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 1 Le f t 0 Ou t To t a l In 0 1 1 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 0 Th r u 0 Ri g h t 0 To t a l Ou t In 1 0 1 Peak Hour Begins at 07:30 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 +15 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 100 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 -== ~ - I I I I ◄ I I ► T I _j T .... J - i--] ► I ◄ -- [ -l 7, T - .... ◄-➔ I -==~ - File Name : 02_FON_Map_Foot AM Site Code : 99924434 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Maple Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 4+ Axle Trucks Maple Avenue Southbound Foothill Boulevard Westbound Maple Avenue Northbound Foothill Boulevard 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 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 07:15 AM 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 3 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 07:45 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 2 0 2 3 Total 0 0 1 1 0 4 0 4 0 0 0 0 0 4 0 4 9 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 3 Grand Total 0 0 1 1 0 7 0 7 0 0 0 0 0 4 0 4 12 Apprch %0 0 100 0 100 0 0 0 0 0 100 0 Total %0 0 8.3 8.3 0 58.3 0 58.3 0 0 0 0 0 33.3 0 33.3 Maple Avenue Southbound Foothill Boulevard Westbound Maple Avenue Northbound Foothill Boulevard 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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 07:45 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 2 0 2 3 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2 Total Volume 0 0 1 1 0 2 0 2 0 0 0 0 0 3 0 3 6 % App. Total 0 0 100 0 100 0 0 0 0 0 100 0 PHF .000 .000 .250 .250 .000 .250 .000 .250 .000 .000 .000 .000 .000 .375 .000 .375 .500 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 I I I I I I I File Name : 02_FON_Map_Foot AM Site Code : 99924434 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Maple Avenue E/W: Foothill Boulevard Weather: Clear Maple Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Maple Avenue Right 1 Thru 0 Left 0 InOut Total 0 1 1 Ri g h t 0 Th r u 2 Le f t 0 Ou t To t a l In 3 2 5 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 0 Th r u 3 Ri g h t 0 To t a l Ou t In 3 3 6 Peak Hour Begins at 07:30 AM 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 +15 mins.0 0 1 1 0 0 0 0 0 0 0 0 0 2 0 2 +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 2 0 2 0 0 0 0 0 0 0 0 Total Volume 0 0 1 1 0 2 0 2 0 0 0 0 0 3 0 3 % App. Total 0 0 100 0 100 0 0 0 0 0 100 0 PHF .000 .000 .250 .250 .000 .250 .000 .250 .000 .000 .000 .000 .000 .375 .000 .375 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 -== ~ - I I I I ◄ I I ► T I _j T .... J - i--] ► I ◄ -- [ -l 7, T - .... ◄-➔ I -==~ - File Name : 02_FON_Map_Foot PM Site Code : 99924434 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Maple Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Maple Avenue Southbound Foothill Boulevard Westbound Maple Avenue Northbound Foothill Boulevard 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 9 5 9 23 7 130 5 142 4 10 8 22 8 193 4 205 392 04:15 PM 6 12 12 30 3 131 5 139 10 17 19 46 4 170 3 177 392 04:30 PM 7 7 12 26 5 105 11 121 10 14 9 33 5 155 1 161 341 04:45 PM 5 6 6 17 2 143 4 149 7 5 9 21 9 174 2 185 372 Total 27 30 39 96 17 509 25 551 31 46 45 122 26 692 10 728 1497 05:00 PM 6 6 7 19 6 121 7 134 8 13 6 27 11 179 2 192 372 05:15 PM 7 5 5 17 5 157 6 168 5 8 6 19 11 201 1 213 417 05:30 PM 11 5 6 22 2 136 4 142 6 13 8 27 8 182 3 193 384 05:45 PM 4 2 10 16 3 146 5 154 5 13 5 23 7 146 3 156 349 Total 28 18 28 74 16 560 22 598 24 47 25 96 37 708 9 754 1522 Grand Total 55 48 67 170 33 1069 47 1149 55 93 70 218 63 1400 19 1482 3019 Apprch %32.4 28.2 39.4 2.9 93 4.1 25.2 42.7 32.1 4.3 94.5 1.3 Total %1.8 1.6 2.2 5.6 1.1 35.4 1.6 38.1 1.8 3.1 2.3 7.2 2.1 46.4 0.6 49.1 Passenger Vehicles 54 48 67 169 33 1051 45 1129 54 93 70 217 63 1377 19 1459 2974 % Passenger Vehicles 98.2 100 100 99.4 100 98.3 95.7 98.3 98.2 100 100 99.5 100 98.4 100 98.4 98.5 Large 2 Axle Vehicles 0 0 0 0 0 12 1 13 0 0 0 0 0 18 0 18 31 % Large 2 Axle Vehicles 0 0 0 0 0 1.1 2.1 1.1 0 0 0 0 0 1.3 0 1.2 1 3 Axle Vehicles 1 0 0 1 0 3 1 4 1 0 0 1 0 4 0 4 10 % 3 Axle Vehicles 1.8 0 0 0.6 0 0.3 2.1 0.3 1.8 0 0 0.5 0 0.3 0 0.3 0.3 4+ Axle Trucks 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 4 % 4+ Axle Trucks 0 0 0 0 0 0.3 0 0.3 0 0 0 0 0 0.1 0 0.1 0.1 Maple Avenue Southbound Foothill Boulevard Westbound Maple Avenue Northbound Foothill Boulevard 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 04:45 PM 04:45 PM 5 6 6 17 2 143 4 149 7 5 9 21 9 174 2 185 372 05:00 PM 6 6 7 19 6 121 7 134 8 13 6 27 11 179 2 192 372 05:15 PM 7 5 5 17 5 157 6 168 5 8 6 19 11 201 1 213 417 05:30 PM 11 5 6 22 2 136 4 142 6 13 8 27 8 182 3 193 384 Total Volume 29 22 24 75 15 557 21 593 26 39 29 94 39 736 8 783 1545 % App. Total 38.7 29.3 32 2.5 93.9 3.5 27.7 41.5 30.9 5 94 1 PHF .659 .917 .857 .852 .625 .887 .750 .882 .813 .750 .806 .870 .886 .915 .667 .919 .926 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 I I I I I I I File Name : 02_FON_Map_Foot PM Site Code : 99924434 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Maple Avenue E/W: Foothill Boulevard Weather: Clear Maple Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Maple Avenue Right 24 Thru 22 Left 29 InOut Total 99 75 174 Ri g h t 21 Th r u 55 7 Le f t 15 Ou t To t a l In 79 4 59 3 13 8 7 Left 26 Thru 39 Right 29 Out TotalIn 45 94 139 Le f t 39 Th r u 73 6 Ri g h t 8 To t a l Ou t In 60 7 78 3 13 9 0 Peak Hour Begins at 04:45 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 04:15 PM 04:45 PM +0 mins.9 5 9 23 6 121 7 134 10 17 19 46 9 174 2 185 +15 mins.6 12 12 30 5 157 6 168 10 14 9 33 11 179 2 192 +30 mins.7 7 12 26 2 136 4 142 7 5 9 21 11 201 1 213 +45 mins.5 6 6 17 3 146 5 154 8 13 6 27 8 182 3 193 Total Volume 27 30 39 96 16 560 22 598 35 49 43 127 39 736 8 783 % App. Total 28.1 31.2 40.6 2.7 93.6 3.7 27.6 38.6 33.9 5 94 1 PHF .750 .625 .813 .800 .667 .892 .786 .890 .875 .721 .566 .690 .886 .915 .667 .919 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 --== ~ -- I I I I ◄ I I ► T I _j T .... J - i--] ► ◄ -- [ -l 7, T - .... ◄-➔ I -- --~ -- -- File Name : 02_FON_Map_Foot PM Site Code : 99924434 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Maple Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Passenger Vehicles Maple Avenue Southbound Foothill Boulevard Westbound Maple Avenue Northbound Foothill Boulevard 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 9 5 9 23 7 129 5 141 4 10 8 22 8 191 4 203 389 04:15 PM 6 12 12 30 3 130 5 138 10 17 19 46 4 164 3 171 385 04:30 PM 6 7 12 25 5 104 10 119 9 14 9 32 5 153 1 159 335 04:45 PM 5 6 6 17 2 141 4 147 7 5 9 21 9 172 2 183 368 Total 26 30 39 95 17 504 24 545 30 46 45 121 26 680 10 716 1477 05:00 PM 6 6 7 19 6 118 7 131 8 13 6 27 11 177 2 190 367 05:15 PM 7 5 5 17 5 154 6 165 5 8 6 19 11 197 1 209 410 05:30 PM 11 5 6 22 2 133 4 139 6 13 8 27 8 179 3 190 378 05:45 PM 4 2 10 16 3 142 4 149 5 13 5 23 7 144 3 154 342 Total 28 18 28 74 16 547 21 584 24 47 25 96 37 697 9 743 1497 Grand Total 54 48 67 169 33 1051 45 1129 54 93 70 217 63 1377 19 1459 2974 Apprch %32 28.4 39.6 2.9 93.1 4 24.9 42.9 32.3 4.3 94.4 1.3 Total %1.8 1.6 2.3 5.7 1.1 35.3 1.5 38 1.8 3.1 2.4 7.3 2.1 46.3 0.6 49.1 Maple Avenue Southbound Foothill Boulevard Westbound Maple Avenue Northbound Foothill Boulevard 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 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 5 6 6 17 2 141 4 147 7 5 9 21 9 172 2 183 368 05:00 PM 6 6 7 19 6 118 7 131 8 13 6 27 11 177 2 190 367 05:15 PM 7 5 5 17 5 154 6 165 5 8 6 19 11 197 1 209 410 05:30 PM 11 5 6 22 2 133 4 139 6 13 8 27 8 179 3 190 378 Total Volume 29 22 24 75 15 546 21 582 26 39 29 94 39 725 8 772 1523 % App. Total 38.7 29.3 32 2.6 93.8 3.6 27.7 41.5 30.9 5.1 93.9 1 PHF .659 .917 .857 .852 .625 .886 .750 .882 .813 .750 .806 .870 .886 .920 .667 .923 .929 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 I I I I I I I File Name : 02_FON_Map_Foot PM Site Code : 99924434 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Maple Avenue E/W: Foothill Boulevard Weather: Clear Maple Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Maple Avenue Right 24 Thru 22 Left 29 InOut Total 99 75 174 Ri g h t 21 Th r u 54 6 Le f t 15 Ou t To t a l In 78 3 58 2 13 6 5 Left 26 Thru 39 Right 29 Out TotalIn 45 94 139 Le f t 39 Th r u 72 5 Ri g h t 8 To t a l Ou t In 59 6 77 2 13 6 8 Peak Hour Begins at 04:45 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins.5 6 6 17 2 141 4 147 7 5 9 21 9 172 2 183 +15 mins.6 6 7 19 6 118 7 131 8 13 6 27 11 177 2 190 +30 mins.7 5 5 17 5 154 6 165 5 8 6 19 11 197 1 209 +45 mins.11 5 6 22 2 133 4 139 6 13 8 27 8 179 3 190 Total Volume 29 22 24 75 15 546 21 582 26 39 29 94 39 725 8 772 % App. Total 38.7 29.3 32 2.6 93.8 3.6 27.7 41.5 30.9 5.1 93.9 1 PHF .659 .917 .857 .852 .625 .886 .750 .882 .813 .750 .806 .870 .886 .920 .667 .923 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 -== ~ - I I I I ◄ I I ► T I _j T .... J - i--] ► I ◄ -- [ -l 7, T - .... ◄-➔ I -==~ - File Name : 02_FON_Map_Foot PM Site Code : 99924434 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Maple Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- Large 2 Axle Vehicles Maple Avenue Southbound Foothill Boulevard Westbound Maple Avenue Northbound Foothill Boulevard 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 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3 04:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 5 0 5 6 04:30 PM 0 0 0 0 0 1 1 2 0 0 0 0 0 1 0 1 3 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Total 0 0 0 0 0 3 1 4 0 0 0 0 0 9 0 9 13 05:00 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 4 05:15 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 3 0 3 6 05:30 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 4 05:45 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 4 Total 0 0 0 0 0 9 0 9 0 0 0 0 0 9 0 9 18 Grand Total 0 0 0 0 0 12 1 13 0 0 0 0 0 18 0 18 31 Apprch %0 0 0 0 92.3 7.7 0 0 0 0 100 0 Total %0 0 0 0 0 38.7 3.2 41.9 0 0 0 0 0 58.1 0 58.1 Maple Avenue Southbound Foothill Boulevard Westbound Maple Avenue Northbound Foothill Boulevard 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 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 05:00 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 4 05:15 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 3 0 3 6 05:30 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 4 Total Volume 0 0 0 0 0 7 0 7 0 0 0 0 0 8 0 8 15 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .583 .000 .583 .000 .000 .000 .000 .000 .667 .000 .667 .625 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 I I I I I I I File Name : 02_FON_Map_Foot PM Site Code : 99924434 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Maple Avenue E/W: Foothill Boulevard Weather: Clear Maple Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Maple Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 7 Le f t 0 Ou t To t a l In 8 7 15 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 0 Th r u 8 Ri g h t 0 To t a l Ou t In 7 8 15 Peak Hour Begins at 04:45 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 +15 mins.0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 +30 mins.0 0 0 0 0 3 0 3 0 0 0 0 0 3 0 3 +45 mins.0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 Total Volume 0 0 0 0 0 7 0 7 0 0 0 0 0 8 0 8 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .583 .000 .583 .000 .000 .000 .000 .000 .667 .000 .667 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 -== ~ - I I I I ◄ I I ► T I _j T .... J - i--] ► I ◄ -- [ -l 7, T - .... ◄-➔ I -==~ - File Name : 02_FON_Map_Foot PM Site Code : 99924434 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Maple Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 3 Axle Vehicles Maple Avenue Southbound Foothill Boulevard Westbound Maple Avenue Northbound Foothill Boulevard 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 04:30 PM 1 0 0 1 0 0 0 0 1 0 0 1 0 1 0 1 3 04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 Total 1 0 0 1 0 1 0 1 1 0 0 1 0 3 0 3 6 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 05:45 PM 0 0 0 0 0 2 1 3 0 0 0 0 0 0 0 0 3 Total 0 0 0 0 0 2 1 3 0 0 0 0 0 1 0 1 4 Grand Total 1 0 0 1 0 3 1 4 1 0 0 1 0 4 0 4 10 Apprch %100 0 0 0 75 25 100 0 0 0 100 0 Total %10 0 0 10 0 30 10 40 10 0 0 10 0 40 0 40 Maple Avenue Southbound Foothill Boulevard Westbound Maple Avenue Northbound Foothill Boulevard 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 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .500 .000 .500 .375 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 I I I I I I I File Name : 02_FON_Map_Foot PM Site Code : 99924434 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Maple Avenue E/W: Foothill Boulevard Weather: Clear Maple Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Maple Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 1 Le f t 0 Ou t To t a l In 2 1 3 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 0 Th r u 2 Ri g h t 0 To t a l Ou t In 1 2 3 Peak Hour Begins at 04:45 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 +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 1 0 1 Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .500 .000 .500 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 -== ~ - I I I I ◄ I I ► T I _j T .... J - i--] ► I ◄ -- [ -l 7, T - .... ◄-➔ I -==~ - File Name : 02_FON_Map_Foot PM Site Code : 99924434 Start Date : 5/15/2024 Page No : 1 City of Fontana N/S: Maple Avenue E/W: Foothill Boulevard Weather: Clear Groups Printed- 4+ Axle Trucks Maple Avenue Southbound Foothill Boulevard Westbound Maple Avenue Northbound Foothill Boulevard 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 05:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3 Grand Total 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 4 Apprch %0 0 0 0 100 0 0 0 0 0 100 0 Total %0 0 0 0 0 75 0 75 0 0 0 0 0 25 0 25 Maple Avenue Southbound Foothill Boulevard Westbound Maple Avenue Northbound Foothill Boulevard 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 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 05:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 Total Volume 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 4 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .750 .000 .750 .000 .000 .000 .000 .000 .250 .000 .250 1.00 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 I I I I I I I File Name : 02_FON_Map_Foot PM Site Code : 99924434 Start Date : 5/15/2024 Page No : 2 City of Fontana N/S: Maple Avenue E/W: Foothill Boulevard Weather: Clear Maple Avenue F o o t h i l l B o u l e v a r d F o o t h i l l B o u l e v a r d Maple Avenue Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 3 Le f t 0 Ou t To t a l In 1 3 4 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 0 Th r u 1 Ri g h t 0 To t a l Ou t In 3 1 4 Peak Hour Begins at 04:45 PM 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 +15 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 +30 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 +45 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .750 .000 .750 .000 .000 .000 .000 .000 .250 .000 .250 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 -== ~ - I I I I ◄ I I ► T I _j T .... J - i--] ► I ◄ -- [ -l 7, T - .... ◄-➔ I -==~ - Location: Date: 5/15/2024 5:15 PM 5:30 PM 5:45 PM TOTAL VOLUMES: 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM Fontana Maple Avenue Foothill Boulevard PEDESTRIANS Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951-268-6268 II Location: Date: 5/15/2024 N/S: Day: Wednesday E/W: Maple Avenue Foothill Boulevard Maple Avenue Foothill Boulevard Southbound Westbound Northbound Eastbound 5:30 PM 5:45 PM Eastbound TOTAL VOLUMES: 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 7:45 AM 8:00 AM 8:15 AM 8:30 AM Southbound Westbound Northbound Foothill Boulevard Maple Avenue Fontana BICYCLES 7:30 AM 7:00 AM 7:15 AM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951-268-6268 Maple Ave. and Foothill Blvd. Residential Traffic Impact Analysis May 2025 Appendix C APPENDIX C: VOLUME DEVELOPMENT WORKSHEETS ------= t he tr .111~purt.1l1011 --.L1l11ltun!"t cump.1nq Total Total Pass.PCE Pass.PCE Veh.2 Axle 3 Axle 4 Axle PCE Volume Veh.2 Axle 3 Axle 4 Axle PCE Volume TrucksTrucks PM Peak HourAM Peak Hour Table C-1: Existing Peak Hour Volumes (Intersections With Classification Counts) NBL 44 0 0 0 0 44 12 1 0 0 2 14 NBT 70 3 0 1 9 79 68 0 0 0 0 68 NBR 9 0 0 0 0 9 8 0 0 0 0 8 SBL 13 0 0 0 0 13 15 0 0 0 0 15 SBT 85 0 0 0 0 85 57 0 0 0 0 57 SBR 15 0 0 0 0 15 11 0 1 0 3 14 EBL 9 1 0 0 2 11 19 0 0 0 0 19 EBT 114 1 0 0 2 116 115 0 0 0 0 115 EBR 82 3 0 0 6 88 13 1 0 0 2 15 WBL 43 0 0 0 0 43 10 0 0 0 0 10 WBT 133 3 0 0 6 139 92 0 1 0 3 95 WBR 16 2 0 0 4 20 13 0 1 0 3 16 North Leg Approach 113 0 0 0 0 113 83 0 1 0 3 86 Departure 95 6 0 1 15 110 100 0 1 0 3 103 Total 208 6 0 1 15 223 183 0 2 0 6 189 South Leg Approach 123 3 0 1 9 132 88 1 0 0 2 90 Departure 210 3 0 0 6 216 80 1 0 0 2 82 Total 333 6 0 1 15 348 168 2 0 0 4 172 East Leg Approach 192 5 0 0 10 202 115 0 2 0 6 121 Departure 136 1 0 0 2 138 138 0 0 0 0 138 Total 328 6 0 0 12 340 253 0 2 0 6 259 West Leg Approach 205 5 0 0 10 215 147 1 0 0 2 149 Departure 192 3 0 0 6 198 115 1 2 0 8 123 Total 397 8 0 0 16 413 262 2 2 0 10 272 Total Approaches Approach 633 13 0 1 29 662 433 2 3 0 13 446 Departure 633 13 0 1 29 662 433 2 3 0 13 446 Total 1,266 26 0 2 58 1,324 866 4 6 0 26 892 P:\DP - Foothill and Maple\Analysis\Analysis\Class lrd11:-,l11!1rnis ' ,, ' Total Total Pass.PCE Pass.PCE Veh.2 Axle 3 Axle 4 Axle PCE Volume Veh.2 Axle 3 Axle 4 Axle PCE Volume TrucksTrucks PM Peak HourAM Peak Hour Table C-1: Existing Peak Hour Volumes (Intersections With Classification Counts) NBL 34 1 0 0 2 36 26 0 0 0 0 26 NBT 72 2 0 0 4 76 39 0 0 0 0 39 NBR 29 0 0 0 0 29 29 0 0 0 0 29 SBL 34 0 0 0 0 34 29 0 0 0 0 29 SBT 35 0 0 0 0 35 22 0 0 0 0 22 SBR 46 1 0 1 5 51 24 0 0 0 0 24 EBL 16 3 0 0 6 22 39 0 0 0 0 39 EBT 421 11 0 3 31 452 725 8 2 1 24 749 EBR 12 0 0 0 0 12 8 0 0 0 0 8 WBL 11 0 0 0 0 11 15 0 0 0 0 15 WBT 535 7 1 2 23 558 546 7 1 3 26 572 WBR 34 0 0 0 0 34 21 0 0 0 0 21 North Leg Approach 115 1 0 1 5 120 75 0 0 0 0 75 Departure 122 5 0 0 10 132 99 0 0 0 0 99 Total 237 6 0 1 15 252 174 0 0 0 0 174 South Leg Approach 135 3 0 0 6 141 94 0 0 0 0 94 Departure 58 0 0 0 0 58 45 0 0 0 0 45 Total 193 3 0 0 6 199 139 0 0 0 0 139 East Leg Approach 580 7 1 2 23 603 582 7 1 3 26 608 Departure 484 11 0 3 31 515 783 8 2 1 24 807 Total 1,064 18 1 5 54 1,118 1,365 15 3 4 50 1,415 West Leg Approach 449 14 0 3 37 486 772 8 2 1 24 796 Departure 615 9 1 3 30 645 596 7 1 3 26 622 Total 1,064 23 1 6 67 1,131 1,368 15 3 4 50 1,418 Total Approaches Approach 1,279 25 1 6 71 1,350 1,523 15 3 4 50 1,573 Departure 1,279 25 1 6 71 1,350 1,523 15 3 4 50 1,573 Total 2,558 50 2 12 142 2,700 3,046 30 6 8 100 3,146 P:\DP - Foothill and Maple\Analysis\Analysis\Class lrd11:-,l11!1rnis ' ,, ' Total Total Passenger Total Vehicle Truck Passenger Total Vehicle Truck Vehicles Trucks Volume %Vehicles Trucks Volume % AM Peak Hour PM Peak Hour Table C-2: Existing Peak Hour Truck Percentages 2 .Maple Ave & Etiwanda Ave NBL 44 0 44 0.00%12 1 13 7.69% NBT 70 4 74 5.41%68 0 68 0.00% NBR 9 0 9 0.00%8 0 8 0.00% SBL 13 0 13 0.00%15 0 15 0.00% SBT 85 0 85 0.00%57 0 57 0.00% SBR 15 0 15 0.00%11 1 12 8.33% EBL 9 1 10 10.00%19 0 19 0.00% EBT 114 1 115 0.87%115 0 115 0.00% EBR 82 3 85 3.53%13 1 14 7.14% WBL 43 0 43 0.00%10 0 10 0.00% WBT 133 3 136 2.21%92 1 93 1.08% WBR 16 2 18 11.11%13 1 14 7.14% North Leg Approach 113 0 113 83 1 84 Departure 95 7 102 100 1 101 Total 208 7 215 3.3%183 2 185 1.1% South Leg Approach 123 4 127 88 1 89 Departure 210 3 213 80 1 81 Total 333 7 340 2.1%168 2 170 1.2% East Leg Approach 192 5 197 115 2 117 Departure 136 1 137 138 0 138 Total 328 6 334 1.8%253 2 255 0.8% West Leg Approach 205 5 210 147 1 148 Departure 192 3 195 115 3 118 Total 397 8 405 2.0%262 4 266 1.5% Total Approaches Approach 633 14 647 433 5 438 Departure 633 14 647 433 5 438 Total 1,266 28 1,294 2.2%866 10 876 1.1% P:\DP - Foothill and Maple\Analysis\Analysis\Truck % lrd11:-,l11!1rnis ' ,, ' Total Total Passenger Total Vehicle Truck Passenger Total Vehicle Truck Vehicles Trucks Volume %Vehicles Trucks Volume % AM Peak Hour PM Peak Hour Table C-2: Existing Peak Hour Truck Percentages 4 .Maple Ave & Foothill Blvd NBL 34 1 35 2.86%26 0 26 0.00% NBT 72 2 74 2.70%39 0 39 0.00% NBR 29 0 29 0.00%29 0 29 0.00% SBL 34 0 34 0.00%29 0 29 0.00% SBT 35 0 35 0.00%22 0 22 0.00% SBR 46 2 48 4.17%24 0 24 0.00% EBL 16 3 19 15.79%39 0 39 0.00% EBT 421 14 435 3.22%725 11 736 1.49% EBR 12 0 12 0.00%8 0 8 0.00% WBL 11 0 11 0.00%15 0 15 0.00% WBT 535 10 545 1.83%546 11 557 1.97% WBR 34 0 34 0.00%21 0 21 0.00% North Leg Approach 115 2 117 75 0 75 Departure 122 5 127 99 0 99 Total 237 7 244 2.9%174 0 174 0.0% South Leg Approach 135 3 138 94 0 94 Departure 58 0 58 45 0 45 Total 193 3 196 1.5%139 0 139 0.0% East Leg Approach 580 10 590 582 11 593 Departure 484 14 498 783 11 794 Total 1,064 24 1,088 2.2%1,365 22 1,387 1.6% West Leg Approach 449 17 466 772 11 783 Departure 615 13 628 596 11 607 Total 1,064 30 1,094 2.7%1,368 22 1,390 1.6% Total Approaches Approach 1,279 32 1,311 1,523 22 1,545 Departure 1,279 32 1,311 1,523 22 1,545 Total 2,558 64 2,622 2.4%3,046 44 3,090 1.4% P:\DP - Foothill and Maple\Analysis\Analysis\Truck % lrd11:-,l11!1rnis ' ,, ' the trans ortation solutions com any... Without Project Volumes Projec t Trips Existing With Project Volumes Without Project Volumes Project Trips Existing With Project Volumes PM Peak Hour Table C-3: Existing Peak Hour Volume Summary AM Peak Hour 2 . Maple Ave & Etiwanda Ave NBL 44 44 14 14 NBT 79 79 68 68 NBR 9 9 8 8 SBL 13 13 15 15 SBT 85 85 57 57 SBR 15 15 14 14 EBL 11 11 19 19 EBT 116 116 115 115 EBR 88 88 15 15 WBL 43 43 10 10 WBT 139 139 95 95 WBR 20 20 16 16 North Leg pproach 113 0 113 86 0 86 Departure 110 0 110 103 0 103 Total 223 0 223 189 0 189 South Leg pproach 132 0 132 90 0 90 Departure 216 0 216 82 0 82 Total 348 0 348 172 0 172 East Leg pproach 202 0 202 121 0 121 Departure 138 0 138 138 0 138 Total 340 0 340 259 0 259 West Leg pproach 215 0 215 149 0 149 Departure 198 0 198 123 0 123 Total 413 0 413 272 0 272 Total Approaches pproach 662 0 662 446 0 446 Departure 662 0 662 446 0 446 Total 1,324 0 1,324 892 0 892 P:\DP - Foothill and Maple\Analysis Revised\Analysis\Exist TM translutions the trans ortation solutions com any... Without Project Volumes Projec t Trips Existing With Project Volumes Without Project Volumes Project Trips Existing With Project Volumes PM Peak Hour Table C-3: Existing Peak Hour Volume Summary AM Peak Hour 4 . Maple Ave & Foothill Blvd NBL 36 36 26 26 NBT 76 76 39 39 NBR 29 29 29 29 SBL 34 34 29 29 SBT 35 35 22 22 SBR 51 51 24 24 EBL 22 22 39 39 EBT 452 452 749 749 EBR 12 12 8 8 WBL 11 11 15 15 WBT 558 558 572 572 WBR 34 34 21 21 North Leg pproach 120 0 120 75 0 75 Departure 132 0 132 99 0 99 Total 252 0 252 174 0 174 South Leg pproach 141 0 141 94 0 94 Departure 58 0 58 45 0 45 Total 199 0 199 139 0 139 East Leg pproach 603 0 603 608 0 608 Departure 515 0 515 807 0 807 Total 1,118 0 1,118 1,415 0 1,415 West Leg pproach 486 0 486 796 0 796 Departure 645 0 645 622 0 622 Total 1,131 0 1,131 1,418 0 1,418 Total Approaches pproach 1,350 0 1,350 1,573 0 1,573 Departure 1,350 0 1,350 1,573 0 1,573 Total 2,700 0 2,700 3,146 0 3,146 P:\DP - Foothill and Maple\Analysis Revised\Analysis\Exist TM translutions the trans ortation solutions com any... Existing Without Project Volumes Growth Opening Year (2025) Without Pro ect Project Trips Opening Year (2025) With Existing Without Project Volumes Growth Opening Year (2025) Without Project Trips Opening Year (2025) With 1 . Dwy 1 & W Foothill Blvd NBL 0 0 0 0 0 0 0 0 0 0 NBT 0 0 0 0 0 0 0 0 0 0 NBR 0 0 0 0 0 0 0 0 0 0 SBL 0 0 0 0 0 0 0 0 0 0 SBT 0 0 0 0 0 0 0 0 0 0 SBR 0 0 0 21 21 0 0 0 13 13 EBL 0 0 0 0 0 0 0 0 0 0 EBT 486 5 491 8 499 796 8 804 26 830 EBR 0 0 0 0 0 0 0 0 0 0 WBL 0 0 0 0 0 0 0 0 0 0 WBT 645 6 651 4 655 622 6 628 3 631 WBR 0 0 0 0 0 0 0 0 0 0 North Leg pproach 0 0 0 21 21 0 0 0 13 13 Departure 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 21 21 0 0 0 13 13 South Leg pproach 0 0 0 0 0 0 0 0 0 0 Departure 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 East Leg pproach 645 6 651 4 655 622 6 628 3 631 Departure 486 5 491 8 499 796 8 804 26 830 Total 1,131 11 1,142 12 1,154 1,418 14 1,432 29 1,461 West Leg pproach 486 5 491 8 499 796 8 804 26 830 Departure 645 6 651 25 676 622 6 628 16 644 Total 1,131 11 1,142 33 1,175 1,418 14 1,432 42 1,474 Total Approaches pproach 1,131 11 1,142 33 1,175 1,418 14 1,432 42 1,474 Departure 1,131 11 1,142 33 1,175 1,418 14 1,432 42 1,474 Total 2,262 22 2,284 66 2,350 2,836 28 2,864 84 2,948 Table C-4: Opening Year (2025) Peak Hour Volume Summary PM Peak HourAM Peak Hour P:\DP - Foothill and Maple\Analysis Revised\Analysis\OY TM translutions the trans ortation solutions com any... Existing Without Project Volumes Growth Opening Year (2025) Without Pro ect Project Trips Opening Year (2025) With Existing Without Project Volumes Growth Opening Year (2025) Without Project Trips Opening Year (2025) With Table C-4: Opening Year (2025) Peak Hour Volume Summary PM Peak HourAM Peak Hour 2 . Maple Ave & Etiwanda Ave NBL 44 1 45 2 47 14 0 14 1 15 NBT 79 2 81 12 93 68 2 70 8 78 NBR 9 0 9 2 11 8 0 8 2 10 SBL 13 0 13 0 13 15 0 15 0 15 SBT 85 3 88 4 92 57 2 59 13 72 SBR 15 0 15 0 15 14 0 14 0 14 EBL 11 0 11 0 11 19 0 19 0 19 EBT 116 1 117 0 117 115 1 116 0 116 EBR 88 1 89 1 90 15 0 15 2 17 WBL 43 0 43 1 44 10 0 10 3 13 WBT 139 1 140 0 140 95 1 96 0 96 WBR 20 0 20 0 20 16 0 16 0 16 North Leg pproach 113 3 116 4 120 86 2 88 13 101 Departure 110 2 112 12 124 103 2 105 8 113 Total 223 5 228 16 244 189 4 193 21 214 South Leg pproach 132 3 135 16 151 90 2 92 11 103 Departure 216 4 220 6 226 82 2 84 18 102 Total 348 7 355 22 377 172 4 176 29 205 East Leg pproach 202 1 203 1 204 121 1 122 3 125 Departure 138 1 139 2 141 138 1 139 2 141 Total 340 2 342 3 345 259 2 261 5 266 West Leg pproach 215 2 217 1 218 149 1 150 2 152 Departure 198 2 200 2 202 123 1 124 1 125 Total 413 4 417 3 420 272 2 274 3 277 Total Approaches pproach 662 9 671 22 693 446 6 452 29 481 Departure 662 9 671 22 693 446 6 452 29 481 Total 1,324 18 1,342 44 1,386 892 12 904 58 962 P:\DP - Foothill and Maple\Analysis Revised\Analysis\OY TM translutions the trans ortation solutions com any... Existing Without Project Volumes Growth Opening Year (2025) Without Pro ect Project Trips Opening Year (2025) With Existing Without Project Volumes Growth Opening Year (2025) Without Project Trips Opening Year (2025) With Table C-4: Opening Year (2025) Peak Hour Volume Summary PM Peak HourAM Peak Hour 3 . Maple Ave & Dwy 2 NBL 0 0 0 21 21 0 0 0 70 70 NBT 132 4 136 0 136 99 3 102 0 102 NBR 0 0 0 0 0 0 0 0 0 0 SBL 0 0 0 0 0 0 0 0 0 0 SBT 120 4 124 0 124 75 2 77 0 77 SBR 0 0 0 5 5 0 0 0 17 17 EBL 0 0 0 16 16 0 0 0 10 10 EBT 0 0 0 0 0 0 0 0 0 0 EBR 0 0 0 45 45 0 0 0 28 28 WBL 0 0 0 0 0 0 0 0 0 0 WBT 0 0 0 0 0 0 0 0 0 0 WBR 0 0 0 0 0 0 0 0 0 0 North Leg pproach 120 4 124 5 129 75 2 77 17 94 Departure 132 4 136 16 152 99 3 102 10 112 Total 252 8 260 21 281 174 5 179 27 206 South Leg pproach 132 4 136 21 157 99 3 102 70 172 Departure 120 4 124 45 169 75 2 77 28 105 Total 252 8 260 66 326 174 5 179 98 277 East Leg pproach 0 0 0 0 0 0 0 0 0 0 Departure 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 West Leg pproach 0 0 0 61 61 0 0 0 38 38 Departure 0 0 0 26 26 0 0 0 87 87 Total 0 0 0 87 87 0 0 0 125 125 Total Approaches pproach 252 8 260 87 347 174 5 179 125 304 Departure 252 8 260 87 347 174 5 179 125 304 Total 504 16 520 174 694 348 10 358 250 608 P:\DP - Foothill and Maple\Analysis Revised\Analysis\OY TM translutions the trans ortation solutions com any... Existing Without Project Volumes Growth Opening Year (2025) Without Pro ect Project Trips Opening Year (2025) With Existing Without Project Volumes Growth Opening Year (2025) Without Project Trips Opening Year (2025) With Table C-4: Opening Year (2025) Peak Hour Volume Summary PM Peak HourAM Peak Hour 4 . Maple Ave & Foothill Blvd NBL 36 1 37 0 37 26 1 27 0 27 NBT 76 2 78 5 83 39 1 40 17 57 NBR 29 1 30 0 30 29 1 30 0 30 SBL 34 1 35 25 60 29 1 30 15 45 SBT 35 1 36 16 52 22 1 23 10 33 SBR 51 2 53 4 57 24 1 25 3 28 EBL 22 0 22 8 30 39 0 39 26 65 EBT 452 5 457 0 457 749 7 756 0 756 EBR 12 0 12 0 12 8 0 8 0 8 WBL 11 0 11 0 11 15 0 15 0 15 WBT 558 6 564 0 564 572 6 578 0 578 WBR 34 0 34 8 42 21 0 21 26 47 North Leg pproach 120 4 124 45 169 75 3 78 28 106 Departure 132 2 134 21 155 99 1 100 69 169 Total 252 6 258 66 324 174 4 178 97 275 South Leg pproach 141 4 145 5 150 94 3 97 17 114 Departure 58 1 59 16 75 45 1 46 10 56 Total 199 5 204 21 225 139 4 143 27 170 East Leg pproach 603 6 609 8 617 608 6 614 26 640 Departure 515 7 522 25 547 807 9 816 15 831 Total 1,118 13 1,131 33 1,164 1,415 15 1,430 41 1,471 West Leg pproach 486 5 491 8 499 796 7 803 26 829 Departure 645 9 654 4 658 622 8 630 3 633 Total 1,131 14 1,145 12 1,157 1,418 15 1,433 29 1,462 Total Approaches pproach 1,350 19 1,369 66 1,435 1,573 19 1,592 97 1,689 Departure 1,350 19 1,369 66 1,435 1,573 19 1,592 97 1,689 Total 2,700 38 2,738 132 2,870 3,146 38 3,184 194 3,378 P:\DP - Foothill and Maple\Analysis Revised\Analysis\OY TM translutions the trans ortation solutions com any... Existing Without Project Volumes Growth (2045) Without Project Project Trips (2045) With Project Existing Without Project Volumes Growth (2045) Without Project Project Trips (2045) With Project 1 . Dwy 1 & W Foothill Blvd NBL 0 0 0 0 0 0 0 0 0 0 NBT 0 0 0 0 0 0 0 0 0 0 NBR 0 0 0 0 0 0 0 0 0 0 SBL 0 0 0 0 0 0 0 0 0 0 SBT 0 0 0 0 0 0 0 0 0 0 SBR 0 0 0 21 21 0 0 0 13 13 EBL 0 0 0 0 0 0 0 0 0 0 EBT 0 0 589 8 597 0 0 963 26 989 EBR 0 0 0 0 0 0 0 0 0 0 WBL 0 0 0 0 0 0 0 0 0 0 WBT 0 0 817 4 821 0 0 773 3 776 WBR 0 0 0 0 0 0 0 0 0 0 North Leg pproach 0 0 0 21 21 0 0 0 13 13 Departure 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 21 21 0 0 0 13 13 South Leg pproach 0 0 0 0 0 0 0 0 0 0 Departure 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 East Leg pproach 0 0 817 4 821 0 0 773 3 776 Departure 0 0 589 8 597 0 0 963 26 989 Total 0 0 1,406 12 1,418 0 0 1,736 29 1,765 West Leg pproach 0 0 589 8 597 0 0 963 26 989 Departure 0 0 817 25 842 0 0 773 16 789 Total 0 0 1,406 33 1,439 0 0 1,736 42 1,778 Total Approaches pproach 0 0 1,406 33 1,439 0 0 1,736 42 1,778 Departure 0 0 1,406 33 1,439 0 0 1,736 42 1,778 Total 0 0 2,812 66 2,878 0 0 3,472 84 3,556 Table C-5: Future Build-out Year (2045) Peak Hour Volume Summary AM Peak Hour PM Peak Hour P:\DP - Foothill and Maple\Analysis Revised\Analysis\2045 TM translutions the trans ortation solutions com any... Existing Without Project Volumes Growth (2045) Without Project Project Trips (2045) With Project Existing Without Project Volumes Growth (2045) Without Project Project Trips (2045) With Project Table C-5: Future Build-out Year (2045) Peak Hour Volume Summary AM Peak Hour PM Peak Hour 2 . Maple Ave & Etiwanda Ave NBL 44 28 72 2 74 14 9 23 1 24 NBT 79 50 129 12 141 68 43 111 8 119 NBR 9 6 15 2 17 8 5 13 2 15 SBL 13 8 21 0 21 15 9 24 0 24 SBT 85 54 139 4 143 57 36 93 13 106 SBR 15 9 24 0 24 14 9 23 0 23 EBL 11 2 13 0 13 19 4 23 0 23 EBT 116 24 140 0 140 115 24 139 0 139 EBR 88 18 106 1 107 15 3 18 2 20 WBL 43 9 52 1 53 10 2 12 3 15 WBT 139 29 168 0 168 95 20 115 0 115 WBR 20 4 24 0 24 16 3 19 0 19 North Leg pproach 113 71 184 4 188 86 54 140 13 153 Departure 110 56 166 12 178 103 50 153 8 161 Total 223 127 350 16 366 189 104 293 21 314 South Leg pproach 132 84 216 16 232 90 57 147 11 158 Departure 216 81 297 6 303 82 41 123 18 141 Total 348 165 513 22 535 172 98 270 29 299 East Leg pproach 202 42 244 1 245 121 25 146 3 149 Departure 138 38 176 2 178 138 38 176 2 178 Total 340 80 420 3 423 259 63 322 5 327 West Leg pproach 215 44 259 1 260 149 31 180 2 182 Departure 198 66 264 2 266 123 38 161 1 162 Total 413 110 523 3 526 272 69 341 3 344 Total Approaches pproach 662 241 903 22 925 446 167 613 29 642 Departure 662 241 903 22 925 446 167 613 29 642 Total 1,324 482 1,806 44 1,850 892 334 1,226 58 1,284 P:\DP - Foothill and Maple\Analysis Revised\Analysis\2045 TM translutions the trans ortation solutions com any... Existing Without Project Volumes Growth (2045) Without Project Project Trips (2045) With Project Existing Without Project Volumes Growth (2045) Without Project Project Trips (2045) With Project Table C-5: Future Build-out Year (2045) Peak Hour Volume Summary AM Peak Hour PM Peak Hour 3 . Maple Ave & Dwy 2 NBL 0 0 0 21 21 0 0 0 70 70 NBT 0 0 192 0 192 0 0 136 0 136 NBR 0 0 0 0 0 0 0 0 0 0 SBL 0 0 0 0 0 0 0 0 0 0 SBT 0 0 195 0 195 0 0 122 0 122 SBR 0 0 0 5 5 0 0 0 17 17 EBL 0 0 0 16 16 0 0 0 10 10 EBT 0 0 0 0 0 0 0 0 0 0 EBR 0 0 0 45 45 0 0 0 28 28 WBL 0 0 0 0 0 0 0 0 0 0 WBT 0 0 0 0 0 0 0 0 0 0 WBR 0 0 0 0 0 0 0 0 0 0 North Leg pproach 0 0 195 5 200 0 0 122 17 139 Departure 0 0 192 16 208 0 0 136 10 146 Total 0 0 387 21 408 0 0 258 27 285 South Leg pproach 0 0 192 21 213 0 0 136 70 206 Departure 0 0 195 45 240 0 0 122 28 150 Total 0 0 387 66 453 0 0 258 98 356 East Leg pproach 0 0 0 0 0 0 0 0 0 0 Departure 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 West Leg pproach 0 0 0 61 61 0 0 0 38 38 Departure 0 0 0 26 26 0 0 0 87 87 Total 0 0 0 87 87 0 0 0 125 125 Total Approaches pproach 0 0 387 87 474 0 0 258 125 383 Departure 0 0 387 87 474 0 0 258 125 383 Total 0 0 774 174 948 0 0 516 250 766 P:\DP - Foothill and Maple\Analysis Revised\Analysis\2045 TM translutions the trans ortation solutions com any... Existing Without Project Volumes Growth (2045) Without Project Project Trips (2045) With Project Existing Without Project Volumes Growth (2045) Without Project Project Trips (2045) With Project Table C-5: Future Build-out Year (2045) Peak Hour Volume Summary AM Peak Hour PM Peak Hour 4 . Maple Ave & Foothill Blvd NBL 36 23 59 0 59 26 16 42 0 42 NBT 76 48 124 5 129 39 25 64 17 81 NBR 29 18 47 0 47 29 18 47 0 47 SBL 34 21 55 25 80 29 18 47 15 62 SBT 35 22 57 16 73 22 14 36 10 46 SBR 51 32 83 4 87 24 15 39 3 42 EBL 22 5 27 8 35 39 8 47 26 73 EBT 452 95 547 0 547 749 157 906 0 906 EBR 12 3 15 0 15 8 2 10 0 10 WBL 11 2 13 0 13 15 3 18 0 18 WBT 558 117 675 0 675 572 120 692 0 692 WBR 34 7 41 8 49 21 4 25 26 51 North Leg pproach 120 75 195 45 240 75 47 122 28 150 Departure 132 60 192 21 213 99 37 136 69 205 Total 252 135 387 66 453 174 84 258 97 355 South Leg pproach 141 89 230 5 235 94 59 153 17 170 Departure 58 27 85 16 101 45 19 64 10 74 Total 199 116 315 21 336 139 78 217 27 244 East Leg pproach 603 126 729 8 737 608 127 735 26 761 Departure 515 134 649 25 674 807 193 1,000 15 1,015 Total 1,118 260 1,378 33 1,411 1,415 320 1,735 41 1,776 West Leg pproach 486 103 589 8 597 796 167 963 26 989 Departure 645 172 817 4 821 622 151 773 3 776 Total 1,131 275 1,406 12 1,418 1,418 318 1,736 29 1,765 Total Approaches pproach 1,350 393 1,743 66 1,809 1,573 400 1,973 97 2,070 Departure 1,350 393 1,743 66 1,809 1,573 400 1,973 97 2,070 Total 2,700 786 3,486 132 3,618 3,146 800 3,946 194 4,140 P:\DP - Foothill and Maple\Analysis Revised\Analysis\2045 TM translutions Maple Ave. and Foothill Blvd. Residential Traffic Impact Analysis May 2025 Appendix D APPENDIX D: LEVEL OF SERVICE WORKSHEETS HCM 7th AWSC 2: Maple Ave & Etiwanda Ave Existing Conditions -AM Peak Hour P:\DP - Foothill and Maple\Analysis\Synchro\Maple and Foothill Residential.syn Synchro 12 Report Page 2 Intersection Intersection Delay, s/veh 9.4 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 11 116 88 43 139 20 44 79 9 13 85 15 Future Vol, veh/h 11 116 88 43 139 20 44 79 9 13 85 15 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 118 90 44 142 20 45 81 9 13 87 15 Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 2 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 2 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 2 HCM Control Delay, s/veh 8.9 9.9 9.4 9.2 HCM LOS A A A A Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 Vol Left, %33%9%0%21%12% Vol Thru, %60%91%0%69%75% Vol Right, %7%0%100%10%13% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 132 127 88 202 113 LT Vol 44 11 0 43 13 Through Vol 79 116 0 139 85 RT Vol 9 0 88 20 15 Lane Flow Rate 135 130 90 206 115 Geometry Grp 2 5 5 4a 2 Degree of Util (X)0.192 0.195 0.116 0.282 0.163 Departure Headway (Hd)5.128 5.414 4.664 4.919 5.077 Convergence, Y/N Yes Yes Yes Yes Yes Cap 694 658 762 726 700 Service Time 3.202 3.183 2.433 2.988 3.153 HCM Lane V/C Ratio 0.195 0.198 0.118 0.284 0.164 HCM Control Delay, s/veh 9.4 9.5 8.1 9.9 9.2 HCM Lane LOS A A A A A HCM 95th-tile Q 0.7 0.7 0.4 1.2 0.6 HCM 7th Signalized Intersection Summary 4: Maple Ave & Foothill Blvd Existing Conditions -AM Peak Hour P:\DP - Foothill and Maple\Analysis\Synchro\Maple and Foothill Residential.syn Synchro 12 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h)22 452 12 11 558 34 36 76 29 34 35 51 Future Volume (veh/h)22 452 12 11 558 34 36 76 29 34 35 51 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 26 532 14 13 656 40 42 89 34 40 41 60 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 142 1415 37 100 1281 78 653 604 231 634 322 471 Arrive On Green 0.08 0.40 0.40 0.06 0.38 0.38 0.47 0.47 0.47 0.47 0.47 0.47 Sat Flow, veh/h 1781 3537 93 1781 3403 207 1294 1289 493 1268 686 1004 Grp Volume(v), veh/h 26 267 279 13 342 354 42 0 123 40 0 101 Grp Sat Flow(s),veh/h/ln 1781 1777 1854 1781 1777 1833 1294 0 1782 1268 0 1690 Q Serve(g_s), s 1.1 8.5 8.5 0.6 11.9 11.9 1.5 0.0 3.2 1.5 0.0 2.7 Cycle Q Clear(g_c), s 1.1 8.5 8.5 0.6 11.9 11.9 4.2 0.0 3.2 4.6 0.0 2.7 Prop In Lane 1.00 0.05 1.00 0.11 1.00 0.28 1.00 0.59 Lane Grp Cap(c), veh/h 142 711 741 100 669 690 653 0 835 634 0 792 V/C Ratio(X)0.18 0.38 0.38 0.13 0.51 0.51 0.06 0.00 0.15 0.06 0.00 0.13 Avail Cap(c_a), veh/h 267 711 741 267 669 690 653 0 835 634 0 792 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 34.4 17.0 17.0 35.9 19.3 19.3 13.2 0.0 12.1 13.4 0.0 12.0 Incr Delay (d2), s/veh 0.6 1.5 1.5 0.6 2.8 2.7 0.2 0.0 0.4 0.2 0.0 0.3 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 3.6 3.7 0.3 5.2 5.3 0.5 0.0 1.3 0.4 0.0 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 35.0 18.5 18.4 36.5 22.1 22.0 13.4 0.0 12.5 13.6 0.0 12.3 LnGrp LOS C B B D C C B B B B Approach Vol, veh/h 572 709 165 141 Approach Delay, s/veh 19.2 22.3 12.7 12.7 Approach LOS B C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.5 34.0 39.5 8.4 32.1 39.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 10.0 22.5 35.5 10.0 22.5 35.5 Max Q Clear Time (g_c+I1), s 2.6 10.5 6.6 3.1 13.9 6.2 Green Ext Time (p_c), s 0.0 2.6 0.7 0.0 2.8 0.8 Intersection Summary HCM 7th Control Delay, s/veh 19.3 HCM 7th LOS B HCM 7th AWSC 2: Maple Ave & Etiwanda Ave Existing Conditions -PM Peak Hour P:\DP - Foothill and Maple\Analysis\Synchro\Maple and Foothill Residential.syn Synchro 12 Report Page 2 Intersection Intersection Delay, s/veh 8.7 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 19 115 15 10 95 16 14 68 8 15 57 14 Future Vol, veh/h 19 115 15 10 95 16 14 68 8 15 57 14 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 20 124 16 11 102 17 15 73 9 16 61 15 Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 2 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 2 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 2 HCM Control Delay, s/veh 9.1 8.6 8.5 8.4 HCM LOS A A A A Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 Vol Left, %16%14%0%8%17% Vol Thru, %76%86%0%79%66% Vol Right, %9%0%100%13%16% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 90 134 15 121 86 LT Vol 14 19 0 10 15 Through Vol 68 115 0 95 57 RT Vol 8 0 15 16 14 Lane Flow Rate 97 144 16 130 92 Geometry Grp 2 5 5 4a 2 Degree of Util (X)0.127 0.207 0.02 0.167 0.121 Departure Headway (Hd)4.734 5.171 4.396 4.626 4.699 Convergence, Y/N Yes Yes Yes Yes Yes Cap 757 694 813 774 762 Service Time 2.769 2.904 2.129 2.661 2.734 HCM Lane V/C Ratio 0.128 0.207 0.02 0.168 0.121 HCM Control Delay, s/veh 8.5 9.3 7.2 8.6 8.4 HCM Lane LOS A A A A A HCM 95th-tile Q 0.4 0.8 0.1 0.6 0.4 HCM 7th Signalized Intersection Summary 4: Maple Ave & Foothill Blvd Existing Conditions -PM Peak Hour P:\DP - Foothill and Maple\Analysis\Synchro\Maple and Foothill Residential.syn Synchro 12 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h)39 749 8 15 572 21 26 39 29 29 22 24 Future Volume (veh/h)39 749 8 15 572 21 26 39 29 29 22 24 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 42 805 9 16 615 23 28 42 31 31 24 26 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 180 1418 16 111 1241 46 703 469 346 681 385 417 Arrive On Green 0.10 0.39 0.39 0.06 0.36 0.36 0.47 0.47 0.47 0.47 0.47 0.47 Sat Flow, veh/h 1781 3600 40 1781 3493 131 1355 1000 738 1327 821 889 Grp Volume(v), veh/h 42 397 417 16 313 325 28 0 73 31 0 50 Grp Sat Flow(s),veh/h/ln 1781 1777 1863 1781 1777 1847 1355 0 1738 1327 0 1710 Q Serve(g_s), s 1.7 14.0 14.0 0.7 11.0 11.0 0.9 0.0 1.9 1.1 0.0 1.3 Cycle Q Clear(g_c), s 1.7 14.0 14.0 0.7 11.0 11.0 2.2 0.0 1.9 2.9 0.0 1.3 Prop In Lane 1.00 0.02 1.00 0.07 1.00 0.42 1.00 0.52 Lane Grp Cap(c), veh/h 180 700 734 111 631 656 703 0 814 681 0 802 V/C Ratio(X)0.23 0.57 0.57 0.14 0.50 0.50 0.04 0.00 0.09 0.05 0.00 0.06 Avail Cap(c_a), veh/h 267 700 734 267 631 656 703 0 814 681 0 802 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 33.1 18.9 18.9 35.5 20.2 20.2 12.2 0.0 11.8 12.6 0.0 11.6 Incr Delay (d2), s/veh 0.7 3.3 3.2 0.6 2.8 2.7 0.1 0.0 0.2 0.1 0.0 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 6.1 6.3 0.3 4.8 5.0 0.3 0.0 0.7 0.3 0.0 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 33.8 22.3 22.1 36.1 22.9 22.8 12.3 0.0 12.0 12.7 0.0 11.8 LnGrp LOS C C C D C C B B B B Approach Vol, veh/h 856 654 101 81 Approach Delay, s/veh 22.7 23.2 12.1 12.1 Approach LOS C C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.0 33.5 39.5 10.1 30.4 39.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 10.0 22.5 35.5 10.0 22.5 35.5 Max Q Clear Time (g_c+I1), s 2.7 16.0 4.9 3.7 13.0 4.2 Green Ext Time (p_c), s 0.0 2.7 0.3 0.0 2.7 0.5 Intersection Summary HCM 7th Control Delay, s/veh 21.8 HCM 7th LOS C HCM 7th AWSC 2: Maple Ave & Etiwanda Ave Opening Year (2025) Without Project Conditions -AM Peak Hour P:\DP -Foothill and Maple\Analysis Revised\Synchro\Maple and Foothill Residential.synSynchro 12 Report Page 2 Intersection Intersection Delay, s/veh 9.4 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 11 117 89 43 140 20 45 81 9 13 88 15 Future Vol, veh/h 11 117 89 43 140 20 45 81 9 13 88 15 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 119 91 44 143 20 46 83 9 13 90 15 Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 2 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 2 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 2 HCM Control Delay, s/veh 8.9 10 9.5 9.2 HCM LOS A A A A Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 Vol Left, % 33% 9% 0% 21% 11% Vol Thru, % 60% 91% 0% 69% 76% Vol Right, % 7% 0% 100% 10% 13% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 135 128 89 203 116 LT Vol 45 11 0 43 13 Through Vol 81 117 0 140 88 RT Vol 9 0 89 20 15 Lane Flow Rate 138 131 91 207 118 Geometry Grp 2 5 5 4a 2 Degree of Util (X) 0.197 0.197 0.118 0.284 0.167 Departure Headway (Hd) 5.145 5.433 4.684 4.94 5.094 Convergence, Y/N Yes Yes Yes Yes Yes Cap 692 656 759 721 698 Service Time 3.218 3.203 2.453 3.01 3.171 HCM Lane V/C Ratio 0.199 0.2 0.12 0.287 0.169 HCM Control Delay, s/veh 9.5 9.5 8.1 10 9.2 HCM Lane LOS A A A A A HCM 95th-tile Q 0.7 0.7 0.4 1.2 0.6 HCM 7th Signalized Intersection Summary 4: Maple Ave & Foothill Blvd Opening Year (2025) Without Project Conditions -AM Peak Hour P:\DP -Foothill and Maple\Analysis Revised\Synchro\Maple and Foothill Residential.synSynchro 12 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 22 457 12 11 564 34 37 78 30 35 36 53 Future Volume (veh/h) 22 457 12 11 564 34 37 78 30 35 36 53 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 26 538 14 13 664 40 44 92 35 41 42 62 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 142 1415 37 100 1282 77 650 605 230 631 320 472 Arrive On Green 0.08 0.40 0.40 0.06 0.38 0.38 0.47 0.47 0.47 0.47 0.47 0.47 Sat Flow, veh/h 1781 3539 92 1781 3405 205 1290 1291 491 1264 682 1007 Grp Volume(v), veh/h 26 270 282 13 346 358 44 0 127 41 0 104 Grp Sat Flow(s),veh/h/ln 1781 1777 1854 1781 1777 1833 1290 0 1782 1264 0 1689 Q Serve(g_s), s 1.1 8.6 8.6 0.6 12.1 12.1 1.6 0.0 3.3 1.5 0.0 2.8 Cycle Q Clear(g_c), s 1.1 8.6 8.6 0.6 12.1 12.1 4.4 0.0 3.3 4.8 0.0 2.8 Prop In Lane 1.00 0.05 1.00 0.11 1.00 0.28 1.00 0.60 Lane Grp Cap(c), veh/h 142 711 741 100 669 690 650 0 835 631 0 792 V/C Ratio(X)0.18 0.38 0.38 0.13 0.52 0.52 0.07 0.00 0.15 0.06 0.00 0.13 Avail Cap(c_a), veh/h 267 711 741 267 669 690 650 0 835 631 0 792 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 34.4 17.0 17.0 35.9 19.3 19.3 13.3 0.0 12.2 13.5 0.0 12.0 Incr Delay (d2), s/veh 0.6 1.5 1.5 0.6 2.9 2.8 0.2 0.0 0.4 0.2 0.0 0.3 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 3.6 3.8 0.3 5.2 5.4 0.5 0.0 1.3 0.5 0.0 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 35.0 18.5 18.5 36.5 22.2 22.1 13.5 0.0 12.5 13.7 0.0 12.4 LnGrp LOS C B B D C C B B B B Approach Vol, veh/h 578 717 171 145 Approach Delay, s/veh 19.2 22.4 12.8 12.8 Approach LOS B C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.5 34.0 39.5 8.4 32.1 39.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 10.0 22.5 35.5 10.0 22.5 35.5 Max Q Clear Time (g_c+I1), s 2.6 10.6 6.8 3.1 14.1 6.4 Green Ext Time (p_c), s 0.0 2.6 0.7 0.0 2.8 0.9 Intersection Summary HCM 7th Control Delay, s/veh 19.4 HCM 7th LOS B ~ ~ HCM 7th AWSC 2: Maple Ave & Etiwanda Ave Opening Year (2025) Without Project Conditions -PM Peak Hour P:\DP -Foothill and Maple\Analysis Revised\Synchro\Maple and Foothill Residential.synSynchro 12 Report Page 2 Intersection Intersection Delay, s/veh 8.7 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 19 116 15 10 96 16 14 70 8 15 59 14 Future Vol, veh/h 19 116 15 10 96 16 14 70 8 15 59 14 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 20 125 16 11 103 17 15 75 9 16 63 15 Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 2 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 2 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 2 HCM Control Delay, s/veh 9.1 8.6 8.5 8.4 HCM LOS A A A A Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 Vol Left, % 15% 14% 0% 8% 17% Vol Thru, % 76% 86% 0% 79% 67% Vol Right, % 9% 0% 100% 13% 16% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 92 135 15 122 88 LT Vol 14 19 0 10 15 Through Vol 70 116 0 96 59 RT Vol 8 0 15 16 14 Lane Flow Rate 99 145 16 131 95 Geometry Grp 2 5 5 4a 2 Degree of Util (X) 0.13 0.209 0.02 0.169 0.124 Departure Headway (Hd) 4.745 5.184 4.409 4.64 4.711 Convergence, Y/N Yes Yes Yes Yes Yes Cap 755 692 811 771 760 Service Time 2.78 2.917 2.142 2.676 2.746 HCM Lane V/C Ratio 0.131 0.21 0.02 0.17 0.125 HCM Control Delay, s/veh 8.5 9.3 7.2 8.6 8.4 HCM Lane LOS A A A A A HCM 95th-tile Q 0.4 0.8 0.1 0.6 0.4 HCM 7th Signalized Intersection Summary 4: Maple Ave & Foothill Blvd Opening Year (2025) Without Project Conditions -PM Peak Hour P:\DP -Foothill and Maple\Analysis Revised\Synchro\Maple and Foothill Residential.synSynchro 12 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 39 756 8 15 578 21 27 40 30 30 23 25 Future Volume (veh/h) 39 756 8 15 578 21 27 40 30 30 23 25 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 42 813 9 16 622 23 29 43 32 32 25 27 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 180 1418 16 111 1242 46 701 467 347 679 385 416 Arrive On Green 0.10 0.39 0.39 0.06 0.36 0.36 0.47 0.47 0.47 0.47 0.47 0.47 Sat Flow, veh/h 1781 3600 40 1781 3495 129 1352 996 741 1325 822 888 Grp Volume(v), veh/h 42 401 421 16 316 329 29 0 75 32 0 52 Grp Sat Flow(s),veh/h/ln 1781 1777 1863 1781 1777 1847 1352 0 1737 1325 0 1710 Q Serve(g_s), s 1.7 14.1 14.1 0.7 11.2 11.2 1.0 0.0 1.9 1.1 0.0 1.3 Cycle Q Clear(g_c), s 1.7 14.1 14.1 0.7 11.2 11.2 2.3 0.0 1.9 3.0 0.0 1.3 Prop In Lane 1.00 0.02 1.00 0.07 1.00 0.43 1.00 0.52 Lane Grp Cap(c), veh/h 180 700 734 111 631 656 701 0 814 679 0 802 V/C Ratio(X)0.23 0.57 0.57 0.14 0.50 0.50 0.04 0.00 0.09 0.05 0.00 0.06 Avail Cap(c_a), veh/h 267 700 734 267 631 656 701 0 814 679 0 802 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 33.1 19.0 19.0 35.5 20.2 20.2 12.3 0.0 11.8 12.6 0.0 11.6 Incr Delay (d2), s/veh 0.7 3.4 3.2 0.6 2.8 2.7 0.1 0.0 0.2 0.1 0.0 0.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 6.1 6.4 0.3 4.9 5.1 0.3 0.0 0.7 0.3 0.0 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 33.8 22.4 22.2 36.1 23.0 22.9 12.4 0.0 12.0 12.8 0.0 11.8 LnGrp LOS C C C D C C B B B B Approach Vol, veh/h 864 661 104 84 Approach Delay, s/veh 22.9 23.3 12.1 12.2 Approach LOS C C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.0 33.5 39.5 10.1 30.4 39.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 10.0 22.5 35.5 10.0 22.5 35.5 Max Q Clear Time (g_c+I1), s 2.7 16.1 5.0 3.7 13.2 4.3 Green Ext Time (p_c), s 0.0 2.7 0.3 0.0 2.7 0.5 Intersection Summary HCM 7th Control Delay, s/veh 21.9 HCM 7th LOS C ~ ~ HCM 7th TWSC 1: Foothill Blvd & Dwy 1 Opening Year (2025) With Project Conditions -AM Peak Hour P:\DP -Foothill and Maple\Analysis Revised\Synchro\Maple and Foothill Residential.synSynchro 12 Report Page 1 Intersection Int Delay, s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 499 655 0 0 21 Future Vol, veh/h 0 499 655 0 0 21 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -- - - - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 542 712 0 0 23 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 356 Stage 1 -- - - - - Stage 2 -- - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver 0 - - - 0 *917 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - 0 Mov Cap-1 Maneuver -- - - - *917 Mov Cap-2 Maneuver -- - - - - Stage 1 -- - - - - Stage 2 -- - - - - Approach EB WB SB HCM Ctrl Dly, s/v 0 0 9.03 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBRSBLn1 Capacity (veh/h) - - - 917 HCM Lane V/C Ratio - - - 0.025 HCM Ctrl Dly (s/v) - - - 9 HCM Lane LOS - - - A HCM 95th %tile Q(veh) - - - 0.1 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 7th AWSC 2: Maple Ave & Etiwanda Ave Opening Year (2025) With Project Conditions -AM Peak Hour P:\DP -Foothill and Maple\Analysis Revised\Synchro\Maple and Foothill Residential.synSynchro 12 Report Page 2 Intersection Intersection Delay, s/veh 9.6 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 11 117 90 44 140 20 47 93 11 13 92 15 Future Vol, veh/h 11 117 90 44 140 20 47 93 11 13 92 15 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 119 92 45 143 20 48 95 11 13 94 15 Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 2 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 2 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 2 HCM Control Delay, s/veh 9.1 10.1 9.7 9.3 HCM LOS A B A A Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 Vol Left, % 31% 9% 0% 22% 11% Vol Thru, % 62% 91% 0% 69% 77% Vol Right, % 7% 0% 100% 10% 13% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 151 128 90 204 120 LT Vol 47 11 0 44 13 Through Vol 93 117 0 140 92 RT Vol 11 0 90 20 15 Lane Flow Rate 154 131 92 208 122 Geometry Grp 2 5 5 4a 2 Degree of Util (X) 0.221 0.199 0.121 0.289 0.175 Departure Headway (Hd) 5.154 5.494 4.744 5.001 5.131 Convergence, Y/N Yes Yes Yes Yes Yes Cap 690 648 748 712 692 Service Time 3.236 3.273 2.523 3.08 3.218 HCM Lane V/C Ratio 0.223 0.202 0.123 0.292 0.176 HCM Control Delay, s/veh 9.7 9.7 8.2 10.1 9.3 HCM Lane LOS A A A B A HCM 95th-tile Q 0.8 0.7 0.4 1.2 0.6 HCM 7th TWSC 3: Maple Ave & Dwy 2 Opening Year (2025) With Project Conditions -AM Peak Hour P:\DP -Foothill and Maple\Analysis Revised\Synchro\Maple and Foothill Residential.synSynchro 12 Report Page 3 Intersection Int Delay, s/veh 2.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 16 45 21 136 124 5 Future Vol, veh/h 16 45 21 136 124 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 17 49 23 148 135 5 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 331 137 140 0 - 0 Stage 1 137 - - - - - Stage 2 193 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 664 911 1443 - - - Stage 1 889 - - - - - Stage 2 839 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 652 911 1443 - - - Mov Cap-2 Maneuver 652 - - - - - Stage 1 874 - - - - - Stage 2 839 - - - - - Approach EB NB SB HCM Ctrl Dly, s/v 9.74 1.01 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 241 - 825 - - HCM Lane V/C Ratio 0.016 - 0.08 - - HCM Ctrl Dly (s/v) 7.5 0 9.7 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.3 - - HCM 7th Signalized Intersection Summary 4: Maple Ave & Foothill Blvd Opening Year (2025) With Project Conditions -AM Peak Hour P:\DP -Foothill and Maple\Analysis Revised\Synchro\Maple and Foothill Residential.synSynchro 12 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 30 457 12 11 564 42 37 83 30 60 52 57 Future Volume (veh/h) 30 457 12 11 564 42 37 83 30 60 52 57 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 35 538 14 13 664 49 44 98 35 71 61 67 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 165 1415 37 100 1220 90 627 617 220 625 382 419 Arrive On Green 0.09 0.40 0.40 0.06 0.36 0.36 0.47 0.47 0.47 0.47 0.47 0.47 Sat Flow, veh/h 1781 3539 92 1781 3355 247 1262 1316 470 1257 815 895 Grp Volume(v), veh/h 35 270 282 13 351 362 44 0 133 71 0 128 Grp Sat Flow(s),veh/h/ln 1781 1777 1854 1781 1777 1826 1262 0 1786 1257 0 1709 Q Serve(g_s), s 1.5 8.6 8.6 0.6 12.5 12.6 1.7 0.0 3.4 2.7 0.0 3.4 Cycle Q Clear(g_c), s 1.5 8.6 8.6 0.6 12.5 12.6 5.1 0.0 3.4 6.2 0.0 3.4 Prop In Lane 1.00 0.05 1.00 0.14 1.00 0.26 1.00 0.52 Lane Grp Cap(c), veh/h 165 711 741 100 646 664 627 0 837 625 0 801 V/C Ratio(X)0.21 0.38 0.38 0.13 0.54 0.54 0.07 0.00 0.16 0.11 0.00 0.16 Avail Cap(c_a), veh/h 267 711 741 267 646 664 627 0 837 625 0 801 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 33.6 17.0 17.0 35.9 20.2 20.2 13.7 0.0 12.2 14.0 0.0 12.2 Incr Delay (d2), s/veh 0.6 1.5 1.5 0.6 3.3 3.2 0.2 0.0 0.4 0.4 0.0 0.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 3.6 3.8 0.3 5.5 5.7 0.5 0.0 1.4 0.8 0.0 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 34.2 18.5 18.5 36.5 23.5 23.4 13.9 0.0 12.6 14.3 0.0 12.6 LnGrp LOS C B B D C C B B B B Approach Vol, veh/h 587 726 177 199 Approach Delay, s/veh 19.4 23.7 12.9 13.2 Approach LOS B C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.5 34.0 39.5 9.4 31.1 39.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 10.0 22.5 35.5 10.0 22.5 35.5 Max Q Clear Time (g_c+I1), s 2.6 10.6 8.2 3.5 14.6 7.1 Green Ext Time (p_c), s 0.0 2.6 1.0 0.0 2.7 0.9 Intersection Summary HCM 7th Control Delay, s/veh 19.8 HCM 7th LOS B ~ ~ HCM 7th TWSC 1: Foothill Blvd & Dwy 1 Opening Year (2025) With Project Conditions -PM Peak Hour P:\DP -Foothill and Maple\Analysis Revised\Synchro\Maple and Foothill Residential.synSynchro 12 Report Page 1 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 830 631 0 0 13 Future Vol, veh/h 0 830 631 0 0 13 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -- - - - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 902 686 0 0 14 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 343 Stage 1 -- - - - - Stage 2 -- - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver 0 - - - 0 653 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -- - - - 653 Mov Cap-2 Maneuver -- - - - - Stage 1 -- - - - - Stage 2 -- - - - - Approach EB WB SB HCM Ctrl Dly, s/v 0 0 10.63 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBRSBLn1 Capacity (veh/h) - - - 653 HCM Lane V/C Ratio - - - 0.022 HCM Ctrl Dly (s/v) - - - 10.6 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0.1 HCM 7th AWSC 2: Maple Ave & Etiwanda Ave Opening Year (2025) With Project Conditions -PM Peak Hour P:\DP -Foothill and Maple\Analysis Revised\Synchro\Maple and Foothill Residential.synSynchro 12 Report Page 2 Intersection Intersection Delay, s/veh 8.8 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 19 116 17 13 96 16 15 78 10 15 72 14 Future Vol, veh/h 19 116 17 13 96 16 15 78 10 15 72 14 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 20 125 18 14 103 17 16 84 11 16 77 15 Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 2 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 2 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 2 HCM Control Delay, s/veh 9.2 8.8 8.6 8.6 HCM LOS A A A A Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 Vol Left, % 15% 14% 0% 10% 15% Vol Thru, % 76% 86% 0% 77% 71% Vol Right, % 10% 0% 100% 13% 14% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 103 135 17 125 101 LT Vol 15 19 0 13 15 Through Vol 78 116 0 96 72 RT Vol 10 0 17 16 14 Lane Flow Rate 111 145 18 134 109 Geometry Grp 2 5 5 4a 2 Degree of Util (X) 0.147 0.212 0.023 0.176 0.143 Departure Headway (Hd) 4.776 5.255 4.479 4.717 4.754 Convergence, Y/N Yes Yes Yes Yes Yes Cap 749 682 797 758 753 Service Time 2.816 2.995 2.219 2.759 2.795 HCM Lane V/C Ratio 0.148 0.213 0.023 0.177 0.145 HCM Control Delay, s/veh 8.6 9.4 7.3 8.8 8.6 HCM Lane LOS A A A A A HCM 95th-tile Q 0.5 0.8 0.1 0.6 0.5 HCM 7th TWSC 3: Maple Ave & Dwy 2 Opening Year (2025) With Project Conditions -PM Peak Hour P:\DP -Foothill and Maple\Analysis Revised\Synchro\Maple and Foothill Residential.synSynchro 12 Report Page 3 Intersection Int Delay, s/veh 2.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 10 28 70 102 77 17 Future Vol, veh/h 10 28 70 102 77 17 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 11 30 76 111 84 18 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 356 93 102 0 - 0 Stage 1 93 - - - - - Stage 2 263 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 642 964 1490 - - - Stage 1 931 - - - - - Stage 2 781 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 607 964 1490 - - - Mov Cap-2 Maneuver 607 - - - - - Stage 1 880 - - - - - Stage 2 781 - - - - - Approach EB NB SB HCM Ctrl Dly, s/v 9.54 3.07 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 733 - 835 - - HCM Lane V/C Ratio 0.051 - 0.049 - - HCM Ctrl Dly (s/v) 7.5 0 9.5 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.2 - 0.2 - - HCM 7th Signalized Intersection Summary 4: Maple Ave & Foothill Blvd Opening Year (2025) With Project Conditions -PM Peak Hour P:\DP -Foothill and Maple\Analysis Revised\Synchro\Maple and Foothill Residential.synSynchro 12 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 65 756 8 15 578 47 27 57 30 45 33 28 Future Volume (veh/h) 65 756 8 15 578 47 27 57 30 45 33 28 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 70 813 9 16 622 51 29 61 32 48 35 30 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 220 1418 16 111 1106 91 689 542 284 662 436 374 Arrive On Green 0.12 0.39 0.39 0.06 0.33 0.33 0.47 0.47 0.47 0.47 0.47 0.47 Sat Flow, veh/h 1781 3600 40 1781 3326 272 1337 1155 606 1303 930 797 Grp Volume(v), veh/h 70 401 421 16 332 341 29 0 93 48 0 65 Grp Sat Flow(s),veh/h/ln 1781 1777 1863 1781 1777 1821 1337 0 1761 1303 0 1727 Q Serve(g_s), s 2.9 14.1 14.1 0.7 12.3 12.3 1.0 0.0 2.4 1.7 0.0 1.7 Cycle Q Clear(g_c), s 2.9 14.1 14.1 0.7 12.3 12.3 2.6 0.0 2.4 4.1 0.0 1.7 Prop In Lane 1.00 0.02 1.00 0.15 1.00 0.34 1.00 0.46 Lane Grp Cap(c), veh/h 220 700 734 111 591 606 689 0 826 662 0 809 V/C Ratio(X)0.32 0.57 0.57 0.14 0.56 0.56 0.04 0.00 0.11 0.07 0.00 0.08 Avail Cap(c_a), veh/h 267 700 734 267 591 606 689 0 826 662 0 809 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 32.0 19.0 19.0 35.5 21.9 21.9 12.5 0.0 11.9 13.1 0.0 11.7 Incr Delay (d2), s/veh 0.8 3.4 3.2 0.6 3.8 3.8 0.1 0.0 0.3 0.2 0.0 0.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 6.1 6.4 0.3 5.5 5.6 0.3 0.0 0.9 0.5 0.0 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 32.8 22.4 22.2 36.1 25.7 25.7 12.6 0.0 12.2 13.3 0.0 11.9 LnGrp LOS C C C D C C B B B B Approach Vol, veh/h 892 689 122 113 Approach Delay, s/veh 23.1 25.9 12.3 12.5 Approach LOS C C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.0 33.5 39.5 11.9 28.6 39.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 10.0 22.5 35.5 10.0 22.5 35.5 Max Q Clear Time (g_c+I1), s 2.7 16.1 6.1 4.9 14.3 4.6 Green Ext Time (p_c), s 0.0 2.7 0.5 0.0 2.6 0.6 Intersection Summary HCM 7th Control Delay, s/veh 22.8 HCM 7th LOS C ~ ~ HCM 7th AWSC 2: Maple Ave & Etiwanda Ave Future Build-out Year (2045) Without Project Conditions -AM Peak Hour P:\DP -Foothill and Maple\Analysis Revised\Synchro\Maple and Foothill Residential.synSynchro 12 Report Page 2 Intersection Intersection Delay, s/veh 11.4 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 13 140 106 52 168 24 72 129 15 21 139 24 Future Vol, veh/h 13 140 106 52 168 24 72 129 15 21 139 24 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 13 143 108 53 171 24 73 132 15 21 142 24 Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 2 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 2 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 2 HCM Control Delay, s/veh 10.3 12.3 11.8 11.2 HCM LOS B B B B Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 Vol Left, % 33% 8% 0% 21% 11% Vol Thru, % 60% 92% 0% 69% 76% Vol Right, % 7% 0% 100% 10% 13% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 216 153 106 244 184 LT Vol 72 13 0 52 21 Through Vol 129 140 0 168 139 RT Vol 15 0 106 24 24 Lane Flow Rate 220 156 108 249 188 Geometry Grp 2 5 5 4a 2 Degree of Util (X) 0.349 0.266 0.161 0.39 0.297 Departure Headway (Hd) 5.699 6.128 5.374 5.634 5.686 Convergence, Y/N Yes Yes Yes Yes Yes Cap 628 585 665 637 629 Service Time 3.756 3.881 3.127 3.687 3.743 HCM Lane V/C Ratio 0.35 0.267 0.162 0.391 0.299 HCM Control Delay, s/veh 11.8 11.1 9.2 12.3 11.2 HCM Lane LOS B B A B B HCM 95th-tile Q 1.6 1.1 0.6 1.8 1.2 HCM 7th Signalized Intersection Summary 4: Maple Ave & Foothill Blvd Future Build-out Year (2045) Without Project Conditions -AM Peak Hour P:\DP -Foothill and Maple\Analysis Revised\Synchro\Maple and Foothill Residential.synSynchro 12 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 27 547 15 13 675 41 59 124 47 55 57 83 Future Volume (veh/h) 27 547 15 13 675 41 59 124 47 55 57 83 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 28 576 16 14 711 43 62 131 49 58 60 87 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 148 1405 39 104 1271 77 609 608 228 583 323 469 Arrive On Green 0.08 0.40 0.40 0.06 0.37 0.37 0.47 0.47 0.47 0.47 0.47 0.47 Sat Flow, veh/h 1781 3532 98 1781 3404 206 1241 1298 485 1204 690 1000 Grp Volume(v), veh/h 28 290 302 14 371 383 62 0 180 58 0 147 Grp Sat Flow(s),veh/h/ln 1781 1777 1853 1781 1777 1833 1241 0 1783 1204 0 1690 Q Serve(g_s), s 1.2 9.4 9.4 0.6 13.2 13.2 2.4 0.0 4.8 2.4 0.0 4.0 Cycle Q Clear(g_c), s 1.2 9.4 9.4 0.6 13.2 13.2 6.5 0.0 4.8 7.2 0.0 4.0 Prop In Lane 1.00 0.05 1.00 0.11 1.00 0.27 1.00 0.59 Lane Grp Cap(c), veh/h 148 707 737 104 663 684 609 0 836 583 0 792 V/C Ratio(X)0.19 0.41 0.41 0.13 0.56 0.56 0.10 0.00 0.22 0.10 0.00 0.19 Avail Cap(c_a), veh/h 267 707 737 267 663 684 609 0 836 583 0 792 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 34.2 17.3 17.3 35.7 19.9 19.9 14.3 0.0 12.6 14.7 0.0 12.4 Incr Delay (d2), s/veh 0.6 1.8 1.7 0.6 3.4 3.3 0.3 0.0 0.6 0.3 0.0 0.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 4.0 4.1 0.3 5.8 6.0 0.7 0.0 1.9 0.7 0.0 1.5 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 34.8 19.1 19.0 36.3 23.2 23.1 14.6 0.0 13.1 15.0 0.0 12.9 LnGrp LOS C B B D C C B B B B Approach Vol, veh/h 620 768 242 205 Approach Delay, s/veh 19.8 23.4 13.5 13.5 Approach LOS B C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.7 33.8 39.5 8.6 31.9 39.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 10.0 22.5 35.5 10.0 22.5 35.5 Max Q Clear Time (g_c+I1), s 2.6 11.4 9.2 3.2 15.2 8.5 Green Ext Time (p_c), s 0.0 2.7 1.1 0.0 2.7 1.3 Intersection Summary HCM 7th Control Delay, s/veh 19.8 HCM 7th LOS B ~ ~ HCM 7th AWSC 2: Maple Ave & Etiwanda Ave Future Build-out Year (2045) Without Project Conditions - PM Peak Hour P:\DP -Foothill and Maple\Analysis Revised\Synchro\Maple and Foothill Residential.synSynchro 12 Report Page 2 Intersection Intersection Delay, s/veh 9.5 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 23 139 18 12 115 19 23 111 13 24 93 23 Future Vol, veh/h 23 139 18 12 115 19 23 111 13 24 93 23 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 24 146 19 13 121 20 24 117 14 25 98 24 Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 2 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 2 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 2 HCM Control Delay, s/veh 9.9 9.4 9.4 9.3 HCM LOS A A A A Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 Vol Left, % 16% 14% 0% 8% 17% Vol Thru, % 76% 86% 0% 79% 66% Vol Right, % 9% 0% 100% 13% 16% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 147 162 18 146 140 LT Vol 23 23 0 12 24 Through Vol 111 139 0 115 93 RT Vol 13 0 18 19 23 Lane Flow Rate 155 171 19 154 147 Geometry Grp 2 5 5 4a 2 Degree of Util (X) 0.214 0.261 0.025 0.213 0.203 Departure Headway (Hd) 4.98 5.504 4.726 4.979 4.949 Convergence, Y/N Yes Yes Yes Yes Yes Cap 715 648 750 715 719 Service Time 3.053 3.279 2.501 3.059 3.022 HCM Lane V/C Ratio 0.217 0.264 0.025 0.215 0.204 HCM Control Delay, s/veh 9.4 10.2 7.6 9.4 9.3 HCM Lane LOS A B A A A HCM 95th-tile Q 0.8 1 0.1 0.8 0.8 HCM 7th Signalized Intersection Summary 4: Maple Ave & Foothill Blvd Future Build-out Year (2045) Without Project Conditions - PM Peak Hour P:\DP -Foothill and Maple\Analysis Revised\Synchro\Maple and Foothill Residential.synSynchro 12 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 47 906 10 18 692 25 42 64 47 47 36 39 Future Volume (veh/h) 47 906 10 18 692 25 42 64 47 47 36 39 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 49 954 11 19 728 26 44 67 49 49 38 41 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 192 1397 16 121 1219 44 675 471 344 640 386 416 Arrive On Green 0.11 0.39 0.39 0.07 0.35 0.35 0.47 0.47 0.47 0.47 0.47 0.47 Sat Flow, veh/h 1781 3598 41 1781 3500 125 1320 1004 734 1276 823 888 Grp Volume(v), veh/h 49 471 494 19 369 385 44 0 116 49 0 79 Grp Sat Flow(s),veh/h/ln 1781 1777 1863 1781 1777 1848 1320 0 1738 1276 0 1711 Q Serve(g_s), s 2.0 17.7 17.7 0.8 13.7 13.7 1.5 0.0 3.0 1.8 0.0 2.1 Cycle Q Clear(g_c), s 2.0 17.7 17.7 0.8 13.7 13.7 3.6 0.0 3.0 4.9 0.0 2.1 Prop In Lane 1.00 0.02 1.00 0.07 1.00 0.42 1.00 0.52 Lane Grp Cap(c), veh/h 192 690 723 121 619 644 675 0 815 640 0 802 V/C Ratio(X)0.25 0.68 0.68 0.16 0.60 0.60 0.07 0.00 0.14 0.08 0.00 0.10 Avail Cap(c_a), veh/h 267 690 723 267 619 644 675 0 815 640 0 802 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 32.7 20.4 20.4 35.1 21.4 21.5 12.8 0.0 12.1 13.5 0.0 11.8 Incr Delay (d2), s/veh 0.7 5.4 5.2 0.6 4.2 4.1 0.2 0.0 0.4 0.2 0.0 0.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 7.9 8.2 0.4 6.1 6.4 0.5 0.0 1.2 0.5 0.0 0.8 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 33.4 25.8 25.5 35.7 25.7 25.5 13.0 0.0 12.5 13.7 0.0 12.1 LnGrp LOS C C C D C C B B B B Approach Vol, veh/h 1014 773 160 128 Approach Delay, s/veh 26.0 25.8 12.6 12.7 Approach LOS C C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.4 33.1 39.5 10.6 29.9 39.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 10.0 22.5 35.5 10.0 22.5 35.5 Max Q Clear Time (g_c+I1), s 2.8 19.7 6.9 4.0 15.7 5.6 Green Ext Time (p_c), s 0.0 1.6 0.6 0.0 2.6 0.8 Intersection Summary HCM 7th Control Delay, s/veh 24.1 HCM 7th LOS C ~ ~ HCM 7th TWSC 1: Foothill Blvd & Dwy 1 Future Build-out Year (2045) With Project Conditions -AM Peak Hour P:\DP -Foothill and Maple\Analysis Revised\Synchro\Maple and Foothill Residential.synSynchro 12 Report Page 1 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 597 821 0 0 21 Future Vol, veh/h 0 597 821 0 0 21 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -- - - - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 628 864 0 0 22 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 432 Stage 1 -- - - - - Stage 2 -- - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver 0 - - - 0 *863 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - 0 Mov Cap-1 Maneuver -- - - - *863 Mov Cap-2 Maneuver -- - - - - Stage 1 -- - - - - Stage 2 -- - - - - Approach EB WB SB HCM Ctrl Dly, s/v 0 0 9.28 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBRSBLn1 Capacity (veh/h) - - - 863 HCM Lane V/C Ratio - - - 0.026 HCM Ctrl Dly (s/v) - - - 9.3 HCM Lane LOS - - - A HCM 95th %tile Q(veh) - - - 0.1 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 7th AWSC 2: Maple Ave & Etiwanda Ave Future Build-out Year (2045) With Project Conditions -AM Peak Hour P:\DP -Foothill and Maple\Analysis Revised\Synchro\Maple and Foothill Residential.synSynchro 12 Report Page 2 Intersection Intersection Delay, s/veh 11.6 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 13 140 107 53 168 24 74 141 17 21 143 24 Future Vol, veh/h 13 140 107 53 168 24 74 141 17 21 143 24 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 13 143 109 54 171 24 76 144 17 21 146 24 Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 2 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 2 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 2 HCM Control Delay, s/veh 10.5 12.5 12.2 11.3 HCM LOS B B B B Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 Vol Left, % 32% 8% 0% 22% 11% Vol Thru, % 61% 92% 0% 69% 76% Vol Right, % 7% 0% 100% 10% 13% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 232 153 107 245 188 LT Vol 74 13 0 53 21 Through Vol 141 140 0 168 143 RT Vol 17 0 107 24 24 Lane Flow Rate 237 156 109 250 192 Geometry Grp 2 5 5 4a 2 Degree of Util (X) 0.377 0.269 0.165 0.397 0.306 Departure Headway (Hd) 5.728 6.206 5.452 5.713 5.744 Convergence, Y/N Yes Yes Yes Yes Yes Cap 625 578 655 628 623 Service Time 3.786 3.965 3.21 3.77 3.806 HCM Lane V/C Ratio 0.379 0.27 0.166 0.398 0.308 HCM Control Delay, s/veh 12.2 11.3 9.3 12.5 11.3 HCM Lane LOS B B A B B HCM 95th-tile Q 1.8 1.1 0.6 1.9 1.3 HCM 7th TWSC 3: Maple Ave & Dwy 2 Future Build-out Year (2045) With Project Conditions -AM Peak Hour P:\DP -Foothill and Maple\Analysis Revised\Synchro\Maple and Foothill Residential.synSynchro 12 Report Page 3 Intersection Int Delay, s/veh 1.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 16 45 21 192 195 5 Future Vol, veh/h 16 45 21 192 195 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 17 47 22 202 205 5 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 454 208 211 0 - 0 Stage 1 208 - - - - - Stage 2 246 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 564 832 1360 - - - Stage 1 827 - - - - - Stage 2 795 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 553 832 1360 - - - Mov Cap-2 Maneuver 553 - - - - - Stage 1 812 - - - - - Stage 2 795 - - - - - Approach EB NB SB HCM Ctrl Dly, s/v 10.36 0.76 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 177 - 735 - - HCM Lane V/C Ratio 0.016 - 0.087 - - HCM Ctrl Dly (s/v) 7.7 0 10.4 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0.3 - - HCM 7th Signalized Intersection Summary 4: Maple Ave & Foothill Blvd Future Build-out Year (2045) With Project Conditions -AM Peak Hour P:\DP -Foothill and Maple\Analysis Revised\Synchro\Maple and Foothill Residential.synSynchro 12 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 35 547 15 13 675 49 59 129 47 80 73 87 Future Volume (veh/h) 35 547 15 13 675 49 59 129 47 80 73 87 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 37 576 16 14 711 52 62 136 49 84 77 92 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 169 1405 39 104 1213 89 589 615 222 578 364 435 Arrive On Green 0.10 0.40 0.40 0.06 0.36 0.36 0.47 0.47 0.47 0.47 0.47 0.47 Sat Flow, veh/h 1781 3532 98 1781 3358 245 1216 1312 473 1199 776 927 Grp Volume(v), veh/h 37 290 302 14 376 387 62 0 185 84 0 169 Grp Sat Flow(s),veh/h/ln 1781 1777 1853 1781 1777 1826 1216 0 1785 1199 0 1703 Q Serve(g_s), s 1.5 9.4 9.4 0.6 13.7 13.7 2.5 0.0 4.9 3.6 0.0 4.7 Cycle Q Clear(g_c), s 1.5 9.4 9.4 0.6 13.7 13.7 7.2 0.0 4.9 8.5 0.0 4.7 Prop In Lane 1.00 0.05 1.00 0.13 1.00 0.26 1.00 0.54 Lane Grp Cap(c), veh/h 169 707 737 104 642 660 589 0 837 578 0 798 V/C Ratio(X)0.22 0.41 0.41 0.13 0.59 0.59 0.11 0.00 0.22 0.15 0.00 0.21 Avail Cap(c_a), veh/h 267 707 737 267 642 660 589 0 837 578 0 798 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 33.5 17.3 17.3 35.7 20.7 20.7 14.7 0.0 12.6 15.1 0.0 12.5 Incr Delay (d2), s/veh 0.6 1.8 1.7 0.6 3.9 3.8 0.4 0.0 0.6 0.5 0.0 0.6 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 4.0 4.1 0.3 6.1 6.3 0.7 0.0 2.0 1.0 0.0 1.8 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 34.1 19.1 19.0 36.3 24.6 24.5 15.0 0.0 13.2 15.6 0.0 13.1 LnGrp LOS C B B D C C B B B B Approach Vol, veh/h 629 777 247 253 Approach Delay, s/veh 19.9 24.8 13.7 14.0 Approach LOS B C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.7 33.8 39.5 9.6 30.9 39.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 10.0 22.5 35.5 10.0 22.5 35.5 Max Q Clear Time (g_c+I1), s 2.6 11.4 10.5 3.5 15.7 9.2 Green Ext Time (p_c), s 0.0 2.7 1.3 0.0 2.6 1.3 Intersection Summary HCM 7th Control Delay, s/veh 20.3 HCM 7th LOS C ~ ~ HCM 7th TWSC 1: Foothill Blvd & Dwy 1 Future Build-out Year (2045) With Project Conditions - PM Peak Hour P:\DP -Foothill and Maple\Analysis Revised\Synchro\Maple and Foothill Residential.synSynchro 12 Report Page 1 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 989 776 0 0 13 Future Vol, veh/h 0 989 776 0 0 13 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -- - - - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 1041 817 0 0 14 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 408 Stage 1 -- - - - - Stage 2 -- - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver 0 - - - 0 592 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -- - - - 592 Mov Cap-2 Maneuver -- - - - - Stage 1 -- - - - - Stage 2 -- - - - - Approach EB WB SB HCM Ctrl Dly, s/v 0 0 11.22 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBRSBLn1 Capacity (veh/h) - - - 592 HCM Lane V/C Ratio - - - 0.023 HCM Ctrl Dly (s/v) - - - 11.2 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0.1 HCM 7th AWSC 2: Maple Ave & Etiwanda Ave Future Build-out Year (2045) With Project Conditions - PM Peak Hour P:\DP -Foothill and Maple\Analysis Revised\Synchro\Maple and Foothill Residential.synSynchro 12 Report Page 2 Intersection Intersection Delay, s/veh 9.7 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 23 139 20 15 115 19 24 119 15 24 106 23 Future Vol, veh/h 23 139 20 15 115 19 24 119 15 24 106 23 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 24 146 21 16 121 20 25 125 16 25 112 24 Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 2 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 2 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 2 HCM Control Delay, s/veh 10.1 9.6 9.6 9.5 HCM LOS B A A A Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 Vol Left, % 15% 14% 0% 10% 16% Vol Thru, % 75% 86% 0% 77% 69% Vol Right, % 9% 0% 100% 13% 15% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 158 162 20 149 153 LT Vol 24 23 0 15 24 Through Vol 119 139 0 115 106 RT Vol 15 0 20 19 23 Lane Flow Rate 166 171 21 157 161 Geometry Grp 2 5 5 4a 2 Degree of Util (X) 0.232 0.264 0.028 0.22 0.223 Departure Headway (Hd) 5.017 5.578 4.8 5.06 4.993 Convergence, Y/N Yes Yes Yes Yes Yes Cap 709 638 738 703 712 Service Time 3.094 3.361 2.582 3.146 3.071 HCM Lane V/C Ratio 0.234 0.268 0.028 0.223 0.226 HCM Control Delay, s/veh 9.6 10.4 7.7 9.6 9.5 HCM Lane LOS A B A A A HCM 95th-tile Q 0.9 1.1 0.1 0.8 0.9 HCM 7th TWSC 3: Maple Ave & Dwy 2 Future Build-out Year (2045) With Project Conditions - PM Peak Hour P:\DP -Foothill and Maple\Analysis Revised\Synchro\Maple and Foothill Residential.synSynchro 12 Report Page 3 Intersection Int Delay, s/veh 2.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 10 28 70 136 122 17 Future Vol, veh/h 10 28 70 136 122 17 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 11 29 74 143 128 18 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 428 137 146 0 - 0 Stage 1 137 - - - - - Stage 2 291 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 584 911 1436 - - - Stage 1 889 - - - - - Stage 2 759 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 551 911 1436 - - - Mov Cap-2 Maneuver 551 - - - - - Stage 1 840 - - - - - Stage 2 759 - - - - - Approach EB NB SB HCM Ctrl Dly, s/v 9.88 2.6 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 612 - 778 - - HCM Lane V/C Ratio 0.051 - 0.051 - - HCM Ctrl Dly (s/v) 7.6 0 9.9 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.2 - 0.2 - - HCM 7th Signalized Intersection Summary 4: Maple Ave & Foothill Blvd Future Build-out Year (2045) With Project Conditions - PM Peak Hour P:\DP -Foothill and Maple\Analysis Revised\Synchro\Maple and Foothill Residential.synSynchro 12 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 73 906 10 18 692 51 42 81 47 62 46 42 Future Volume (veh/h) 73 906 10 18 692 51 42 81 47 62 46 42 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 77 954 11 19 728 54 44 85 49 65 48 44 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 227 1397 16 121 1103 82 662 522 301 623 421 386 Arrive On Green 0.13 0.39 0.39 0.07 0.33 0.33 0.47 0.47 0.47 0.47 0.47 0.47 Sat Flow, veh/h 1781 3598 41 1781 3354 249 1304 1113 642 1256 898 824 Grp Volume(v), veh/h 77 471 494 19 386 396 44 0 134 65 0 92 Grp Sat Flow(s),veh/h/ln 1781 1777 1863 1781 1777 1826 1304 0 1755 1256 0 1722 Q Serve(g_s), s 3.2 17.7 17.7 0.8 14.9 14.9 1.6 0.0 3.5 2.5 0.0 2.4 Cycle Q Clear(g_c), s 3.2 17.7 17.7 0.8 14.9 14.9 4.0 0.0 3.5 6.0 0.0 2.4 Prop In Lane 1.00 0.02 1.00 0.14 1.00 0.37 1.00 0.48 Lane Grp Cap(c), veh/h 227 690 723 121 584 600 662 0 823 623 0 807 V/C Ratio(X)0.34 0.68 0.68 0.16 0.66 0.66 0.07 0.00 0.16 0.10 0.00 0.11 Avail Cap(c_a), veh/h 267 690 723 267 584 600 662 0 823 623 0 807 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 31.8 20.4 20.4 35.1 23.0 23.0 13.0 0.0 12.2 14.0 0.0 11.9 Incr Delay (d2), s/veh 0.9 5.4 5.2 0.6 5.8 5.6 0.2 0.0 0.4 0.3 0.0 0.3 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 7.9 8.2 0.4 6.8 7.0 0.5 0.0 1.4 0.7 0.0 0.9 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 32.7 25.8 25.5 35.7 28.8 28.6 13.2 0.0 12.6 14.3 0.0 12.2 LnGrp LOS C C C D C C B B B B Approach Vol, veh/h 1042 801 178 157 Approach Delay, s/veh 26.2 28.9 12.8 13.1 Approach LOS C C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.4 33.1 39.5 12.2 28.3 39.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 10.0 22.5 35.5 10.0 22.5 35.5 Max Q Clear Time (g_c+I1), s 2.8 19.7 8.0 5.2 16.9 6.0 Green Ext Time (p_c), s 0.0 1.6 0.7 0.1 2.3 0.9 Intersection Summary HCM 7th Control Delay, s/veh 25.1 HCM 7th LOS C ~ ~