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WARREN FEDERAL CREDIT UNION - PDP - PDP150011 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY
WARREN FEDERAL CREDIT UNION TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO JULY 2015 Prepared for: Warren Federal Credit Union 114 East r: Avenue Cheyenne, WY 82001 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 Project #1532 DELICH Warren Federal Credit Union TIS, July 2015 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Roads .............................................................................................................................. 2 Existing Traffic ................................................................................................................. 2 Existing Operation ........................................................................................................... 6 Pedestrians Facilities ...................................................................................................... 6 Bicycle Facilities .............................................................................................................. 6 Transit Facilities .............................................................................................................. 6 III. PROPOSED DEVELOPMENT ................................................................................. 9 Trip Generation ............................................................................................................... 9 Trip Distribution ............................................................................................................. 11 Background Traffic Projections ..................................................................................... 11 Trip Assignment ............................................................................................................ 11 Signal Warrants ............................................................................................................. 11 Operation Analysis ........................................................................................................ 11 Geometry ...................................................................................................................... 16 Pedestrian Level of Service ........................................................................................... 16 Bicycle Level of Service ................................................................................................ 19 Transit Level of Service ................................................................................................. 19 IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 20 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 7 2. Trip Generation ......................................................................................................... 8 3. Short Range (2020) Background Peak Hour Operation .......................................... 17 4. Short Range (2020) Total Peak Hour Operation ..................................................... 17 DELICH Warren Federal Credit Union TIS, July 2015 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry.................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 5 4. Balanced Recent Peak Hour Traffic .......................................................................... 7 5. Site Plan .................................................................................................................. 10 6. Trip Distribution ....................................................................................................... 12 7. Short Range (2020) Background Vehicle Peak Hour Traffic ................................... 13 8. Site Generated Peak Hour Traffic ........................................................................... 14 9. Short Range (2020) Total Peak Hour Traffic ........................................................... 15 10. Short Range (2020) Geometry ................................................................................ 18 APPENDICES A. Base Assumptions Packet B. Recent Peak Hour Traffic C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins LOS Standards D. Short Range (2020) Background Peak Hour Operation E. Short Range (2020) Total Peak Hour Operation F. Pedestrian/Bicycle Level of Service DELICH Warren Federal Credit Union TIS, July 2015 ASSOCIATES Page 1 I. INTRODUCTION This intermediate transportation impact study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed Warren Federal Credit Union. The proposed Warren Federal Credit Union is located in the northwest quadrant of the Limon/Iowa intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project architect (RB+B Architects), project planner (BHA Design), project engineer (Interwest), and the Fort Collins Traffic Engineering staff. This study generally conforms to the format set forth in the Fort Collins transportation impact study guidelines contained in the “Larimer County Urban Area Street Standards” (LCUASS). Appendix A contains the Transportation Impact Study Base Assumptions form and related attachments for the Warren Federal Credit Union. The study involved the following steps: Collect physical, traffic, and development data; Perform trip generation, trip distribution, and trip assignment; Determine peak hour traffic volumes; Conduct capacity and operational level of service analyses on key intersections; Analyze signal warrants; Conduct level of service evaluation of pedestrian, bicycle, and transit modes of transportation. DELICH Warren Federal Credit Union TIS, July 2015 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Warren Federal Credit Union site is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily residential or commercial. There are residential uses to the north, east, and southeast of the site. There are commercial uses south and west of the site. The center of Fort Collins lies to the northwest of the proposed Warren Federal Credit Union site. Land adjacent to the site is flat (<2% grade) from a traffic operations perspective. Roads The primary streets near Warren Federal Credit Union site are Drake Road, Limon Drive, and Iowa Drive. The existing geometry at the key intersections is shown in Figure 2. Drake Road is to the north of (adjacent to) Warren Federal Credit Union site. It is classified as a four-lane arterial west of Timberline Road and a two-lane arterial east of Timberline Road according to the Fort Collins Master Street plan. Currently, Drake Road has a two-lane cross section east of Iowa Drive. At the Drake/Iowa intersection, Drake Road has a center two-way continuous left-turn lane, one through lane in each direction, and an eastbound right-turn lane. The Drake/Iowa intersection has stop sign control on Iowa Drive. The existing speed limit in this area of Drake Road is 40 mph. Limon Drive is to the south of (adjacent to) Warren Federal Credit Union site. It is classified as a local street according to the Fort Collins Master Street Plan. Currently, Limon Drive has a two-lane cross section. At the Iowa/Limon intersection, Limon Drive has all eastbound and westbound movements combined in single lanes. The Iowa/Limon intersection has stop sign control on Limon Drive. Iowa Drive is to the east of (adjacent to) Warren Federal Credit Union site. It is classified as a local street according to the Fort Collins Master Street plan. Currently, Iowa Avenue has a two-lane cross section. At the Drake/Iowa and Iowa/Limon intersections, Iowa Drive has all movements combined into single lanes. Existing Traffic Figure 3 shows recent peak hour traffic counts at the Drake/Iowa, Iowa/Senior Living Parking Lot, and Iowa/Limon intersections. Recent count data at the Drake/Iowa intersection was obtained in June 2014. Recent count data at the Iowa/Limon and BURLINGTON NORTHERN RAILROAD Drake Timberline Illinois Iowa Limon Custer Power Trail SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES Warren Federal Credit Union TIS, July 2015 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Warren Federal Credit Union TIS, July 2015 Page 4 Limon Iowa Drake Senior Living Parking Lot - Denotes Lane AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Warren Federal Credit Union TIS, July 2015 Page 5 5/2 24/33 10/7 5/13 16/24 2/7 Limon Iowa 3/2 14/25 4/1 1/8 16/18 11/1 30/27 15/13 22/34 21/37 431/520 13/26 Drake 12/24 2/6 6/24 7/17 469/668 13/9 39/42 1/1 20/45 0/1 1/1 0/0 Senior Living Parking Lot DELICH Warren Federal Credit Union TIS, July 2015 ASSOCIATES Page 6 Iowa/Senior Living Parking Lot intersections was obtained in May 2015. Raw count data is provided in Appendix B. Since counts were performed on different days, Figure 4 shows the balanced peak hour traffic between the intersections. Existing Operation The Drake/Iowa, Iowa/Senior Living Parking Lot, and Iowa/Limon intersections were evaluated and the peak hour operation is displayed in Table 1. Calculation forms are provided in Appendix C. In the intersection operation tables, the calculated delay for each movement/leg is provided when the level of service falls in the LOS D/E/F categories. The key intersections are currently operating acceptably with existing control and geometry in the morning and afternoon peak hours. The intersections were evaluated using techniques provided in the 2010 Highway Capacity Manual (2010HCM). A description of level of service for unsignalized intersections from the 2010 Highway Capacity Manual and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. The Warren Federal Credit Union site is in an area termed “commercial corridor.” In areas termed “commercial corridor,” there is no level of service threshold for the operation at unsignalized intersections during the peak hours. Pedestrian Facilities There are pedestrian facilities along most streets in this area. Sidewalks exist along Timberline Road; Drake Road; Custer Drive; the east side of Iowa Drive, north of Limon Drive; the west side of Illinois Drive, and the north side of Limon Drive, east of Iowa Drive. Sidewalks will be incorporated within and adjacent to this development. Bicycle Facilities Bicycle lanes exist within the cross section of Timberline Road, Drake Road, and Custer Drive. The Fort Collins Bike Map shows Timberline Road, Drake Road, and Custer Drive as “streets with bike lanes.” Transit Facilities This area is served by Transfort Route 7 which runs along Drake Road, Timberline Road, Kansas Drive, and Custer Drive. AM/PM BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Warren Federal Credit Union TIS, July 2015 Page 7 5/3 25/34 10/8 5/14 16/24 2/7 Limon Iowa 3/2 14/27 4/1 1/9 16/18 11/1 30/27 15/12 22/34 21/37 431/520 13/25 Drake 13/23 2/5 6/22 7/17 469/668 13/9 40/45 1/1 20/49 0/1 1/1 0/0 Senior Living Parking Lot DELICH Warren Federal Credit Union TIS, July 2015 ASSOCIATES Page 8 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Drake/Iowa (stop sign) NB LT/T/RT D (27.0 secs) E (40.6 secs) SB LT/T/RT D (25.7 secs) F (53.8 secs) EB LT A A WB LT A A Iowa/Senior Living Parking Lot (stop sign) WB LT/RT A A SB LT/T A A Iowa/Limon (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A DELICH Warren Federal Credit Union TIS, July 2015 ASSOCIATES Page 9 III. PROPOSED DEVELOPMENT Warren Federal Credit Union is a proposed commercial development that will consist of the Warren Federal Credit Union, as well as retail and office land uses. Figure 5 shows a site plan of Warren Federal Credit Union. The site plan shows one full- movement access to/from Iowa Drive that lines up with the Senior Living Parking Lot access on the east side of the street. The short range analysis (Year 2020) includes development of the Warren Federal Credit Union site and an appropriate increase in background traffic, due to normal growth, and other approved developments in the area. The parcel to the west and within this block is not included in this development proposal. When this parcel is developed, a TIS will be required. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. A compilation of trip generation information contained in Trip Generation, 9 th Edition, ITE was used to estimate trips that would be generated by the proposed/expected use at this site. Table 2 shows the daily and peak hour trip generation for the Warren Federal Credit Union site. Full development of Warren Federal Credit Union site resulted in 778 daily weekday trip ends, 52 morning peak hour trip ends, and 87 afternoon peak hour trip ends. TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 912 Bank 2.016 KSF 148.15 298 6.89 14 5.19 10 12.15 24 12.15 24 826 Specialty Retail 8.064 KSF 44.32 358 0.76 6 0.60 5 1.19 10 1.52 12 710 General Office 11.12 KSF 11.03 122 1.37 15 0.19 2 0.25 3 1.24 14 Total 778 35 17 37 50 The “Rigden Farms Transportation Impact Study,” (RFTIS) dated January 1999 addressed the Rigden Farms Overall Development Plan (ODP). Much of the Rigden Farms site has been developed and is occupied. Warren Federal Credit Union, along with the retail/office uses, will be in the east portion of Parcel B of the Rigden Farms ODP. In the RFTIS, Parcel B had two land uses: 1) retail at 34,000 square feet and 2) a restaurant at 6000 square feet. The restaurant portion of Parcel B is not part of this proposed development. The calculated trip generation for the retail portion in Parcel B was: 1459 SCALE: 1"=60' SITE PLAN Figure 5 DELICH ASSOCIATES Warren Federal Credit Union TIS, July 2015 Page 10 LOBBY 1040 SF WFCU 2016 SF RETAIL 2352 SF RETAIL 2688 SF RETAIL 3024 SF 2nd STORY OFFICE 11,120 SF DELICH Warren Federal Credit Union TIS, July 2015 ASSOCIATES Page 11 daily weekday trip ends, 35 morning peak hour trip ends, and 127 afternoon peak hour trip ends. The calculated trip generation for the Warren Federal Credit Union proposal is: 778 daily weekday trip ends, 52 morning peak hour trip ends, and 87 afternoon peak hour trip ends. The differences in the trip generation are: 681 less daily weekday trip ends, 17 more morning peak hour trip ends, and 40 less afternoon peak hour trip ends. The daily and afternoon trip generation will be lower with the proposed development. The morning peak hour trip generation will be higher with the proposed development. However, the increase over the calculated overall morning peak hour trip generation from the RFTIS is very small (≈1 percent). This increase would not cause a noticeable change in the operation at any of the key intersections. Trip Distribution Directional distribution of the generated trips was determined for the Warren Federal Credit Union site. Figure 6 shows the vehicle trip distribution used for the Warren Federal Credit Union site. The trip distribution analysis was agreed to in the scoping emails. Background Traffic Projections Figure 7 shows the short range (2020) background peak hour traffic projections at the key intersections. The traffic at the key intersections was increased at a rate of two percent per year for the short range (2020) background traffic forecasts. Site traffic from Bucking Horse, Spring Creek Farm, and Rigden Farm Tract P was also included in the short range (2020) background forecasts. Trip Assignment Trip assignment is how the generated and distributed trips are expected to be loaded on the street system. The assigned trips are the resultant of the trip distribution process. Using the trip distribution shown in Figure 6, Figure 8 shows the assignment of the site generated peak hour vehicle traffic. The site generated vehicle traffic was combined with the background traffic to determine the total forecasted vehicle traffic at the key intersections. Figure 9 shows the short range (2020) total peak hour vehicle traffic at the key intersections. Signal Warrants As a matter of policy, traffic signals are not installed at any location unless warrants are met according to the Manual on Uniform Traffic Control Devices (MUTCD). None of the stop sign controlled intersections are expected to meet peak hour signal warrants. LOBBY 1040 SF WFCU 2016 SF RETAIL 2352 SF RETAIL 2688 SF RETAIL 3024 SF 2nd STORY OFFICE 11,120 SF Drake Illinois Iowa Limon 10% 15% 60% NOM 10% 5% SCALE: 1"=200' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Warren Federal Credit Union TIS, July 2015 Page 12 AM/PM SHORT RANGE (2020) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Warren Federal Credit Union TIS, July 2015 Page 13 6/4 29/48 11/9 5/16 18/27 2/8 Limon Iowa 3/2 30/39 4/1 1/10 18/20 12/1 34/30 17/15 25/38 24/42 511/605 15/33 Drake 25/31 2/6 10/28 8/19 544/775 15/14 46/61 1/1 36/64 0/1 1/1 0/0 Senior Living Parking Lot AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Warren Federal Credit Union TIS, July 2015 Page 14 Limon Iowa Drake Senior Living Parking Lot Site Access 10/11 1/3 3/8 2/4 2/2 5/6 3/3 25/26 11/35 6/15 5/4 10/29 NOM 1/6 20/22 NOM AM/PM SHORT RANGE (2020) TOTAL PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Warren Federal Credit Union TIS, July 2015 Page 15 7/7 32/56 13/13 7/18 18/27 2/8 Limon Iowa 3/2 35/45 4/1 4/13 18/20 12/1 34/30 17/15 25/38 24/42 511/605 35/55 Drake 35/60 2/6 11/34 8/19 544/775 20/18 Senior Living Parking Lot Site Access 10/11 36/64 0/1 25/26 46/61 1/1 11/35 0/0 6/15 1/1 0/0 0/0 DELICH Warren Federal Credit Union TIS, July 2015 ASSOCIATES Page 16 Operation Analysis Operation analyses were performed at the key intersections. The operation analyses were conducted for the short range analysis, reflecting a year 2020 condition. Using the short range (2020) background peak hour traffic volumes, the key intersections operate as indicated in Table 3. Calculation forms for these analyses are provided in Appendix D. The key intersections operate acceptably with existing control and geometry in the morning and afternoon peak hours. The calculated delays to the minor street legs at the Drake/Iowa intersection are also shown on Table 3. Using the traffic volumes shown in Figure 9, the key intersections operate in the short range (2020) total condition as indicated in Table 4. Calculation forms for these analyses are provided in Appendix E. The key intersections operate similar to the background operation with existing control and geometry in the morning and afternoon peak hours. The calculated delays to the minor street legs at the Drake/Iowa intersection are also shown on Table 4. If drivers feel that the minor street delay at this intersection is unacceptable, they will seek alternative routes. The most logical alternative route is using Custer Drive to access the Timberline/Custer and Timberline/Drake signalized intersections. Geometry The short range (2020) geometry is shown in Figure 10. The geometry at the analyzed intersections is the existing geometry. According to Figure 14 (Year 2020 Geometry) from “Rigden Farms Transportation Impact Study,” dated January 1999, all geometric improvements have been made to all the key intersections in this area of Rigden Farms. The current geometry at the Timberline/Drake intersection is more than that shown in the 1999 TIS. Pedestrian Level of Service Appendix F shows a map of the area that is within 1320 feet of the Warren Federal Credit Union site. The Warren Federal Credit Union site is located within an area termed as a “activity center,” which sets the level of service threshold at LOS B & C for all measured factors. There are six destination areas within 1320 feet of the proposed Warren Federal Credit Union: 1) Spring Creek Farm to the northwest of the site; 2) Bucking Horse to the north of the site; 3) the King Soopers commercial area adjacent to the site; 4) the residential neighborhood to the east of the site; 5) Timberline Church to the south of the site; and 6) the residential neighborhood to the west of the site. Sidewalks exist along all developed properties within the pedestrian influence area. Appendix F contains a Pedestrian LOS Worksheet. The pedestrian level of service meets the Fort Collins criteria. DELICH Warren Federal Credit Union TIS, July 2015 ASSOCIATES Page 17 TABLE 3 Short Range (2020) Background Peak Hour Operation Intersection Movement Level of Service AM PM Drake/Iowa (stop sign) NB LT/T/RT E (47.0 secs) F (102.8 secs) SB LT/T/RT E (39.1 secs) F (138.7 secs) EB LT A A WB LT A A Iowa/Senior Living Parking Lot (stop sign) WB LT/RT A A SB LT/T A A Iowa/Limon (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A TABLE 4 Short Range (2020) Total Peak Hour Operation Intersection Movement Level of Service AM PM Drake/Iowa (stop sign) NB LT/T/RT F (59.2 secs) F (285.3 secs) SB LT/T/RT E (40.7 secs) F (148.5 secs) EB LT A A WB LT A A Iowa/Senior Living Parking Lot (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A Iowa/Limon (stop sign) EB LT/T/RT A B WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A SHORT RANGE (2020) GEOMETRY Figure 10 DELICH ASSOCIATES Warren Federal Credit Union TIS, July 2015 Page 18 Limon Iowa Drake Senior Living Parking Lot - Denotes Lane Site Access DELICH Warren Federal Credit Union TIS, July 2015 ASSOCIATES Page 19 Bicycle Level of Service Based upon Fort Collins bicycle LOS criteria, there is one destination area within 1320 feet of the Warren Federal Credit Union site, as shown in Appendix F. This destination area is the King Soopers commercial area to the west of the site. There are bicycle lanes on most streets. The bicycle level of service is acceptable. The bicycle LOS Worksheet is provided in Appendix F. Transit Level of Service Currently, this area is served by transit Route 7 which runs along Drake Road, Timberline Road, Kansas Drive, and Custer Drive. There are transit stops very close to this site. DELICH Warren Federal Credit Union TIS, July 2015 ASSOCIATES Page 20 IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the impacts of the Warren Federal Credit Union development on the short range (2020) street system in the vicinity of the proposed development. As a result of this analysis, the following is concluded: • The development of the Warren Federal Credit Union site is feasible from a traffic engineering standpoint. At full development, the Warren Federal Credit Union site will generate approximately 778 daily weekday trip ends, 52 morning peak hour trip ends, and 87 afternoon peak hour trip ends. For the weekday and afternoon peak hour, this trip generation is significantly less than that shown in the original Rigden Farms TIS. • Current operation at the key intersections is acceptable with existing control and geometry. • In the short range (2020) future, given development of the Warren Federal Credit Union site and an increase in background traffic, the key intersections operate acceptably with existing control and geometry in the morning and afternoon peak hours. If drivers feel that the minor street delay at the Drake/Iowa intersection is unacceptable, they will seek alternative routes. • No additional auxiliary lanes are recommended at the key intersections. All geometric improvements recommended/required in the original Rigden Farms TIS have been made to all the intersections in this area of Rigden Farms. The current geometry at the Timberline/Drake intersection is more than that shown in the 1999 TIS. • Acceptable level of service is achieved for pedestrian, bicycle, and transit modes based upon the measures in the multi-modal transportation guidelines. APPENDIX A Chapter 4 - Attachments Attachment A Transportation Impact Study Base Assumptions Project Information Project Name WA¥:f!.fAJ Ij£P&eAL (hDIT jJAJIOAJ "Pl.US Project Location 50 cO(LA DeAAJ r AP 'bJ2. A~lT/1("t:) -UA IAJ rGe~{o.lJ TIS Assumptions ( Type of Study Full: 1J0 Intermediate: YG"" S Study Area Boundaries North: \) i? ~~& South: LUtA.ON East: /C>tOA I West: IowA Study Years Short Range: 201-0 Long Range: N!t1 Study Future Intersections Traffic Growth Rate Z3AG"1. I'"All access Ile drives I 5. I 2. befl~e-/Iow A 6. 3·L,MO,u/ {ofAJA 7. 4. •.. 8. Time Period for Study ( AM:7:00~~PM: 4:00-6:0o:JSatNoon: ;[)O Trip Generation Rates Pt-;;iZ. T. &'.9'f4 iA-r{ACClGb ') Trip Adjustment Factors PassbY:;(), C;:G:LI(;(!f!,t. F I Market: Captive NiA Overall Trip Distribution SEE ATTACHED SKETCH Mode Split Assumptions I AJ/A \ Committed Roadway Improvements A.br A-wA?& Of:::. lJ,vy '1"0 Other Traffic Studies RIGbtiiJ FA~"j(AleAt T P(SOUT H)1.APf't20vet;i - - Areas Requiring Special Study I O~':>£..;s.~ ,..:.A..R..lltr J(r..\~ >-/1\..<::' ~"'L. \ vlkJ. / ~lQ[6V~ c-..~ \L...J tlt •....o\Jv 2.. - /A(Q. •.•.\\ . Date: Apg,r L 2 q ') 2Of -- 2> \ ~{o{t~v *' S 2.. :G l(\-...\"> w~~ Traffic Engineer: 0E.L.1CbI A '3Soc! A Tg,S Local Entity Engineer: ,M,j(l~L,l,~ s.J. . I $' 1532 B4~ Page 4-34 Larimer County Urban Area Street Standards - Repealed and Reenacted April 1, 2007 Adopted by Larimer County, City of Loveland, City of Fort Collins J.-.- 7 4 04.14.15 -OFFICE/RETAIL PARKING: ON SITE= 54 ALLOWED MIN. = 37 ALLOWED MAX. = 84 PLUS 18 OFF SITE=72 -RESTAURANT PARKING: ON SITE= 57 ALLOWED MIN. = 25 ALLOWED MAX. = SO (we have too many parking spaces here) PLUS7 OFF SITE= 64 SITr RA..., NORTH 50 scale OYY~Ir.~r.! R B-±B· 1!. .CONIUlnNC;INTERWEST ' G~OVP ~ • - ARCHITECTS I I I; ( ~I t~ I ! ~ I ! I I I ill I I I !i' I ~ - ._- _.. -.- -- ._..-_.. --.--.- .- - _.. _.. ----- ._- _ -.- - -- _._----- _.._.- ~ © Trip Generation AWDTE AM Peak Hour PM Peak Hour Code Use Size Rate Tops Rate In Rate Out In Rate Rate Out E4BT ?~p (2 -rta'>~P e 1==', {-& CS'<.1 "& '- 9/2 WA~f!(i1J\':ev- Z.d'/(P 148.15" Zq{j '.8~ 14- 6;19 10 JZ.I'5" Z4. I Z.I5" 24- tfGbtT UI...)IOI..) ;!~P BZb QETAIL g~D64-44.~ 358 0.7((;, W 5' 1. gy-. QE TA IL ICSP «io 19 ,0 I. S-Z 12- liD Opf;'l~r U. I Z. 11.03 IZZ. 1.~1 I~ 0.11 z: o.~$" 3 1.z.4 ,4- «SF- Io-rAL I i 778 3~ - 17 37 ~O APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 6/5/2014 Observer: Joe Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Drake/Iowa S = straight L = left turn Time Northbound: Iowa Southbound: Iowa Total Eastbound: Drake Westbound: Drake Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 5 1 1 7 4 4 7 15 22 4 127 2 133 3 123 2 128 261 283 7:45 3 0 0 3 5 5 10 20 23 13 127 4 144 3 135 2 140 284 307 8:00 2 0 4 6 8 4 8 20 26 1 102 3 106 4 110 2 116 222 248 8:15 2 1 1 4 5 2 5 12 16 3 75 4 82 3 101 1 105 187 203 7:30-8:30 12 2 6 20 22 15 30 67 87 21 431 13 465 13 469 7 489 954 1041 PHF 0.6 0.5 0.38 0.71 0.69 0.75 0.75 0.84 0.4 0.85 0.81 0.81 0.81 0.87 0.88 0.87 0.85 4:30 4 0 10 14 10 3 4 17 31 6 139 6 151 5 159 5 169 320 351 4:45 3 1 4 8 5 5 8 18 26 12 115 8 135 0 139 1 140 275 301 5:00 8 2 6 16 7 4 3 14 30 11 130 6 147 3 197 5 205 352 382 5:15 9 3 4 16 12 1 12 25 41 8 136 6 150 1 173 6 180 330 371 4:30-5:30 24 6 24 54 34 13 27 74 128 37 520 26 583 9 668 17 694 1277 1405 PHF 0.67 0.5 0.6 0.84 0.71 0.65 0.56 0.74 0.77 0.94 0.81 0.97 0.45 0.85 0.71 0.85 0.92 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 5/14/2015 Observer: Sue Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Iowa/Limon S = straight L = left turn Time Northbound: Iowa Southbound: Iowa Total Eastbound: Limon Westbound: Limon Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 4 2 6 3 2 1 6 12 1 5 0 6 9 6 1 16 22 34 7:45 0 5 1 6 3 8 0 11 17 1 3 1 5 0 4 0 4 9 26 8:00 1 1 0 2 2 7 2 11 13 1 2 0 3 1 3 0 4 7 20 8:15 2 4 1 7 2 7 2 11 18 2 6 1 9 1 3 0 4 13 31 7:30-8:30 3 14 4 21 10 24 5 39 60 5 16 2 23 11 16 1 28 51 111 PHF 0.38 0.7 0.5 0.75 0.83 0.75 0.63 0.89 0.63 0.67 0.5 0.64 0.31 0.67 0.25 0.44 0.82 4:30 0 6 0 6 2 6 1 9 15 3 5 2 10 1 7 2 10 20 35 4:45 0 6 1 7 2 9 0 11 18 3 5 1 9 0 2 3 5 14 32 5:00 1 5 0 6 1 8 0 9 15 3 8 0 11 0 5 2 7 18 33 5:15 1 8 0 9 2 10 1 13 22 4 6 4 14 0 4 1 5 19 41 4:30-5:30 2 25 1 28 7 33 2 42 70 13 24 7 44 1 18 8 27 71 141 PHF 0.5 0.78 0.25 0.78 0.88 0.83 0.5 0.81 0.81 0.75 0.44 0.79 0.25 0.64 0.67 0.68 0.86 APPENDIX C HCM 2010 TWSC Recent AM 3: Iowa Drive & Drake Road Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 2.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 21 431 13 13 469 7 13 2 6 22 15 30 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - 100 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 25 507 15 15 552 8 15 2 7 26 18 35 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 560 0 0 507 0 0 1169 1147 507 1147 1142 556 Stage 1 - - - - - - 556 556 - 586 586 - Stage 2 - - - - - - 613 591 - 561 556 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1011 - - 1058 - - 170 199 566 176 200 531 Stage 1 - - - - - - 515 513 - 496 497 - Stage 2 - - - - - - 480 494 - 512 513 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1011 - - 1058 - - 143 191 566 167 192 531 Mov Cap-2 Maneuver - - - - - - 143 191 - 167 192 - Stage 1 - - - - - - 502 500 - 484 490 - Stage 2 - - - - - - 426 487 - 491 500 - Approach EB WB NB SB HCM Control Delay, s 0.4 0.2 27 25.7 HCM LOS D D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 188 1011 - - 1058 - - 252 HCM Lane V/C Ratio 0.131 0.024 - - 0.014 - - 0.313 HCM Control Delay (s) 27 8.7 - - 8.5 - - 25.7 HCM Lane LOS D A - - A - - D HCM 95th %tile Q(veh) 0.4 0.1 - - 0 - - 1.3 Lanes and Geometrics Recent AM 3: Iowa Drive & Drake Road Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates recent am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 100 100 100 0 0 0 0 0 Storage Lanes 1 1 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 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 Factor Frt 0.850 0.998 0.961 0.940 Flt Protected 0.950 0.950 0.970 0.984 Satd. Flow (prot) 1770 1863 1583 1770 1859 0 0 1736 0 0 1723 0 Flt Permitted 0.950 0.950 0.970 0.984 Satd. Flow (perm) 1770 1863 1583 1770 1859 0 0 1736 0 0 1723 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 324 325 209 242 Travel Time (s) 7.4 7.4 4.8 5.5 Intersection Summary Area Type: Other HCM 2010 TWSC Recent PM 3: Iowa Drive & Drake Road Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 4.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 37 520 25 9 668 17 23 5 22 34 12 27 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - 100 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 40 565 27 10 726 18 25 5 24 37 13 29 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 745 0 0 565 0 0 1422 1410 565 1415 1401 735 Stage 1 - - - - - - 646 646 - 755 755 - Stage 2 - - - - - - 776 764 - 660 646 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 863 - - 1007 - - 114 138 524 115 140 420 Stage 1 - - - - - - 460 467 - 401 417 - Stage 2 - - - - - - 390 413 - 452 467 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 863 - - 1007 - - 94 130 524 102 132 420 Mov Cap-2 Maneuver - - - - - - 94 130 - 102 132 - Stage 1 - - - - - - 439 445 - 382 413 - Stage 2 - - - - - - 348 409 - 406 445 - Approach EB WB NB SB HCM Control Delay, s 0.6 0.1 40.6 53.8 HCM LOS E F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 154 863 - - 1007 - - 149 HCM Lane V/C Ratio 0.353 0.047 - - 0.01 - - 0.533 HCM Control Delay (s) 40.6 9.4 - - 8.6 - - 53.8 HCM Lane LOS E A - - A - - F HCM 95th %tile Q(veh) 1.5 0.1 - - 0 - - 2.6 Lanes and Geometrics Recent PM 3: Iowa Drive & Drake Road Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates recent pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 100 100 100 0 0 0 0 0 Storage Lanes 1 1 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 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 Factor Frt 0.850 0.996 0.940 0.950 Flt Protected 0.950 0.950 0.977 0.977 Satd. Flow (prot) 1770 1863 1583 1770 1855 0 0 1711 0 0 1729 0 Flt Permitted 0.950 0.950 0.977 0.977 Satd. Flow (perm) 1770 1863 1583 1770 1855 0 0 1711 0 0 1729 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 324 325 209 242 Travel Time (s) 7.4 7.4 4.8 5.5 Intersection Summary Area Type: Other HCM 2010 TWSC Recent AM 9: Iowa Drive & Senior Living Parking Lot Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 1 20 0 1 40 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 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 1 24 0 1 47 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 73 24 0 0 24 0 Stage 1 24 - - - - - Stage 2 49 - - - - - 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 931 1052 - - 1591 - Stage 1 999 - - - - - Stage 2 973 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 930 1052 - - 1591 - Mov Cap-2 Maneuver 930 - - - - - Stage 1 999 - - - - - Stage 2 972 - - - - - Approach WB NB SB HCM Control Delay, s 8.4 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 1052 1591 - HCM Lane V/C Ratio - - 0.001 0.001 - HCM Control Delay (s) - - 8.4 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - Lanes and Geometrics Recent AM 9: Iowa Drive & Senior Living Parking Lot Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates recent am.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 Flt Protected 0.999 Satd. Flow (prot) 1611 0 1863 0 0 1861 Flt Permitted 0.999 Satd. Flow (perm) 1611 0 1863 0 0 1861 Link Speed (mph) 30 30 30 Link Distance (ft) 109 159 209 Travel Time (s) 2.5 3.6 4.8 Intersection Summary Area Type: Other HCM 2010 TWSC Recent PM 9: Iowa Drive & Senior Living Parking Lot Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 1 49 1 1 45 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 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 1 58 1 1 53 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 113 58 0 0 59 0 Stage 1 58 - - - - - Stage 2 55 - - - - - 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 884 1008 - - 1545 - Stage 1 965 - - - - - Stage 2 968 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 883 1008 - - 1545 - Mov Cap-2 Maneuver 883 - - - - - Stage 1 965 - - - - - Stage 2 967 - - - - - Approach WB NB SB HCM Control Delay, s 8.6 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 1008 1545 - HCM Lane V/C Ratio - - 0.001 0.001 - HCM Control Delay (s) - - 8.6 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - Lanes and Geometrics Recent PM 9: Iowa Drive & Senior Living Parking Lot Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates recent pm.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.998 Flt Protected 0.999 Satd. Flow (prot) 1611 0 1859 0 0 1861 Flt Permitted 0.999 Satd. Flow (perm) 1611 0 1859 0 0 1861 Link Speed (mph) 30 30 30 Link Distance (ft) 109 159 209 Travel Time (s) 2.5 3.6 4.8 Intersection Summary Area Type: Other HCM 2010 TWSC Recent AM 6: Iowa Drive & Limon Drive Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 5.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 5 16 2 11 16 1 3 14 4 10 25 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 6 19 2 13 19 1 4 16 5 12 29 6 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 92 84 32 92 85 19 35 0 0 21 0 0 Stage 1 56 56 - 26 26 - - - - - - - Stage 2 36 28 - 66 59 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 892 806 1042 892 805 1059 1576 - - 1595 - - Stage 1 956 848 - 992 874 - - - - - - - Stage 2 980 872 - 945 846 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 868 797 1042 867 796 1059 1576 - - 1595 - - Mov Cap-2 Maneuver 868 797 - 867 796 - - - - - - - Stage 1 953 841 - 989 871 - - - - - - - Stage 2 955 869 - 914 839 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.5 9.5 1 1.8 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1576 - - 829 830 1595 - - HCM Lane V/C Ratio 0.002 - - 0.033 0.04 0.007 - - HCM Control Delay (s) 7.3 0 - 9.5 9.5 7.3 0 - HCM Lane LOS A A - AAAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - Lanes and Geometrics Recent AM 6: Iowa Drive & Limon Drive Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates recent am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 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 Factor Frt 0.990 0.996 0.973 0.983 Flt Protected 0.989 0.981 0.992 0.987 Satd. Flow (prot) 0 1824 0 0 1820 0 0 1798 0 0 1807 0 Flt Permitted 0.989 0.981 0.992 0.987 Satd. Flow (perm) 0 1824 0 0 1820 0 0 1798 0 0 1807 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 326 307 180 159 Travel Time (s) 7.4 7.0 4.1 3.6 Intersection Summary Area Type: Other HCM 2010 TWSC Recent PM 6: Iowa Drive & Limon Drive Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 5.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 14 24 7 1 18 9 2 27 1 8 34 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 16 28 8 1 21 10 2 31 1 9 40 3 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 112 97 41 115 99 32 43 0 0 33 0 0 Stage 1 60 60 - 37 37 - - - - - - - Stage 2 52 37 - 78 62 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 866 793 1030 862 791 1042 1566 - - 1579 - - Stage 1 951 845 - 978 864 - - - - - - - Stage 2 961 864 - 931 843 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 835 787 1030 828 785 1042 1566 - - 1579 - - Mov Cap-2 Maneuver 835 787 - 828 785 - - - - - - - Stage 1 950 840 - 977 863 - - - - - - - Stage 2 927 863 - 888 838 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.6 9.4 0.5 1.3 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1566 - - 832 854 1579 - - HCM Lane V/C Ratio 0.001 - - 0.063 0.038 0.006 - - HCM Control Delay (s) 7.3 0 - 9.6 9.4 7.3 0 - HCM Lane LOS A A - AAAA- HCM 95th %tile Q(veh) 0 - - 0.2 0.1 0 - - Lanes and Geometrics Recent PM 6: Iowa Drive & Limon Drive Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates recent pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 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 Factor Frt 0.979 0.958 0.996 0.992 Flt Protected 0.985 0.998 0.997 0.991 Satd. Flow (prot) 0 1796 0 0 1781 0 0 1850 0 0 1831 0 Flt Permitted 0.985 0.998 0.997 0.991 Satd. Flow (perm) 0 1796 0 0 1781 0 0 1850 0 0 1831 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 326 307 180 159 Travel Time (s) 7.4 7.0 4.1 3.6 Intersection Summary Area Type: Other UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Intersection type Land Use (from structure plan) Commercial corridors Other corridors within: Mixed use districts Low density mixed use residential All other areas Signalized intersections (overall) D E* D D Any Leg E E D E Any Movement E E D E Stop sign control (arterial/arterial, arterial/collector or local- any approach leg) N/A F** F** E Stop sign control (collector/local--any approach leg) N/A C C C * mitigating measures required ** considered normal in an urban environment APPENDIX D HCM 2010 TWSC Short Bkgrd AM 3: Iowa Drive & Drake Road Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 4.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 24 511 15 15 544 8 25 2 10 25 17 34 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - 100 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 28 601 18 18 640 9 29 2 12 29 20 40 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 649 0 0 601 0 0 1368 1343 601 1345 1338 645 Stage 1 - - - - - - 658 658 - 680 680 - Stage 2 - - - - - - 710 685 - 665 658 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 937 - - 976 - - 124 152 500 129 153 472 Stage 1 - - - - - - 453 461 - 441 451 - Stage 2 - - - - - - 424 448 - 449 461 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 937 - - 976 - - 98 145 500 120 146 472 Mov Cap-2 Maneuver - - - - - - 98 145 - 120 146 - Stage 1 - - - - - - 439 447 - 428 443 - Stage 2 - - - - - - 364 440 - 423 447 - Approach EB WB NB SB HCM Control Delay, s 0.4 0.2 47 39.1 HCM LOS E E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 128 937 - - 976 - - 192 HCM Lane V/C Ratio 0.34 0.03 - - 0.018 - - 0.466 HCM Control Delay (s) 47 9 - - 8.8 - - 39.1 HCM Lane LOS E A - - A - - E HCM 95th %tile Q(veh) 1.4 0.1 - - 0.1 - - 2.2 Lanes and Geometrics Short Bkgrd AM 3: Iowa Drive & Drake Road Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates sb am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 100 100 100 0 0 0 0 0 Storage Lanes 1 1 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 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 Factor Frt 0.850 0.998 0.962 0.939 Flt Protected 0.950 0.950 0.967 0.984 Satd. Flow (prot) 1770 1863 1583 1770 1859 0 0 1733 0 0 1721 0 Flt Permitted 0.950 0.950 0.967 0.984 Satd. Flow (perm) 1770 1863 1583 1770 1859 0 0 1733 0 0 1721 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 324 325 209 242 Travel Time (s) 7.4 7.4 4.8 5.5 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 3: Iowa Drive & Drake Road Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 11.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 42 605 33 14 775 19 31 6 28 38 15 30 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - 100 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 46 658 36 15 842 21 34 7 30 41 16 33 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 863 0 0 658 0 0 1657 1642 658 1650 1632 853 Stage 1 - - - - - - 749 749 - 883 883 - Stage 2 - - - - - - 908 893 - 767 749 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 779 - - 930 - - 78 100 464 79 101 359 Stage 1 - - - - - - 404 419 - 340 364 - Stage 2 - - - - - - 330 360 - 395 419 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 779 - - 930 - - 58 93 464 66 94 359 Mov Cap-2 Maneuver - - - - - - 58 93 - 66 94 - Stage 1 - - - - - - 380 394 - 320 358 - Stage 2 - - - - - - 282 354 - 342 394 - Approach EB WB NB SB HCM Control Delay, s 0.6 0.2 102.8 138.7 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 99 779 - - 930 - - 101 HCM Lane V/C Ratio 0.714 0.059 - - 0.016 - - 0.893 HCM Control Delay (s) 102.8 9.9 - - 8.9 - - 138.7 HCM Lane LOS F A - - A - - F HCM 95th %tile Q(veh) 3.7 0.2 - - 0.1 - - 5.2 Lanes and Geometrics Short Bkgrd PM 3: Iowa Drive & Drake Road Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates sb pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 100 100 100 0 0 0 0 0 Storage Lanes 1 1 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 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 Factor Frt 0.850 0.996 0.943 0.950 Flt Protected 0.950 0.950 0.977 0.978 Satd. Flow (prot) 1770 1863 1583 1770 1855 0 0 1716 0 0 1731 0 Flt Permitted 0.950 0.950 0.977 0.978 Satd. Flow (perm) 1770 1863 1583 1770 1855 0 0 1716 0 0 1731 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 324 325 209 242 Travel Time (s) 7.4 7.4 4.8 5.5 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd AM 9: Iowa Drive & Senior Living Parking Lot Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 1 36 0 1 46 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 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 1 42 0 1 54 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 98 42 0 0 42 0 Stage 1 42 - - - - - Stage 2 56 - - - - - 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 901 1029 - - 1567 - Stage 1 980 - - - - - Stage 2 967 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 900 1029 - - 1567 - Mov Cap-2 Maneuver 900 - - - - - Stage 1 980 - - - - - Stage 2 966 - - - - - Approach WB NB SB HCM Control Delay, s 8.5 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 1029 1567 - HCM Lane V/C Ratio - - 0.001 0.001 - HCM Control Delay (s) - - 8.5 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - Lanes and Geometrics Short Bkgrd AM 9: Iowa Drive & Senior Living Parking Lot Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates sb am.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 Flt Protected 0.999 Satd. Flow (prot) 1611 0 1863 0 0 1861 Flt Permitted 0.999 Satd. Flow (perm) 1611 0 1863 0 0 1861 Link Speed (mph) 30 30 30 Link Distance (ft) 109 159 209 Travel Time (s) 2.5 3.6 4.8 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 9: Iowa Drive & Senior Living Parking Lot Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 1 64 1 1 61 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 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 1 75 1 1 72 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 150 76 0 0 76 0 Stage 1 76 - - - - - Stage 2 74 - - - - - 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 842 985 - - 1523 - Stage 1 947 - - - - - Stage 2 949 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 841 985 - - 1523 - Mov Cap-2 Maneuver 841 - - - - - Stage 1 947 - - - - - Stage 2 948 - - - - - Approach WB NB SB HCM Control Delay, s 8.7 0 0.1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 985 1523 - HCM Lane V/C Ratio - - 0.001 0.001 - HCM Control Delay (s) - - 8.7 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - Lanes and Geometrics Short Bkgrd PM 9: Iowa Drive & Senior Living Parking Lot Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates sb pm.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.998 Flt Protected 0.999 Satd. Flow (prot) 1611 0 1859 0 0 1861 Flt Permitted 0.999 Satd. Flow (perm) 1611 0 1859 0 0 1861 Link Speed (mph) 30 30 30 Link Distance (ft) 109 159 209 Travel Time (s) 2.5 3.6 4.8 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd AM 6: Iowa Drive & Limon Drive Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 4.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 5 18 2 12 18 1 3 30 4 11 29 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 6 21 2 14 21 1 4 35 5 13 34 7 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 120 111 38 120 112 38 41 0 0 40 0 0 Stage 1 64 64 - 45 45 - - - - - - - Stage 2 56 47 - 75 67 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 855 779 1034 855 778 1034 1568 - - 1570 - - Stage 1 947 842 - 969 857 - - - - - - - Stage 2 956 856 - 934 839 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 829 770 1034 828 769 1034 1568 - - 1570 - - Mov Cap-2 Maneuver 829 770 - 828 769 - - - - - - - Stage 1 944 835 - 966 854 - - - - - - - Stage 2 928 853 - 901 832 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.7 9.7 0.6 1.7 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1568 - - 798 798 1570 - - HCM Lane V/C Ratio 0.002 - - 0.037 0.046 0.008 - - HCM Control Delay (s) 7.3 0 - 9.7 9.7 7.3 0 - HCM Lane LOS A A - AAAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - Lanes and Geometrics Short Bkgrd AM 6: Iowa Drive & Limon Drive Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates sb am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 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 Factor Frt 0.991 0.996 0.985 0.982 Flt Protected 0.990 0.981 0.995 0.988 Satd. Flow (prot) 0 1828 0 0 1820 0 0 1826 0 0 1807 0 Flt Permitted 0.990 0.981 0.995 0.988 Satd. Flow (perm) 0 1828 0 0 1820 0 0 1826 0 0 1807 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 326 307 180 159 Travel Time (s) 7.4 7.0 4.1 3.6 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 6: Iowa Drive & Limon Drive Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 4.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 16 27 8 1 20 10 2 39 1 9 48 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 19 31 9 1 23 12 2 45 1 10 56 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 147 130 58 150 132 46 60 0 0 47 0 0 Stage 1 79 79 - 51 51 - - - - - - - Stage 2 68 51 - 99 81 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 821 761 1008 818 759 1023 1544 - - 1560 - - Stage 1 930 829 - 962 852 - - - - - - - Stage 2 942 852 - 907 828 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 788 755 1008 780 753 1023 1544 - - 1560 - - Mov Cap-2 Maneuver 788 755 - 780 753 - - - - - - - Stage 1 929 823 - 961 851 - - - - - - - Stage 2 905 851 - 858 822 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.9 9.6 0.3 1.1 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1544 - - 797 824 1560 - - HCM Lane V/C Ratio 0.002 - - 0.074 0.044 0.007 - - HCM Control Delay (s) 7.3 0 - 9.9 9.6 7.3 0 - HCM Lane LOS A A - AAAA- HCM 95th %tile Q(veh) 0 - - 0.2 0.1 0 - - Lanes and Geometrics Short Bkgrd PM 6: Iowa Drive & Limon Drive Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates sb pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 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 Factor Frt 0.979 0.955 0.997 0.990 Flt Protected 0.984 0.999 0.998 0.993 Satd. Flow (prot) 0 1794 0 0 1777 0 0 1853 0 0 1831 0 Flt Permitted 0.984 0.999 0.998 0.993 Satd. Flow (perm) 0 1794 0 0 1777 0 0 1853 0 0 1831 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 326 307 180 159 Travel Time (s) 7.4 7.0 4.1 3.6 Intersection Summary Area Type: Other APPENDIX E HCM 2010 TWSC Short Total AM 3: Iowa Drive & Drake Road Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 24 511 35 20 544 8 35 2 11 25 17 34 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - 100 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 28 601 41 24 640 9 41 2 13 29 20 40 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 649 0 0 601 0 0 1380 1354 601 1357 1350 645 Stage 1 - - - - - - 658 658 - 692 692 - Stage 2 - - - - - - 722 696 - 665 658 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 937 - - 976 - - 122 150 500 126 150 472 Stage 1 - - - - - - 453 461 - 434 445 - Stage 2 - - - - - - 418 443 - 449 461 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 937 - - 976 - - 96 142 500 116 142 472 Mov Cap-2 Maneuver - - - - - - 96 142 - 116 142 - Stage 1 - - - - - - 439 447 - 421 434 - Stage 2 - - - - - - 356 432 - 422 447 - Approach EB WB NB SB HCM Control Delay, s 0.4 0.3 59.2 40.7 HCM LOS F E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 120 937 - - 976 - - 187 HCM Lane V/C Ratio 0.471 0.03 - - 0.024 - - 0.478 HCM Control Delay (s) 59.2 9 - - 8.8 - - 40.7 HCM Lane LOS F A - - A - - E HCM 95th %tile Q(veh) 2.1 0.1 - - 0.1 - - 2.3 Lanes and Geometrics Short Total AM 3: Iowa Drive & Drake Road Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates st am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 100 100 100 0 0 0 0 0 Storage Lanes 1 1 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 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 Factor Frt 0.850 0.998 0.969 0.939 Flt Protected 0.950 0.950 0.965 0.984 Satd. Flow (prot) 1770 1863 1583 1770 1859 0 0 1742 0 0 1721 0 Flt Permitted 0.950 0.950 0.965 0.984 Satd. Flow (perm) 1770 1863 1583 1770 1859 0 0 1742 0 0 1721 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 324 325 209 242 Travel Time (s) 7.4 7.4 4.8 5.5 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 3: Iowa Drive & Drake Road Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 24.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 42 605 55 18 775 19 60 6 34 38 15 30 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - 100 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 46 658 60 20 842 21 65 7 37 41 16 33 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 863 0 0 658 0 0 1665 1651 658 1663 1641 853 Stage 1 - - - - - - 749 749 - 892 892 - Stage 2 - - - - - - 916 902 - 771 749 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 779 - - 930 - - 77 99 464 77 100 359 Stage 1 - - - - - - 404 419 - 337 360 - Stage 2 - - - - - - 326 356 - 393 419 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 779 - - 930 - - ~ 57 91 464 63 92 359 Mov Cap-2 Maneuver - - - - - - ~ 57 91 - 63 92 - Stage 1 - - - - - - 380 394 - 317 352 - Stage 2 - - - - - - 277 348 - 335 394 - Approach EB WB NB SB HCM Control Delay, s 0.6 0.2 285.3 148.5 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 84 779 - - 930 - - 98 HCM Lane V/C Ratio 1.294 0.059 - - 0.021 - - 0.921 HCM Control Delay (s) 285.3 9.9 - - 9 - - 148.5 HCM Lane LOS F A - - A - - F HCM 95th %tile Q(veh) 8.1 0.2 - - 0.1 - - 5.4 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes and Geometrics Short Total PM 3: Iowa Drive & Drake Road Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates st pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 100 100 100 0 0 0 0 0 Storage Lanes 1 1 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 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 Factor Frt 0.850 0.996 0.954 0.950 Flt Protected 0.950 0.950 0.971 0.978 Satd. Flow (prot) 1770 1863 1583 1770 1855 0 0 1726 0 0 1731 0 Flt Permitted 0.950 0.950 0.971 0.978 Satd. Flow (perm) 1770 1863 1583 1770 1855 0 0 1726 0 0 1731 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 324 325 209 242 Travel Time (s) 7.4 7.4 4.8 5.5 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 9: Iowa Drive & Site Access/Senior Living Parking Lot Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 11 0 6 0 0 1 10 36 0 1 46 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 13 0 7 0 0 1 12 42 0 1 54 29 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 137 137 69 141 152 42 84 0 0 42 0 0 Stage 1 71 71 - 66 66 - - - - - - - Stage 2 66 66 - 75 86 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 834 754 994 829 740 1029 1513 - - 1567 - - Stage 1 939 836 - 945 840 - - - - - - - Stage 2 945 840 - 934 824 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 827 747 994 817 733 1029 1513 - - 1567 - - Mov Cap-2 Maneuver 827 747 - 817 733 - - - - - - - Stage 1 931 835 - 937 833 - - - - - - - Stage 2 936 833 - 926 823 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.2 8.5 1.6 0.1 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1513 - - 879 1029 1567 - - HCM Lane V/C Ratio 0.008 - - 0.023 0.001 0.001 - - HCM Control Delay (s) 7.4 0 - 9.2 8.5 7.3 0 - HCM Lane LOS A A - AAAA- HCM 95th %tile Q(veh) 0 - - 0.1 0 0 - - Lanes and Geometrics Short Total AM 9: Iowa Drive & Site Access/Senior Living Parking Lot Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates st am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 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 Factor Frt 0.953 0.865 0.953 Flt Protected 0.969 0.989 0.999 Satd. Flow (prot) 0 1720 0 0 1611 0 0 1842 0 0 1773 0 Flt Permitted 0.969 0.989 0.999 Satd. Flow (perm) 0 1720 0 0 1611 0 0 1842 0 0 1773 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 95 109 159 209 Travel Time (s) 2.2 2.5 3.6 4.8 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 9: Iowa Drive & Site Access/Senior Living Parking Lot Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 35 0 15 0 0 1 11 64 1 1 61 26 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 41 0 18 0 0 1 13 75 1 1 72 31 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 191 191 87 200 207 76 102 0 0 76 0 0 Stage 1 89 89 - 102 102 - - - - - - - Stage 2 102 102 - 98 105 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 769 704 971 759 690 985 1490 - - 1523 - - Stage 1 918 821 - 904 811 - - - - - - - Stage 2 904 811 - 908 808 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 762 697 971 740 683 985 1490 - - 1523 - - Mov Cap-2 Maneuver 762 697 - 740 683 - - - - - - - Stage 1 910 820 - 896 804 - - - - - - - Stage 2 895 804 - 891 807 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.8 8.7 1.1 0.1 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1490 - - 815 985 1523 - - HCM Lane V/C Ratio 0.009 - - 0.072 0.001 0.001 - - HCM Control Delay (s) 7.4 0 - 9.8 8.7 7.4 0 - HCM Lane LOS A A - AAAA- HCM 95th %tile Q(veh) 0 - - 0.2 0 0 - - Lanes and Geometrics Short Total PM 9: Iowa Drive & Site Access/Senior Living Parking Lot Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates st pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 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 Factor Frt 0.959 0.865 0.998 0.960 Flt Protected 0.966 0.993 Satd. Flow (prot) 0 1726 0 0 1611 0 0 1846 0 0 1788 0 Flt Permitted 0.966 0.993 Satd. Flow (perm) 0 1726 0 0 1611 0 0 1846 0 0 1788 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 95 109 159 209 Travel Time (s) 2.2 2.5 3.6 4.8 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 6: Iowa Drive & Limon Drive Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 4.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 7 18 2 12 18 4 3 35 4 13 32 7 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 8 21 2 14 21 5 4 41 5 15 38 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 136 125 42 135 127 44 46 0 0 46 0 0 Stage 1 72 72 - 51 51 - - - - - - - Stage 2 64 53 - 84 76 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 835 765 1029 836 764 1026 1562 - - 1562 - - Stage 1 938 835 - 962 852 - - - - - - - Stage 2 947 851 - 924 832 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 805 755 1029 808 754 1026 1562 - - 1562 - - Mov Cap-2 Maneuver 805 755 - 808 754 - - - - - - - Stage 1 935 827 - 959 849 - - - - - - - Stage 2 916 848 - 889 824 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.8 9.7 0.5 1.8 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1562 - - 783 798 1562 - - HCM Lane V/C Ratio 0.002 - - 0.041 0.05 0.01 - - HCM Control Delay (s) 7.3 0 - 9.8 9.7 7.3 0 - HCM Lane LOS A A - AAAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 - - Lanes and Geometrics Short Total AM 6: Iowa Drive & Limon Drive Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates st am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 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 Factor Frt 0.991 0.983 0.986 0.982 Flt Protected 0.987 0.983 0.996 0.988 Satd. Flow (prot) 0 1822 0 0 1800 0 0 1829 0 0 1807 0 Flt Permitted 0.987 0.983 0.996 0.988 Satd. Flow (perm) 0 1822 0 0 1800 0 0 1829 0 0 1807 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 326 307 180 159 Travel Time (s) 7.4 7.0 4.1 3.6 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 6: Iowa Drive & Limon Drive Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 4.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 18 27 8 1 20 13 2 45 1 13 56 7 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 31 9 1 23 15 2 52 1 15 65 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 176 157 69 178 161 53 73 0 0 53 0 0 Stage 1 99 99 - 58 58 - - - - - - - Stage 2 77 58 - 120 103 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 786 735 994 784 731 1014 1527 - - 1553 - - Stage 1 907 813 - 954 847 - - - - - - - Stage 2 932 847 - 884 810 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 749 727 994 745 723 1014 1527 - - 1553 - - Mov Cap-2 Maneuver 749 727 - 745 723 - - - - - - - Stage 1 906 805 - 953 846 - - - - - - - Stage 2 892 846 - 833 802 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.1 9.7 0.3 1.3 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1527 - - 766 813 1553 - - HCM Lane V/C Ratio 0.002 - - 0.08 0.049 0.01 - - HCM Control Delay (s) 7.4 0 - 10.1 9.7 7.3 0 - HCM Lane LOS A A - BAAA- HCM 95th %tile Q(veh) 0 - - 0.3 0.2 0 - - Lanes and Geometrics Short Total PM 6: Iowa Drive & Limon Drive Warren Federal Credit Union 6/25/2015 Synchro 9 Light Report Delich Associates st pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 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 Factor Frt 0.980 0.948 0.998 0.988 Flt Protected 0.983 0.999 0.998 0.992 Satd. Flow (prot) 0 1794 0 0 1764 0 0 1855 0 0 1826 0 Flt Permitted 0.983 0.999 0.998 0.992 Satd. Flow (perm) 0 1794 0 0 1764 0 0 1855 0 0 1826 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 326 307 180 159 Travel Time (s) 7.4 7.0 4.1 3.6 Intersection Summary Area Type: Other APPENDIX F LOBBY 1040 SF WFCU 2016 SF RETAIL 2352 SF RETAIL 2688 SF RETAIL 3024 SF 2nd STORY OFFICE 11,120 SF Drake Timberline Illinois Iowa Limon Custer SCALE: 1"=400' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Warren Federal Credit Union TIS, June 2015 Pedestrian LOS Worksheet Project Location Classification: Activity Center Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security Spring Creek Farm Residential Minimum B B C B B 1 Actual A B C B B Proposed A B C B B Bucking Horse Residential Minimum B B C B B 2 Actual A B A A A Proposed A B A A A King Soopers Shopping Center Commercial Minimum B B C B B 3 Actual A A A A A Proposed A A A A A Neighborhood to the east of the site Residential Minimum B B C B B 4 Actual A B A B A Proposed A B A B A Timberline Church Institutional Minimum B B C B B 5 Actual A B A B A Proposed A B A B A Neighborhood to the west of the site Residential Minimum B B C B B 6 Actual A B C B B Proposed A B C B B Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed LOBBY 1040 SF WFCU 2016 SF RETAIL 2352 SF RETAIL 2688 SF RETAIL 3024 SF 2nd STORY OFFICE 11,120 SF Drake Timberline Illinois Iowa Limon Custer SCALE: 1"=400' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Warren Federal Credit Union TIS, June 2015 Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C B B Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification King Soopers Shopping 1 Center Commercial C A A 2 3 4