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HomeMy WebLinkAboutMAINSTREET HEALTH & WELLNESS SUITES - PDP - PDP140018 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYMAINSTREET TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO OCTOBER 2014 Prepared for: Cole & Associates, Inc. Power House at Union Square 401 South 18th Street, Suite 200 St. Louis, MO 63103 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 Project #1483 TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Streets ............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pedestrian Facilities ........................................................................................................ 5 Bicycle Facilities .............................................................................................................. 5 Transit Facilities .............................................................................................................. 5 III. PROPOSED DEVELOPMENT ................................................................................. 8 Trip Generation ............................................................................................................... 8 Trip Distribution ............................................................................................................... 8 Background Traffic Projections ..................................................................................... 11 Trip Assignment ............................................................................................................ 11 Signal Warrants ............................................................................................................. 11 Operation Analysis ........................................................................................................ 11 Geometry ...................................................................................................................... 16 Pedestrian Level of Service ........................................................................................... 16 Bicycle Level of Service ................................................................................................ 16 Transit Level of Service ................................................................................................. 16 IV. CONCLUSIONS .................................................................................................... 18 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 7 2. Trip Generation ......................................................................................................... 8 3. Short Range (2019) Background Peak Hour Operation .......................................... 15 4. Short Range (2019) Total Peak Hour Operation ..................................................... 15 DELICH Mainstreet TIS, October 2014 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry.................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Site Plan .................................................................................................................... 9 5. Trip Distribution ....................................................................................................... 10 6. Short Range (2019) Background Peak Hour Traffic ................................................ 12 7. Site Generated Peak Hour Traffic ........................................................................... 13 8. Short Range (2019) Total Peak Hour Traffic ........................................................... 14 9. Short Range (2019) Geometry ................................................................................ 17 APPENDICES A. Base Assumptions Form B. Peak Hour Traffic Counts C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins Motor Vehicle LOS Standards (Intersections) D. Short Range (2019) Background Peak Hour Operation E. Short Range (2019) Total Peak Hour Operation F. Pedestrian/Bicycle Level of Service Worksheets DELICH Mainstreet TIS, October 2014 ASSOCIATES I. INTRODUCTION This Intermediate transportation impact study (TIS) addresses the capacity, geometric, and control requirements for the proposed Mainstreet development. The proposed Mainstreet development is located in the northeast quadrant of the future Ziegler/Precision intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project engineering consultants (Cole & Associates/Aspen Engineering) and Fort Collins Traffic Operations. This study generally conforms to the format set forth in the Fort Collins TIS Guidelines in the “Larimer County Urban Area Street Standards” (LCUASS). A scoping discussion was held with the Fort Collins Traffic Engineering staff. The Transportation Impact Study Base Assumptions form and related documents are provided in Appendix A. 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 Mainstreet TIS, October 2014 ASSOCIATES Page 1 II. EXISTING CONDITIONS The location of Mainstreet 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 commercial, industrial, or residential. There are residential uses to the west and southeast of the site. There are commercial uses to the north of the site. There are industrial uses north and east of the site. The center of Fort Collins lies to the northwest of the proposed Mainstreet site. Streets The primary streets near the Mainstreet site are Ziegler Road, Timberwood Drive, and Precision Drive. Figure 2 shows a schematic of the existing geometry at the Ziegler/Timberwood-Intel North Access and Ziegler/Intel South Access intersections. Ziegler Road is west of (adjacent to) the proposed Mainstreet site. Ziegler Road is classified as a four-lane arterial street, north of Rock Creek Drive and a two-lane arterial street, south of Rock Creek Drive on the Fort Collins Master Street Plan. Currently, Ziegler Road has a four-lane cross section with auxiliary lanes north of Rock Creek Drive and has a two-lane cross section with auxiliary lanes south of Rock Creek Drive. At the Ziegler/Timberwood-Intel North Access intersection, Ziegler Road has northbound and southbound left-turn lanes and two through lanes in each direction. At the Ziegler/Intel South Access intersection, Ziegler Road has a southbound left-turn lane and two through lanes in each direction. The Ziegler/Intel South Access intersection has stop sign control on the Intel South Access. The existing speed limit in this area is 40 mph. Timberwood Drive is classified as a collector street on the Fort Collins Master Street Plan. It serves commercial land uses along Harmony Road and connects to Corbett Drive and the PVH Harmony Campus to the west. The east leg at the Ziegler/Timberwood intersection is the Intel North Access. At the Ziegler/Timberwood- Intel North Access intersection, Timberwood Drive and the Intel North Access have all movements combined in single approach lanes. The Ziegler/Timberwood-Intel North Access intersection has stop sign control on Timberwood Drive and the Intel North Access. Precision Drive is classified as an industrial local street. The Ziegler/Precision intersection does not exist. Precision Drive currently exists east of Technology Parkway. Precision Drive will be extended to Ziegler Road with the development of Mainstreet. DELICH Mainstreet TIS, October 2014 ASSOCIATES Page 2 Harmony Kechter Mainstreet Rock Creek Precision Ziegler Timberwood Lady Moon Technology SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES Mainstreet TIS, October 2014 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Mainstreet TIS, October 2014 Page 4 Intel South Timberwood Intel North Ziegler - Denotes Lane Existing Traffic Recent peak hour traffic volumes at the Ziegler/Timberwood-Intel North Access and Ziegler/Intel South Access intersections are shown in Figure 3. The counts at the Ziegler/Timberwood-Intel North Access intersection were obtained in October 2014. Raw traffic count data is provided in Appendix B. The traffic volumes at the Ziegler/Intel South Access were synthesized based upon the traffic volumes at the Ziegler/Timberwood-Intel North Access intersection and discussions with an Intel representative. The Intel South Access is used by trucks and an occasional passenger car vehicle type. Existing Operation The Ziegler/Timberwood-Intel North Access and Ziegler/Intel South Access intersections were evaluated and the peak hour operation is displayed in Table 1. Calculation forms are provided in Appendix C. The Ziegler/Timberwood-Intel North Access and Ziegler/Intel South Access 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. 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 Mainstreet site is in an area termed “all other areas.” In areas termed “all other areas,” acceptable operation at unsignalized intersections during the peak hours is defined as level of service E or better for any approach leg for an arterial/collector intersection and an arterial/local intersection. Pedestrian Facilities There are sidewalks adjacent to developed properties along Ziegler Road, Timberwood Drive, and the existing portions of Precision Drive within the pedestrian influence area. Many of the street cross section elements were built prior to the current standards. Therefore, some of the sidewalks may be considered to be substandard. Bicycle Facilities There are bicycle lanes along Ziegler Road within the study area. Transit Facilities Currently, this area of Fort Collins is served by Transfort Route 16. Route 16 operates primarily along Harmony Road and Ziegler Road. DELICH Mainstreet TIS, October 2014 ASSOCIATES Page 5 AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Mainstreet TIS, October 2014 Page 6 Intel South Timberwood Intel North Ziegler 75/24 611/379 25/2 52/58 290/618 30/5 18/41 0/1 27/52 1/45 0/2 0/8 314/676 3/2 709/402 3/0 2/3 0/1 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Ziegler/Timberwood-Intel North Access (stop sign) EB LT/T/RT C C WB LT/T/RT B B NB LT A A SB LT A A Ziegler/Intel South Access (stop sign) WB LT/RT B B SB LT A A DELICH Mainstreet TIS, October 2014 ASSOCIATES Page 7 III. PROPOSED DEVELOPMENT Mainstreet is a residential rehabilitation facility development with 100 beds. Figure 4 shows a site plan of Mainstreet. The short range analysis (Year 2019) includes development of Mainstreet and an appropriate increase in background traffic due to normal growth and other potential developments in the area. The site plan shows a new driveway for the Mainstreet site. There will only be one driveway in this area. The driveway location will be resolved as this proposal proceeds. It will be shared by Mainstreet and Intel. There will also be access to/from the future extension of Precision Drive. 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 contain in Trip Generation, 9 th Edition, ITE was used to estimate the trips that would be generated by the proposed/expected uses at this site. It was determined that Assisted Living (Code 254) was the land use that best fit the Mainstreet site. A trip is defined as a one-way vehicle movement from origin to destination. Table 2 shows the expected trip generation on a daily and peak hour basis. The trip generation of Mainstreet development resulted in 274 daily trip ends, 18 morning peak hour trip ends, and 30 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 254 Assisted Living 100 Beds 2.74 274 0.12 12 0.06 6 0.145 15 0.145 15 Trip Distribution Trip distribution for the Mainstreet development was based on existing/future travel patterns, land uses in the area, consideration of trip attractions in Fort Collins, and engineering judgment. Figure 5 shows the trip distribution for the short range (2019) analysis future. The trip distribution was agreed to by City of Fort Collins staff in the scoping discussions. DELICH Mainstreet TIS, October 2014 ASSOCIATES Page 8 SCALE: 1"=100' SITE PLAN Figure 4 DELICH ASSOCIATES Mainstreet TIS, October 2014 Page 9 Harmony Rock Creek Precision Ziegler Timberwood NOM 5% 80% 15% SCALE: 1"=400' TRIP DISTRIBUTION Figure 5 DELICH ASSOCIATES Mainstreet TIS, October 2014 Page 10 Background Traffic Projections Figure 6 shows the short range (2019) background traffic projections. Background traffic projections for the short range future horizon were obtained by reviewing the North Front Range Regional Transportation Plan and various traffic studies prepared for this area of Fort Collins. Based upon these sources, it was determined that traffic volumes on Ziegler Road and Timberwood Drive would increase by approximately 2% per year in the short range future. The background traffic growth was agreed to by City of Fort Collins staff in the scoping discussions. Traffic from Kechter Farm was included in the short range (2019) background forecasts. For analysis purposes, Precision Drive was assumed to be extended to Ziegler Road. Traffic from various developments within the Harmony Tech Park were reassigned to the extension of Precision Drive. 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. Figure 7 shows the site generated peak hour traffic assignment. Figure 8 shows the short range (2019) total (site plus background) peak hour traffic assignment. 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. The Ziegler/ Timberwood-Intel North Access and Ziegler/Precision stop sign controlled intersections will not meet signal warrants in the future. Operation Analysis Operation analyses were performed at the Ziegler/Timberwood-Intel North Access, Ziegler/Site Access, and Ziegler/Precision intersections. The operation analyses were conducted for the short range future, reflecting year 2019 conditions. Using the traffic volumes shown in Figure 6, the key intersections operate in the short range (2019) background traffic future, with the existing geometry, as indicated in Table 3. Calculation forms for these analyses are provided in Appendix D. The key intersections will operate acceptably. Using the traffic volumes shown in Figure 8, the key intersections operate in the short range (2019) total traffic future, with the existing geometry and signal timing, as indicated in Table 4. Calculation forms for these analyses are provided in Appendix E. The key intersections will operate acceptably. DELICH Mainstreet TIS, October 2014 ASSOCIATES Page 11 AM/PM SHORT RANGE (2019) BACKGROUND PEAK HOUR TRAFFIC Figure 6 DELICH ASSOCIATES Mainstreet TIS, October 2014 Page 12 Precision Intel South Timberwood Intel North Ziegler 347/746 95/58 784/443 6/3 52/105 2/8 83/26 727/523 25/2 57/64 415/740 30/5 20/45 0/1 30/57 1/45 0/2 0/8 442/803 3/2 833/548 3/0 2/3 0/1 AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Mainstreet TIS, October 2014 Page 13 Site Access Timberwood Intel North Ziegler 1/1 1/1 1/1 1/1 0/1 0/1 1/1 9/12 0/1 1/1 5/12 1/1 0/1 5/12 10/12 0/1 Precision 0/2 NOM NOM 2/2 Site Access AM/PM SHORT RANGE (2019) TOTAL PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Mainstreet TIS, October 2014 Page 14 Site Access Timberwood Intel North Ziegler 348/747 96/59 785/444 7/4 52/106 2/9 83/27 732/535 25/2 57/64 425/752 30/5 20/45 0/1 30/58 1/45 0/2 0/8 443/804 12/14 833/549 4/1 7/15 1/2 Precision 0/2 NOM NOM 54/113 2/2 101/61 Site Access TABLE 3 Short Range (2019) Background Peak Hour Operation Intersection Movement Level of Service AM PM Ziegler/Timberwood-Intel North Access (stop sign) EB LT/T/RT C E WB LT/T/RT B C NB LT A B SB LT A A Ziegler/Intel South Access (stop sign) WB LT/RT B B SB LT B A Ziegler/Precision (stop sign) WB LT/RT B B SB LT B A TABLE 4 Short Range (2019) Total Peak Hour Operation Intersection Movement Level of Service AM PM Ziegler/Timberwood-Intel North Access (stop sign) EB LT/T/RT D E WB LT/T/RT B C NB LT A B SB LT A A Ziegler/Intel South Access (stop sign) WB LT/RT B B SB LT B A Ziegler/Precision (stop sign) WB LT/RT B B SB LT B A Precision/Site Access (stop sign) SB LT/RT A A EB LT/T A A DELICH Mainstreet TIS, October 2014 ASSOCIATES Page 15 DELICH Mainstreet TIS, October 2014 ASSOCIATES Page 16 Geometry Figure 9 shows a schematic of the required short range (2019) geometry. This is the existing geometry at the Ziegler/Timberwood-Intel North Access and Ziegler/Site Access intersections. The distance from the Mainstreet Driveway to Timberwood Drive is 460 feet. There is a northbound left-turn lane (100 feet plus bay taper at 55 feet) approaching Timberwood Drive. The storage component, using the forecasted traffic (Figure 8) is 100 feet for this northbound left-turn lane. South of this left-turn lane, Ziegler Road is striped as a continuous left-turn lane to the bay taper of the southbound left-turn lane approaching Rock Creek Drive. The distance from the Mainstreet Driveway to future Precision Drive is 460 feet. There are no streets or driveways on the west side of Ziegler Road between Timberwood Drive and Rock Creek Drive. The southbound left-turn storage components, using the forecasted traffic (Figure 8), are 50 feet approaching the Mainstreet Driveway and 100 feet approaching Precision Drive. The storage component of 50 feet can be provided at either Ziegler Road driveway location. It is recommended that the existing continuous left-turn lane striping remain. Pedestrian Level of Service Appendix F shows a map of the area that is within 1320 feet of the Mainstreet site. There will be five pedestrian destinations within 1320 feet of Mainstreet site. These are: 1) the Harmony Tech Park to the north, south, and east of the site; 2) the residential area to the west of the site, and 3) the commercial area to the northwest of the site. This site is in an area type termed “other.” The Pedestrian LOS Worksheet is provided in Appendix F. The minimum level of service for “other” is C for all areas of evaluation. Sidewalks exists on the route to destination areas 2 and 3. Sidewalks will be constructed with the extension of Precision Drive. Therefore, the pedestrian level of service will be acceptable to all destination areas. Bicycle Level of Service Appendix F shows a map of the area that is within 1320 feet of Mainstreet development. There will be one bicycle destination within 1320 feet of Mainstreet development. This is the commercial area to the northwest of the site. The Bicycle LOS Worksheet is provided in Appendix F. The base level of service is C for the bicycle destination. This site is connected to Ziegler Road. Therefore, it is concluded that level of service B can be achieved. Transit Level of Service This area of Fort Collins is served by Transfort Route 16. Route 16 operates primarily along Harmony Road and Ziegler Road. SHORT RANGE (2019) GEOMETRY Figure 9 DELICH ASSOCIATES Mainstreet TIS, October 2014 Page 17 Site Access Timberwood Intel North Ziegler Precision Site Access - Denotes Lane IV. CONCLUSIONS This study assessed the impacts of Mainstreet on the street system in the vicinity of the proposed development in the short range (2019) and long range (2035) future. As a result of this analysis, the following is concluded: - The development of Mainstreet is feasible from a traffic engineering standpoint. At full development, Mainstreet will generate approximately 274 daily trip ends, 18 morning peak hour trip ends, and 30 afternoon peak hour trip ends. - All intersections operate acceptably with the existing traffic and geometry. - The Ziegler/Timberwood-Intel North Access and Ziegler/Precision stop sign controlled intersections will not meet signal warrants in the future. - In the short range (2019) future, given development of Mainstreet and an increase in background traffic, the key intersections will operate acceptably. - The short range (2019) geometry is shown in Figure 9. This is the current geometry. - Acceptable level of service is achieved for pedestrian, bicycle, and transit modes based upon the measures in the multi-modal transportation guidelines and the Fort Collins Pedestrian Plan. DELICH Mainstreet TIS, October 2014 ASSOCIATES Page 18 APPENDIX A .-~- _----------~----~C~h~,a~p~ffi~r~4~-~A~t~ta~c~hm~en~m~----------_ ---------- Attachment A Transportation Impact Study Base Assumptions Project Information Study Intersections TIS Assumptions I Type of Study 1 full: IJC) !lntermediate: Y'e- s f Study Area Boundaries North: /iA.<B/JR. ~D I South: R~&"cl fil D~ I i..' ~"':"'---------------+-=Eas-{-: -":'S~I:":y.'-.:.!.e~ ":"A-c'7. =C-GSS IWest:ZSGt..€R. L All access drives 5. IStudy Years .. ; future Traffic Growth Rate Short Range: zo I ~ (e ~"'~<> ILong Range: "VIA 1__ ..... (~4.-'="'.~, -;;r;-,.=••_=- ~~o-;--:,~~~g::::-:1r-:. :~::--:-N:-------:-~----j! ! Tim:, e~I.:..)e~ri::o_=_d~fo:f.:.S=.::tu:. :.:d:::y --+:LA~. ~1•v.1:. _7_. :_OO_-_9_:0_I]J4:Ly;:; =7i:;,:v19: =4=:O=O==~6=-:v::::;y~S_at_. _O_O_D.:..;..{}.:...:::O:'-" __ -l h~ipGeneration Rates rtr.e. T C. 9v<TlA.r"-Aei+e;;; ( i Mode Split Assumptions - NOT J 1 S IG'NlP<CA..ur I Trip Adjustment Factors Passby: I r Captive 0'Ii r I -Overaf! ----Trip ---Distribution --~------------fl. ---~----IV --S_-E_-A E_~~~~~~~1~~~~-A___ TT A_C_H__-ED _ Market: S_K_E_T_C_N -,H_-~ -n ----4 _1 I Committed Roadway Improvements I Cfr¥ ?12 ov I't>G"" IOJ,., T~-C~S-tu-d-it.:-~S-~---~--t;+:i-G'C~U-, ! -' -"'(f-e.-. --.hA-=- f:-M-(-::r~S-IIk;--ft-'f'-kAr-r-,iJ-· d,-.d .·b,.•.• ----------i 1Rsil I;I ..sss: ) Sg<t.GIU .;t. \J Tk',q M0'0 q~p-{c II,) hOe. ~ T P \)eVE'"LOi=>M I fUrs OGTCEeR 'D) 20[4- Traffic Engineer: L>GL/CIJ. ~ 14rG;lS Local Entity Engineer: .1lL&:d{ /1/1<", <:::::=:: \'0 . I ~ . l tj Are-as Requiring Special Study Date: Pago 4--34 u,rirrtcrCOUfTty Urhan An)'b SlT<xlt Stand.ara..- Flc"cofBul!nd Re"n<1ctoO Aprtl1, :2007 Adopted by larimer County, Cily of Loveland. 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CITY OF FORT COLlIIIS, COLORADO UTILITY PLAN APPROVAL APF'IlO~D: tmm~rI! =-- E'M '~IDII full""'iLR ulim =-- ,4~s/5reD LtVIJJ'- (~'bG 254) VAf(A8t..&- OC-CoP,eD lSe~s 100 '6e1:>S "DAlt.q (2.74)- 274 -r:e. ~ A M OU1- l,{) - [(o.o.o~ ,~) - - ''Z (p >? 18 T:e ~ -. PM OUT- IAJ,(CO. O.'45')t4~) -,- ';t"?OJ) 301.§. *- I\lvf<'5(}jG. U(f)ue (C.ube GZO) VA.R,{ABl.~- &05 tOO B<YbS DAll.C( (2. 74-) ~ 214 TB.· _ B<SlT='.4q)(~B9.()'z z.6:>C> T-~. 4M 1/J(iJ.,?--) •... 1;. ?r7. T.&r. . oUT r 0 ~0 5) - v j PM $N(O.07)- 7_ 7Z-CT'&. OUT Co. J ~\ - I 7 ) ceSc..OMl--tLYAJt) US, N&. eo,;& 2 -54- .• APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 10/14/2014 Observer: Carl Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Ziegler/Timberwood-Intel Access S = straight L = left turn Time Northbound: Ziegler Southbound: Ziegler Total Eastbound: Timberwood Westbound: Intel Access Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:15 7 150 3 160 6 23 12 41 201 4 0 15 19 0 0 0 0 19 220 7:30 19 143 2 164 6 53 9 68 232 2 0 4 6 0 0 1 1 7 239 7:45 21 176 5 202 6 123 21 150 352 7 0 6 13 0 0 0 0 13 365 8:00 28 142 15 185 12 91 10 113 298 5 0 2 7 0 0 0 0 7 305 # 8:15 18 108 10 136 14 30 21 65 201 4 2 2 8 0 0 1 1 9 210 # 8:30 15 98 9 122 12 31 19 62 184 3 0 0 3 0 0 0 0 3 187 # 7:15-8:15 75 611 25 711 30 290 52 372 1083 18 0 27 45 0 0 1 1 46 1129 PHF 0.67 0.87 0.42 0.88 0.63 0.59 0.62 0.62 0.64 n/a 0.45 0.59 n/a n/a 0.25 0.25 0.77 4:15 0 30 0 30 0 141 0 141 171 6 0 4 10 0 0 0 0 10 181 4:30 6 77 1 84 2 144 10 156 240 8 0 6 14 1 0 11 12 26 266 4:45 5 119 0 124 1 140 15 156 280 10 0 13 23 2 0 17 19 42 322 5:00 7 93 0 100 1 186 20 207 307 10 1 19 30 1 1 9 11 41 348 # 5:15 6 90 1 97 1 148 13 162 259 13 0 14 27 4 1 8 13 40 299 # 5:30 6 91 0 97 0 124 12 136 233 12 0 4 16 3 0 6 9 25 258 # 4:30-5:30 24 379 2 405 5 618 58 681 1086 41 1 52 94 8 2 45 55 149 1235 PHF 0.86 0.8 0.5 0.82 0.63 0.83 0.73 0.82 0.79 0.25 0.68 0.78 0.5 0.5 0.66 0.72 0.89 APPENDIX C HCM 2010 TWSC Recent AM 3: Ziegler Road & Timberwood Drive/Intel North Access Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 18 0 27 0 0 1 75 611 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - - - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 0 32 0 0 1 88 719 29 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 978 1367 201 1151 1383 374 402 0 0 Stage 1 442 442 - 910 910 - - - - Stage 2 536 925 - 241 473 - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - Pot Cap-1 Maneuver 205 146 806 153 143 623 1153 - - Stage 1 564 575 - 296 352 - - - - Stage 2 496 346 - 741 557 - - - - Platoon blocked, % -- Mov Cap-1 Maneuver 187 129 806 134 127 623 1153 - - Mov Cap-2 Maneuver 187 129 - 134 127 - - - - Stage 1 521 551 - 273 325 - - - - Stage 2 457 320 - 683 534 - - - - Approach EB WB NB HCM Control Delay, s 17.2 10.8 0.9 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1153 - - 347 623 856 - - HCM Lane V/C Ratio 0.077 - - 0.153 0.002 0.041 - - HCM Control Delay (s) 8.4 - - 17.2 10.8 9.4 - - HCM Lane LOS A - - C B A - - HCM 95th %tile Q(veh) 0.2 - - 0.5 0 0.1 - - HCM 2010 TWSC Recent AM 3: Ziegler Road & Timberwood Drive/Intel North Access Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 30 290 52 Conflicting Peds, #/hr 0 0 0 Sign Control Free Free Free RT Channelized - - None Storage Length 250 - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 85 85 85 Heavy Vehicles, % 2 2 2 Mvmt Flow 35 341 61 Major/Minor Major2 Conflicting Flow All 748 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.14 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.22 - - Pot Cap-1 Maneuver 856 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 856 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0.8 HCM LOS Minor Lane/Major Mvmt Lanes and Geometrics Recent AM 3: Ziegler Road & Timberwood Drive/Intel North Access Mainstreet 10/20/2014 Synchro 8 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 0 250 0 250 0 Storage Lanes 0 0 0 0 1 0 1 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 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor Frt 0.918 0.865 0.994 0.977 Flt Protected 0.981 0.950 0.950 Satd. Flow (prot) 0 1678 0 0 1611 0 1770 3518 0 1770 3458 0 Flt Permitted 0.981 0.950 0.950 Satd. Flow (perm) 0 1678 0 0 1611 0 1770 3518 0 1770 3458 0 Link Speed (mph) 30 30 35 35 Link Distance (ft) 328 308 323 451 Travel Time (s) 7.5 7.0 6.3 8.8 Intersection Summary Area Type: Other HCM 2010 TWSC Recent PM 3: Ziegler Road & Timberwood Drive/Intel North Access Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 41 1 52 8 2 45 24 379 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - - - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 46 1 58 9 2 51 27 426 2 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 1006 1220 380 840 1252 214 760 0 0 Stage 1 738 738 - 481 481 - - - - Stage 2 268 482 - 359 771 - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - Pot Cap-1 Maneuver 195 179 618 258 171 791 848 - - Stage 1 376 422 - 535 552 - - - - Stage 2 714 552 - 632 408 - - - - Platoon blocked, % -- Mov Cap-1 Maneuver 176 172 618 226 165 791 848 - - Mov Cap-2 Maneuver 176 172 - 226 165 - - - - Stage 1 364 420 - 518 534 - - - - Stage 2 644 534 - 568 406 - - - - Approach EB WB NB HCM Control Delay, s 24.3 12.7 0.6 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 848 - - 291 527 1128 - - HCM Lane V/C Ratio 0.032 - - 0.363 0.117 0.005 - - HCM Control Delay (s) 9.4 - - 24.3 12.7 8.2 - - HCM Lane LOS A - - C B A - - HCM 95th %tile Q(veh) 0.1 - - 1.6 0.4 0 - - HCM 2010 TWSC Recent PM 3: Ziegler Road & Timberwood Drive/Intel North Access Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 5 618 58 Conflicting Peds, #/hr 0 0 0 Sign Control Free Free Free RT Channelized - - None Storage Length 250 - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 89 89 89 Heavy Vehicles, % 2 2 2 Mvmt Flow 6 694 65 Major/Minor Major2 Conflicting Flow All 428 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.14 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.22 - - Pot Cap-1 Maneuver 1128 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 1128 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0.1 HCM LOS Minor Lane/Major Mvmt Lanes and Geometrics Recent PM 3: Ziegler Road & Timberwood Drive/Intel North Access Mainstreet 10/20/2014 Synchro 8 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 0 250 0 250 0 Storage Lanes 0 0 0 0 1 0 1 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 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor Frt 0.925 0.889 0.999 0.987 Flt Protected 0.979 0.993 0.950 0.950 Satd. Flow (prot) 0 1687 0 0 1644 0 1770 3536 0 1770 3493 0 Flt Permitted 0.979 0.993 0.950 0.950 Satd. Flow (perm) 0 1687 0 0 1644 0 1770 3536 0 1770 3493 0 Link Speed (mph) 30 30 35 35 Link Distance (ft) 328 308 323 451 Travel Time (s) 7.5 7.0 6.3 8.8 Intersection Summary Area Type: Other HCM 2010 TWSC Recent AM 6: Ziegler Road & Intel South Access Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 2 709 3 3 314 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 - - - 150 - 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 2 834 4 4 369 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1028 419 0 0 838 0 Stage 1 836 - - - - - Stage 2 192 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 230 583 - - 792 - Stage 1 386 - - - - - Stage 2 822 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 229 583 - - 792 - Mov Cap-2 Maneuver 229 - - - - - Stage 1 386 - - - - - Stage 2 818 - - - - - Approach WB NB SB HCM Control Delay, s 11.2 0 0.1 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 583 792 - HCM Lane V/C Ratio - - 0.004 0.004 - HCM Control Delay (s) - - 11.2 9.6 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0 0 - Lanes and Geometrics Recent AM 6: Ziegler Road & Intel South Access Mainstreet 10/20/2014 Synchro 8 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 0 150 Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt 0.865 0.999 Flt Protected 0.950 Satd. Flow (prot) 1611 0 3536 0 1770 3539 Flt Permitted 0.950 Satd. Flow (perm) 1611 0 3536 0 1770 3539 Link Speed (mph) 30 30 30 Link Distance (ft) 311 1183 323 Travel Time (s) 7.1 26.9 7.3 Intersection Summary Area Type: Other HCM 2010 TWSC Recent PM 6: Ziegler Road & Intel South Access Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 1 3 402 0 2 676 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 - - - 150 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 3 452 0 2 760 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 836 226 0 0 452 0 Stage 1 452 - - - - - Stage 2 384 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 306 777 - - 1105 - Stage 1 608 - - - - - Stage 2 658 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 305 777 - - 1105 - Mov Cap-2 Maneuver 305 - - - - - Stage 1 608 - - - - - Stage 2 657 - - - - - Approach WB NB SB HCM Control Delay, s 11.5 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 560 1105 - HCM Lane V/C Ratio - - 0.008 0.002 - HCM Control Delay (s) - - 11.5 8.3 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0 0 - Lanes and Geometrics Recent PM 6: Ziegler Road & Intel South Access Mainstreet 10/20/2014 Synchro 8 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 0 150 Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt 0.899 Flt Protected 0.988 0.950 Satd. Flow (prot) 1655 0 3539 0 1770 3539 Flt Permitted 0.988 0.950 Satd. Flow (perm) 1655 0 3539 0 1770 3539 Link Speed (mph) 30 30 30 Link Distance (ft) 311 1183 323 Travel Time (s) 7.1 26.9 7.3 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 (City Limits) Motor Vehicle LOS Standards (Intersections) Land Use (from structure plan) Other corridors within: Intersection type Commercial corridors Mixed use districts Low density mixed use residential All other areas Signalized intersections (overall) DE*DD Any Leg EEDE Any Movement EEDE Stop sign control (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: Ziegler Road & Timberwood Drive/Intel North Access Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 20 0 30 0 0 1 83 727 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - - - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 24 0 35 0 0 1 98 855 29 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 1215 1672 278 1380 1691 442 555 0 0 Stage 1 592 592 - 1065 1065 - - - - Stage 2 623 1080 - 315 626 - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - Pot Cap-1 Maneuver 137 95 719 104 92 563 1011 - - Stage 1 460 492 - 238 297 - - - - Stage 2 440 293 - 671 475 - - - - Platoon blocked, % -- Mov Cap-1 Maneuver 122 82 719 88 79 563 1011 - - Mov Cap-2 Maneuver 122 82 - 88 79 - - - - Stage 1 415 469 - 215 268 - - - - Stage 2 397 265 - 609 453 - - - - Approach EB WB NB HCM Control Delay, s 24.5 11.4 0.9 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1011 - - 243 563 760 - - HCM Lane V/C Ratio 0.097 - - 0.242 0.002 0.046 - - HCM Control Delay (s) 8.9 - - 24.5 11.4 10 - - HCM Lane LOS A - - C B A - - HCM 95th %tile Q(veh) 0.3 - - 0.9 0 0.1 - - HCM 2010 TWSC Short Bkgrd AM 3: Ziegler Road & Timberwood Drive/Intel North Access Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 30 415 57 Conflicting Peds, #/hr 0 0 0 Sign Control Free Free Free RT Channelized - - None Storage Length 250 - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 85 85 85 Heavy Vehicles, % 2 2 2 Mvmt Flow 35 488 67 Major/Minor Major2 Conflicting Flow All 885 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.14 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.22 - - Pot Cap-1 Maneuver 760 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 760 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0.6 HCM LOS Minor Lane/Major Mvmt Lanes and Geometrics Short Bkgrd AM 3: Ziegler Road & Timberwood Drive/Intel North Access Mainstreet 10/20/2014 Synchro 8 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 0 250 0 250 0 Storage Lanes 0 0 0 0 1 0 1 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 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor Frt 0.920 0.865 0.995 0.982 Flt Protected 0.980 0.950 0.950 Satd. Flow (prot) 0 1679 0 0 1611 0 1770 3522 0 1770 3476 0 Flt Permitted 0.980 0.950 0.950 Satd. Flow (perm) 0 1679 0 0 1611 0 1770 3522 0 1770 3476 0 Link Speed (mph) 30 30 35 35 Link Distance (ft) 328 308 323 451 Travel Time (s) 7.5 7.0 6.3 8.8 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 3: Ziegler Road & Timberwood Drive/Intel North Access Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 3.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 45 1 57 8 2 45 26 523 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - - - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 51 1 64 9 2 51 29 588 2 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 1232 1527 452 1075 1562 295 903 0 0 Stage 1 879 879 - 647 647 - - - - Stage 2 353 648 - 428 915 - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - Pot Cap-1 Maneuver 133 116 555 174 111 701 749 - - Stage 1 309 363 - 426 465 - - - - Stage 2 637 464 - 575 350 - - - - Platoon blocked, % -- Mov Cap-1 Maneuver 117 111 555 148 106 701 749 - - Mov Cap-2 Maneuver 117 111 - 148 106 - - - - Stage 1 297 361 - 410 447 - - - - Stage 2 565 446 - 504 348 - - - - Approach EB WB NB HCM Control Delay, s 42.1 15.6 0.5 HCM LOS E C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 749 - - 208 401 982 - - HCM Lane V/C Ratio 0.039 - - 0.556 0.154 0.006 - - HCM Control Delay (s) 10 - - 42.1 15.6 8.7 - - HCM Lane LOS B - - E C A - - HCM 95th %tile Q(veh) 0.1 - - 3 0.5 0 - - HCM 2010 TWSC Short Bkgrd PM 3: Ziegler Road & Timberwood Drive/Intel North Access Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 5 740 64 Conflicting Peds, #/hr 0 0 0 Sign Control Free Free Free RT Channelized - - None Storage Length 250 - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 89 89 89 Heavy Vehicles, % 2 2 2 Mvmt Flow 6 831 72 Major/Minor Major2 Conflicting Flow All 590 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.14 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.22 - - Pot Cap-1 Maneuver 982 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 982 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0.1 HCM LOS Minor Lane/Major Mvmt Lanes and Geometrics Short Bkgrd PM 3: Ziegler Road & Timberwood Drive/Intel North Access Mainstreet 10/20/2014 Synchro 8 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 0 250 0 250 0 Storage Lanes 0 0 0 0 1 0 1 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 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor Frt 0.926 0.889 0.999 0.988 Flt Protected 0.978 0.993 0.950 0.950 Satd. Flow (prot) 0 1687 0 0 1644 0 1770 3536 0 1770 3497 0 Flt Permitted 0.978 0.993 0.950 0.950 Satd. Flow (perm) 0 1687 0 0 1644 0 1770 3536 0 1770 3497 0 Link Speed (mph) 30 30 35 35 Link Distance (ft) 328 308 323 451 Travel Time (s) 7.5 7.0 6.3 8.8 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd AM 6: Ziegler Road & Intel South Access Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 2 833 3 3 442 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 - - - 150 - 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 2 980 4 4 520 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1249 492 0 0 984 0 Stage 1 982 - - - - - Stage 2 267 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 165 522 - - 698 - Stage 1 323 - - - - - Stage 2 754 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 164 522 - - 698 - Mov Cap-2 Maneuver 264 - - - - - Stage 1 323 - - - - - Stage 2 750 - - - - - Approach WB NB SB HCM Control Delay, s 11.9 0 0.1 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 522 698 - HCM Lane V/C Ratio - - 0.005 0.005 - HCM Control Delay (s) - - 11.9 10.2 - HCM Lane LOS - - B B - HCM 95th %tile Q(veh) - - 0 0 - Lanes and Geometrics Short Bkgrd AM 6: Ziegler Road & Intel South Access Mainstreet 10/20/2014 Synchro 8 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 0 150 Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt 0.865 0.999 Flt Protected 0.950 Satd. Flow (prot) 1611 0 3536 0 1770 3539 Flt Permitted 0.950 Satd. Flow (perm) 1611 0 3536 0 1770 3539 Link Speed (mph) 30 30 30 Link Distance (ft) 311 570 323 Travel Time (s) 7.1 13.0 7.3 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 6: Ziegler Road & Intel South Access Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 1 3 548 0 2 803 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 - - - 150 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 3 616 0 2 902 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1072 308 0 0 616 0 Stage 1 616 - - - - - Stage 2 456 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 215 688 - - 960 - Stage 1 501 - - - - - Stage 2 605 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 215 688 - - 960 - Mov Cap-2 Maneuver 347 - - - - - Stage 1 501 - - - - - Stage 2 604 - - - - - Approach WB NB SB HCM Control Delay, s 11.6 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 552 960 - HCM Lane V/C Ratio - - 0.008 0.002 - HCM Control Delay (s) - - 11.6 8.8 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0 0 - Lanes and Geometrics Short Bkgrd PM 6: Ziegler Road & Intel South Access Mainstreet 10/20/2014 Synchro 8 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 0 150 Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt 0.899 Flt Protected 0.988 0.950 Satd. Flow (prot) 1655 0 3539 0 1770 3539 Flt Permitted 0.988 0.950 Satd. Flow (perm) 1655 0 3539 0 1770 3539 Link Speed (mph) 30 30 30 Link Distance (ft) 311 570 323 Travel Time (s) 7.1 13.0 7.3 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd AM 8: Ziegler Road & Precision Drive Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 1.4 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 2 52 784 6 95 347 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 - - - 250 - 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 2 61 922 7 112 408 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1354 465 0 0 929 0 Stage 1 926 - - - - - Stage 2 428 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 141 544 - - 732 - Stage 1 346 - - - - - Stage 2 625 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 119 544 - - 732 - Mov Cap-2 Maneuver 119 - - - - - Stage 1 346 - - - - - Stage 2 529 - - - - - Approach WB NB SB HCM Control Delay, s 13.6 0 2.3 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 480 732 - HCM Lane V/C Ratio - - 0.132 0.153 - HCM Control Delay (s) - - 13.6 10.8 - HCM Lane LOS - - B B - HCM 95th %tile Q(veh) - - 0.5 0.5 - Lanes and Geometrics Short Bkgrd AM 8: Ziegler Road & Precision Drive Mainstreet 10/20/2014 Synchro 8 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 0 250 Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt 0.869 0.999 Flt Protected 0.998 0.950 Satd. Flow (prot) 1615 0 3536 0 1770 3539 Flt Permitted 0.998 0.950 Satd. Flow (perm) 1615 0 3536 0 1770 3539 Link Speed (mph) 30 30 30 Link Distance (ft) 303 652 570 Travel Time (s) 6.9 14.8 13.0 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 8: Ziegler Road & Precision Drive Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 1.4 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 8 105 443 3 58 746 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 - - - 250 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 9 118 498 3 65 838 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1048 251 0 0 501 0 Stage 1 499 - - - - - Stage 2 549 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 223 749 - - 1059 - Stage 1 575 - - - - - Stage 2 542 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 209 749 - - 1059 - Mov Cap-2 Maneuver 209 - - - - - Stage 1 575 - - - - - Stage 2 509 - - - - - Approach WB NB SB HCM Control Delay, s 12.1 0 0.6 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 633 1059 - HCM Lane V/C Ratio - - 0.201 0.062 - HCM Control Delay (s) - - 12.1 8.6 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.7 0.2 - Lanes and Geometrics Short Bkgrd PM 8: Ziegler Road & Precision Drive Mainstreet 10/20/2014 Synchro 8 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 0 250 Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt 0.875 0.999 Flt Protected 0.996 0.950 Satd. Flow (prot) 1623 0 3536 0 1770 3539 Flt Permitted 0.996 0.950 Satd. Flow (perm) 1623 0 3536 0 1770 3539 Link Speed (mph) 30 30 30 Link Distance (ft) 303 652 570 Travel Time (s) 6.9 14.8 13.0 Intersection Summary Area Type: Other APPENDIX E HCM 2010 TWSC Short Total AM 3: Ziegler Road & Timberwood Drive/Intel North Access Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 20 0 30 0 0 1 83 732 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - - - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 24 0 35 0 0 1 98 861 29 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 1230 1690 284 1392 1709 445 567 0 0 Stage 1 604 604 - 1071 1071 - - - - Stage 2 626 1086 - 321 638 - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - Pot Cap-1 Maneuver 134 92 713 101 90 561 1001 - - Stage 1 452 486 - 236 295 - - - - Stage 2 439 291 - 665 469 - - - - Platoon blocked, % -- Mov Cap-1 Maneuver 119 79 713 86 77 561 1001 - - Mov Cap-2 Maneuver 119 79 - 86 77 - - - - Stage 1 408 464 - 213 266 - - - - Stage 2 395 263 - 603 447 - - - - Approach EB WB NB HCM Control Delay, s 25 11.4 0.9 HCM LOS D B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1001 - - 238 561 757 - - HCM Lane V/C Ratio 0.098 - - 0.247 0.002 0.047 - - HCM Control Delay (s) 9 - - 25 11.4 10 - - HCM Lane LOS A - - D B A - - HCM 95th %tile Q(veh) 0.3 - - 0.9 0 0.1 - - HCM 2010 TWSC Short Total AM 3: Ziegler Road & Timberwood Drive/Intel North Access Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 30 425 57 Conflicting Peds, #/hr 0 0 0 Sign Control Free Free Free RT Channelized - - None Storage Length 250 - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 85 85 85 Heavy Vehicles, % 2 2 2 Mvmt Flow 35 500 67 Major/Minor Major2 Conflicting Flow All 891 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.14 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.22 - - Pot Cap-1 Maneuver 757 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 757 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0.6 HCM LOS Minor Lane/Major Mvmt Lanes and Geometrics Short Total AM 3: Ziegler Road & Timberwood Drive/Intel North Access Mainstreet 10/20/2014 Synchro 8 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 0 250 0 250 0 Storage Lanes 0 0 0 0 1 0 1 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 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor Frt 0.920 0.865 0.995 0.982 Flt Protected 0.980 0.950 0.950 Satd. Flow (prot) 0 1679 0 0 1611 0 1770 3522 0 1770 3476 0 Flt Permitted 0.980 0.950 0.950 Satd. Flow (perm) 0 1679 0 0 1611 0 1770 3522 0 1770 3476 0 Link Speed (mph) 30 30 35 35 Link Distance (ft) 328 308 323 451 Travel Time (s) 7.5 7.0 6.3 8.8 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 3: Ziegler Road & Timberwood Drive/Intel North Access Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 3.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 45 1 58 8 2 45 27 535 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - - - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 51 1 65 9 2 51 30 601 2 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 1254 1556 458 1097 1591 302 917 0 0 Stage 1 892 892 - 663 663 - - - - Stage 2 362 664 - 434 928 - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - Pot Cap-1 Maneuver 128 112 550 168 106 694 740 - - Stage 1 303 358 - 417 457 - - - - Stage 2 629 456 - 570 345 - - - - Platoon blocked, % -- Mov Cap-1 Maneuver 113 107 550 142 101 694 740 - - Mov Cap-2 Maneuver 113 107 - 142 101 - - - - Stage 1 291 356 - 400 438 - - - - Stage 2 557 438 - 498 343 - - - - Approach EB WB NB HCM Control Delay, s 44.3 16 0.5 HCM LOS E C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 740 - - 203 390 971 - - HCM Lane V/C Ratio 0.041 - - 0.576 0.158 0.006 - - HCM Control Delay (s) 10.1 - - 44.3 16 8.7 - - HCM Lane LOS B - - E C A - - HCM 95th %tile Q(veh) 0.1 - - 3.1 0.6 0 - - HCM 2010 TWSC Short Total PM 3: Ziegler Road & Timberwood Drive/Intel North Access Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 5 752 64 Conflicting Peds, #/hr 0 0 0 Sign Control Free Free Free RT Channelized - - None Storage Length 250 - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 89 89 89 Heavy Vehicles, % 2 2 2 Mvmt Flow 6 845 72 Major/Minor Major2 Conflicting Flow All 603 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.14 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.22 - - Pot Cap-1 Maneuver 971 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 971 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0.1 HCM LOS Minor Lane/Major Mvmt Lanes and Geometrics Short Total PM 3: Ziegler Road & Timberwood Drive/Intel North Access Mainstreet 10/20/2014 Synchro 8 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 0 250 0 250 0 Storage Lanes 0 0 0 0 1 0 1 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 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor Frt 0.925 0.889 0.988 Flt Protected 0.979 0.993 0.950 0.950 Satd. Flow (prot) 0 1687 0 0 1644 0 1770 3539 0 1770 3497 0 Flt Permitted 0.979 0.993 0.950 0.950 Satd. Flow (perm) 0 1687 0 0 1644 0 1770 3539 0 1770 3497 0 Link Speed (mph) 30 30 35 35 Link Distance (ft) 328 308 323 451 Travel Time (s) 7.5 7.0 6.3 8.8 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 6: Ziegler Road & Intel South Access Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 1 7 833 4 12 443 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 - - - 150 - 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 1 8 980 5 14 521 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1271 492 0 0 985 0 Stage 1 982 - - - - - Stage 2 289 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 160 522 - - 697 - Stage 1 323 - - - - - Stage 2 735 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 157 522 - - 697 - Mov Cap-2 Maneuver 260 - - - - - Stage 1 323 - - - - - Stage 2 720 - - - - - Approach WB NB SB HCM Control Delay, s 12.9 0 0.3 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 464 697 - HCM Lane V/C Ratio - - 0.02 0.02 - HCM Control Delay (s) - - 12.9 10.3 - HCM Lane LOS - - B B - HCM 95th %tile Q(veh) - - 0.1 0.1 - Lanes and Geometrics Short Total AM 6: Ziegler Road & Intel South Access Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates st 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 0 150 Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt 0.880 0.999 Flt Protected 0.994 0.950 Satd. Flow (prot) 1629 0 3536 0 1770 3539 Flt Permitted 0.994 0.950 Satd. Flow (perm) 1629 0 3536 0 1770 3539 Link Speed (mph) 30 30 30 Link Distance (ft) 311 570 323 Travel Time (s) 7.1 13.0 7.3 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 6: Ziegler Road & Intel South Access Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 2 15 549 1 14 804 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 - - - 150 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 17 617 1 16 903 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1100 309 0 0 618 0 Stage 1 617 - - - - - Stage 2 483 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 206 687 - - 958 - Stage 1 501 - - - - - Stage 2 586 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 203 687 - - 958 - Mov Cap-2 Maneuver 337 - - - - - Stage 1 501 - - - - - Stage 2 576 - - - - - Approach WB NB SB HCM Control Delay, s 11.1 0 0.2 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 612 958 - HCM Lane V/C Ratio - - 0.031 0.016 - HCM Control Delay (s) - - 11.1 8.8 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.1 0.1 - Lanes and Geometrics Short Total PM 6: Ziegler Road & Intel South Access Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates st 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 0 150 Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt 0.879 Flt Protected 0.995 0.950 Satd. Flow (prot) 1629 0 3539 0 1770 3539 Flt Permitted 0.995 0.950 Satd. Flow (perm) 1629 0 3539 0 1770 3539 Link Speed (mph) 30 30 30 Link Distance (ft) 311 570 323 Travel Time (s) 7.1 13.0 7.3 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 8: Ziegler Road & Precision Drive Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 1.4 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 2 52 785 7 96 348 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 - - - 250 - 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 2 61 924 8 113 409 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1359 466 0 0 932 0 Stage 1 928 - - - - - Stage 2 431 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 140 543 - - 730 - Stage 1 345 - - - - - Stage 2 623 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 118 543 - - 730 - Mov Cap-2 Maneuver 118 - - - - - Stage 1 345 - - - - - Stage 2 527 - - - - - Approach WB NB SB HCM Control Delay, s 13.7 0 2.3 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 479 730 - HCM Lane V/C Ratio - - 0.133 0.155 - HCM Control Delay (s) - - 13.7 10.8 - HCM Lane LOS - - B B - HCM 95th %tile Q(veh) - - 0.5 0.5 - Lanes and Geometrics Short Total AM 8: Ziegler Road & Precision Drive Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates st 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 0 250 Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt 0.869 0.999 Flt Protected 0.998 0.950 Satd. Flow (prot) 1615 0 3536 0 1770 3539 Flt Permitted 0.998 0.950 Satd. Flow (perm) 1615 0 3536 0 1770 3539 Link Speed (mph) 30 30 30 Link Distance (ft) 462 652 570 Travel Time (s) 10.5 14.8 13.0 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 8: Ziegler Road & Precision Drive Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 1.4 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 9 106 444 4 59 747 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 - - - 250 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 10 119 499 4 66 839 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1053 252 0 0 503 0 Stage 1 501 - - - - - Stage 2 552 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 222 748 - - 1058 - Stage 1 574 - - - - - Stage 2 541 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 208 748 - - 1058 - Mov Cap-2 Maneuver 208 - - - - - Stage 1 574 - - - - - Stage 2 507 - - - - - Approach WB NB SB HCM Control Delay, s 12.3 0 0.6 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 622 1058 - HCM Lane V/C Ratio - - 0.208 0.063 - HCM Control Delay (s) - - 12.3 8.6 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.8 0.2 - Lanes and Geometrics Short Total PM 8: Ziegler Road & Precision Drive Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates st 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 0 250 Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt 0.875 0.999 Flt Protected 0.996 0.950 Satd. Flow (prot) 1623 0 3536 0 1770 3539 Flt Permitted 0.996 0.950 Satd. Flow (perm) 1623 0 3536 0 1770 3539 Link Speed (mph) 30 30 30 Link Distance (ft) 462 652 570 Travel Time (s) 10.5 14.8 13.0 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 10: Precision Drive & Site Access Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 2 101 54 0 0 0 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 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 119 64 0 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 64 0 - 0 188 64 Stage 1 - - - - 64 - Stage 2 - - - - 124 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1538 - - - 801 1000 Stage 1 - - - - 959 - Stage 2 - - - - 902 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1538 - - - 800 1000 Mov Cap-2 Maneuver - - - - 800 - Stage 1 - - - - 959 - Stage 2 - - - - 901 - Approach EB WB SB HCM Control Delay, s 0.1 0 0 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1538 ---- HCM Lane V/C Ratio 0.002 ---- HCM Control Delay (s) 7.3 0 - - 0 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 ---- Lanes and Geometrics Short Total AM 10: Precision Drive & Site Access Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates st am.syn Lane Group EBL EBT WBT WBR SBL SBR 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 0 0 1 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 Flt Protected 0.999 Satd. Flow (prot) 0 1861 1863 0 1863 0 Flt Permitted 0.999 Satd. Flow (perm) 0 1861 1863 0 1863 0 Link Speed (mph) 30 30 30 Link Distance (ft) 462 270 180 Travel Time (s) 10.5 6.1 4.1 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 10: Precision Drive & Site Access Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 2 61 113 0 0 2 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 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 72 133 0 0 2 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 133 0 - 0 209 133 Stage 1 - - - - 133 - Stage 2 - - - - 76 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1452 - - - 779 916 Stage 1 - - - - 893 - Stage 2 - - - - 947 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1452 - - - 778 916 Mov Cap-2 Maneuver - - - - 778 - Stage 1 - - - - 893 - Stage 2 - - - - 946 - Approach EB WB SB HCM Control Delay, s 0.2 0 8.9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1452 - - - 916 HCM Lane V/C Ratio 0.002 - - - 0.003 HCM Control Delay (s) 7.5 0 - - 8.9 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0 Lanes and Geometrics Short Total PM 10: Precision Drive & Site Access Mainstreet 10/20/2014 Synchro 8 Light Report Delich Associates st pm.syn Lane Group EBL EBT WBT WBR SBL SBR 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 0 0 1 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) 0 1861 1863 0 1611 0 Flt Permitted 0.999 Satd. Flow (perm) 0 1861 1863 0 1611 0 Link Speed (mph) 30 30 30 Link Distance (ft) 462 270 180 Travel Time (s) 10.5 6.1 4.1 Intersection Summary Area Type: Other APPENDIX F Harmony Rock Creek Precision Ziegler Timberwood Technology SCALE: 1"=600' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Mainstreet TIS, October 2014 Pedestrian LOS Worksheet Project Location Classification: Other 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 Harmony Tech Park Industrial/ Commercial Minimum C C C C C 1 Actual A D N/A C B Proposed A C N/A C B Neighborhood to the west Residential Minimum C C C C C 2 Actual B B N/A C C Proposed B B N/A C C Commercial area to the northwest Commercial Minimum C C C C C 3 Actual A B B C B Proposed A B B C B Minimum 4 Actual Proposed Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed Harmony Rock Creek Precision Ziegler Timberwood Technology SCALE: 1"=600' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Mainstreet TIS, October 2014 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 Commercial area to the 1 northwest Commercial C B B 2 3 4 5 ".---- ...,!>~, =-- 14-0019 ClltOCOII~~ ""_ ..~ SlIeelllutnbtlr ~F 11