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HomeMy WebLinkAboutFLATS AT RIGDEN FARM - PDP - PDP140006 - REPORTS - TRAFFIC STUDY (3)RIGDEN FARM TRACT P TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO JUNE 2014 Prepared for: Landmark Homes 1170 West Ash Street, Suite 100 Windsor, CO 80550 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 Project #1440 TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Roads .............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pedestrians Facilities ...................................................................................................... 5 Bicycle Facilities .............................................................................................................. 5 Transit Facilities .............................................................................................................. 5 III. PROPOSED DEVELOPMENT ................................................................................. 8 Trip Generation ............................................................................................................... 8 Trip Distribution ............................................................................................................... 8 Background Traffic Projections ..................................................................................... 10 Trip Assignment ............................................................................................................ 11 Signal Warrants ............................................................................................................. 11 Operation Analysis ........................................................................................................ 11 Geometry ...................................................................................................................... 17 Pedestrian Level of Service ........................................................................................... 17 Bicycle Level of Service ................................................................................................ 17 Transit Level of Service ................................................................................................. 17 IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 19 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 ..................................................... 16 DELICH Rigden Farm Tract P TIS, June 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 Vehicle 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 ................................................................................ 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 (2019) Background Peak Hour Operation E. Short Range (2019) Total Peak Hour Operation F. Pedestrian/Bicycle Level of Service DELICH Rigden Farm Tract P TIS, June 2014 ASSOCIATES DELICH Rigden Farm Tract P TIS, June 2014 ASSOCIATES Page 1 I. INTRODUCTION This intermediate transportation impact study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed Rigden Farm Tract P. The proposed Rigden Farm Tract P is located in the northeast quadrant of the Custer/Illinois intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project developer (Landmark Homes), project planner (TB Group), 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 Rigden Farm Tract P. 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 Rigden Farm Tract P TIS, June 2014 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Rigden Farm Tract P 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 Rigden Farm Tract P site. Land adjacent to the site is flat (<2% grade) from a traffic operations perspective. Roads The primary streets near Rigden Farm Tract P site are Drake Road, Custer Drive, Illinois Drive, and Iowa Avenue. The existing geometry at the key intersections is shown in Figure 2. Drake Road is to the north of Rigden Farm Tract P 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 Illinois 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. Custer Drive is to the south (adjacent to) of Rigden Farm Tract P site. It is classified as a two-lane collector according to the Fort Collins Master Street Plan. Currently, Custer Drive has a two-lane cross section. At the Custer/Illinois intersection, Custer Drive has eastbound and westbound left-turn lanes and a through/right-turn lane in each direction. At the Custer/Iowa intersection, Custer Drive has an eastbound left-turn lane, an eastbound through/right-turn lane, and a combined westbound left- turn/through/right-turn lane. The Custer/Illinois and Custer/Iowa intersections have stop sign control on Illinois Drive and Iowa Avenue, respectively. The existing speed limit in this area of Custer Drive is 25 mph. Illinois Drive is to the west (adjacent to) of Rigden Farm Tract P site. It is classified as a local street according to the Fort Collins Master Street plan. Currently, Illinois Drive has a two-lane cross section. At the Drake/Illinois intersection, Illinois Drive is right turn only. At the Custer/Illinois intersection, Illinois Drive has all movements combined into single lanes. There is diagonal parking on Illinois Drive. BURLINGTON NORTHERN RAILROAD Drake Timberline Illinois Iowa Limon Custer Power Trail SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES Rigden Farm Tract P, June 2014 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Rigden Farm Tract P TIS, June 2014 Page 4 Drake Custer Iowa Illinois - Denotes Lane - Two-way Continuous Left-turn Lane Iowa Avenue is to the east (adjacent to) of Rigden Farm Tract P 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 Custer/Iowa intersection, Iowa Avenue has all movements combined into single lanes. Existing Traffic Figure 3 shows recent peak hour traffic counts at the Drake/Iowa, Custer/Illinois, and Custer/Iowa intersections. Recent count data at the key intersections was obtained in June 2014. Raw count data is provided in Appendix B. Existing Operation The Drake/Iowa, Custer/Illinois, and Custer/Iowa 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 Rigden Farm Tract P 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, and the west side of Illinois 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 transit Route 17 which runs along Timberline Road. DELICH Rigden Farm Tract P TIS, June 2014 ASSOCIATES Page 5 AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Rigden Farm Tract P TIS, June 2014 Page 6 Drake Custer Iowa Illinois 16/12 15/15 4/2 19/28 20/13 1/10 4/8 35/102 0/6 0/4 112/84 3/2 9/23 2/6 0/3 42/111 6/9 7/24 60/167 32/87 13/13 8/9 138/110 1/5 12/24 2/6 6/24 30/27 15/13 22/34 21/37 431/520 13/26 7/17 469/668 13/9 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Drake/Iowa (stop sign) NB LT/T/RT D (26.6 secs) E (42.1 secs) SB LT/T/RT D (25.7 secs) F (55.1 secs) EB LT A A WB LT A A Custer/Iowa (stop sign) NB LT/T/RT B B SB LT/T/RT A A EB LT A A WB LT A A Custer/Illinois (stop sign) NB LT/T/RT B C SB LT/T/RT B B EB LT A A WB LT A A DELICH Rigden Farm Tract P TIS, June 2014 ASSOCIATES Page 7 DELICH Rigden Farm Tract P TIS, June 2014 ASSOCIATES Page 8 III. PROPOSED DEVELOPMENT Rigden Farm Tract P is a proposed residential development with 100 townhome dwelling units. Figure 4 shows a site plan of Rigden Farm Tract P. The site plan shows two full-movement accesses to/from Iowa Drive and one full-movement access to/from Illinois Drive that lines up with the commercial access on the west side of the street. The short range analysis (Year 2019) includes development of the Rigden Farm Tract P site and an appropriate increase in background traffic, due to normal growth, and other approved developments in the area. 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, 9th 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 Rigden Farm Tract P. Full development of Rigden Farm Tract P resulted in 581 daily weekday trip ends, 44 morning peak hour trip ends, and 52 afternoon peak hour trip ends. According to “Rigden Farms Transportation Impact Study,” dated January 1999, the land uses on the Tract P site were proposed as a daycare with 100 students, a 6,000 square foot sit-down restaurant, 14,500 square feet of office, and 14,500 square feet of retail. These land uses resulted in 2,016 daily weekday trip ends, 175 morning peak hour trip ends, and 227 afternoon peak hour trip ends. The townhome land use currently proposed on Tract P has a significantly lower trip generation as compared to the original Rigden Farms TIS. TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 230 Townhome 100 DU 5.81 581 0.07 7 0.37 37 0.35 35 0.17 17 Trip Distribution Directional distribution of the generated trips was determined for the Rigden Farm Tract P site. Figure 5 shows the vehicle trip distribution used for the Rigden Farm Tract P site. The trip distribution analysis was agreed to in the scoping emails. SCALE: 1"=100' SITE PLAN Figure 4 DELICH ASSOCIATES Rigden Farm Tract P, June 2014 Page 9 Drake Timberline Illinois Iowa Limon Custer 30% 15% 25% 30% SCALE: 1"=500' TRIP DISTRIBUTION Figure 5 DELICH ASSOCIATES Rigden Farm Tract P, June 2014 Page 10 Background Traffic Projections Figure 6 shows the short range (2019) background peak hour traffic projections at the key intersections. The traffic at the key intersections was increased at a rate of 1.5 percent per year for the short range (2019) background traffic forecasts. Site traffic from Bucking Horse and Spring Creek Farm was also included in the short range (2019) 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 5, Figure 7 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 8 shows the short range (2019) 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. Operation Analysis Operation analyses were performed at the key intersections. The operation analyses were conducted for the short range analysis, reflecting a year 2019 condition. Using the short range (2019) 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 8, the key intersections operate in the short range (2019) 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. DELICH Rigden Farm Tract P TIS, June 2014 ASSOCIATES Page 11 AM/PM SHORT RANGE (2019) BACKGROUND PEAK HOUR TRAFFIC Figure 6 DELICH ASSOCIATES Rigden Farm Tract P TIS, June 2014 Page 12 Drake Custer Iowa Illinois 17/13 16/16 4/2 20/30 22/14 1/11 4/9 38/108 0/6 0/4 122/91 3/2 10/25 2/6 0/3 45/120 6/10 8/26 65/180 34/94 14/14 9/10 149/119 1/5 13/26 2/6 6/26 32/29 16/14 24/37 23/40 500/592 14/28 8/18 534/759 14/10 AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Rigden Farm Tract P TIS, June 2014 Page 13 Drake Custer Iowa Illinois 11/5 2/10 1/7 8/4 8/4 1/7 1/4 0/3 1/4 3/2 6/3 5/2 0/3 6/3 1/5 1/4 10/4 3/2 2/9 2/10 2/1 11/5 Access C Access B Access A 0/1 1/4 2/1 1/5 12/5 4/2 AM/PM SHORT RANGE (2019) TOTAL PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Rigden Farm Tract P TIS, June 2014 Page 14 Drake Custer Iowa Illinois 10/25 2/6 0/3 56/125 6/10 8/26 67/190 35/101 14/14 9/10 157/123 1/5 17/13 16/16 4/2 28/34 22/14 1/11 5/16 38/108 0/6 0/4 122/91 3/2 25/31 2/6 10/28 32/29 16/14 24/37 23/40 502/593 15/33 8/18 534/760 15/14 1/4 20/32 1/4 46/57 6/3 5/2 0/3 27/32 1/5 44/59 10/4 3/2 Access C Access B TABLE 3 Short Range (2019) Background Peak Hour Operation Intersection Movement Level of Service AM PM Drake/Iowa (stop sign) NB LT/T/RT E (35.9 secs) F (71.2 secs) SB LT/T/RT E (35.9 secs) F (110.5 secs) EB LT A A WB LT A A Custer/Iowa (stop sign) NB LT/T/RT B B SB LT/T/RT A A EB LT A A WB LT A A Custer/Illinois (stop sign) NB LT/T/RT B C SB LT/T/RT B B EB LT A A WB LT A A DELICH Rigden Farm Tract P TIS, June 2014 ASSOCIATES Page 15 TABLE 4 Short Range (2019) Total Peak Hour Operation Intersection Movement Level of Service AM PM Drake/Iowa (stop sign) NB LT/T/RT E (43.9 secs) F (89.7 secs) SB LT/T/RT E (36.4 secs) F (115.2 secs) EB LT A A WB LT A A Iowa/Access A (stop sign) EB LT/RT A A NB LT/T A A Iowa/Access B (stop sign) EB LT/RT A A NB LT/T A A Illinois/Access C (stop sign) EB LT/T/RT A A WB LT/T/RT A B NB LT/T/RT A A SB LT/T/RT A A Custer/Iowa (stop sign) NB LT/T/RT B B SB LT/T/RT A A EB LT A A WB LT A A Custer/Illinois (stop sign) NB LT/T/RT B C SB LT/T/RT B B EB LT A A WB LT A A DELICH Rigden Farm Tract P TIS, June 2014 ASSOCIATES Page 16 DELICH Rigden Farm Tract P TIS, June 2014 ASSOCIATES Page 17 Geometry The short range (2019) geometry is shown in Figure 9. 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 Rigden Farm Tract P site. The Rigden Farm Tract P 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 Rigden Farm Tract P: 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. Bicycle Level of Service Based upon Fort Collins bicycle LOS criteria, there is one destination area within 1320 feet of the Rigden Farm Tract P, 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, Transfort serves this area of Fort Collins with Route 17. Route 17 runs along Timberline Road. There are transit stops very close to this site. SHORT RANGE (2019) GEOMETRY Figure 9 DELICH ASSOCIATES Rigden Farm Tract P TIS, June 2014 Page 18 Drake Custer Iowa Illinois Access C Access B Access A Commercial Access - Denotes Lane - Two-way Continuous Left-turn Lane IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the impacts of the Rigden Farm Tract P development on the short range (2019) street system in the vicinity of the proposed development. As a result of this analysis, the following is concluded: • The development of the Rigden Farm Tract P site is feasible from a traffic engineering standpoint. At full development, the Rigden Farm Tract P site will generate approximately 581 daily weekday trip ends, 44 morning peak hour trip ends, and 52 afternoon peak hour trip ends. 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 (2019) future, given development of the Rigden Farm Tract P site and an increase in background traffic, the key intersections operate acceptably with existing control and geometry in the morning and afternoon peak hours. • 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. DELICH Rigden Farm Tract P TIS, June 2014 ASSOCIATES Page 19 APPENDIX A Chapter 4 - Attachments Attachment A Transportation Impact Study Base Assumptions Project Information Project Name t'1t,:-v gV {::A t<. M. Ie A e -r ? Project Location Nt?" cOulineiIItVr or:- Cusr(;?R./ I L.{. , VO I :5 TIS Assumptions Type of Study Full: NO Intermediate: ~.($ Study Area Boundaries North: DR A I(&" South: (!o sree: East: iowA. . West: Study Years Short Range: hOC 9 Long Range: A//A Future Traffic Growth Rate -1.t?;'Z /geAa I Study Intersections 1. AlllUccess drives 5. 2.C{.6,(gR./lU.l A)()l 'Ii 6. 3. DRA~till~t."A 7. 4. CUS\-u f -=r.ow~·, 8. Time Period for Study I~: 7:00-9:00~PM: 4:00-6:0<>:)1Sat Noon: AJe> Trip Generation Rates 1. C. I g ~(A-r-t'Ac~b ') Trip Adjustment Factors Passby: AliA I Market: Captive AI/Ii Overall Trip Distribution SEE ATTACHED SKETCH Mode Split Assumptions Al/A Committed Roadway Improvements /OCJr AuJAi?fi "p Mr; Other Traffic Studies Buc,:.oJG. 6/o;?Sg- SPI2CNG CeGEi{:.. fAfM Areas Requiring Special Study Cl Go""{'A.i~ o(":~.•"'s-:\ "~''OV4'-- Tr!p ['\£.,"'-~"O WI{-t"""* ~ ~I~yl k J.~~t.,,~f;,~o" ~r~:Y'f-~\ fd.l¢,,~\tVL\:JI~ '\){o~~~\ - q.• V".""' "A. lV'.~a."6tv-v~ /~(ODP ' L~ ~Ot. "'~tDV~\ • ....J:('l'~,.ct ",d~~ uSJ<- • ) :::> 2.0' 4- A "" . Traffle Engineer: __ <L)..!Ll=:. --,&~L::..:(,-,(!,~U-'------i'--'F"=':=~:::"":"':''':'':''''=-==----i~1":r"'i>=rt-t:--\o'T'-.",-;-:-; Date. M~t( Local Entity Engineer: _ J440 BAF Page 4-34 Larimer County Urban Area Street Standards - Repealed and Reenacted April 1. 2007 Adopted by larimer County. City of loveland, City ()f Fort Collins RE:Rigden-Traffic Impact Study mailbox./ / /C:/Users/Matt Delich/ AppOata/Roaming/Thunderbl., Subject: RE:Rigden-Traffic Impact Study From: Martina Wilkinson <mwilkinson@fcgov.com> Date: 5/30/2014 12:27 PM To: 'Matt Delich' <matt@delichassoc.com> Hey Matt- Here's the signed scoping form back. The items I added include a comparison of the what was originally assumed for trip gen in this area and what is currently assumed (I think its WAY less - which should be helpful) I'm ok with not including the T-line intersections in terms of operational analysis, but please do include a discussion on what the area infrastructure and geometries (including T-line) looked like at buildout in the ODP or master or whatever was originally done. Then compare that to what's out there now (Le. is there anything left to improve?). If the answer is no, then we're good to go. If there are items that were identified in the master that haven't been done, then you need to do enough analysis to tell us if this proposal will trigger those improvements. Does that make sense? It was hard to explain that all on the BAF, so feel free to include this email in your appendix A. Let me know if you have any questions - martina From: Matt Delich [mailto:matt@delichassoc.com] Sent: Thursday, May 15, 2014 2:39 PM To: Martina Wilkinson Subject: Re: Rigden-Traffic Impact Study Martina, Just a day or so late on this. Attached is the Base Assumptions Form packet. You will note that I have NOT included the two signalized intersections on T-line. Reason: given the trip generation and probable assignment, the impact at these two intersections will be pretty small. Besides, I am not sure what improvements could be made at them commensurate with the traffic contributed. That said, if you want to include them, just add them to the scoping form. Call or email questions. Adjust items in the BAF packet as necessary. Thanks. Matt On 5/13/2014 12:57 PM, Martina Wilkinson wrote: Hey Matt- Did you ever send through the scoping on this? I don't see it, but may have misplaced? Seemed like we agreed that a trip gen comparison memo would be ok to get the submittal in, but that we needed the TIS before review comments are due. Anything new on this? m From: Matt Delich [mailto:matt@delichassoc.comJ Sent: Friday, May 09,201410:07 AM To: Martina Wilkinson Subject: Fwd: Rigden-Traffic Impact Study Martina, This is related to our conversation yesterday. Attached is the site plan for this proposal. It is 100 apartment dwelling units. Daily TG is 666 TE. The land uses in a previous TIS (2006) were commercial (daily TG 4450 TE). I will prepare a seeping packet in the next few days. They are calling this use condos, so the TG may change slightly when I send you the scoping packet. The developer is still pushing for a submittal on May 14. At best I will prepare a trip generation comparison memorandum for that date. I made it clear to him that the TIS was at least 3-5 weeks out. I also explained, in detail, about the necessary review time that you would need. I told him that I would not be a part of any criticism of the review process. He seemed to understand, at least I hope so. Feel free to comment on this. Thanks. Matt -------- Original Message -------- Subject:Rigden-Traffic Impact Study Date:Mon,5 May 201417:44:32 +0000 From:mike@tbgroup.us <mike@tbgroup.us> 10f2 5/30/20141:12 PM ~\ I ---I •N Rigden Farm Tract P Custer SCALE: 1"=1000' SITE LOCATION Figure 1 71 ---/1 FASSOCIATES '-DELICH Rigden Farm Tract P, May 2014 -, ~-: I I -~I' ---t --~-- ""t J --I- ""-1~~~-/ SITE PLAN •N SCALE: 1"=100' Figure 2 71 - --IJ ,- L.ASSOCIATES ...DELICH Rigden Farm Tract P, May 2014 TABLE 2 Trip Generation for New Site Plan ~'-t '" AWOTE /·Ji. AM Pea~Hour' " ..,~."',PM PeakHolir W~: , 'Code +use , ,.~; , . Size ,. ~, Rate, -.- - - ,. - .,.:. .: ,Trips In . ?,Ra~, -.Out'· Rate In Rat,e Out , . 230 Townhomes 100 DU 5_81 581 0.07 7 0.37 37 0.35 35 0.17 17 i,3C/e 1- ~~r rp ~I ~ 7 (2 I B()T (()A..J & .". 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: 6/5/2014 Observer: Sue Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Custer/Iowa S = straight L = left turn Time Northbound: Iowa Southbound: Iowa Total Eastbound: Custer Westbound: Custer 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 0 6 0 3 1 4 10 1 5 0 6 0 26 0 26 32 42 7:45 2 3 2 7 0 2 11 13 20 0 5 0 5 2 39 0 41 46 66 8:00 5 5 1 11 1 8 3 12 23 3 11 0 14 0 23 0 23 37 60 8:15 4 6 1 11 0 7 4 11 22 0 14 0 14 1 24 0 25 39 61 7:30-8:30 16 15 4 35 1 20 19 40 75 4 35 0 39 3 112 0 115 154 229 PHF 0.8 0.63 0.5 0.8 0.25 0.63 0.43 0.77 0.33 0.63 n/a 0.7 0.38 0.72 n/a 0.7 0.87 4:30 2 4 0 6 3 3 5 11 17 3 23 1 27 0 21 1 22 49 66 4:45 3 1 1 5 4 3 9 16 21 3 22 0 25 1 22 2 25 50 71 5:00 0 7 1 8 3 5 7 15 23 1 30 4 35 0 15 0 15 50 73 5:15 7 3 0 10 0 2 7 9 19 1 27 1 29 1 26 1 28 57 76 4:30-5:30 12 15 2 29 10 13 28 51 80 8 102 6 116 2 84 4 90 206 286 PHF 0.43 0.54 0.5 0.73 0.63 0.65 0.78 0.8 0.67 0.85 0.38 0.83 0.5 0.81 0.5 0.8 0.94 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 6/5/2014 Observer: Matt Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Custer/Illinois S = straight L = left turn Time Northbound: Illinois Southbound: Illinois Total Eastbound: Custer Westbound: Custer 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 1 0 0 1 0 0 8 8 9 13 6 1 20 0 31 1 32 52 61 7:45 0 0 0 0 2 1 6 9 9 14 3 1 18 0 51 1 52 70 79 8:00 2 1 0 3 3 1 15 19 22 16 11 1 28 1 25 5 31 59 81 8:15 6 1 0 7 2 4 13 19 26 17 12 10 39 0 31 1 32 71 97 7:30-8:30 9 2 0 11 7 6 42 55 66 60 32 13 105 1 138 8 147 252 318 PHF 0.38 0.5 n/a 0.39 0.58 0.38 0.7 0.72 0.88 0.67 0.33 0.67 0.25 0.68 0.4 0.71 0.82 4:30 3 2 0 5 5 2 27 34 39 36 22 2 60 1 25 2 28 88 127 4:45 5 0 2 7 7 4 16 27 34 40 14 5 59 0 32 2 34 93 127 5:00 6 0 0 6 5 2 35 42 48 49 30 3 82 1 17 4 22 104 152 5:15 9 4 1 14 7 1 33 41 55 42 21 3 66 3 36 1 40 106 161 4:30-5:30 23 6 3 32 24 9 111 144 176 167 87 13 267 5 110 9 124 391 567 PHF 0.64 0.38 0.38 0.57 0.86 0.56 0.79 0.86 0.85 0.73 0.65 0.81 0.42 0.76 0.56 0.78 0.88 APPENDIX C HCM 2010 TWSC Recent AM 5: Iowa Drive & Drake Road Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 21 431 13 13 469 7 12 2 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 150 - 0 150 - - - - - 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 25 507 15 15 552 8 14 2 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 560 0 0 507 0 0 1169 1147 507 Stage 1 - - - - - - 556 556 - Stage 2 - - - - - - 613 591 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 1011 - - 1058 - - 170 199 566 Stage 1 - - - - - - 515 513 - Stage 2 - - - - - - 480 494 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1011 - - 1058 - - 143 191 566 Mov Cap-2 Maneuver - - - - - - 143 191 - Stage 1 - - - - - - 502 500 - Stage 2 - - - - - - 426 487 - Approach EB WB NB HCM Control Delay, s 0.4 0.2 26.6 HCM LOS D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 190 1011 - - 1058 - - 252 HCM Lane V/C Ratio 0.124 0.024 - - 0.014 - - 0.313 HCM Control Delay (s) 26.6 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 HCM 2010 TWSC Recent AM 5: Iowa Drive & Drake Road Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 22 15 30 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 85 85 85 Heavy Vehicles, % 2 2 2 Mvmt Flow 26 18 35 Major/Minor Minor2 Conflicting Flow All 1147 1142 556 Stage 1 586 586 - Stage 2 561 556 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 176 200 531 Stage 1 496 497 - Stage 2 512 513 - Platoon blocked, % Mov Cap-1 Maneuver 167 192 531 Mov Cap-2 Maneuver 167 192 - Stage 1 484 490 - Stage 2 491 500 - Approach SB HCM Control Delay, s 25.7 HCM LOS D Minor Lane/Major Mvmt Lanes and Geometrics Recent AM 5: Iowa Drive & Drake Road Rigden Farm Tract P 6/13/2014 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) 150 0 150 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 0.959 0.940 Flt Protected 0.950 0.950 0.970 0.984 Satd. Flow (prot) 1770 1863 1583 1770 1859 0 0 1733 0 0 1723 0 Flt Permitted 0.950 0.950 0.970 0.984 Satd. Flow (perm) 1770 1863 1583 1770 1859 0 0 1733 0 0 1723 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 372 408 1027 167 Travel Time (s) 8.5 9.3 23.3 3.8 Intersection Summary Area Type: Other HCM 2010 TWSC Recent PM 5: Iowa Drive & Drake Road Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 4.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 37 520 26 9 668 17 24 6 24 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 150 - 0 150 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 40 565 28 10 726 18 26 7 26 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 745 0 0 565 0 0 1423 1410 565 Stage 1 - - - - - - 646 646 - Stage 2 - - - - - - 777 764 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 863 - - 1007 - - 114 138 524 Stage 1 - - - - - - 460 467 - Stage 2 - - - - - - 390 413 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 863 - - 1007 - - 93 130 524 Mov Cap-2 Maneuver - - - - - - 93 130 - Stage 1 - - - - - - 439 445 - Stage 2 - - - - - - 347 409 - Approach EB WB NB HCM Control Delay, s 0.6 0.1 42.1 HCM LOS E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 154 863 - - 1007 - - 148 HCM Lane V/C Ratio 0.381 0.047 - - 0.01 - - 0.543 HCM Control Delay (s) 42.1 9.4 - - 8.6 - - 55.1 HCM Lane LOS E A - - A - - F HCM 95th %tile Q(veh) 1.6 0.1 - - 0 - - 2.7 HCM 2010 TWSC Recent PM 5: Iowa Drive & Drake Road Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 34 13 27 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 37 14 29 Major/Minor Minor2 Conflicting Flow All 1417 1401 735 Stage 1 755 755 - Stage 2 662 646 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 115 140 420 Stage 1 401 417 - Stage 2 451 467 - Platoon blocked, % Mov Cap-1 Maneuver 101 132 420 Mov Cap-2 Maneuver 101 132 - Stage 1 382 413 - Stage 2 403 445 - Approach SB HCM Control Delay, s 55.1 HCM LOS F Minor Lane/Major Mvmt Lanes and Geometrics Recent PM 5: Iowa Drive & Drake Road Rigden Farm Tract P 6/13/2014 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) 150 0 150 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 0.941 0.951 Flt Protected 0.950 0.950 0.978 0.977 Satd. Flow (prot) 1770 1863 1583 1770 1855 0 0 1714 0 0 1731 0 Flt Permitted 0.950 0.950 0.978 0.977 Satd. Flow (perm) 1770 1863 1583 1770 1855 0 0 1714 0 0 1731 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 372 408 1027 167 Travel Time (s) 8.5 9.3 23.3 3.8 Intersection Summary Area Type: Other HCM 2010 TWSC Recent AM 8: Iowa Drive & Custer Drive Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 4 35 0 3 112 0 16 15 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 40 0 3 129 0 18 17 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 129 0 0 40 0 0 207 185 40 Stage 1 - - - - - - 49 49 - Stage 2 - - - - - - 158 136 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 1457 - - 1570 - - 751 709 1031 Stage 1 - - - - - - 964 854 - Stage 2 - - - - - - 844 784 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1457 - - 1570 - - 712 705 1031 Mov Cap-2 Maneuver - - - - - - 712 705 - Stage 1 - - - - - - 961 851 - Stage 2 - - - - - - 798 782 - Approach EB WB NB HCM Control Delay, s 0.8 0.2 10.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 735 1457 - - 1570 - - 794 HCM Lane V/C Ratio 0.055 0.003 - - 0.002 - - 0.058 HCM Control Delay (s) 10.2 7.5 - - 7.3 0 - 9.8 HCM Lane LOS B A - - A A - A HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.2 HCM 2010 TWSC Recent AM 8: Iowa Drive & Custer Drive Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 1 20 19 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 87 87 87 Heavy Vehicles, % 2 2 2 Mvmt Flow 1 23 22 Major/Minor Minor2 Conflicting Flow All 196 185 129 Stage 1 136 136 - Stage 2 60 49 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 763 709 921 Stage 1 867 784 - Stage 2 951 854 - Platoon blocked, % Mov Cap-1 Maneuver 742 705 921 Mov Cap-2 Maneuver 742 705 - Stage 1 864 782 - Stage 2 924 851 - Approach SB HCM Control Delay, s 9.8 HCM LOS A Minor Lane/Major Mvmt Lanes and Geometrics Recent AM 8: Iowa Drive & Custer Drive Rigden Farm Tract P 6/13/2014 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) 100 0 0 0 0 0 0 0 Storage Lanes 1 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 0.983 0.935 Flt Protected 0.950 0.999 0.978 0.999 Satd. Flow (prot) 1770 1863 0 0 1861 0 0 1791 0 0 1740 0 Flt Permitted 0.950 0.999 0.978 0.999 Satd. Flow (perm) 1770 1863 0 0 1861 0 0 1791 0 0 1740 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 395 226 206 1027 Travel Time (s) 9.0 5.1 4.7 23.3 Intersection Summary Area Type: Other HCM 2010 TWSC Recent PM 8: Iowa Drive & Custer Drive Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 8 102 6 2 84 4 12 15 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 9 109 6 2 89 4 13 16 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 94 0 0 115 0 0 247 227 112 Stage 1 - - - - - - 129 129 - Stage 2 - - - - - - 118 98 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 1500 - - 1474 - - 707 672 941 Stage 1 - - - - - - 875 789 - Stage 2 - - - - - - 887 814 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1500 - - 1474 - - 671 667 941 Mov Cap-2 Maneuver - - - - - - 671 667 - Stage 1 - - - - - - 870 784 - Stage 2 - - - - - - 844 813 - Approach EB WB NB HCM Control Delay, s 0.5 0.2 10.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 682 1500 - - 1474 - - 813 HCM Lane V/C Ratio 0.045 0.006 - - 0.001 - - 0.067 HCM Control Delay (s) 10.5 7.4 - - 7.4 0 - 9.7 HCM Lane LOS B A - - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.2 HCM 2010 TWSC Recent PM 8: Iowa Drive & Custer Drive Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 10 13 28 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 94 94 94 Heavy Vehicles, % 2 2 2 Mvmt Flow 11 14 30 Major/Minor Minor2 Conflicting Flow All 234 228 91 Stage 1 96 96 - Stage 2 138 132 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 721 671 967 Stage 1 911 815 - Stage 2 865 787 - Platoon blocked, % Mov Cap-1 Maneuver 702 666 967 Mov Cap-2 Maneuver 702 666 - Stage 1 906 814 - Stage 2 840 782 - Approach SB HCM Control Delay, s 9.7 HCM LOS A Minor Lane/Major Mvmt Lanes and Geometrics Recent PM 8: Iowa Drive & Custer Drive Rigden Farm Tract P 6/13/2014 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) 100 0 0 0 0 0 0 0 Storage Lanes 1 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 0.992 0.994 0.991 0.926 Flt Protected 0.950 0.999 0.979 0.990 Satd. Flow (prot) 1770 1848 0 0 1850 0 0 1807 0 0 1708 0 Flt Permitted 0.950 0.999 0.979 0.990 Satd. Flow (perm) 1770 1848 0 0 1850 0 0 1807 0 0 1708 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 395 226 206 1027 Travel Time (s) 9.0 5.1 4.7 23.3 Intersection Summary Area Type: Other HCM 2010 TWSC Recent AM 9: Illinois Drive & Custer Drive Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 60 32 13 1 138 8 9 2 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 100 - - 100 - - - - - 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 71 38 15 1 162 9 11 2 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 172 0 0 53 0 0 384 360 45 Stage 1 - - - - - - 186 186 - Stage 2 - - - - - - 198 174 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 1405 - - 1553 - - 574 567 1025 Stage 1 - - - - - - 816 746 - Stage 2 - - - - - - 804 755 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1405 - - 1553 - - 515 538 1025 Mov Cap-2 Maneuver - - - - - - 515 538 - Stage 1 - - - - - - 775 708 - Stage 2 - - - - - - 751 755 - Approach EB WB NB HCM Control Delay, s 4.4 0 12.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 519 1405 - - 1553 - - 771 HCM Lane V/C Ratio 0.025 0.05 - - 0.001 - - 0.084 HCM Control Delay (s) 12.1 7.7 - - 7.3 - - 10.1 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.1 0.2 - - 0 - - 0.3 HCM 2010 TWSC Recent AM 9: Illinois Drive & Custer Drive Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 7 6 42 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 85 85 85 Heavy Vehicles, % 2 2 2 Mvmt Flow 8 7 49 Major/Minor Minor2 Conflicting Flow All 357 363 167 Stage 1 169 169 - Stage 2 188 194 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 598 565 877 Stage 1 833 759 - Stage 2 814 740 - Platoon blocked, % Mov Cap-1 Maneuver 573 536 877 Mov Cap-2 Maneuver 573 536 - Stage 1 791 759 - Stage 2 770 703 - Approach SB HCM Control Delay, s 10.1 HCM LOS B Minor Lane/Major Mvmt Lanes and Geometrics Recent AM 9: Illinois Drive & Custer Drive Rigden Farm Tract P 6/13/2014 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) 100 0 100 0 0 0 0 0 Storage Lanes 1 0 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 0.958 0.992 0.897 Flt Protected 0.950 0.950 0.959 0.994 Satd. Flow (prot) 1770 1785 0 1770 1848 0 0 1786 0 0 1661 0 Flt Permitted 0.950 0.950 0.959 0.994 Satd. Flow (perm) 1770 1785 0 1770 1848 0 0 1786 0 0 1661 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 235 395 224 181 Travel Time (s) 5.3 9.0 5.1 4.1 Intersection Summary Area Type: Other HCM 2010 TWSC Recent PM 9: Illinois Drive & Custer Drive Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 6.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 167 87 13 5 110 9 23 6 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 100 - - 100 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 190 99 15 6 125 10 26 7 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 135 0 0 114 0 0 696 633 106 Stage 1 - - - - - - 486 486 - Stage 2 - - - - - - 210 147 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 1449 - - 1475 - - 356 397 948 Stage 1 - - - - - - 563 551 - Stage 2 - - - - - - 792 775 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1449 - - 1475 - - 269 344 948 Mov Cap-2 Maneuver - - - - - - 269 344 - Stage 1 - - - - - - 489 479 - Stage 2 - - - - - - 672 772 - Approach EB WB NB HCM Control Delay, s 4.9 0.3 18.5 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 302 1449 - - 1475 - - 666 HCM Lane V/C Ratio 0.12 0.131 - - 0.004 - - 0.246 HCM Control Delay (s) 18.5 7.9 - - 7.5 - - 12.2 HCM Lane LOS C A - - A - - B HCM 95th %tile Q(veh) 0.4 0.5 - - 0 - - 1 HCM 2010 TWSC Recent PM 9: Illinois Drive & Custer Drive Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 24 9 111 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 88 88 88 Heavy Vehicles, % 2 2 2 Mvmt Flow 27 10 126 Major/Minor Minor2 Conflicting Flow All 632 634 130 Stage 1 141 141 - Stage 2 491 493 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 393 397 920 Stage 1 862 780 - Stage 2 559 547 - Platoon blocked, % Mov Cap-1 Maneuver 346 344 920 Mov Cap-2 Maneuver 346 344 - Stage 1 749 777 - Stage 2 477 475 - Approach SB HCM Control Delay, s 12.2 HCM LOS B Minor Lane/Major Mvmt Lanes and Geometrics Recent PM 9: Illinois Drive & Custer Drive Rigden Farm Tract P 6/13/2014 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) 100 0 100 0 0 0 0 0 Storage Lanes 1 0 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 0.980 0.989 0.989 0.896 Flt Protected 0.950 0.950 0.965 0.992 Satd. Flow (prot) 1770 1825 0 1770 1842 0 0 1778 0 0 1656 0 Flt Permitted 0.950 0.950 0.965 0.992 Satd. Flow (perm) 1770 1825 0 1770 1842 0 0 1778 0 0 1656 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 235 395 224 181 Travel Time (s) 5.3 9.0 5.1 4.1 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 APPENDIX D HCM 2010 TWSC Short Bkgrd AM 5: Iowa Drive & Drake Road Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 23 500 14 14 534 8 13 2 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 150 - 0 150 - - - - - 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 27 588 16 16 628 9 15 2 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 638 0 0 588 0 0 1336 1313 588 Stage 1 - - - - - - 642 642 - Stage 2 - - - - - - 694 671 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 946 - - 987 - - 130 158 509 Stage 1 - - - - - - 463 469 - Stage 2 - - - - - - 433 455 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 946 - - 987 - - 105 151 509 Mov Cap-2 Maneuver - - - - - - 105 151 - Stage 1 - - - - - - 450 456 - Stage 2 - - - - - - 376 448 - Approach EB WB NB HCM Control Delay, s 0.4 0.2 35.9 HCM LOS E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 141 946 - - 987 - - 199 HCM Lane V/C Ratio 0.175 0.029 - - 0.017 - - 0.426 HCM Control Delay (s) 35.9 8.9 - - 8.7 - - 35.9 HCM Lane LOS E A - - A - - E HCM 95th %tile Q(veh) 0.6 0.1 - - 0.1 - - 2 HCM 2010 TWSC Short Bkgrd AM 5: Iowa Drive & Drake Road Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 24 16 32 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 85 85 85 Heavy Vehicles, % 2 2 2 Mvmt Flow 28 19 38 Major/Minor Minor2 Conflicting Flow All 1313 1308 633 Stage 1 666 666 - Stage 2 647 642 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 135 159 480 Stage 1 449 457 - Stage 2 460 469 - Platoon blocked, % Mov Cap-1 Maneuver 127 152 480 Mov Cap-2 Maneuver 127 152 - Stage 1 436 450 - Stage 2 438 456 - Approach SB HCM Control Delay, s 35.9 HCM LOS E Minor Lane/Major Mvmt Lanes and Geometrics Short Bkgrd AM 5: Iowa Drive & Drake Road Rigden Farm Tract P 6/13/2014 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) 150 0 150 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) 372 408 1027 167 Travel Time (s) 8.5 9.3 23.3 3.8 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 5: Iowa Drive & Drake Road Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 8.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 40 592 28 10 759 18 26 6 26 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 150 - 0 150 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 43 643 30 11 825 20 28 7 28 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 845 0 0 643 0 0 1610 1596 643 Stage 1 - - - - - - 730 730 - Stage 2 - - - - - - 880 866 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 792 - - 942 - - 84 107 473 Stage 1 - - - - - - 414 428 - Stage 2 - - - - - - 342 370 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 792 - - 942 - - 65 100 473 Mov Cap-2 Maneuver - - - - - - 65 100 - Stage 1 - - - - - - 392 405 - Stage 2 - - - - - - 296 366 - Approach EB WB NB HCM Control Delay, s 0.6 0.1 71.2 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 113 792 - - 942 - - 109 HCM Lane V/C Ratio 0.558 0.055 - - 0.012 - - 0.798 HCM Control Delay (s) 71.2 9.8 - - 8.9 - - 110.5 HCM Lane LOS F A - - A - - F HCM 95th %tile Q(veh) 2.7 0.2 - - 0 - - 4.5 HCM 2010 TWSC Short Bkgrd PM 5: Iowa Drive & Drake Road Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 37 14 29 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 40 15 32 Major/Minor Minor2 Conflicting Flow All 1605 1587 835 Stage 1 857 857 - Stage 2 748 730 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 85 108 368 Stage 1 352 374 - Stage 2 404 428 - Platoon blocked, % Mov Cap-1 Maneuver 72 101 368 Mov Cap-2 Maneuver 72 101 - Stage 1 333 370 - Stage 2 353 405 - Approach SB HCM Control Delay, s 110.5 HCM LOS F Minor Lane/Major Mvmt Lanes and Geometrics Short Bkgrd PM 5: Iowa Drive & Drake Road Rigden Farm Tract P 6/13/2014 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) 150 0 150 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 0.978 0.978 Satd. Flow (prot) 1770 1863 1583 1770 1855 0 0 1712 0 0 1731 0 Flt Permitted 0.950 0.950 0.978 0.978 Satd. Flow (perm) 1770 1863 1583 1770 1855 0 0 1712 0 0 1731 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 372 408 1027 167 Travel Time (s) 8.5 9.3 23.3 3.8 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd AM 8: Iowa Drive & Custer Drive Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 4 38 0 3 122 0 17 16 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 44 0 3 140 0 20 18 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 140 0 0 44 0 0 224 200 44 Stage 1 - - - - - - 53 53 - Stage 2 - - - - - - 171 147 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 1443 - - 1564 - - 732 696 1026 Stage 1 - - - - - - 960 851 - Stage 2 - - - - - - 831 775 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1443 - - 1564 - - 691 692 1026 Mov Cap-2 Maneuver - - - - - - 691 692 - Stage 1 - - - - - - 957 848 - Stage 2 - - - - - - 782 773 - Approach EB WB NB HCM Control Delay, s 0.7 0.2 10.3 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 717 1443 - - 1564 - - 779 HCM Lane V/C Ratio 0.059 0.003 - - 0.002 - - 0.063 HCM Control Delay (s) 10.3 7.5 - - 7.3 0 - 9.9 HCM Lane LOS B A - - A A - A HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.2 HCM 2010 TWSC Short Bkgrd AM 8: Iowa Drive & Custer Drive Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 1 22 20 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 87 87 87 Heavy Vehicles, % 2 2 2 Mvmt Flow 1 25 23 Major/Minor Minor2 Conflicting Flow All 211 200 140 Stage 1 147 147 - Stage 2 64 53 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 746 696 908 Stage 1 856 775 - Stage 2 947 851 - Platoon blocked, % Mov Cap-1 Maneuver 725 692 908 Mov Cap-2 Maneuver 725 692 - Stage 1 853 773 - Stage 2 919 848 - Approach SB HCM Control Delay, s 9.9 HCM LOS A Minor Lane/Major Mvmt Lanes and Geometrics Short Bkgrd AM 8: Iowa Drive & Custer Drive Rigden Farm Tract P 6/13/2014 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) 100 0 0 0 0 0 0 0 Storage Lanes 1 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 0.984 0.937 Flt Protected 0.950 0.999 0.977 0.999 Satd. Flow (prot) 1770 1863 0 0 1861 0 0 1791 0 0 1744 0 Flt Permitted 0.950 0.999 0.977 0.999 Satd. Flow (perm) 1770 1863 0 0 1861 0 0 1791 0 0 1744 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 395 226 206 1027 Travel Time (s) 9.0 5.1 4.7 23.3 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 8: Iowa Drive & Custer Drive Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 9 108 6 2 91 4 13 16 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 10 115 6 2 97 4 14 17 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 101 0 0 121 0 0 264 242 118 Stage 1 - - - - - - 137 137 - Stage 2 - - - - - - 127 105 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 1491 - - 1467 - - 689 660 934 Stage 1 - - - - - - 866 783 - Stage 2 - - - - - - 877 808 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1491 - - 1467 - - 651 655 934 Mov Cap-2 Maneuver - - - - - - 651 655 - Stage 1 - - - - - - 860 778 - Stage 2 - - - - - - 831 807 - Approach EB WB NB HCM Control Delay, s 0.5 0.2 10.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 666 1491 - - 1467 - - 799 HCM Lane V/C Ratio 0.05 0.006 - - 0.001 - - 0.073 HCM Control Delay (s) 10.7 7.4 - - 7.5 0 - 9.9 HCM Lane LOS B A - - A A - A HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.2 HCM 2010 TWSC Short Bkgrd PM 8: Iowa Drive & Custer Drive Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 11 14 30 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 94 94 94 Heavy Vehicles, % 2 2 2 Mvmt Flow 12 15 32 Major/Minor Minor2 Conflicting Flow All 250 243 99 Stage 1 103 103 - Stage 2 147 140 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 703 659 957 Stage 1 903 810 - Stage 2 856 781 - Platoon blocked, % Mov Cap-1 Maneuver 683 654 957 Mov Cap-2 Maneuver 683 654 - Stage 1 897 809 - Stage 2 830 776 - Approach SB HCM Control Delay, s 9.9 HCM LOS A Minor Lane/Major Mvmt Lanes and Geometrics Short Bkgrd PM 8: Iowa Drive & Custer Drive Rigden Farm Tract P 6/13/2014 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) 100 0 0 0 0 0 0 0 Storage Lanes 1 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 0.993 0.995 0.992 0.927 Flt Protected 0.950 0.999 0.979 0.990 Satd. Flow (prot) 1770 1850 0 0 1852 0 0 1809 0 0 1709 0 Flt Permitted 0.950 0.999 0.979 0.990 Satd. Flow (perm) 1770 1850 0 0 1852 0 0 1809 0 0 1709 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 395 226 206 1027 Travel Time (s) 9.0 5.1 4.7 23.3 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd AM 9: Illinois Drive & Custer Drive Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 3.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 65 34 14 1 149 9 10 2 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 100 - - 100 - - - - - 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 76 40 16 1 175 11 12 2 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 186 0 0 56 0 0 414 389 48 Stage 1 - - - - - - 201 201 - Stage 2 - - - - - - 213 188 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 1388 - - 1549 - - 549 546 1021 Stage 1 - - - - - - 801 735 - Stage 2 - - - - - - 789 745 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1388 - - 1549 - - 488 516 1021 Mov Cap-2 Maneuver - - - - - - 488 516 - Stage 1 - - - - - - 757 695 - Stage 2 - - - - - - 733 745 - Approach EB WB NB HCM Control Delay, s 4.5 0 12.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 492 1388 - - 1549 - - 752 HCM Lane V/C Ratio 0.029 0.055 - - 0.001 - - 0.092 HCM Control Delay (s) 12.5 7.7 - - 7.3 - - 10.3 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.1 0.2 - - 0 - - 0.3 HCM 2010 TWSC Short Bkgrd AM 9: Illinois Drive & Custer Drive Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 8 6 45 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 85 85 85 Heavy Vehicles, % 2 2 2 Mvmt Flow 9 7 53 Major/Minor Minor2 Conflicting Flow All 385 392 181 Stage 1 183 183 - Stage 2 202 209 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 573 544 862 Stage 1 819 748 - Stage 2 800 729 - Platoon blocked, % Mov Cap-1 Maneuver 547 514 862 Mov Cap-2 Maneuver 547 514 - Stage 1 774 748 - Stage 2 754 689 - Approach SB HCM Control Delay, s 10.3 HCM LOS B Minor Lane/Major Mvmt Lanes and Geometrics Short Bkgrd AM 9: Illinois Drive & Custer Drive Rigden Farm Tract P 6/13/2014 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) 100 0 100 0 0 0 0 0 Storage Lanes 1 0 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 0.957 0.991 0.896 Flt Protected 0.950 0.950 0.959 0.994 Satd. Flow (prot) 1770 1783 0 1770 1846 0 0 1786 0 0 1659 0 Flt Permitted 0.950 0.950 0.959 0.994 Satd. Flow (perm) 1770 1783 0 1770 1846 0 0 1786 0 0 1659 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 235 395 224 181 Travel Time (s) 5.3 9.0 5.1 4.1 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 9: Illinois Drive & Custer Drive Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 6.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 180 94 14 5 119 10 25 6 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 100 - - 100 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 205 107 16 6 135 11 28 7 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 147 0 0 123 0 0 750 682 115 Stage 1 - - - - - - 524 524 - Stage 2 - - - - - - 226 158 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 1435 - - 1464 - - 328 372 937 Stage 1 - - - - - - 537 530 - Stage 2 - - - - - - 777 767 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1435 - - 1464 - - 241 318 937 Mov Cap-2 Maneuver - - - - - - 241 318 - Stage 1 - - - - - - 460 454 - Stage 2 - - - - - - 648 764 - Approach EB WB NB HCM Control Delay, s 5 0.3 20.5 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 270 1435 - - 1464 - - 634 HCM Lane V/C Ratio 0.143 0.143 - - 0.004 - - 0.28 HCM Control Delay (s) 20.5 7.9 - - 7.5 - - 12.9 HCM Lane LOS C A - - A - - B HCM 95th %tile Q(veh) 0.5 0.5 - - 0 - - 1.1 HCM 2010 TWSC Short Bkgrd PM 9: Illinois Drive & Custer Drive Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 26 10 120 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 88 88 88 Heavy Vehicles, % 2 2 2 Mvmt Flow 30 11 136 Major/Minor Minor2 Conflicting Flow All 681 684 141 Stage 1 152 152 - Stage 2 529 532 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 364 371 907 Stage 1 850 772 - Stage 2 533 526 - Platoon blocked, % Mov Cap-1 Maneuver 317 317 907 Mov Cap-2 Maneuver 317 317 - Stage 1 729 769 - Stage 2 448 451 - Approach SB HCM Control Delay, s 12.9 HCM LOS B Minor Lane/Major Mvmt Lanes and Geometrics Short Bkgrd PM 9: Illinois Drive & Custer Drive Rigden Farm Tract P 6/13/2014 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) 100 0 100 0 0 0 0 0 Storage Lanes 1 0 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 0.980 0.989 0.989 0.896 Flt Protected 0.950 0.950 0.964 0.992 Satd. Flow (prot) 1770 1825 0 1770 1842 0 0 1776 0 0 1656 0 Flt Permitted 0.950 0.950 0.964 0.992 Satd. Flow (perm) 1770 1825 0 1770 1842 0 0 1776 0 0 1656 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 235 395 224 181 Travel Time (s) 5.3 9.0 5.1 4.1 Intersection Summary Area Type: Other APPENDIX E HCM 2010 TWSC Short Total AM 5: Iowa Drive & Drake Road Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 3.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 23 502 15 15 534 8 25 2 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 150 - 0 150 - - - - - 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 27 591 18 18 628 9 29 2 12 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 638 0 0 591 0 0 1341 1318 591 Stage 1 - - - - - - 645 645 - Stage 2 - - - - - - 696 673 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 946 - - 985 - - 129 157 507 Stage 1 - - - - - - 461 467 - Stage 2 - - - - - - 432 454 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 946 - - 985 - - 104 150 507 Mov Cap-2 Maneuver - - - - - - 104 150 - Stage 1 - - - - - - 448 454 - Stage 2 - - - - - - 374 446 - Approach EB WB NB HCM Control Delay, s 0.4 0.2 43.9 HCM LOS E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 135 946 - - 985 - - 197 HCM Lane V/C Ratio 0.322 0.029 - - 0.018 - - 0.43 HCM Control Delay (s) 43.9 8.9 - - 8.7 - - 36.4 HCM Lane LOS E A - - A - - E HCM 95th %tile Q(veh) 1.3 0.1 - - 0.1 - - 2 HCM 2010 TWSC Short Total AM 5: Iowa Drive & Drake Road Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 24 16 32 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 85 85 85 Heavy Vehicles, % 2 2 2 Mvmt Flow 28 19 38 Major/Minor Minor2 Conflicting Flow All 1320 1313 633 Stage 1 668 668 - Stage 2 652 645 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 134 158 480 Stage 1 448 456 - Stage 2 457 467 - Platoon blocked, % Mov Cap-1 Maneuver 125 151 480 Mov Cap-2 Maneuver 125 151 - Stage 1 435 448 - Stage 2 431 454 - Approach SB HCM Control Delay, s 36.4 HCM LOS E Minor Lane/Major Mvmt Lanes and Geometrics Short Total AM 5: Iowa Drive & Drake Road Rigden Farm Tract P 6/13/2014 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) 150 0 150 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 0.940 Flt Protected 0.950 0.950 0.967 0.984 Satd. Flow (prot) 1770 1863 1583 1770 1859 0 0 1733 0 0 1723 0 Flt Permitted 0.950 0.950 0.967 0.984 Satd. Flow (perm) 1770 1863 1583 1770 1859 0 0 1733 0 0 1723 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 372 408 537 167 Travel Time (s) 8.5 9.3 12.2 3.8 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 5: Iowa Drive & Drake Road Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 9.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 40 593 33 14 760 18 31 6 28 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 150 - 0 150 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 43 645 36 15 826 20 34 7 30 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 846 0 0 645 0 0 1622 1608 645 Stage 1 - - - - - - 732 732 - Stage 2 - - - - - - 890 876 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 791 - - 940 - - 82 105 472 Stage 1 - - - - - - 413 427 - Stage 2 - - - - - - 337 367 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 791 - - 940 - - 63 98 472 Mov Cap-2 Maneuver - - - - - - 63 98 - Stage 1 - - - - - - 391 404 - Stage 2 - - - - - - 290 361 - Approach EB WB NB HCM Control Delay, s 0.6 0.2 89.7 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 106 791 - - 940 - - 107 HCM Lane V/C Ratio 0.667 0.055 - - 0.016 - - 0.813 HCM Control Delay (s) 89.7 9.8 - - 8.9 - - 115.2 HCM Lane LOS F A - - A - - F HCM 95th %tile Q(veh) 3.4 0.2 - - 0 - - 4.6 HCM 2010 TWSC Short Total PM 5: Iowa Drive & Drake Road Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 37 14 29 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 40 15 32 Major/Minor Minor2 Conflicting Flow All 1616 1598 836 Stage 1 866 866 - Stage 2 750 732 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 83 106 367 Stage 1 348 370 - Stage 2 403 427 - Platoon blocked, % Mov Cap-1 Maneuver 70 99 367 Mov Cap-2 Maneuver 70 99 - Stage 1 329 364 - Stage 2 351 404 - Approach SB HCM Control Delay, s 115.2 HCM LOS F Minor Lane/Major Mvmt Lanes and Geometrics Short Total PM 5: Iowa Drive & Drake Road Rigden Farm Tract P 6/13/2014 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) 150 0 150 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) 372 408 537 167 Travel Time (s) 8.5 9.3 12.2 3.8 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 12: Iowa Drive & Access A Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 1.4 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 10 3 0 27 44 1 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 12 4 0 32 52 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 84 52 53 0 - 0 Stage 1 52 - - - - - Stage 2 32 - - - - - 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 918 1016 1553 - - - Stage 1 970 - - - - - Stage 2 991 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 918 1016 1553 - - - Mov Cap-2 Maneuver 918 - - - - - Stage 1 970 - - - - - Stage 2 991 - - - - - Approach EB NB SB HCM Control Delay, s 8.9 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1553 - 939 - - HCM Lane V/C Ratio - - 0.016 - - HCM Control Delay (s) 0 - 8.9 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - 0.1 - - Lanes and Geometrics Short Total AM 12: Iowa Drive & Access A Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates st am.syn Lane Group EBL EBR NBL NBT SBT 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 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 0.966 0.997 Flt Protected 0.964 Satd. Flow (prot) 1735 0 0 1863 1857 0 Flt Permitted 0.964 Satd. Flow (perm) 1735 0 0 1863 1857 0 Link Speed (mph) 30 30 30 Link Distance (ft) 190 240 537 Travel Time (s) 4.3 5.5 12.2 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 12: Iowa Drive & Access A Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 4 2 3 32 59 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 2 4 38 69 6 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 117 72 75 0 - 0 Stage 1 72 - - - - - Stage 2 45 - - - - - 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 879 990 1524 - - - Stage 1 951 - - - - - Stage 2 977 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 876 990 1524 - - - Mov Cap-2 Maneuver 876 - - - - - Stage 1 951 - - - - - Stage 2 974 - - - - - Approach EB NB SB HCM Control Delay, s 9 0.6 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1524 - 911 - - HCM Lane V/C Ratio 0.002 - 0.008 - - HCM Control Delay (s) 7.4 0 9 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - Lanes and Geometrics Short Total PM 12: Iowa Drive & Access A Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates st pm.syn Lane Group EBL EBR NBL NBT SBT 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 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 0.961 0.989 Flt Protected 0.966 0.995 Satd. Flow (prot) 1729 0 0 1853 1842 0 Flt Permitted 0.966 0.995 Satd. Flow (perm) 1729 0 0 1853 1842 0 Link Speed (mph) 30 30 30 Link Distance (ft) 190 240 537 Travel Time (s) 4.3 5.5 12.2 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 14: Iowa Drive & Access B Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 1.3 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 6 5 1 20 46 1 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 7 6 1 24 54 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 81 55 55 0 - 0 Stage 1 55 - - - - - Stage 2 26 - - - - - 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 921 1012 1550 - - - Stage 1 968 - - - - - Stage 2 997 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 920 1012 1550 - - - Mov Cap-2 Maneuver 920 - - - - - Stage 1 968 - - - - - Stage 2 996 - - - - - Approach EB NB SB HCM Control Delay, s 8.8 0.3 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1550 - 960 - - HCM Lane V/C Ratio 0.001 - 0.013 - - HCM Control Delay (s) 7.3 0 8.8 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - Lanes and Geometrics Short Total AM 14: Iowa Drive & Access B Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates st am.syn Lane Group EBL EBR NBL NBT SBT 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 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 0.938 0.998 Flt Protected 0.974 0.998 Satd. Flow (prot) 1702 0 0 1859 1859 0 Flt Permitted 0.974 0.998 Satd. Flow (perm) 1702 0 0 1859 1859 0 Link Speed (mph) 30 30 30 Link Distance (ft) 186 250 240 Travel Time (s) 4.2 5.7 5.5 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 14: Iowa Drive & Access B Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 3 2 4 32 57 4 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 4 2 5 38 67 5 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 116 69 72 0 - 0 Stage 1 69 - - - - - Stage 2 47 - - - - - 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 880 994 1528 - - - Stage 1 954 - - - - - Stage 2 975 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 877 994 1528 - - - Mov Cap-2 Maneuver 877 - - - - - Stage 1 954 - - - - - Stage 2 972 - - - - - Approach EB NB SB HCM Control Delay, s 8.9 0.8 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1528 - 920 - - HCM Lane V/C Ratio 0.003 - 0.006 - - HCM Control Delay (s) 7.4 0 8.9 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - Lanes and Geometrics Short Total PM 14: Iowa Drive & Access B Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates st pm.syn Lane Group EBL EBR NBL NBT SBT 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 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 0.955 0.991 Flt Protected 0.968 0.994 Satd. Flow (prot) 1722 0 0 1852 1846 0 Flt Permitted 0.968 0.994 Satd. Flow (perm) 1722 0 0 1852 1846 0 Link Speed (mph) 30 30 30 Link Distance (ft) 186 250 240 Travel Time (s) 4.2 5.7 5.5 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 16: Illinois Drive & Access C Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 5.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 4 0 35 11 0 2 46 30 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 - - - - - - - - - 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 5 0 41 13 0 2 54 35 2 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 182 182 31 201 184 36 34 0 0 Stage 1 36 36 - 145 145 - - - - Stage 2 146 146 - 56 39 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 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 - - Pot Cap-1 Maneuver 779 712 1043 757 710 1037 1578 - - Stage 1 980 865 - 858 777 - - - - Stage 2 857 776 - 956 862 - - - - Platoon blocked, % -- Mov Cap-1 Maneuver 756 686 1043 707 684 1037 1578 - - Mov Cap-2 Maneuver 756 686 - 707 684 - - - - Stage 1 946 864 - 828 750 - - - - Stage 2 825 749 - 917 861 - - - - Approach EB WB NB HCM Control Delay, s 8.8 9.9 4.3 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1578 - - 1004 743 1572 - - HCM Lane V/C Ratio 0.034 - - 0.046 0.021 0.001 - - HCM Control Delay (s) 7.4 0 - 8.8 9.9 7.3 0 - HCM Lane LOS A A - AAAA- HCM 95th %tile Q(veh) 0.1 - - 0.1 0.1 0 - - HCM 2010 TWSC Short Total AM 16: Illinois Drive & Access C Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 2 24 5 Conflicting Peds, #/hr 0 0 0 Sign Control Free Free Free RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 85 85 85 Heavy Vehicles, % 2 2 2 Mvmt Flow 2 28 6 Major/Minor Major2 Conflicting Flow All 38 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 1572 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 1572 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0.5 HCM LOS Minor Lane/Major Mvmt Lanes and Geometrics Short Total AM 16: Illinois Drive & Access C Rigden Farm Tract P 6/13/2014 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 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 0.880 0.982 0.997 0.977 Flt Protected 0.995 0.958 0.971 0.997 Satd. Flow (prot) 0 1631 0 0 1752 0 0 1803 0 0 1814 0 Flt Permitted 0.995 0.958 0.971 0.997 Satd. Flow (perm) 0 1631 0 0 1752 0 0 1803 0 0 1814 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 166 180 362 410 Travel Time (s) 3.8 4.1 8.2 9.3 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 16: Illinois Drive & Access C Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 5.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 10 0 94 5 0 1 118 78 10 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 - - - - - - - - - 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 12 0 111 6 0 1 139 92 12 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 477 482 80 531 483 98 87 0 0 Stage 1 101 101 - 375 375 - - - - Stage 2 376 381 - 156 108 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 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 - - Pot Cap-1 Maneuver 498 484 980 459 483 958 1509 - - Stage 1 905 811 - 646 617 - - - - Stage 2 645 613 - 846 806 - - - - Platoon blocked, % -- Mov Cap-1 Maneuver 457 433 980 374 432 958 1509 - - Mov Cap-2 Maneuver 457 433 - 374 432 - - - - Stage 1 816 805 - 583 557 - - - - Stage 2 581 553 - 745 800 - - - - Approach EB WB NB HCM Control Delay, s 9.7 13.8 4.4 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1509 - - 883 416 1488 - - HCM Lane V/C Ratio 0.092 - - 0.139 0.017 0.007 - - HCM Control Delay (s) 7.6 0 - 9.7 13.8 7.4 0 - HCM Lane LOS A A - ABAA- HCM 95th %tile Q(veh) 0.3 - - 0.5 0.1 0 - - HCM 2010 TWSC Short Total PM 16: Illinois Drive & Access C Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 9 62 12 Conflicting Peds, #/hr 0 0 0 Sign Control Free Free Free RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 85 85 85 Heavy Vehicles, % 2 2 2 Mvmt Flow 11 73 14 Major/Minor Major2 Conflicting Flow All 104 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 1488 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 1488 - - 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 Short Total PM 16: Illinois Drive & Access C Rigden Farm Tract P 6/13/2014 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 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 0.878 0.981 0.993 0.981 Flt Protected 0.995 0.959 0.972 0.994 Satd. Flow (prot) 0 1627 0 0 1752 0 0 1798 0 0 1816 0 Flt Permitted 0.995 0.959 0.972 0.994 Satd. Flow (perm) 0 1627 0 0 1752 0 0 1798 0 0 1816 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 166 180 362 410 Travel Time (s) 3.8 4.1 8.2 9.3 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 8: Iowa Drive & Custer Drive Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 3.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 5 38 0 3 122 0 17 16 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 6 44 0 3 140 0 20 18 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 140 0 0 44 0 0 231 202 44 Stage 1 - - - - - - 55 55 - Stage 2 - - - - - - 176 147 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 1443 - - 1564 - - 724 694 1026 Stage 1 - - - - - - 957 849 - Stage 2 - - - - - - 826 775 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1443 - - 1564 - - 676 690 1026 Mov Cap-2 Maneuver - - - - - - 676 690 - Stage 1 - - - - - - 953 845 - Stage 2 - - - - - - 769 773 - Approach EB WB NB HCM Control Delay, s 0.9 0.2 10.4 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 708 1443 - - 1564 - - 796 HCM Lane V/C Ratio 0.06 0.004 - - 0.002 - - 0.074 HCM Control Delay (s) 10.4 7.5 - - 7.3 0 - 9.9 HCM Lane LOS B A - - A A - A HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.2 HCM 2010 TWSC Short Total AM 8: Iowa Drive & Custer Drive Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 1 22 28 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 87 87 87 Heavy Vehicles, % 2 2 2 Mvmt Flow 1 25 32 Major/Minor Minor2 Conflicting Flow All 214 202 140 Stage 1 147 147 - Stage 2 67 55 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 743 694 908 Stage 1 856 775 - Stage 2 943 849 - Platoon blocked, % Mov Cap-1 Maneuver 721 690 908 Mov Cap-2 Maneuver 721 690 - Stage 1 852 773 - Stage 2 915 845 - Approach SB HCM Control Delay, s 9.9 HCM LOS A Minor Lane/Major Mvmt Lanes and Geometrics Short Total AM 8: Iowa Drive & Custer Drive Rigden Farm Tract P 6/13/2014 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) 100 0 0 0 0 0 0 0 Storage Lanes 1 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 0.984 0.926 Flt Protected 0.950 0.999 0.977 0.999 Satd. Flow (prot) 1770 1863 0 0 1861 0 0 1791 0 0 1723 0 Flt Permitted 0.950 0.999 0.977 0.999 Satd. Flow (perm) 1770 1863 0 0 1861 0 0 1791 0 0 1723 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 395 226 206 250 Travel Time (s) 9.0 5.1 4.7 5.7 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 8: Iowa Drive & Custer Drive Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 3.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 16 108 6 2 91 4 13 16 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 17 115 6 2 97 4 14 17 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 101 0 0 121 0 0 281 257 118 Stage 1 - - - - - - 152 152 - Stage 2 - - - - - - 129 105 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 1491 - - 1467 - - 671 647 934 Stage 1 - - - - - - 850 772 - Stage 2 - - - - - - 875 808 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1491 - - 1467 - - 628 639 934 Mov Cap-2 Maneuver - - - - - - 628 639 - Stage 1 - - - - - - 840 763 - Stage 2 - - - - - - 826 807 - Approach EB WB NB HCM Control Delay, s 0.9 0.2 10.9 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 647 1491 - - 1467 - - 797 HCM Lane V/C Ratio 0.051 0.011 - - 0.001 - - 0.079 HCM Control Delay (s) 10.9 7.4 - - 7.5 0 - 9.9 HCM Lane LOS B A - - A A - A HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.3 HCM 2010 TWSC Short Total PM 8: Iowa Drive & Custer Drive Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 11 14 34 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 94 94 94 Heavy Vehicles, % 2 2 2 Mvmt Flow 12 15 36 Major/Minor Minor2 Conflicting Flow All 265 258 99 Stage 1 103 103 - Stage 2 162 155 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 688 646 957 Stage 1 903 810 - Stage 2 840 769 - Platoon blocked, % Mov Cap-1 Maneuver 666 638 957 Mov Cap-2 Maneuver 666 638 - Stage 1 893 809 - Stage 2 810 760 - Approach SB HCM Control Delay, s 9.9 HCM LOS A Minor Lane/Major Mvmt Lanes and Geometrics Short Total PM 8: Iowa Drive & Custer Drive Rigden Farm Tract P 6/13/2014 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) 100 0 0 0 0 0 0 0 Storage Lanes 1 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 0.993 0.995 0.992 0.923 Flt Protected 0.950 0.999 0.979 0.991 Satd. Flow (prot) 1770 1850 0 0 1852 0 0 1809 0 0 1704 0 Flt Permitted 0.950 0.999 0.979 0.991 Satd. Flow (perm) 1770 1850 0 0 1852 0 0 1809 0 0 1704 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 395 226 206 250 Travel Time (s) 9.0 5.1 4.7 5.7 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 9: Illinois Drive & Custer Drive Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 3.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 67 35 14 1 157 9 10 2 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 100 - - 100 - - - - - 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 79 41 16 1 185 11 12 2 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 195 0 0 58 0 0 436 405 49 Stage 1 - - - - - - 207 207 - Stage 2 - - - - - - 229 198 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 1378 - - 1546 - - 531 535 1020 Stage 1 - - - - - - 795 731 - Stage 2 - - - - - - 774 737 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1378 - - 1546 - - 463 504 1020 Mov Cap-2 Maneuver - - - - - - 463 504 - Stage 1 - - - - - - 749 689 - Stage 2 - - - - - - 707 737 - Approach EB WB NB HCM Control Delay, s 4.5 0 12.9 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 469 1378 - - 1546 - - 755 HCM Lane V/C Ratio 0.03 0.057 - - 0.001 - - 0.109 HCM Control Delay (s) 12.9 7.8 - - 7.3 - - 10.4 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.1 0.2 - - 0 - - 0.4 HCM 2010 TWSC Short Total AM 9: Illinois Drive & Custer Drive Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 8 6 56 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 85 85 85 Heavy Vehicles, % 2 2 2 Mvmt Flow 9 7 66 Major/Minor Minor2 Conflicting Flow All 400 407 190 Stage 1 192 192 - Stage 2 208 215 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 560 533 852 Stage 1 810 742 - Stage 2 794 725 - Platoon blocked, % Mov Cap-1 Maneuver 533 502 852 Mov Cap-2 Maneuver 533 502 - Stage 1 764 742 - Stage 2 746 683 - Approach SB HCM Control Delay, s 10.4 HCM LOS B Minor Lane/Major Mvmt Lanes and Geometrics Short Total AM 9: Illinois Drive & Custer Drive Rigden Farm Tract P 6/13/2014 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) 100 0 100 0 0 0 0 0 Storage Lanes 1 0 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 0.958 0.992 0.891 Flt Protected 0.950 0.950 0.959 0.995 Satd. Flow (prot) 1770 1785 0 1770 1848 0 0 1786 0 0 1651 0 Flt Permitted 0.950 0.950 0.959 0.995 Satd. Flow (perm) 1770 1785 0 1770 1848 0 0 1786 0 0 1651 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 235 395 224 362 Travel Time (s) 5.3 9.0 5.1 8.2 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 9: Illinois Drive & Custer Drive Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 190 101 14 5 123 10 25 6 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 100 - - 100 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 216 115 16 6 140 11 28 7 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 151 0 0 131 0 0 789 718 123 Stage 1 - - - - - - 555 555 - Stage 2 - - - - - - 234 163 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 1430 - - 1454 - - 308 355 928 Stage 1 - - - - - - 516 513 - Stage 2 - - - - - - 769 763 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1430 - - 1454 - - 222 300 928 Mov Cap-2 Maneuver - - - - - - 222 300 - Stage 1 - - - - - - 438 436 - Stage 2 - - - - - - 636 760 - Approach EB WB NB HCM Control Delay, s 5 0.3 22 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 250 1430 - - 1454 - - 621 HCM Lane V/C Ratio 0.155 0.151 - - 0.004 - - 0.295 HCM Control Delay (s) 22 8 - - 7.5 - - 13.2 HCM Lane LOS C A - - A - - B HCM 95th %tile Q(veh) 0.5 0.5 - - 0 - - 1.2 HCM 2010 TWSC Short Total PM 9: Illinois Drive & Custer Drive Rigden Farm Tract P 6/13/2014 Synchro 8 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 26 10 125 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 88 88 88 Heavy Vehicles, % 2 2 2 Mvmt Flow 30 11 142 Major/Minor Minor2 Conflicting Flow All 717 720 145 Stage 1 157 157 - Stage 2 560 563 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 345 354 902 Stage 1 845 768 - Stage 2 513 509 - Platoon blocked, % Mov Cap-1 Maneuver 298 299 902 Mov Cap-2 Maneuver 298 299 - Stage 1 717 765 - Stage 2 427 432 - Approach SB HCM Control Delay, s 13.2 HCM LOS B Minor Lane/Major Mvmt Lanes and Geometrics Short Total PM 9: Illinois Drive & Custer Drive Rigden Farm Tract P 6/13/2014 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) 100 0 100 0 0 0 0 0 Storage Lanes 1 0 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 0.982 0.989 0.989 0.895 Flt Protected 0.950 0.950 0.964 0.992 Satd. Flow (prot) 1770 1829 0 1770 1842 0 0 1776 0 0 1654 0 Flt Permitted 0.950 0.950 0.964 0.992 Satd. Flow (perm) 1770 1829 0 1770 1842 0 0 1776 0 0 1654 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 235 395 224 362 Travel Time (s) 5.3 9.0 5.1 8.2 Intersection Summary Area Type: Other APPENDIX F Drake Timberline Illinois Iowa Limon Custer SCALE: 1"=500' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Rigden Farm Tract P, June 2014 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 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 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 Drake Timberline Illinois Iowa Limon Custer SCALE: 1"=500' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Rigden Farm Tract P, June 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 King Soopers Shopping 1 Center Commercial C A A 2 3 4 Access A 4/10 NOM 35/94 46/118 30/78 2/10 5/12 24/62 2/9 2/1 NOM 11/5 Commercial Access