Loading...
HomeMy WebLinkAboutMARS LANDING - FDP210024 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY DELICH Mars Landing, August 2019 ASSOCIATES Mars Drive is classified as a local street, north of Skyway Drive, and as a future collector street, between Skyway Drive and Trilby Road, on the Fort Collins Master Street Plan. At the Skyway/Mars intersection, Mars Drive has all northbound and southbound movements combined into single lanes. The Skyway/Mars intersection has stop sign control on Mars Drive. The existing speed limit on Mars Drive is 20 mph. There are no sidewalks along the north leg of Mars Drive. On the Fort Collins Master Street Plan, Mars Drive is shown as a future collector street between Skyway Drive and Trilby Road. The continuation of Mars Drive would occur with future development to the south. A self-storage building (6020 S. College Avenue) has been built and has been active for several months. Mars Drive has been built for approximately 600 feet south of Skyway Drive. It is approximately 50 feet wide (currently no striping). South of Skyway Drive, Mars Drive is classified as a collector street. Existing Traffic/Operation The peak hour traffic at the US287/Skyway and Skyway/Mars intersections is shown in Figure 4. Traffic counts at the US287/Skyway intersection were obtained in June 2018 by the City of Fort Collins. Traffic counts at the Skyway/Mars intersection were obtained in July 2019. Raw traffic count data is provided in Appendix B. Since the counts were collected on different days, the volumes at the US287/Skyway and Skyway/Mars intersections were averaged/balanced and are shown in Figure 5. The June 2018 counts at the US287/Skyway intersection were compared to traffic counts that were obtained in 2015. Traffic on US287 and the west leg of Skyway Drive have not changed significantly over the past three years. Using the volumes shown in Figure 5, the current peak hour operation at the US287/Skyway and Skyway/Mars intersections is shown in Table 1. Calculation forms for these analyses are provided in Appendix C. The key intersections were analyzed using the signalized and unsignalized intersection techniques from the 2016 Highway Capacity Manual, 6th Edition (2016 HCM). A description of level of service for signalized and unsignalized intersections from the 2016 HCM is provided in Appendix C. Table 4- 3 showing the Fort Collins Motor Vehicle LOS Standards (Intersections) is also provided in Appendix C. Acceptable overall operation at signalized intersections during the peak hours is defined as level of service D or better. At signalized intersections, acceptable operation of any leg and any movement is level of service E. At unsignalized intersections, acceptable operation during the peak hours is defined as level of service D overall and level of service F for any approach leg for an arterial/collector, arterial/ local, collector/local, and local/local intersection. As can be seen in Table 1, the US287/ Skyway and Skyway/Mars intersections currently meet the Fort Collins operational criteria are with existing control and geometry. Trip Generation/Trip Distribution/Trip Assignment Trip Generation, 10th Edition, ITE was used to estimate the daily and peak hour trip generation for the Mars Landing development. From this reference, the rates for Low Rise Multi-Family Housing (Code 221) were used to estimate the daily and peak DELICH Mars Landing, August 2019 ASSOCIATES hour trip generation as shown in Table 2. The trip generation resulted in 490 daily trip ends, 32 morning peak hour trip ends, and 40 afternoon peak hour trip ends. The trip distribution for the Mars Landing development is shown in Figure 6. Figure 7 shows the site generated peak hour traffic at the US287/Skyway and Skyway/Mars intersections. Background/Total Traffic Projections Background traffic projections for the short range (2024) future horizon were obtained by factoring the recent traffic volumes on US287 using the CDOT 20-year growth factor of 1.18 or 0.88 percent per year. The recent traffic volumes on Skyway Drive and Mars Drive were factored at a rate of two percent per year. Figure 8 shows the short range (2024) background peak hour traffic at the US287/Skyway and Skyway/ Mars intersections. The traffic volumes generated by the proposed Mars Landing were added to the background traffic volumes to produce the total traffic volume forecasts. Figure 9 shows the short range (2024) total peak hour traffic at the US287/Skyway and Skyway/Mars intersections. Operation Analysis Table 3 shows the short range (2024) background morning and afternoon peak hour operation at the US287/Skyway and Skyway/Mars intersections. The US287/ Skyway and Skyway/Mars intersections will meet the Fort Collins operational criteria with existing control and geometry. Calculation forms for these analyses are provided in Appendix D. Table 4 shows the short range (2024) total morning and afternoon peak hour operation at the US287/Skyway and Skyway/Mars intersections. The US287/ Skyway and Skyway/Mars intersections will meet the Fort Collins operational criteria with existing control and geometry. Calculation forms for these analyses are provided in Appendix E. Geometry No additional auxiliary lanes will be required at the US287/Skyway and Skyway/ Mars intersections. As noted earlier, the Skyway Drive approaches at US287 have all movements combined in single lanes. However, it was noted that the right-turning vehicles often bypass the left-turning/through vehicles. On the west leg of Skyway Drive, the curb/gutter on the south side has recently been constructed. It is doubtful that this will be changed to provide a separate right-turn lane in the foreseeable future. The current operation meets the Fort Collins operational criteria. This segment of US287 is within the area addressed in the “South College Avenue (US287) Access Control Plan” (SCAACP). The SCAACP shows the extension of Mars Drive between Skyway Drive and Trilby Road. DELICH Mars Landing, August 2019 ASSOCIATES The SCAACP shows limited-turn access to/from US287, south of Skyway Drive. This property does not extend to the limited-turn access. It is expected that future developments will extend Mars Drive to the south and build the appropriate limited-turn access to/from US287. Pedestrian/Bicycle Level of Service There are no sidewalks along US287, the north leg of Mars Drive, or along the north side of Skyway Drive. Sidewalks do exist along the south side of Skyway Drive and the east side of the south leg of Mars Drive. Appendix F shows a map of the area that is within 1320 feet of the Mars Landing site. As shown in Appendix F, four potential pedestrian destinations within 1320 feet of the Mars Landing site were identified: 1) the commercial uses along the east side of US287 to the east of the site; 2) the commercial uses along the west side of US287 to the northeast of the site; 3) the existing residential neighborhood to the north of the site; and 4) the existing residential neighborhood to the west and southwest of the site. Appendix F contains a graphic depicting the pedestrian influence area and these five pedestrian destinations. A pedestrian level of service worksheet is also provided in Appendix F. The minimum level of service for “Commercial Corridor” is B for all categories, except for “Street Crossings,” which is level of service C. • Directness – The distance ratio to all pedestrian destinations is less than 1.2 (LOS B) • Continuity – The continuity to pedestrian destinations 1, 2, and 3 is at LOS D & E, since there are no sidewalks along the north side of Skyway Drive or along US287. The continuity to pedestrian destination 4 will be acceptable at LOS B, since there is a direct connection of the sidewalk system along the south side of Skyway Drive. • Street Crossings – The street crossings to pedestrian destination 1 is acceptable at LOS C, since there is an existing signal with crosswalk at the US287/Skyway intersection. The street crossings to pedestrian destination 4 is acceptable at LOS B, since this neighborhood is adjacent to Mars Landing and will require only crossing local and collector streets. The street crossings to pedestrian destinations 2 and 3 would use the Analysis for Pedestrian Treatments process. However, the number of pedestrian to these two destinations will not be significant. • Visual Interest and Amenity – The visual interest and amenity to pedestrian destination 4 is acceptable at LOS B, since most of the sidewalks have some landscaped parkways and a residential neighborhood character. The visual interest and amenity to pedestrian destinations 1, 2, and 3 is at LOS D, since there is no sidewalk to these areas. • Security – The security to pedestrian destination 4 is acceptable at LOS B, since most of the sidewalks are adjacent to residential uses and the area has a residential neighborhood character. The security to pedestrian destinations 1, 2, and 3 is at LOS E, since there is no sidewalk to these areas. DELICH Mars Landing, August 2019 ASSOCIATES The Pedestrian LOS will not be achieved in the short range (2024) future, due to the rural nature of the area. Currently, there is a lack of sidewalks in the area, since most of the land was previously in Larimer County and some is undeveloped. In existing residential neighborhoods, the absence of sidewalks may be "by choice" of the area residents. There will be pedestrian facilities (sidewalks) on all streets within and adjacent to Mars Landing. As this area becomes more urban in the future, it is expected that there will be sidewalks along the existing and future streets. There are bicycle lanes (shoulders) along US287. There are no designated bicycle lanes along Skyway Drive. However, there is enough width in Skyway Drive that bicycles can operate safely. Local streets are not required to have bicycle lanes. The base level of service is B for the bicycle destinations. It is concluded that level of service B is achieved. Transit Level of Service Currently, this area is served by the Transfort Flex Route along US287. The transit service is acceptable. There is a bus stop south of Skyway Drive. Conclusions It is concluded that the US287/Skyway and Skyway/Mars intersections will meet the Fort Collins operational criteria with existing control and geometry. The traffic impact will be very small. It is respectfully requested that no further transportation analyses related to the proposed development of the Mars Landing be required at this time. Burlington Northern Railroad287 Skyway Mars Harmony CollegeTrilbyShields LemaySkyway Apartments SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Skyway Apartments TIS, August 2019 SCALE: 1"=100' SITE PLAN Figure 2 DELICH ASSOCIATES Skyway Apartments TIS, August 2019 SKYWAY DRIVE EXISTING INTERSECTION GEOMETRY Figure 3 DELICH ASSOCIATES Skyway Apartments TIS, August 2019 - Denotes Lane US287SkywayMarsSTOP STOP AM/PM RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Skyway Apartments TIS, August 201916/301426/124924/3440/52739/159120/3445/38 12/10 17/27 32/40 8/14 37/36US287 SkywayMars 0/00/00/61/00/015/71/1 72/46 0/0 7/11 46/68 1/2 AM/PM AVERAGED BALANCED RECENT PEAK HOUR TRAFFIC Figure 5 DELICH ASSOCIATES Skyway Apartments TIS, August 201915/301426/124924/3439/52739/159120/3452/38 12/10 22/27 32/40 8/14 37/36US287 SkywayMars 0/00/00/61/00/015/71/1 69/46 0/0 7/11 48/68 1/2 DELICH Mars Landing, August 2019 ASSOCIATES TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM US287/Skyway (signal) EB LT/T/RT D E WB LT/T/RT D E NB LT A A NB T A A NB RT A A NB APPROACH A A SB LT A A SB T A A SB RT A A SB APPROACH A A OVERALL A A Skyway/Mars (stop sign) NB LT/T/RT A A SB LT/T/RT A A EB LT/T/RT A A WB LT/T/RT A A OVERALL A A TABLE 2 Trip Generation for Mars Landing Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 221 Multi-family Housing (Low Rise) 90 D.U. 5.44 490 0.09 8 0.27 24 0.27 24 0.17 16 S. CollegeSky w ayMars nominal60%40%nominal 287 SCALE: 1"=300' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Skyway Apartments TIS, August 2019 AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Skyway Apartments TIS, August 2019US287SkywayMars8/24 NOM NOM24/163/105/1414/10 10/6 AM/PM SHORT RANGE (2024) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Skyway Apartments TIS, August 201917/331490/130526/3843/57772/166322/3857/42 13/11 24/30 35/44 9/15 41/40US287 SkywayMars 0/00/00/61/00/015/71/1 76/51 0/0 7/11 53/75 1/2 AM/PM SHORT RANGE (2024) TOTAL PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Skyway Apartments TIS, August 201920/431490/130526/3848/71772/166322/3871/52 13/11 34/36 35/44 9/15 41/40US287 SkywayMars 0/00/024/221/00/015/71/1 76/51 0/0 7/11 53/75 9/26 DELICH Mars Landing, August 2019 ASSOCIATES TABLE 3 Short Range (2024) Background Peak Hour Operation Intersection Movement Level of Service AM PM US287/Skyway (signal) EB LT/T/RT D E WB LT/T/RT D E NB LT A A NB T A A NB RT A A NB APPROACH A A SB LT A A SB T A A SB RT A A SB APPROACH A A OVERALL A A Skyway/Mars (stop sign) NB LT/T/RT A A SB LT/T/RT A A EB LT/T/RT A A WB LT/T/RT A A OVERALL A A DELICH Mars Landing, August 2019 ASSOCIATES TABLE 4 Short Range (2024) Total Peak Hour Operation Intersection Movement Level of Service AM PM US287/Skyway (signal) EB LT/T/RT D E WB LT/T/RT D E NB LT A A NB T A A NB RT A A NB APPROACH A A SB LT A A SB T A A SB RT A A SB APPROACH A A OVERALL A A Skyway/Mars (stop sign) NB LT/T/RT A A SB LT/T/RT A B EB LT/T/RT A A WB LT/T/RT A A OVERALL A A APPENDIX A APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 6/19/2018 Observer: City of Fort Collins Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: US287/Skyway S = straight L = left turn Time Northbound: US287 Southbound: US287 Total Eastbound: Skyway Westbound: Skyway 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 1 373 2 376 4 192 10 206 582 8 1 4 13 7 1 8 16 29 611 7:45 4 408 9 421 2 192 14 208 629 18 4 4 26 5 4 10 19 45 674 8:00 5 300 7 312 7 182 9 198 510 16 3 6 25 13 1 8 22 47 557 8:15 6 345 6 357 7 173 7 187 544 3 4 3 10 12 2 6 20 30 574 7:30-8:30 16 1426 24 1466 20 739 40 799 2265 45 12 17 74 37 8 32 77 151 2416 PHF 0.67 0.87 0.67 0.87 0.71 0.96 0.71 0.96 0.63 0.75 0.71 0.71 0.71 0.5 0.8 0.88 0.9 4:30 11 311 10 332 8 427 15 450 782 12 7 5 24 7 3 12 22 46 828 4:45 6 303 12 321 8 344 15 367 688 10 2 9 21 12 2 8 22 43 731 5:00 7 306 5 318 9 418 7 434 752 9 0 5 14 6 3 12 21 35 787 5:15 6 329 7 342 9 402 15 426 768 7 1 8 16 11 6 8 25 41 809 4:30-5:30 30 1249 34 1313 34 1591 52 1677 2990 38 10 27 75 36 14 40 90 165 3155 PHF 0.68 0.95 0.71 0.96 0.94 0.93 0.87 0.93 0.79 0.36 0.75 0.78 0.75 0.58 0.83 0.9 0.95 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 7/10/2019 Observer: Jackson Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Skyway/Mars S = straight L = left turn Time Northbound: Mars Southbound: Mars Total Eastbound: Skyway Westbound: Skyway Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 0 0 0 3 0 0 3 3 0 12 0 12 0 7 1 8 20 23 7:45 0 0 0 0 5 0 1 6 6 0 22 0 22 1 12 2 15 37 43 8:00 0 0 0 0 4 0 0 4 4 1 24 0 25 0 16 1 17 42 46 8:15 0 0 0 0 3 0 0 3 3 0 14 0 14 0 11 3 14 28 31 7:30-8:30 0 0 0 0 15 0 1 16 16 1 72 0 73 1 46 7 54 127 143 PHF n/a n/a n/a n/a 0.75 n/a 0.25 0.67 0.25 0.75 n/a 0.73 0.25 0.72 0.58 0.79 0.78 4:30 0 0 2 2 1 0 0 1 3 0 10 0 10 0 13 2 15 25 28 4:45 0 0 3 3 4 0 0 4 7 0 14 0 14 1 18 3 22 36 43 5:00 0 0 0 0 0 0 0 0 0 1 10 0 11 0 17 3 20 31 31 5:15 0 0 1 1 2 0 0 2 3 0 12 0 12 1 20 3 24 36 39 4:30-5:30 0 0 6 6 7 0 0 7 13 1 46 0 47 2 68 11 81 128 141 PHF n/a n/a 0.5 0.5 0.44 n/a n/a 0.44 0.25 0.82 n/a 0.84 0.5 0.85 0.92 0.84 0.82 APPENDIX C HCM 6th Signalized Intersection Summary Recent AM 3: US287 & Skyway Drive Skyway Apartments 08/05/2019 Synchro 9 Light Report Delich Associates recent am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 52 12 22 37 8 32 15 1426 24 20 739 39 Future Volume (veh/h) 52 12 22 37 8 32 15 1426 24 20 739 39 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1796 1945 1796 1796 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 58 13 11 41 9 7 17 1584 4 22 821 20 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, %222222222222 Cap, veh/h 143 21 17 136 28 15 563 2713 1210 298 2724 1215 Arrive On Green 0.06 0.07 0.06 0.06 0.07 0.06 0.02 0.76 0.76 0.03 0.77 0.77 Sat Flow, veh/h 1195 281 229 1090 380 206 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 82 0 0 57 0 0 17 1584 4 22 821 20 Grp Sat Flow(s),veh/h/ln 1705 0 0 1675 0 0 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 1.6 0.0 0.0 0.0 0.0 0.0 0.2 20.9 0.1 0.3 7.7 0.3 Cycle Q Clear(g_c), s 5.0 0.0 0.0 3.4 0.0 0.0 0.2 20.9 0.1 0.3 7.7 0.3 Prop In Lane 0.71 0.13 0.72 0.12 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 165 0 0 164 0 0 563 2713 1210 298 2724 1215 V/C Ratio(X) 0.50 0.00 0.00 0.35 0.00 0.00 0.03 0.58 0.00 0.07 0.30 0.02 Avail Cap(c_a), veh/h 388 0 0 377 0 0 634 2713 1210 363 2724 1215 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 49.9 0.0 0.0 49.2 0.0 0.0 2.8 5.5 3.1 4.6 3.9 3.0 Incr Delay (d2), s/veh 2.3 0.0 0.0 1.3 0.0 0.0 0.0 0.9 0.0 0.1 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 0.0 0.0 1.6 0.0 0.0 0.0 5.0 0.0 0.1 1.8 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 52.2 0.0 0.0 50.5 0.0 0.0 2.8 6.5 3.1 4.7 4.2 3.1 LnGrp LOS D A A D AAAAAAAA Approach Vol, veh/h 82 57 1605 863 Approach Delay, s/veh 52.2 50.5 6.4 4.2 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.0 90.0 13.0 6.6 90.3 13.0 Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0 Max Green Setting (Gmax), s 6.0 63.0 23.0 6.0 63.0 23.0 Max Q Clear Time (g_c+I1), s 2.3 22.9 7.0 2.2 9.7 5.4 Green Ext Time (p_c), s 0.0 8.4 0.2 0.0 3.3 0.1 Intersection Summary HCM 6th Ctrl Delay 8.1 HCM 6th LOS A Timing Report, Sorted By Phase Recent AM 3: US287 & Skyway Drive Skyway Apartments 08/05/2019 Synchro 9 Light Report Delich Associates recent am.syn Phase Number 124568 Movement SBL NBTL EBTL NBL SBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 70 29 11 70 29 Maximum Split (%) 10.0% 63.6% 26.4% 10.0% 63.6% 26.4% Minimum Split (s) 11 25 29 11 25 29 Yellow Time (s) 3 5.5 3 3 5.5 3 All-Red Time (s) 2 1.5 3 2 1.5 3 Minimum Initial (s) 4 15 4 4 15 4 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 16 10 16 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 80 91 51 80 91 51 End Time (s) 91 51 80 91 51 80 Yield/Force Off (s) 86 44 74 86 44 74 Yield/Force Off 170(s) 86 34 58 86 34 58 Local Start Time (s) 29 40 0 29 40 0 Local Yield (s) 35 103 23 35 103 23 Local Yield 170(s) 35 93 7 35 93 7 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 51 (46%), Referenced to phase 2:NBTL and 6:SBTL, Start of Red Splits and Phases: 3: US287 & Skyway Drive Queues Recent AM 3: US287 & Skyway Drive Skyway Apartments 08/05/2019 Synchro 9 Light Report Delich Associates recent am.syn Lane Group EBT WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 95 86 17 1584 27 22 821 43 v/c Ratio 0.48 0.45 0.03 0.61 0.02 0.08 0.31 0.04 Control Delay 44.9 35.6 3.7 10.2 0.0 4.2 6.8 0.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 44.9 35.6 3.7 10.2 0.0 4.2 6.8 0.6 Queue Length 50th (ft) 55 37 2 178 0 2 66 0 Queue Length 95th (ft) 96 78 10 513 0 11 198 5 Internal Link Dist (ft) 558 942 724 774 Turn Bay Length (ft) 275 325 275 275 Base Capacity (vph) 339 322 546 2612 1111 267 2613 1151 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.28 0.27 0.03 0.61 0.02 0.08 0.31 0.04 Intersection Summary HCM 6th Signalized Intersection Summary Recent PM 3: US287 & Skyway Drive Skyway Apartments 08/05/2019 Synchro 9 Light Report Delich Associates recent pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 38 10 27 36 14 40 30 1249 34 34 1591 50 Future Volume (veh/h) 38 10 27 36 14 40 30 1249 34 34 1591 50 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1796 1945 1796 1796 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 40 11 9 38 15 16 32 1315 17 36 1675 34 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 119 25 16 102 27 25 281 2772 1236 384 2777 1239 Arrive On Green 0.06 0.06 0.06 0.06 0.06 0.06 0.03 0.78 0.78 0.03 0.78 0.78 Sat Flow, veh/h 1088 386 260 867 433 393 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 60 0 0 69 0 0 32 1315 17 36 1675 34 Grp Sat Flow(s),veh/h/ln 1735 0 0 1693 0 0 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 0.0 0.0 0.0 0.7 0.0 0.0 0.4 15.5 0.3 0.5 23.4 0.6 Cycle Q Clear(g_c), s 3.9 0.0 0.0 4.6 0.0 0.0 0.4 15.5 0.3 0.5 23.4 0.6 Prop In Lane 0.67 0.15 0.55 0.23 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 146 0 0 140 0 0 281 2772 1236 384 2777 1239 V/C Ratio(X) 0.41 0.00 0.00 0.49 0.00 0.00 0.11 0.47 0.01 0.09 0.60 0.03 Avail Cap(c_a), veh/h 291 0 0 284 0 0 332 2772 1236 431 2777 1239 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.8 0.0 0.0 55.1 0.0 0.0 4.7 4.6 2.9 3.3 5.4 2.9 Incr Delay (d2), s/veh 1.9 0.0 0.0 2.7 0.0 0.0 0.2 0.6 0.0 0.1 1.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 0.0 0.0 2.2 0.0 0.0 0.1 3.7 0.1 0.1 5.6 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 56.7 0.0 0.0 57.8 0.0 0.0 4.9 5.2 3.0 3.4 6.4 3.0 LnGrp LOS EAAEAAAAAAAA Approach Vol, veh/h 60 69 1364 1745 Approach Delay, s/veh 56.7 57.8 5.2 6.3 Approach LOS EEAA Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.6 99.8 12.6 7.8 99.6 12.6 Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0 Max Green Setting (Gmax), s 6.0 78.0 18.0 6.0 78.0 18.0 Max Q Clear Time (g_c+I1), s 2.4 25.4 5.9 2.5 17.5 6.6 Green Ext Time (p_c), s 0.0 9.7 0.1 0.0 6.3 0.1 Intersection Summary HCM 6th Ctrl Delay 7.8 HCM 6th LOS A Timing Report, Sorted By Phase Recent PM 3: US287 & Skyway Drive Skyway Apartments 08/05/2019 Synchro 9 Light Report Delich Associates recent pm.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 85 24 11 85 24 Maximum Split (%) 9.2% 70.8% 20.0% 9.2% 70.8% 20.0% Minimum Split (s) 11 25 24 11 25 24 Yellow Time (s) 3 5.5 3 3 5.5 3 All-Red Time (s) 2 1.5 3 2 1.5 3 Minimum Initial (s) 4 15 4 4 15 4 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 7 18 103 7 18 103 End Time (s) 18 103 7 18 103 7 Yield/Force Off (s) 13 96 1 13 96 1 Yield/Force Off 170(s) 13 86 1 13 86 1 Local Start Time (s) 24 35 0 24 35 0 Local Yield (s) 30 113 18 30 113 18 Local Yield 170(s) 30 103 18 30 103 18 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 103 (86%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: US287 & Skyway Drive Queues Recent PM 3: US287 & Skyway Drive Skyway Apartments 08/05/2019 Synchro 9 Light Report Delich Associates recent pm.syn Lane Group EBT WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 79 95 32 1315 36 36 1675 53 v/c Ratio 0.49 0.58 0.13 0.49 0.03 0.10 0.63 0.05 Control Delay 47.5 49.2 3.6 7.8 0.2 3.1 9.8 0.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.5 49.2 3.6 7.8 0.2 3.1 9.8 0.9 Queue Length 50th (ft) 44 50 3 212 0 4 321 0 Queue Length 95th (ft) 90 103 11 317 2 12 478 8 Internal Link Dist (ft) 558 942 724 774 Turn Bay Length (ft) 275 325 275 275 Base Capacity (vph) 245 246 251 2663 1130 350 2664 1170 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.32 0.39 0.13 0.49 0.03 0.10 0.63 0.05 Intersection Summary HCM 6th TWSC Recent AM 6: Skyway Drive & Mars Drive Skyway Apartments 07/29/2019 Synchro 9 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 69 0 1 48 70001501 Future Vol, veh/h 1 69 0 1 48 70001501 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 92 92 85 85 92 92 92 85 92 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 1 81 0 1 56 80001801 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 64 0 0 81 0 0 146 149 81 145 145 60 Stage 1 ------8383-6262- Stage 2 ------6366-8383- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1538 - - 1517 - - 823 743 979 824 746 1005 Stage 1 ------925826-949843- Stage 2 ------948840-925826- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1538 - - 1517 - - 821 742 979 822 745 1005 Mov Cap-2 Maneuver ------821742-822745- Stage 1 ------924825-948842- Stage 2 ------946839-924825- Approach EB WB NB SB HCM Control Delay, s 0.1 0.1 0 9.4 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) - 1538 - - 1517 - - 831 HCM Lane V/C Ratio - 0.001 - - 0.001 - - 0.023 HCM Control Delay (s) 0 7.3 0 - 7.4 0 - 9.4 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) - 0 - - 0 - - 0.1 HCM 6th TWSC Recent PM 6: Skyway Drive & Mars Drive Skyway Apartments 07/29/2019 Synchro 9 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 46 0 2 68 11 006700 Future Vol, veh/h 1 46 0 2 68 11 006700 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 1 54 0 2 80 13 007800 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 93 0 0 54 0 0 147 153 54 151 147 87 Stage 1 ------5656-9191- Stage 2 ------9197-6056- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1501 - - 1551 - - 821 739 1013 816 744 971 Stage 1 ------956848-916820- Stage 2 ------916815-951848- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1501 - - 1551 - - 819 738 1013 809 743 971 Mov Cap-2 Maneuver ------819738-809743- Stage 1 ------955847-915819- Stage 2 ------915814-943847- Approach EB WB NB SB HCM Control Delay, s 0.2 0.2 8.6 9.5 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 1013 1501 - - 1551 - - 809 HCM Lane V/C Ratio 0.007 0.001 - - 0.002 - - 0.01 HCM Control Delay (s) 8.6 7.4 0 - 7.3 0 - 9.5 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 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 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Approach Leg Any Movement Signalized D1 E E2 Unsignalized E3 F4 Arterial/Arterial Collector/Collector Unsignalized D3 F4 Arterial/Collector Arterial/Local Collector/Local Local/Local Roundabout E3,5 E5,4 E5 1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5% of total entering volume 3 Use weighed average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS APPENDIX D HCM 6th Signalized Intersection Summary Short Bkgrd AM 3: US287 & Skyway Drive Skyway Apartments 08/05/2019 Synchro 9 Light Report Delich Associates sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 57 13 24 41 9 35 17 1490 26 22 772 43 Future Volume (veh/h) 57 13 24 41 9 35 17 1490 26 22 772 43 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1796 1945 1796 1796 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 63 14 13 46 10 11 19 1656 3 24 858 25 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, %222222222222 Cap, veh/h 148 22 19 135 27 21 541 2693 1201 279 2703 1206 Arrive On Green 0.07 0.08 0.07 0.07 0.08 0.07 0.03 0.76 0.76 0.03 0.76 0.76 Sat Flow, veh/h 1188 278 247 1030 346 270 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 90 0 0 67 0 0 19 1656 3 24 858 25 Grp Sat Flow(s),veh/h/ln 1713 0 0 1646 0 0 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 1.3 0.0 0.0 0.0 0.0 0.0 0.3 23.3 0.1 0.3 8.4 0.4 Cycle Q Clear(g_c), s 5.4 0.0 0.0 4.2 0.0 0.0 0.3 23.3 0.1 0.3 8.4 0.4 Prop In Lane 0.70 0.14 0.69 0.16 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 173 0 0 168 0 0 541 2693 1201 279 2703 1206 V/C Ratio(X) 0.52 0.00 0.00 0.40 0.00 0.00 0.04 0.61 0.00 0.09 0.32 0.02 Avail Cap(c_a), veh/h 389 0 0 375 0 0 609 2693 1201 343 2703 1206 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 49.6 0.0 0.0 49.1 0.0 0.0 2.9 6.0 3.2 5.2 4.2 3.2 Incr Delay (d2), s/veh 2.4 0.0 0.0 1.5 0.0 0.0 0.0 1.1 0.0 0.1 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 0.0 0.0 1.9 0.0 0.0 0.1 5.7 0.0 0.1 2.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 52.0 0.0 0.0 50.6 0.0 0.0 3.0 7.1 3.2 5.4 4.5 3.2 LnGrp LOS D A A D AAAAAAAA Approach Vol, veh/h 90 67 1678 907 Approach Delay, s/veh 52.0 50.6 7.0 4.5 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.8 89.7 13.6 7.1 89.4 13.6 Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0 Max Green Setting (Gmax), s 6.0 63.0 23.0 6.0 63.0 23.0 Max Q Clear Time (g_c+I1), s 2.3 10.4 7.4 2.3 25.3 6.2 Green Ext Time (p_c), s 0.0 3.5 0.2 0.0 9.0 0.1 Intersection Summary HCM 6th Ctrl Delay 8.7 HCM 6th LOS A Timing Report, Sorted By Phase Short Bkgrd AM 3: US287 & Skyway Drive Skyway Apartments 08/05/2019 Synchro 9 Light Report Delich Associates sb am.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 70 29 11 70 29 Maximum Split (%) 10.0% 63.6% 26.4% 10.0% 63.6% 26.4% Minimum Split (s) 11 25 29 11 25 29 Yellow Time (s) 3 5.5 3 3 5.5 3 All-Red Time (s) 2 1.5 3 2 1.5 3 Minimum Initial (s) 4 15 4 4 15 4 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 16 10 16 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 80 91 51 80 91 51 End Time (s) 91 51 80 91 51 80 Yield/Force Off (s) 86 44 74 86 44 74 Yield/Force Off 170(s) 86 34 58 86 34 58 Local Start Time (s) 29 40 0 29 40 0 Local Yield (s) 35 103 23 35 103 23 Local Yield 170(s) 35 93 7 35 93 7 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 51 (46%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: US287 & Skyway Drive Queues Short Bkgrd AM 3: US287 & Skyway Drive Skyway Apartments 08/05/2019 Synchro 9 Light Report Delich Associates sb am.syn Lane Group EBT WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 104 95 19 1656 29 24 858 48 v/c Ratio 0.52 0.48 0.04 0.66 0.03 0.10 0.33 0.04 Control Delay 46.1 37.9 3.8 12.2 0.0 4.5 7.1 0.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.1 37.9 3.8 12.2 0.0 4.5 7.1 0.9 Queue Length 50th (ft) 60 44 2 323 0 3 73 0 Queue Length 95th (ft) 104 87 10 557 0 12 210 7 Internal Link Dist (ft) 558 942 724 774 Turn Bay Length (ft) 275 325 275 275 Base Capacity (vph) 334 318 526 2528 1078 243 2597 1144 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.31 0.30 0.04 0.66 0.03 0.10 0.33 0.04 Intersection Summary HCM 6th Signalized Intersection Summary Short Bkgrd PM 3: US287 & Skyway Drive Skyway Apartments 08/05/2019 Synchro 9 Light Report Delich Associates sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 42 11 30 40 15 44 33 1305 38 38 1663 57 Future Volume (veh/h) 42 11 30 40 15 44 33 1305 38 38 1663 57 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1796 1945 1796 1796 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 44 12 13 42 16 20 35 1374 19 40 1751 41 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 118 25 22 104 29 30 262 2748 1225 363 2753 1228 Arrive On Green 0.06 0.07 0.06 0.06 0.07 0.06 0.03 0.77 0.77 0.03 0.77 0.77 Sat Flow, veh/h 1004 365 318 844 415 434 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 69 0 0 78 0 0 35 1374 19 40 1751 41 Grp Sat Flow(s),veh/h/ln 1687 0 0 1693 0 0 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 0.0 0.0 0.0 0.6 0.0 0.0 0.5 17.2 0.3 0.5 26.3 0.7 Cycle Q Clear(g_c), s 4.6 0.0 0.0 5.2 0.0 0.0 0.5 17.2 0.3 0.5 26.3 0.7 Prop In Lane 0.64 0.19 0.54 0.26 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 151 0 0 149 0 0 262 2748 1225 363 2753 1228 V/C Ratio(X) 0.46 0.00 0.00 0.52 0.00 0.00 0.13 0.50 0.02 0.11 0.64 0.03 Avail Cap(c_a), veh/h 289 0 0 284 0 0 311 2748 1225 408 2753 1228 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.5 0.0 0.0 54.8 0.0 0.0 5.6 5.0 3.1 3.7 6.0 3.1 Incr Delay (d2), s/veh 2.1 0.0 0.0 2.8 0.0 0.0 0.2 0.7 0.0 0.1 1.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 0.0 0.0 2.5 0.0 0.0 0.1 4.2 0.1 0.1 6.5 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 56.7 0.0 0.0 57.6 0.0 0.0 5.8 5.7 3.1 3.8 7.1 3.2 LnGrp LOS EAAEAAAAAAAA Approach Vol, veh/h 69 78 1428 1832 Approach Delay, s/veh 56.7 57.6 5.7 7.0 Approach LOS EEAA Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.8 99.0 13.3 7.9 98.8 13.3 Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0 Max Green Setting (Gmax), s 6.0 78.0 18.0 6.0 78.0 18.0 Max Q Clear Time (g_c+I1), s 2.5 28.3 6.6 2.5 19.2 7.2 Green Ext Time (p_c), s 0.0 10.5 0.1 0.0 6.8 0.1 Intersection Summary HCM 6th Ctrl Delay 8.6 HCM 6th LOS A Timing Report, Sorted By Phase Short Bkgrd PM 3: US287 & Skyway Drive Skyway Apartments 08/05/2019 Synchro 9 Light Report Delich Associates sb pm.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 85 24 11 85 24 Maximum Split (%) 9.2% 70.8% 20.0% 9.2% 70.8% 20.0% Minimum Split (s) 11 25 24 11 25 24 Yellow Time (s) 3 5.5 3 3 5.5 3 All-Red Time (s) 2 1.5 3 2 1.5 3 Minimum Initial (s) 4 15 4 4 15 4 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 7 18 103 7 18 103 End Time (s) 18 103 7 18 103 7 Yield/Force Off (s) 13 96 1 13 96 1 Yield/Force Off 170(s) 13 86 1 13 86 1 Local Start Time (s) 24 35 0 24 35 0 Local Yield (s) 30 113 18 30 113 18 Local Yield 170(s) 30 103 18 30 103 18 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 103 (86%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: US287 & Skyway Drive Queues Short Bkgrd PM 3: US287 & Skyway Drive Skyway Apartments 08/05/2019 Synchro 9 Light Report Delich Associates sb pm.syn Lane Group EBT WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 88 104 35 1374 40 40 1751 60 v/c Ratio 0.52 0.60 0.15 0.53 0.04 0.13 0.66 0.05 Control Delay 48.8 51.0 4.2 9.2 0.4 3.6 10.9 1.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 48.8 51.0 4.2 9.2 0.4 3.6 10.9 1.2 Queue Length 50th (ft) 50 57 4 236 0 5 363 0 Queue Length 95th (ft) 100 111 12 347 3 14 534 11 Internal Link Dist (ft) 558 942 724 774 Turn Bay Length (ft) 275 325 275 275 Base Capacity (vph) 241 242 229 2576 1095 320 2640 1160 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.37 0.43 0.15 0.53 0.04 0.13 0.66 0.05 Intersection Summary HCM 6th TWSC Short Bkgrd AM 6: Skyway Drive & Mars Drive Skyway Apartments 07/29/2019 Synchro 9 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 76 0 1 53 70001501 Future Vol, veh/h 1 76 0 1 53 70001501 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 1 89 0 1 62 80001801 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 70 0 0 89 0 0 160 163 89 159 159 66 Stage 1 ------9191-6868- Stage 2 ------6972-9191- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1531 - - 1506 - - 806 729 969 807 733 998 Stage 1 ------916820-942838- Stage 2 ------941835-916820- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1531 - - 1506 - - 804 728 969 805 732 998 Mov Cap-2 Maneuver ------804728-805732- Stage 1 ------915819-941837- Stage 2 ------939834-915819- Approach EB WB NB SB HCM Control Delay, s 0.1 0.1 0 9.5 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) - 1531 - - 1506 - - 815 HCM Lane V/C Ratio - 0.001 - - 0.001 - - 0.023 HCM Control Delay (s) 0 7.4 0 - 7.4 0 - 9.5 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) - 0 - - 0 - - 0.1 HCM 6th TWSC Short Bkgrd PM 6: Skyway Drive & Mars Drive Skyway Apartments 07/29/2019 Synchro 9 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 51 0 2 75 11 006700 Future Vol, veh/h 1 51 0 2 75 11 006700 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 1 60 0 2 88 13 007800 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 101 0 0 60 0 0 161 167 60 165 161 95 Stage 1 ------6262-9999- Stage 2 ------99105-6662- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1491 - - 1544 - - 804 726 1005 800 731 962 Stage 1 ------949843-907813- Stage 2 ------907808-945843- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1491 - - 1544 - - 802 725 1005 793 730 962 Mov Cap-2 Maneuver ------802725-793730- Stage 1 ------948842-906812- Stage 2 ------906807-937842- Approach EB WB NB SB HCM Control Delay, s 0.1 0.2 8.6 9.6 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 1005 1491 - - 1544 - - 793 HCM Lane V/C Ratio 0.007 0.001 - - 0.002 - - 0.01 HCM Control Delay (s) 8.6 7.4 0 - 7.3 0 - 9.6 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 APPENDIX E HCM 6th Signalized Intersection Summary Short Total AM 3: US287 & Skyway Drive Skyway Apartments 08/05/2019 Synchro 9 Light Report Delich Associates st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 71 13 34 41 9 35 20 1490 26 22 772 48 Future Volume (veh/h) 71 13 34 41 9 35 20 1490 26 22 772 48 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1796 1945 1796 1796 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 79 14 21 46 10 11 22 1656 2 24 858 29 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, %222222222222 Cap, veh/h 163 21 29 146 34 24 527 2635 1175 270 2639 1177 Arrive On Green 0.09 0.09 0.09 0.09 0.09 0.09 0.03 0.74 0.74 0.03 0.74 0.74 Sat Flow, veh/h 1147 218 308 965 357 260 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 114 0 0 67 0 0 22 1656 2 24 858 29 Grp Sat Flow(s),veh/h/ln 1674 0 0 1582 0 0 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 2.9 0.0 0.0 0.0 0.0 0.0 0.3 24.8 0.0 0.3 9.0 0.5 Cycle Q Clear(g_c), s 7.2 0.0 0.0 4.3 0.0 0.0 0.3 24.8 0.0 0.3 9.0 0.5 Prop In Lane 0.69 0.18 0.69 0.16 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 198 0 0 190 0 0 527 2635 1175 270 2639 1177 V/C Ratio(X) 0.58 0.00 0.00 0.35 0.00 0.00 0.04 0.63 0.00 0.09 0.33 0.02 Avail Cap(c_a), veh/h 387 0 0 371 0 0 593 2635 1175 334 2639 1177 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.6 0.0 0.0 47.4 0.0 0.0 3.4 6.9 3.7 6.0 4.8 3.7 Incr Delay (d2), s/veh 2.6 0.0 0.0 1.1 0.0 0.0 0.0 1.1 0.0 0.1 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.2 0.0 0.0 1.8 0.0 0.0 0.1 6.5 0.0 0.1 2.3 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 51.3 0.0 0.0 48.5 0.0 0.0 3.4 8.0 3.7 6.1 5.1 3.7 LnGrp LOS D A A D AAAAAAAA Approach Vol, veh/h 114 67 1680 911 Approach Delay, s/veh 51.3 48.5 8.0 5.1 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.0 87.7 15.4 7.1 87.6 15.4 Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0 Max Green Setting (Gmax), s 6.0 63.0 23.0 6.0 63.0 23.0 Max Q Clear Time (g_c+I1), s 2.3 11.0 9.2 2.3 26.8 6.3 Green Ext Time (p_c), s 0.0 3.5 0.2 0.0 8.9 0.1 Intersection Summary HCM 6th Ctrl Delay 9.8 HCM 6th LOS A Timing Report, Sorted By Phase Short Total AM 3: US287 & Skyway Drive Skyway Apartments 08/05/2019 Synchro 9 Light Report Delich Associates st am.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 70 29 11 70 29 Maximum Split (%) 10.0% 63.6% 26.4% 10.0% 63.6% 26.4% Minimum Split (s) 11 25 29 11 25 29 Yellow Time (s) 3 5.5 3 3 5.5 3 All-Red Time (s) 2 1.5 3 2 1.5 3 Minimum Initial (s) 4 15 4 4 15 4 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 16 10 16 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 80 91 51 80 91 51 End Time (s) 91 51 80 91 51 80 Yield/Force Off (s) 86 44 74 86 44 74 Yield/Force Off 170(s) 86 34 58 86 34 58 Local Start Time (s) 29 40 0 29 40 0 Local Yield (s) 35 103 23 35 103 23 Local Yield 170(s) 35 93 7 35 93 7 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 51 (46%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: US287 & Skyway Drive Queues Short Total AM 3: US287 & Skyway Drive Skyway Apartments 08/05/2019 Synchro 9 Light Report Delich Associates st am.syn Lane Group EBT WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 131 95 22 1656 29 24 858 53 v/c Ratio 0.60 0.45 0.04 0.67 0.03 0.10 0.34 0.05 Control Delay 48.5 35.8 4.1 13.0 0.0 4.8 7.6 1.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 48.5 35.8 4.1 13.0 0.0 4.8 7.6 1.1 Queue Length 50th (ft) 77 43 3 347 0 3 81 0 Queue Length 95th (ft) 128 87 11 557 0 12 210 9 Internal Link Dist (ft) 558 942 724 774 Turn Bay Length (ft) 275 325 275 275 Base Capacity (vph) 336 311 515 2481 1059 235 2550 1125 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.39 0.31 0.04 0.67 0.03 0.10 0.34 0.05 Intersection Summary HCM 6th Signalized Intersection Summary Short Total PM 3: US287 & Skyway Drive Skyway Apartments 08/05/2019 Synchro 9 Light Report Delich Associates st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 52 11 36 40 15 44 43 1305 38 38 1663 71 Future Volume (veh/h) 52 11 36 40 15 44 43 1305 38 38 1663 71 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1796 1945 1796 1796 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 55 12 19 42 16 20 45 1374 19 40 1751 53 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 126 21 28 106 33 32 261 2723 1214 359 2718 1212 Arrive On Green 0.07 0.08 0.07 0.07 0.08 0.07 0.03 0.77 0.77 0.03 0.76 0.76 Sat Flow, veh/h 1007 274 363 792 434 423 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 86 0 0 78 0 0 45 1374 19 40 1751 53 Grp Sat Flow(s),veh/h/ln 1644 0 0 1649 0 0 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 0.6 0.0 0.0 0.0 0.0 0.0 0.6 17.7 0.3 0.6 27.4 1.0 Cycle Q Clear(g_c), s 6.0 0.0 0.0 5.4 0.0 0.0 0.6 17.7 0.3 0.6 27.4 1.0 Prop In Lane 0.64 0.22 0.54 0.26 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 160 0 0 158 0 0 261 2723 1214 359 2718 1212 V/C Ratio(X) 0.54 0.00 0.00 0.49 0.00 0.00 0.17 0.50 0.02 0.11 0.64 0.04 Avail Cap(c_a), veh/h 286 0 0 282 0 0 304 2723 1214 404 2718 1212 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.4 0.0 0.0 54.1 0.0 0.0 6.3 5.3 3.3 3.9 6.5 3.4 Incr Delay (d2), s/veh 2.8 0.0 0.0 2.4 0.0 0.0 0.3 0.7 0.0 0.1 1.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.7 0.0 0.0 2.4 0.0 0.0 0.2 4.5 0.1 0.1 7.1 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 57.2 0.0 0.0 56.5 0.0 0.0 6.6 6.0 3.3 4.1 7.7 3.5 LnGrp LOS EAAEAAAAAAAA Approach Vol, veh/h 86 78 1438 1844 Approach Delay, s/veh 57.2 56.5 6.0 7.5 Approach LOS EEAA Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.1 97.8 14.1 7.9 97.9 14.1 Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0 Max Green Setting (Gmax), s 6.0 78.0 18.0 6.0 78.0 18.0 Max Q Clear Time (g_c+I1), s 2.6 29.4 8.0 2.6 19.7 7.4 Green Ext Time (p_c), s 0.0 10.6 0.1 0.0 6.8 0.1 Intersection Summary HCM 6th Ctrl Delay 9.2 HCM 6th LOS A Timing Report, Sorted By Phase Short Total PM 3: US287 & Skyway Drive Skyway Apartments 08/05/2019 Synchro 9 Light Report Delich Associates st pm.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 85 24 11 85 24 Maximum Split (%) 9.2% 70.8% 20.0% 9.2% 70.8% 20.0% Minimum Split (s) 11 25 24 11 25 24 Yellow Time (s) 3 5.5 3 3 5.5 3 All-Red Time (s) 2 1.5 3 2 1.5 3 Minimum Initial (s) 4 15 4 4 15 4 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 7 18 103 7 18 103 End Time (s) 18 103 7 18 103 7 Yield/Force Off (s) 13 96 1 13 96 1 Yield/Force Off 170(s) 13 86 1 13 86 1 Local Start Time (s) 24 35 0 24 35 0 Local Yield (s) 30 113 18 30 113 18 Local Yield 170(s) 30 103 18 30 103 18 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 103 (86%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: US287 & Skyway Drive Queues Short Total PM 3: US287 & Skyway Drive Skyway Apartments 08/05/2019 Synchro 9 Light Report Delich Associates st pm.syn Lane Group EBT WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 105 104 45 1374 40 40 1751 75 v/c Ratio 0.60 0.60 0.20 0.54 0.04 0.13 0.68 0.07 Control Delay 54.7 50.2 4.9 9.4 0.4 3.7 12.1 1.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.7 50.2 4.9 9.4 0.4 3.7 12.1 1.7 Queue Length 50th (ft) 63 56 5 241 0 5 371 0 Queue Length 95th (ft) 118 111 15 347 3 14 534 16 Internal Link Dist (ft) 558 942 724 774 Turn Bay Length (ft) 275 325 275 275 Base Capacity (vph) 240 237 223 2562 1090 318 2562 1129 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.44 0.44 0.20 0.54 0.04 0.13 0.68 0.07 Intersection Summary HCM 6th TWSC Short Total AM 6: Skyway Drive & Mars Drive Skyway Apartments 07/29/2019 Synchro 9 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 76 0 9 53 7 0 0 24 15 0 1 Future Vol, veh/h 1 76 0 9 53 7 0 0 24 15 0 1 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 1 89 0 11 62 8 0 0 28 18 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 70 0 0 89 0 0 180 183 89 193 179 66 Stage 1 ------9191-8888- Stage 2 ------8992-10591- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1531 - - 1506 - - 782 711 969 767 715 998 Stage 1 ------916820-920822- Stage 2 ------918819-901820- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1531 - - 1506 - - 776 705 969 739 709 998 Mov Cap-2 Maneuver ------776705-739709- Stage 1 ------915819-919815- Stage 2 ------910812-874819- Approach EB WB NB SB HCM Control Delay, s 0.1 1 8.8 9.9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 969 1531 - - 1506 - - 751 HCM Lane V/C Ratio 0.029 0.001 - - 0.007 - - 0.025 HCM Control Delay (s) 8.8 7.4 0 - 7.4 0 - 9.9 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.1 HCM 6th TWSC Short Total PM 6: Skyway Drive & Mars Drive Skyway Apartments 07/29/2019 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 51 0 26 75 11 0 0 22 7 0 0 Future Vol, veh/h 1 51 0 26 75 11 0 0 22 7 0 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 1 60 0 31 88 13 0 0 26 8 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 101 0 0 60 0 0 219 225 60 232 219 95 Stage 1 ------6262-157157- Stage 2 ------157163-7562- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1491 - - 1544 - - 737 674 1005 723 679 962 Stage 1 ------949843-845768- Stage 2 ------845763-934843- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1491 - - 1544 - - 724 659 1005 693 664 962 Mov Cap-2 Maneuver ------724659-693664- Stage 1 ------948842-844752- Stage 2 ------827747-909842- Approach EB WB NB SB HCM Control Delay, s 0.1 1.7 8.7 10.3 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 1005 1491 - - 1544 - - 693 HCM Lane V/C Ratio 0.026 0.001 - - 0.02 - - 0.012 HCM Control Delay (s) 8.7 7.4 0 - 7.4 0 - 10.3 HCM Lane LOS A A A - A A - B HCM 95th %tile Q(veh) 0.1 0 - - 0.1 - - 0 APPENDIX F S. CollegeSk ywayMars 287 SCALE: 1"=500' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Skyway Apartments TIS, August 2019 Pedestrian LOS Worksheet Project Location Classification: Commercial Corridor 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 The commercial uses along the east side of US287 east of the site Commercial Minimum B B C B B 1 Actual A E C D E Proposed A E C D E The commercial uses along the west side of US287 northeast of the site Commercial Minimum B B C B B 2 Actual A E N/A D E Proposed A E N/A D E The residential neighborhood to the north of the site Residential Minimum B B C B B 3 Actual A E N/A D E Proposed A E N/A D E The residential neighborhood to the west and southwest of the site Residential Minimum B B C B B 4 Actual A B B B B Proposed A B B B B Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed