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HomeMy WebLinkAboutHARMONY COTTAGES (AFFORDABLE HOUSING) - PDP - PDP150030 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY_....,//111' DELICH ASSOCIATES Traffic & Transportation Engineering r '-- 2272 Phone:111rGlen (970) Haven 669-2061 Drive Fax: Loveland, (970) 669-Colorado 5034 80538 -7-/-; - - MEMORANDUM FROM: Matt Delich TO: Rod Arndt, Harmony Limited Sara Coutts, The Neenan Company Linda Ripley/Russ Lee, Ripley Design Inc. Martina Wilkinson, City of Fort Collins DATE: November 25,2015 SUBJECT: Harmony Cottages Transportation Impact Study (File: 1587MEO 1) This memorandum constitutes a transportation impact study for Harmony Cottages. The Harmony Cottages site is located in the southeast quadrant of the Taft Hill/Harmony-Larimer County Road 38E (LCR38E) intersection, and is shown in Figure 1. The current site plan for Harmony Cottages is shown in Figure 2. Harmony Cottages is proposed as 48 single family dwelling units (44 duplexes and 4 detached houses). Primary access to the Harmony Cottages site will be via a full-movement access to/from Harmony Road, approximately 640 feet east of Taft Hill Road. The scope of this memorandum was discussed with Martina Wilkinson, City of Fort Collins Traffic Operations. Since the trip generation is expected to be low, a memorandum analyzing impacts to the Taft Hili/Harmony-LCR38E intersection was requested. A base assumptions form and related information is provided in Appendix A. Harmony Road is to the north of (adjacent to) the proposed Harmony Cottages site. It is an east-west street classified as a four-lane arterial east of Taft Hill Road, and LCR38E is classified as a two-lane arterial west of Taft Hill Road according to the Fort Collins Master Street plan. Currently, Harmony Road has a four-lane cross section with center median lane adjacent to the Harmony Cottages site. At the Taft HiII/Harmony- LCR38E intersection, Harmony Road has eastbound and westbound left-turn lanes, a through lane in each direction, and a westbound right-turn lane. The Taft Hill/Harmony- LCR38E intersection has signal control. The posted speed limit in this area of Harmony Road is 40 mph. Taft Hill Road is to the west of (adjacent to) the proposed Harmony Cottages site. It is a north-south street classified as a four-lane arterial according to the Fort Collins Master Street Plan. Currently, Taft Hill Road has a two-lane cross section with center median lane adjacent to the Harmony Cottages site. At the Taft Hili/Harmony-LCR38E intersection, Taft Hill Road has a northbound left-turn lane, dual southbound left-turn lanes, one through lane in each direction, and a southbound right-turn lane. The posted speed limit in this area of Taft Hill Road is 40 mph. DELICH Harmony Cottages TIS, November 2015 ASSOCIATES The existing geometry at the Taft Hill/Harmony-LCR38E intersection is shown in Figure 3. Recent peak hour traffic counts at the Taft Hill/Harmony-LCR38E intersection are shown in Figure 4. Traffic counts at the Taft Hill/Harmony-LCR38E intersection were obtained in June 2014 by the City of Fort Collins. Raw traffic count data is provided in Appendix B. Using the volumes shown in Figure 4, the current peak hour operation at the Taft Hill/Harmony-LCR38E intersection is shown in Table 1. Calculation forms for these analyses are provided in Appendix C. The Taft Hill/Harmony-LCR38E intersection was analyzed using the signalized intersection techniques from the 2010 Highway Capacity Manual (2010 HCM). A description of level of service for signalized and unsignalized intersections from the 2010 Highway Capacity Manual is provided in Appendix C. Table 4-3 (revised per staff comments regarding type of intersection) showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. This site is in an area termed “low density mixed-use” on the Fort Collins Structure Plan. In areas termed “low density mixed-use,” 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 D. At arterial/arterial and arterial/collector or local stop sign controlled intersections, acceptable operation is considered to be at level of service F for any approach leg. At collector/local stop sign controlled intersections, acceptable operation is considered to be at level of service C for any approach leg. As can be seen in Table 1, the Taft Hill/Harmony intersection is currently operating acceptably with existing control and geometry. It is important to note that a northbound right-turn lane and an eastbound right-turn lane are required using the existing traffic volumes at the Taft Hill/Harmony-LCR38E intersection. Trip Generation, 9 th Edition, ITE was used to estimate the daily and peak hour trip generation for Harmony Cottages. From this reference, the equations for Single Family Detached (Code 210) were used to estimate the daily and peak hour trip generation as shown in Table 2. The trip generation resulted in 534 daily trip ends, 43 morning peak hour trip ends, and 54 afternoon peak hour trip ends. The trip distribution for Harmony Cottages is shown in Figure 5. Figure 6 shows the site generated peak hour traffic. Background traffic projections for the short range (2020) future horizon were obtained by factoring the current traffic volumes by two percent per year. Figure 7 shows the short range (2020) background peak hour traffic at the Taft Hill/Harmony- LCR38E intersection. The traffic volumes generated by the proposed Harmony Cottages were added to the background traffic volumes to produce the total traffic volume forecasts for the short range (2020) future. Figure 8 shows the short range (2020) total peak hour traffic at the key intersections. Figure 9 shows a schematic of the short range (2020) geometry. As mentioned earlier, a northbound right-turn lane and an eastbound right-turn lane are required using the existing traffic volumes at the Taft Hill/Harmony-LCR38E intersection. However, only the northbound right-turn lane is shown on Figure 9, since it is the only warranted auxiliary lane required to achieve acceptable operation at the Taft Hill/Harmony- DELICH Harmony Cottages TIS, November 2015 ASSOCIATES LCR38E intersection. The project will not have eastbound right-turning traffic at this intersection. The eastbound right-turn lane is not necessary to achieve acceptable operation at this intersection. The median area on Harmony Road, east of the Site Access, should be re-striped with a westbound left-turn lane. That left-turn lane should provide 50 feet of storage and 435 feet of deceleration (including 200 feet of bay taper). According to LCUASS, Figure 8-4, an eastbound right-turn lane is not required on Harmony Road approaching the Site Access. Table 3 shows the short range (2020) background morning and afternoon peak hour operation at the Taft Hill/Harmony-LCR38E intersection. The Taft Hill/Harmony- LCR38E intersection will operate at acceptable levels of service, except for the northbound leg during the afternoon peak hour. With the warranted northbound right- turn lane and an adjustment in the signal timing, all movements at the Taft Hill/Harmony-LCR38E intersection will operate acceptably. Calculation forms for these analyses are provided in Appendix D. The analyses were not run with an eastbound right-turn lane, since this lane was not necessary to achieve acceptable operation. Table 4 shows the short range (2020) total morning and afternoon peak hour operation at the Taft Hill/Harmony-LCR38E and Harmony/Site Access intersections. As with the background operation, the Taft Hill/Harmony-LCR38E intersection will operate at acceptable levels of service, except for the northbound leg during the afternoon peak hour. With the warranted northbound right-turn lane and an adjustment in the signal timing, all movements at the Taft Hill/Harmony-LCR38E intersection will operate acceptably. The Harmony/Site Access intersection will operate at acceptable levels of service. Calculation forms for these analyses are provided in Appendix E. The analyses were not run with an eastbound right-turn lane, since this lane was not necessary to achieve acceptable operation. The Harmony Cottages site is in an area within which the City requires pedestrian and bicycle level of service evaluations. Appendix F shows a map of the area that is within 1320 feet of the Harmony Cottages site. The Harmony Cottages site is located within an area termed as “all other areas,” which sets the pedestrian level of service threshold at LOS C for all measured categories. There are four destination areas within 1320 feet of the proposed Harmony Cottages: 1) the commercial area to the northwest, 2) the residential neighborhood to the north of Harmony Road, 3) the residential neighborhood to the south and southeast, and 4) the residential neighborhood to the southwest. Appendix F contains a Pedestrian LOS Worksheet. Destination areas 1, 2, and 4 are not in the City of Fort Collins. Sidewalks either do not exist or are sporadic in these areas. The continuity measure would be achieved when sidewalks are built in these areas. Based upon Fort Collins bicycle LOS criteria, there are no destination areas within 1320 feet of the Harmony Cottages site. Currently, this area is served by Transfort Route 12 along Harmony Road and Taft Hill Road. The transit service is acceptable. DELICH Harmony Cottages TIS, November 2015 ASSOCIATES It is concluded that the Taft Hill/Harmony-LCR38E and Harmony/Site Access intersections will operate acceptably with recommended geometry and control. The Taft Hill/Harmony-LCR38E intersection will meet the Fort Collins criteria of level of service D or better during the peak hours with regard to operation with an adjustment in the signal timing. No further transportation analyses are required at this time. Harmony LCR38E Horsetooth Taft Hill Seneca SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES Harmony Cottages TIS, November 2015 SCALE: 1"=100' SITE PLAN Figure 2 DELICH ASSOCIATES Harmony Cottages TIS, November 2015 EXISTING INTERSECTION GEOMETRY Figure 3 DELICH ASSOCIATES Harmony Cottages TIS, November 2015 LCR38E Taft Hill Harmony - Denotes Lane AM/PM RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Harmony Cottages TIS, November 2015 LCR38E Taft Hill 36/86 411/555 50/44 43/155 476/523 247/272 190/134 176/151 59/52 142/363 46/217 44/47 Harmony DELICH Harmony Cottages TIS, November 2015 ASSOCIATES TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Taft Hill/Harmony-LCR38E (signal) EB LT C C EB T/RT D D EB APPROACH D C WB LT C C WB T D D WB RT A D WB APPROACH D D NB LT D D NB T/RT C D NB APPROACH C D SB LT C D SB T B B SB RT A B SB APPROACH C C OVERALL C C TABLE 2 Trip Generation for Harmony Cottages Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 210 Single Family 48 D.U. EQ 534 EQ 11 EQ 32 EQ 34 EQ 20 AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 5 DELICH ASSOCIATES Harmony Cottages TIS, November 2015 LCR38E Harmony Taft Hill Site Access 5/16 17/11 15/9 1/3 5/15 NOM 14/9 NOM 3/2 6/18 AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 6 DELICH ASSOCIATES Harmony Cottages TIS, November 2015 LCR38E Harmony Taft Hill Site Access 5/16 17/11 15/9 1/3 5/15 NOM 14/9 NOM 3/2 6/18 AM/PM SHORT RANGE (2020) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Harmony Cottages TIS, November 2015 LCR38E Taft Hill 41/97 463/625 56/50 48/175 536/589 278/306 214/151 198/170 66/59 160/409 52/244 50/53 Harmony AM/PM SHORT RANGE (2020) TOTAL PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Harmony Cottages TIS, November 2015 LCR38E Harmony Taft Hill Site Access 262/706 5/16 532/526 17/11 15/9 6/18 41/97 463/625 57/53 48/175 536/589 283/321 214/151 198/170 66/59 174/418 52/244 53/55 SHORT RANGE (2020) RECOMMENDED GEOMETRY Figure 9 DELICH ASSOCIATES Harmony Cottages TIS, November 2015 LCR38E Harmony Taft Hill Site Access - Recommended New Lane - Existing Lane DELICH Harmony Cottages TIS, November 2015 ASSOCIATES TABLE 3 Short Range (2020) Background Peak Hour Operation Intersection Movement Level of Service AM PM Taft Hill/Harmony-LCR38E (signal) (Existing Geometry and City Timing) EB LT C C EB T/RT D D EB APPROACH D C WB LT C C WB T D D WB RT A D WB APPROACH C D NB LT D E (55.5 secs) NB T/RT C F (64.9 secs) NB APPROACH C E (63.7 secs) SB LT D D SB T B C SB RT A B SB APPROACH C C OVERALL C D Taft Hill/Harmony-LCR38E (signal) (With NB RT-Lane and Adjusted Timing) EB LT C C EB T/RT D D EB APPROACH D C WB LT C C WB T D D WB RT A D WB APPROACH C D NB LT D D NB T C D NB RT A A NB APPROACH C D SB LT D D SB T B C SB RT A B SB APPROACH C C OVERALL C D DELICH Harmony Cottages TIS, November 2015 ASSOCIATES TABLE 4 Short Range (2020) Total Peak Hour Operation Intersection Movement Level of Service AM PM Taft Hill/Harmony-LCR38E (signal) (Existing Geometry and City Timing) EB LT C C EB T/RT D D EB APPROACH D C WB LT C C WB T D D WB RT A D WB APPROACH C D NB LT D E (55.5 secs) NB T/RT C F (66.2 secs) NB APPROACH C E (64.8 secs) SB LT D D SB T B C SB RT A B SB APPROACH C C OVERALL C D Taft Hill/Harmony-LCR38E (signal) (with NB RT-Lane and Adjusted Timing) EB LT C C EB T/RT D D EB APPROACH D C WB LT C C WB T D D WB RT A D WB APPROACH C D NB LT D D NB T C D NB RT A A NB APPROACH C D SB LT D D SB T B C SB RT A B SB APPROACH C C OVERALL C D Harmony/Site Access (stop sign) NB LT/RT B C WB LT A A APPENDIX A Chapter 4 - Attachments Attachment A Transportation Impact Study Base Assumptions I Project Information - I I I Project Name HAt<. UO IJ i.( ~C'Y-rv{Gt;S ( UA eI'Ar kJ!2. IiuALJtuf1''//D I Project Location 52 (Q UIf- t::, e» A.) T (I)..t: iiAf-/A.b/J '11/AP r MiLL TIS Assumptions , Type of Study Full: f1jo Int~ate: fJo.t3M 0 ! Study Area Boundaries North: i-f AR MO IJ « South: i-tA f? M!)N f( , - East: ~\Tt;i ~c;..~<;;.s, I West:~pr {j.1 cc... Study Years Short Range: Zc20 I Long Range: AliA- Future Traffic Growth Rate 2 ~/PG'Ae.' I , Study Intersections 1. All access drives 5. I 2. tJ-A RMfJIU'Im;:: r i-W •. 6. ... , .J. 7. I I 4. 8. Time Period for Study ~M: 7:00-9:o01'iM: 4:00-6:()~1 Sat Noon: AJ-() Trip Generation Rates (?/i;t2- fT(;7 Trip Adjustment Factors Passby: N/A I Market: Captive N/A Overall Trip Distribution SEE A IT ACHED SKETCH I Committed Mode Spl it Assumptions Roadway Improvement; NO'T N/A AwJ4,/C(9" o~ ANy' ! Other Traffic Studies ,()o~ A-w;(B&< 6~ MY I Areas Requiring Special Study I Date: Be TOger::. Z3) ZO t b Traffic Engineer: V GL ( C rJ. kso c I ~llT'f5 Local Entity Engineer: AA A~ "---- \o· -:3 o. I.!:J~ /587 BA~ Page 4-34 Larimer County Urban Area Street Standards - Repealed and Reenacted April 1, 2007 Adopted by Larimer County. City of Loveland, City of Fort Collins ---------_._------- (j) W -o, l ~ ~ w ~ o :::J o wz 0w::: 19 Te(P 6?&1,u&12A. T't(J,u 42 DU'PLG><! b.u. U~G ~cxb& Z{ 0 DAIL-€( UT) «o.o z. L,..x +2.72. ~514-'-~ (2?;o::: O. Cf'f:) ~i"'G" (9.52) z. 4=g~ TIF IAl (.z ~~~);: L I C>U7 {7f)Z)=:' 3~ --rkIP ~t 't\S(elf3UTlo~ ~'''E APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 6/12/2014 Observer: City of Fort Collins Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Taft Hill/Harmony-LCR38E S = straight L = left turn Time Northbound: Taft Hill Southbound: Taft Hill Total Eastbound: LCR38E Westbound: Harmony 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 3 108 16 127 64 139 10 213 340 52 41 26 119 6 16 37 59 178 518 7:45 15 127 19 161 69 132 9 210 371 49 61 13 123 14 8 47 69 192 563 8:00 9 91 5 105 60 96 8 164 269 43 35 10 88 13 11 29 53 141 410 8:15 9 85 10 104 54 109 16 179 283 46 39 10 95 11 11 29 51 146 429 7:30-8:30 36 411 50 497 247 476 43 766 1263 190 176 59 425 44 46 142 232 657 1920 PHF 0.6 0.81 0.66 0.77 0.89 0.86 0.67 0.9 0.91 0.72 0.57 0.86 0.79 0.72 0.76 0.84 0.85 4:30 20 138 9 167 66 114 31 211 378 30 36 14 80 8 51 77 136 216 594 4:45 23 139 11 173 64 146 36 246 419 39 37 13 89 7 64 78 149 238 657 5:00 28 124 15 167 64 126 48 238 405 31 36 9 76 18 49 100 167 243 648 5:15 15 154 9 178 78 137 40 255 433 34 42 16 92 14 53 108 175 267 700 4:30-5:30 86 555 44 685 272 523 155 950 1635 134 151 52 337 47 217 363 627 964 2599 PHF 0.77 0.9 0.73 0.96 0.87 0.9 0.81 0.93 0.86 0.9 0.81 0.92 0.65 0.85 0.84 0.9 0.93 APPENDIX C HCM 2010 Signalized Intersection Summary Recent AM 3: Taft Hill & LCR38E/Harmony Harmony Cottages 11/2/2015 Synchro 9 Light Report Delich Associates recent am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 190 176 59 44 46 142 36 411 50 247 476 43 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1863 1824 1863 1863 1863 1863 1863 1824 1863 1863 1863 Adj Flow Rate, veh/h 224 207 54 52 54 0 42 484 54 291 560 0 Adj No. of Lanes 110111110211 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 391 251 65 202 207 176 118 695 78 574 1015 862 Arrive On Green 0.11 0.18 0.17 0.05 0.11 0.00 0.07 0.42 0.41 0.17 0.54 0.00 Sat Flow, veh/h 1774 1425 372 1774 1863 1583 1774 1647 184 3442 1863 1583 Grp Volume(v), veh/h 224 0 261 52 54 0 42 0 538 291 560 0 Grp Sat Flow(s),veh/h/ln 1774 0 1797 1774 1863 1583 1774 0 1830 1721 1863 1583 Q Serve(g_s), s 9.8 0.0 12.6 2.3 2.4 0.0 2.0 0.0 21.7 6.9 17.6 0.0 Cycle Q Clear(g_c), s 9.8 0.0 12.6 2.3 2.4 0.0 2.0 0.0 21.7 6.9 17.6 0.0 Prop In Lane 1.00 0.21 1.00 1.00 1.00 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 391 0 317 202 207 176 118 0 773 574 1015 862 V/C Ratio(X) 0.57 0.00 0.82 0.26 0.26 0.00 0.36 0.00 0.70 0.51 0.55 0.00 Avail Cap(c_a), veh/h 391 0 359 258 310 264 177 0 773 574 1015 862 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 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 29.5 0.0 35.8 33.2 36.6 0.0 40.2 0.0 21.3 34.1 13.3 0.0 Incr Delay (d2), s/veh 2.0 0.0 13.1 0.7 0.7 0.0 1.8 0.0 5.1 0.7 2.2 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 4.9 0.0 7.4 1.1 1.3 0.0 1.1 0.0 12.0 3.3 9.6 0.0 LnGrp Delay(d),s/veh 31.6 0.0 48.9 33.9 37.3 0.0 42.0 0.0 26.5 34.8 15.5 0.0 LnGrp LOS C D C D D C C B Approach Vol, veh/h 485 106 580 851 Approach Delay, s/veh 40.9 35.6 27.6 22.1 Approach LOS DDCC Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.0 53.0 7.1 20.9 19.0 43.0 13.0 15.0 Change Period (Y+Rc), s 4.0 5.0 4.0 6.0 5.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 8.0 40.0 6.0 17.0 9.0 37.0 9.0 14.0 Max Q Clear Time (g_c+I1), s 4.0 19.6 4.3 14.6 8.9 23.7 11.8 4.4 Green Ext Time (p_c), s 0.0 3.0 0.0 0.2 0.0 1.6 0.0 0.7 Intersection Summary HCM 2010 Ctrl Delay 28.9 HCM 2010 LOS C Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Recent AM 3: Taft Hill & LCR38E/Harmony Harmony Cottages 11/2/2015 Synchro 9 Light Report Delich Associates recent am.syn Phase Number 12345678 Movement NBL SBT WBL EBTL SBL NBT EBL WBTL Lead/Lag Lead Lag Lead Lag Lag Lead Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None Max None None Maximum Split (s) 12 45 10 23 14 43 13 20 Maximum Split (%) 13.3% 50.0% 11.1% 25.6% 15.6% 47.8% 14.4% 22.2% Minimum Split (s) 11 23 10 23 11 26 11 20 Yellow Time (s) 3 4 3 4.5 3 4.5 3 4.5 All-Red Time (s) 1 1 1 1.5 2 1.5 1 1.5 Minimum Initial (s) 57474747 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 10 12 13 15 Dual Entry Yes Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 88 10 55 65 41 88 55 68 End Time (s) 10 55 65 88 55 41 68 88 Yield/Force Off (s) 6 50 61 82 50 35 64 82 Yield/Force Off 170(s) 6 40 61 70 50 22 64 67 Local Start Time (s) 33 45 0 10 76 33 0 13 Local Yield (s) 41 85 6 27 85 70 9 27 Local Yield 170(s) 41 75 6 15 85 57 9 12 Intersection Summary Cycle Length 90 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 55 (61%), Referenced to phase 2:SBT, Start of Red Splits and Phases: 3: Taft Hill & LCR38E/Harmony HCM 2010 Signalized Intersection Summary Recent PM 3: Taft Hill & LCR38E/Harmony Harmony Cottages 11/2/2015 Synchro 9 Light Report Delich Associates recent pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 134 151 52 47 217 363 86 555 44 272 523 155 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1863 1824 1863 1863 1863 1863 1863 1824 1863 1863 1863 Adj Flow Rate, veh/h 144 162 42 51 233 76 92 597 44 292 562 76 Adj No. of Lanes 110111110211 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 272 291 75 273 304 258 145 668 49 634 955 812 Arrive On Green 0.08 0.20 0.19 0.04 0.16 0.16 0.08 0.39 0.38 0.18 0.51 0.51 Sat Flow, veh/h 1774 1427 370 1774 1863 1583 1774 1714 126 3442 1863 1583 Grp Volume(v), veh/h 144 0 204 51 233 76 92 0 641 292 562 76 Grp Sat Flow(s),veh/h/ln 1774 0 1797 1774 1863 1583 1774 0 1840 1721 1863 1583 Q Serve(g_s), s 6.1 0.0 9.7 2.2 11.4 4.0 4.8 0.0 31.0 7.2 20.0 2.3 Cycle Q Clear(g_c), s 6.1 0.0 9.7 2.2 11.4 4.0 4.8 0.0 31.0 7.2 20.0 2.3 Prop In Lane 1.00 0.21 1.00 1.00 1.00 0.07 1.00 1.00 Lane Grp Cap(c), veh/h 272 0 366 273 304 258 145 0 717 634 955 812 V/C Ratio(X) 0.53 0.00 0.56 0.19 0.77 0.29 0.63 0.00 0.89 0.46 0.59 0.09 Avail Cap(c_a), veh/h 272 0 435 345 451 383 149 0 717 634 955 812 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 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.8 0.0 34.1 31.0 38.0 34.9 42.2 0.0 27.2 34.5 16.1 11.8 Incr Delay (d2), s/veh 2.0 0.0 1.3 0.3 4.5 0.6 8.1 0.0 15.9 0.5 2.7 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.1 0.0 5.0 1.1 6.2 1.8 2.7 0.0 18.8 3.5 10.9 1.1 LnGrp Delay(d),s/veh 30.7 0.0 35.4 31.3 42.5 35.6 50.4 0.0 43.1 35.1 18.8 12.1 LnGrp LOS C DCDDD DDBB Approach Vol, veh/h 348 360 733 930 Approach Delay, s/veh 33.4 39.5 44.0 23.4 Approach LOS CDDC Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 10.8 52.7 7.1 24.4 21.5 42.0 11.0 20.5 Change Period (Y+Rc), s 4.0 5.0 4.0 6.0 5.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 7.0 40.0 7.0 22.0 9.0 36.0 7.0 22.0 Max Q Clear Time (g_c+I1), s 6.8 22.0 4.2 11.7 9.2 33.0 8.1 13.4 Green Ext Time (p_c), s 0.0 3.2 0.0 1.2 0.0 0.8 0.0 1.1 Intersection Summary HCM 2010 Ctrl Delay 33.7 HCM 2010 LOS C Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Recent PM 3: Taft Hill & LCR38E/Harmony Harmony Cottages 11/2/2015 Synchro 9 Light Report Delich Associates recent pm.syn Phase Number 12345678 Movement NBL SBT WBL EBTL SBL NBT EBL WBTL Lead/Lag Lead Lag Lead Lag Lag Lead Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 45 11 28 14 42 11 28 Maximum Split (%) 11.6% 47.4% 11.6% 29.5% 14.7% 44.2% 11.6% 29.5% Minimum Split (s) 11 23 10 25 11 26 11 28 Yellow Time (s) 3 4 3 4.5 3 4.5 3 4.5 All-Red Time (s) 1 1 1 1.5 2 1.5 1 1.5 Minimum Initial (s) 57474747 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 10 12 13 15 Dual Entry Yes Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 10 21 66 77 52 10 66 77 End Time (s) 21 66 77 10 66 52 77 10 Yield/Force Off (s) 17 61 73 4 61 46 73 4 Yield/Force Off 170(s) 17 51 73 87 61 33 73 84 Local Start Time (s) 53 64 14 25 0 53 14 25 Local Yield (s) 60 9 21 47 9 89 21 47 Local Yield 170(s) 60 94 21 35 9 76 21 32 Intersection Summary Cycle Length 95 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 52 (55%), Referenced to phase 2:SBT and 6:NBT, Start of Red Splits and Phases: 3: Taft Hill & LCR38E/Harmony 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) Intersection type Land Use (from structure plan) Commercial corridors Other corridors within: Mixed use districts Low density mixed use residential All other areas Signalized intersections (overall) D E* D D Any Leg E E D E Any Movement E E D E Stop sign control (arterial/arterial, arterial/collector or local- any approach leg) N/A F** F** E Stop sign control (collector/local--any approach leg) N/A C C C * mitigating measures required ** considered normal in an urban environment APPENDIX D HCM 2010 Signalized Intersection Summary Short Bkgrd AM 3: Taft Hill & LCR38E/Harmony Harmony Cottages 11/18/2015 Synchro 9 Light Report Delich Associates sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 214 198 66 50 52 160 41 463 56 278 536 48 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1863 1824 1863 1863 1863 1863 1863 1824 1863 1863 1863 Adj Flow Rate, veh/h 252 233 63 59 61 0 48 545 61 327 631 0 Adj No. of Lanes 110111110211 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 415 274 74 206 247 210 118 695 78 500 974 828 Arrive On Green 0.11 0.19 0.18 0.05 0.13 0.00 0.07 0.42 0.41 0.15 0.52 0.00 Sat Flow, veh/h 1774 1413 382 1774 1863 1583 1774 1646 184 3442 1863 1583 Grp Volume(v), veh/h 252 0 296 59 61 0 48 0 606 327 631 0 Grp Sat Flow(s),veh/h/ln 1774 0 1795 1774 1863 1583 1774 0 1830 1721 1863 1583 Q Serve(g_s), s 10.0 0.0 14.3 2.5 2.6 0.0 2.3 0.0 25.8 8.1 22.0 0.0 Cycle Q Clear(g_c), s 10.0 0.0 14.3 2.5 2.6 0.0 2.3 0.0 25.8 8.1 22.0 0.0 Prop In Lane 1.00 0.21 1.00 1.00 1.00 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 415 0 348 206 247 210 118 0 773 500 974 828 V/C Ratio(X) 0.61 0.00 0.85 0.29 0.25 0.00 0.41 0.00 0.78 0.65 0.65 0.00 Avail Cap(c_a), veh/h 415 0 359 255 310 264 177 0 773 500 974 828 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 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 28.8 0.0 35.1 31.6 35.0 0.0 40.3 0.0 22.5 36.3 15.5 0.0 Incr Delay (d2), s/veh 2.5 0.0 17.1 0.8 0.5 0.0 2.2 0.0 7.8 3.1 3.3 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 1.1 0.0 8.7 1.3 1.4 0.0 1.2 0.0 14.6 4.0 12.1 0.0 LnGrp Delay(d),s/veh 31.3 0.0 52.3 32.3 35.5 0.0 42.5 0.0 30.3 39.4 18.8 0.0 LnGrp LOS C D C D D C D B Approach Vol, veh/h 548 120 654 958 Approach Delay, s/veh 42.6 33.9 31.2 25.8 Approach LOS DCCC Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.0 51.1 7.5 22.4 17.1 43.0 13.0 16.9 Change Period (Y+Rc), s 4.0 5.0 4.0 6.0 5.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 8.0 40.0 6.0 17.0 9.0 37.0 9.0 14.0 Max Q Clear Time (g_c+I1), s 4.3 24.0 4.5 16.3 10.1 27.8 12.0 4.6 Green Ext Time (p_c), s 0.0 3.3 0.0 0.1 0.0 1.6 0.0 0.8 Intersection Summary HCM 2010 Ctrl Delay 31.9 HCM 2010 LOS C Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Short Bkgrd AM 3: Taft Hill & LCR38E/Harmony Harmony Cottages 11/18/2015 Synchro 9 Light Report Delich Associates sb am.syn Phase Number 12345678 Movement NBL SBT WBL EBTL SBL NBT EBL WBTL Lead/Lag Lead Lag Lead Lag Lag Lead Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None Max None None Maximum Split (s) 12 45 10 23 14 43 13 20 Maximum Split (%) 13.3% 50.0% 11.1% 25.6% 15.6% 47.8% 14.4% 22.2% Minimum Split (s) 11 23 10 23 11 26 11 20 Yellow Time (s) 3 4 3 4.5 3 4.5 3 4.5 All-Red Time (s) 1 1 1 1.5 2 1.5 1 1.5 Minimum Initial (s) 57474747 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 10 12 13 15 Dual Entry Yes Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 44.5 56.5 11.5 21.5 87.5 44.5 11.5 24.5 End Time (s) 56.5 11.5 21.5 44.5 11.5 87.5 24.5 44.5 Yield/Force Off (s) 52.5 6.5 17.5 38.5 6.5 81.5 20.5 38.5 Yield/Force Off 170(s) 52.5 86.5 17.5 26.5 6.5 68.5 20.5 23.5 Local Start Time (s) 33 45 0 10 76 33 0 13 Local Yield (s) 41 85 6 27 85 70 9 27 Local Yield 170(s) 41 75 6 15 85 57 9 12 Intersection Summary Cycle Length 90 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 11.5 (13%), Referenced to phase 2:SBT, Start of Red Splits and Phases: 3: Taft Hill & LCR38E/Harmony HCM 2010 Signalized Intersection Summary Short Bkgrd PM 3: Taft Hill & LCR38E/Harmony Harmony Cottages 11/18/2015 Synchro 9 Light Report Delich Associates sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 151 170 59 53 244 409 97 625 50 306 589 175 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1863 1824 1863 1863 1863 1863 1863 1824 1863 1863 1863 Adj Flow Rate, veh/h 162 183 49 57 262 158 104 672 51 329 633 78 Adj No. of Lanes 110111110211 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 270 308 82 275 336 285 149 666 51 575 919 781 Arrive On Green 0.08 0.22 0.21 0.05 0.18 0.18 0.08 0.39 0.38 0.17 0.49 0.49 Sat Flow, veh/h 1774 1417 379 1774 1863 1583 1774 1710 130 3442 1863 1583 Grp Volume(v), veh/h 162 0 232 57 262 158 104 0 723 329 633 78 Grp Sat Flow(s),veh/h/ln 1774 0 1796 1774 1863 1583 1774 0 1840 1721 1863 1583 Q Serve(g_s), s 6.8 0.0 11.0 2.4 12.7 8.6 5.4 0.0 37.0 8.4 24.8 2.5 Cycle Q Clear(g_c), s 6.8 0.0 11.0 2.4 12.7 8.6 5.4 0.0 37.0 8.4 24.8 2.5 Prop In Lane 1.00 0.21 1.00 1.00 1.00 0.07 1.00 1.00 Lane Grp Cap(c), veh/h 270 0 391 275 336 285 149 0 717 575 919 781 V/C Ratio(X) 0.60 0.00 0.59 0.21 0.78 0.55 0.70 0.00 1.01 0.57 0.69 0.10 Avail Cap(c_a), veh/h 270 0 435 341 451 383 149 0 717 575 919 781 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 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.1 0.0 33.5 29.6 37.1 35.5 42.3 0.0 29.0 36.4 18.5 12.8 Incr Delay (d2), s/veh 3.7 0.0 1.8 0.4 6.1 1.7 13.2 0.0 35.9 1.4 4.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.6 0.0 5.7 1.2 7.1 3.9 3.2 0.0 25.8 4.1 13.7 1.1 LnGrp Delay(d),s/veh 31.7 0.0 35.3 30.0 43.3 37.1 55.5 0.0 64.9 37.8 22.7 13.1 LnGrp LOS C DCDDE FDCB Approach Vol, veh/h 394 477 827 1040 Approach Delay, s/veh 33.8 39.7 63.7 26.7 Approach LOS C D E C Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 50.9 7.5 25.7 19.9 42.0 11.0 22.1 Change Period (Y+Rc), s 4.0 5.0 4.0 6.0 5.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 7.0 40.0 7.0 22.0 9.0 36.0 7.0 22.0 Max Q Clear Time (g_c+I1), s 7.4 26.8 4.4 13.0 10.4 39.0 8.8 14.7 Green Ext Time (p_c), s 0.0 3.4 0.0 1.6 0.0 0.0 0.0 1.4 Intersection Summary HCM 2010 Ctrl Delay 41.2 HCM 2010 LOS D Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Short Bkgrd PM 3: Taft Hill & LCR38E/Harmony Harmony Cottages 11/18/2015 Synchro 9 Light Report Delich Associates sb pm.syn Phase Number 12345678 Movement NBL SBT WBL EBTL SBL NBT EBL WBTL Lead/Lag Lead Lag Lead Lag Lag Lead Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 45 11 28 14 42 11 28 Maximum Split (%) 11.6% 47.4% 11.6% 29.5% 14.7% 44.2% 11.6% 29.5% Minimum Split (s) 11 23 10 25 11 26 11 28 Yellow Time (s) 3 4 3 4.5 3 4.5 3 4.5 All-Red Time (s) 1 1 1 1.5 2 1.5 1 1.5 Minimum Initial (s) 57474747 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 10 12 13 15 Dual Entry Yes Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 10 21 66 77 52 10 66 77 End Time (s) 21 66 77 10 66 52 77 10 Yield/Force Off (s) 17 61 73 4 61 46 73 4 Yield/Force Off 170(s) 17 51 73 87 61 33 73 84 Local Start Time (s) 53 64 14 25 0 53 14 25 Local Yield (s) 60 9 21 47 9 89 21 47 Local Yield 170(s) 60 94 21 35 9 76 21 32 Intersection Summary Cycle Length 95 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 52 (55%), Referenced to phase 2:SBT and 6:NBT, Start of Red Splits and Phases: 3: Taft Hill & LCR38E/Harmony HCM 2010 Signalized Intersection Summary Short Bkgrd AM 3: Taft Hill & LCR38E/Harmony NB RT-Lane Harmony Cottages 11/18/2015 Synchro 9 Light Report Delich Associates sb am nb rt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 214 198 66 50 52 160 41 463 56 278 536 48 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1863 1824 1863 1863 1863 1863 1863 1788 1863 1863 1863 Adj Flow Rate, veh/h 252 233 63 59 61 0 48 545 0 327 631 0 Adj No. of Lanes 110111111211 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 415 274 74 206 247 210 118 786 625 500 974 828 Arrive On Green 0.11 0.19 0.18 0.05 0.13 0.00 0.07 0.42 0.00 0.15 0.52 0.00 Sat Flow, veh/h 1774 1413 382 1774 1863 1583 1774 1863 1520 3442 1863 1583 Grp Volume(v), veh/h 252 0 296 59 61 0 48 545 0 327 631 0 Grp Sat Flow(s),veh/h/ln 1774 0 1795 1774 1863 1583 1774 1863 1520 1721 1863 1583 Q Serve(g_s), s 10.0 0.0 14.3 2.5 2.6 0.0 2.3 21.5 0.0 8.1 22.0 0.0 Cycle Q Clear(g_c), s 10.0 0.0 14.3 2.5 2.6 0.0 2.3 21.5 0.0 8.1 22.0 0.0 Prop In Lane 1.00 0.21 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 415 0 348 206 247 210 118 786 625 500 974 828 V/C Ratio(X) 0.61 0.00 0.85 0.29 0.25 0.00 0.41 0.69 0.00 0.65 0.65 0.00 Avail Cap(c_a), veh/h 415 0 359 255 310 264 177 786 625 500 974 828 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 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 28.8 0.0 35.1 31.6 35.0 0.0 40.3 21.2 0.0 36.3 15.5 0.0 Incr Delay (d2), s/veh 2.5 0.0 17.1 0.8 0.5 0.0 2.2 5.0 0.0 3.1 3.3 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 1.1 0.0 8.7 1.3 1.4 0.0 1.2 12.1 0.0 4.0 12.1 0.0 LnGrp Delay(d),s/veh 31.3 0.0 52.3 32.3 35.5 0.0 42.5 26.2 0.0 39.4 18.8 0.0 LnGrp LOS C D C D D C D B Approach Vol, veh/h 548 120 593 958 Approach Delay, s/veh 42.6 33.9 27.5 25.8 Approach LOS DCCC Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.0 51.1 7.5 22.4 17.1 43.0 13.0 16.9 Change Period (Y+Rc), s 4.0 5.0 4.0 6.0 5.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 8.0 40.0 6.0 17.0 9.0 37.0 9.0 14.0 Max Q Clear Time (g_c+I1), s 4.3 24.0 4.5 16.3 10.1 23.5 12.0 4.6 Green Ext Time (p_c), s 0.0 3.3 0.0 0.1 0.0 1.6 0.0 0.8 Intersection Summary HCM 2010 Ctrl Delay 30.9 HCM 2010 LOS C Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Short Bkgrd AM 3: Taft Hill & LCR38E/Harmony NB RT-Lane Harmony Cottages 11/18/2015 Synchro 9 Light Report Delich Associates sb am nb rt.syn Phase Number 12345678 Movement NBL SBT WBL EBTL SBL NBT EBL WBTL Lead/Lag Lead Lag Lead Lag Lag Lead Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None Max None None Maximum Split (s) 12 45 10 23 14 43 13 20 Maximum Split (%) 13.3% 50.0% 11.1% 25.6% 15.6% 47.8% 14.4% 22.2% Minimum Split (s) 11 23 10 23 11 26 11 20 Yellow Time (s) 3 4 3 4.5 3 4.5 3 4.5 All-Red Time (s) 1 1 1 1.5 2 1.5 1 1.5 Minimum Initial (s) 57474747 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 10 12 13 15 Dual Entry Yes Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 44.5 56.5 11.5 21.5 87.5 44.5 11.5 24.5 End Time (s) 56.5 11.5 21.5 44.5 11.5 87.5 24.5 44.5 Yield/Force Off (s) 52.5 6.5 17.5 38.5 6.5 81.5 20.5 38.5 Yield/Force Off 170(s) 52.5 86.5 17.5 26.5 6.5 68.5 20.5 23.5 Local Start Time (s) 33 45 0 10 76 33 0 13 Local Yield (s) 41 85 6 27 85 70 9 27 Local Yield 170(s) 41 75 6 15 85 57 9 12 Intersection Summary Cycle Length 90 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 11.5 (13%), Referenced to phase 2:SBT, Start of Red Splits and Phases: 3: Taft Hill & LCR38E/Harmony HCM 2010 Signalized Intersection Summary Short Bkgrd PM 3: Taft Hill & LCR38E/Harmony NB RT-Lane Harmony Cottages 11/18/2015 Synchro 9 Light Report Delich Associates sb pm nb rt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 151 170 59 53 244 409 97 625 50 306 589 175 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1863 1824 1863 1863 1863 1863 1863 1788 1863 1863 1863 Adj Flow Rate, veh/h 162 183 49 57 262 171 104 672 0 329 633 77 Adj No. of Lanes 110111111211 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 269 309 83 275 336 286 157 745 608 538 910 774 Arrive On Green 0.08 0.22 0.21 0.05 0.18 0.18 0.09 0.40 0.00 0.16 0.49 0.49 Sat Flow, veh/h 1774 1417 379 1774 1863 1583 1774 1863 1520 3442 1863 1583 Grp Volume(v), veh/h 162 0 232 57 262 171 104 672 0 329 633 77 Grp Sat Flow(s),veh/h/ln 1774 0 1796 1774 1863 1583 1774 1863 1520 1721 1863 1583 Q Serve(g_s), s 6.8 0.0 11.0 2.4 12.7 9.4 5.4 32.2 0.0 8.5 25.0 2.5 Cycle Q Clear(g_c), s 6.8 0.0 11.0 2.4 12.7 9.4 5.4 32.2 0.0 8.5 25.0 2.5 Prop In Lane 1.00 0.21 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 269 0 391 275 336 286 157 745 608 538 910 774 V/C Ratio(X) 0.60 0.00 0.59 0.21 0.78 0.60 0.66 0.90 0.00 0.61 0.70 0.10 Avail Cap(c_a), veh/h 269 0 435 341 451 383 168 745 608 538 910 774 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.0 0.0 33.5 29.6 37.1 35.8 41.9 26.8 0.0 37.4 18.8 13.0 Incr Delay (d2), s/veh 3.7 0.0 1.8 0.4 6.1 2.0 8.6 16.2 0.0 2.0 4.4 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.6 0.0 5.7 1.2 7.1 4.3 3.0 19.8 0.0 4.2 13.9 1.1 LnGrp Delay(d),s/veh 31.7 0.0 35.3 30.0 43.2 37.8 50.5 43.0 0.0 39.4 23.2 13.3 LnGrp LOS C DCDDDD DCB Approach Vol, veh/h 394 490 776 1039 Approach Delay, s/veh 33.8 39.8 44.0 27.6 Approach LOS CDDC Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.4 50.4 7.5 25.7 18.8 43.0 11.0 22.2 Change Period (Y+Rc), s 4.0 5.0 4.0 6.0 5.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 8.0 39.0 7.0 22.0 8.0 37.0 7.0 22.0 Max Q Clear Time (g_c+I1), s 7.4 27.0 4.4 13.0 10.5 34.2 8.8 14.7 Green Ext Time (p_c), s 0.0 3.2 0.0 1.6 0.0 0.8 0.0 1.4 Intersection Summary HCM 2010 Ctrl Delay 35.4 HCM 2010 LOS D Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Short Bkgrd PM 3: Taft Hill & LCR38E/Harmony NB RT-Lane Harmony Cottages 11/18/2015 Synchro 9 Light Report Delich Associates sb pm nb rt.syn Phase Number 12345678 Movement NBL SBT WBL EBTL SBL NBT EBL WBTL Lead/Lag Lead Lag Lead Lag Lag Lead Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 12 44 11 28 13 43 11 28 Maximum Split (%) 12.6% 46.3% 11.6% 29.5% 13.7% 45.3% 11.6% 29.5% Minimum Split (s) 11 23 10 25 11 26 11 28 Yellow Time (s) 3 4 3 4.5 3 4.5 3 4.5 All-Red Time (s) 1 1 1 1.5 2 1.5 1 1.5 Minimum Initial (s) 57474747 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 10 12 13 15 Dual Entry Yes Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 9 21 65 76 52 9 65 76 End Time (s) 21 65 76 9 65 52 76 9 Yield/Force Off (s) 17 60 72 3 60 46 72 3 Yield/Force Off 170(s) 17 50 72 86 60 33 72 83 Local Start Time (s) 52 64 13 24 0 52 13 24 Local Yield (s) 60 8 20 46 8 89 20 46 Local Yield 170(s) 60 93 20 34 8 76 20 31 Intersection Summary Cycle Length 95 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 52 (55%), Referenced to phase 2:SBT and 6:NBT, Start of Red Splits and Phases: 3: Taft Hill & LCR38E/Harmony APPENDIX E HCM 2010 Signalized Intersection Summary Short Total AM 3: Taft Hill & LCR38E/Harmony Harmony Cottages 11/18/2015 Synchro 9 Light Report Delich Associates st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 214 198 66 53 52 174 41 463 57 283 536 48 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1863 1824 1863 1863 1863 1863 1863 1824 1863 1863 1863 Adj Flow Rate, veh/h 252 233 63 62 61 0 48 545 61 333 631 0 Adj No. of Lanes 110111110211 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 418 274 74 209 250 213 118 695 78 493 971 825 Arrive On Green 0.11 0.19 0.18 0.05 0.13 0.00 0.07 0.42 0.41 0.14 0.52 0.00 Sat Flow, veh/h 1774 1413 382 1774 1863 1583 1774 1646 184 3442 1863 1583 Grp Volume(v), veh/h 252 0 296 62 61 0 48 0 606 333 631 0 Grp Sat Flow(s),veh/h/ln 1774 0 1795 1774 1863 1583 1774 0 1830 1721 1863 1583 Q Serve(g_s), s 10.0 0.0 14.3 2.7 2.6 0.0 2.3 0.0 25.8 8.3 22.1 0.0 Cycle Q Clear(g_c), s 10.0 0.0 14.3 2.7 2.6 0.0 2.3 0.0 25.8 8.3 22.1 0.0 Prop In Lane 1.00 0.21 1.00 1.00 1.00 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 418 0 348 209 250 213 118 0 773 493 971 825 V/C Ratio(X) 0.60 0.00 0.85 0.30 0.24 0.00 0.41 0.00 0.78 0.68 0.65 0.00 Avail Cap(c_a), veh/h 418 0 359 255 310 264 177 0 773 493 971 825 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 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 28.6 0.0 35.1 31.3 34.9 0.0 40.3 0.0 22.5 36.6 15.6 0.0 Incr Delay (d2), s/veh 2.4 0.0 17.1 0.8 0.5 0.0 2.2 0.0 7.8 3.6 3.4 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 1.1 0.0 8.7 1.3 1.4 0.0 1.2 0.0 14.6 4.2 12.1 0.0 LnGrp Delay(d),s/veh 31.1 0.0 52.3 32.1 35.4 0.0 42.5 0.0 30.3 40.2 19.0 0.0 LnGrp LOS C D C D D C D B Approach Vol, veh/h 548 123 654 964 Approach Delay, s/veh 42.5 33.7 31.2 26.3 Approach LOS DCCC Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.0 50.9 7.7 22.4 16.9 43.0 13.0 17.1 Change Period (Y+Rc), s 4.0 5.0 4.0 6.0 5.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 8.0 40.0 6.0 17.0 9.0 37.0 9.0 14.0 Max Q Clear Time (g_c+I1), s 4.3 24.1 4.7 16.3 10.3 27.8 12.0 4.6 Green Ext Time (p_c), s 0.0 3.3 0.0 0.1 0.0 1.6 0.0 0.8 Intersection Summary HCM 2010 Ctrl Delay 32.0 HCM 2010 LOS C Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Short Total AM 3: Taft Hill & LCR38E/Harmony Harmony Cottages 11/18/2015 Synchro 9 Light Report Delich Associates st am.syn Phase Number 12345678 Movement NBL SBT WBL EBTL SBL NBT EBL WBTL Lead/Lag Lead Lag Lead Lag Lag Lead Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None Max None None Maximum Split (s) 12 45 10 23 14 43 13 20 Maximum Split (%) 13.3% 50.0% 11.1% 25.6% 15.6% 47.8% 14.4% 22.2% Minimum Split (s) 11 23 10 23 11 26 11 20 Yellow Time (s) 3 4 3 4.5 3 4.5 3 4.5 All-Red Time (s) 1 1 1 1.5 2 1.5 1 1.5 Minimum Initial (s) 57474747 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 10 12 13 15 Dual Entry Yes Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 44.5 56.5 11.5 21.5 87.5 44.5 11.5 24.5 End Time (s) 56.5 11.5 21.5 44.5 11.5 87.5 24.5 44.5 Yield/Force Off (s) 52.5 6.5 17.5 38.5 6.5 81.5 20.5 38.5 Yield/Force Off 170(s) 52.5 86.5 17.5 26.5 6.5 68.5 20.5 23.5 Local Start Time (s) 33 45 0 10 76 33 0 13 Local Yield (s) 41 85 6 27 85 70 9 27 Local Yield 170(s) 41 75 6 15 85 57 9 12 Intersection Summary Cycle Length 90 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 11.5 (13%), Referenced to phase 2:SBT, Start of Red Splits and Phases: 3: Taft Hill & LCR38E/Harmony HCM 2010 Signalized Intersection Summary Short Total PM 3: Taft Hill & LCR38E/Harmony Harmony Cottages 11/18/2015 Synchro 9 Light Report Delich Associates st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 151 170 59 55 244 418 97 625 53 321 589 175 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1863 1824 1863 1863 1863 1863 1863 1824 1863 1863 1863 Adj Flow Rate, veh/h 162 183 49 59 262 171 104 672 54 345 633 78 Adj No. of Lanes 110111110211 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 269 307 82 276 336 286 149 663 53 574 918 781 Arrive On Green 0.08 0.22 0.21 0.05 0.18 0.18 0.08 0.39 0.38 0.17 0.49 0.49 Sat Flow, veh/h 1774 1417 379 1774 1863 1583 1774 1702 137 3442 1863 1583 Grp Volume(v), veh/h 162 0 232 59 262 171 104 0 726 345 633 78 Grp Sat Flow(s),veh/h/ln 1774 0 1796 1774 1863 1583 1774 0 1839 1721 1863 1583 Q Serve(g_s), s 6.8 0.0 11.1 2.5 12.7 9.4 5.4 0.0 37.0 8.8 24.8 2.5 Cycle Q Clear(g_c), s 6.8 0.0 11.1 2.5 12.7 9.4 5.4 0.0 37.0 8.8 24.8 2.5 Prop In Lane 1.00 0.21 1.00 1.00 1.00 0.07 1.00 1.00 Lane Grp Cap(c), veh/h 269 0 389 276 336 286 149 0 716 574 918 781 V/C Ratio(X) 0.60 0.00 0.60 0.21 0.78 0.60 0.70 0.00 1.01 0.60 0.69 0.10 Avail Cap(c_a), veh/h 269 0 435 340 451 383 149 0 716 574 918 781 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 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.0 0.0 33.6 29.5 37.1 35.8 42.3 0.0 29.0 36.7 18.5 12.8 Incr Delay (d2), s/veh 3.7 0.0 1.8 0.4 6.1 2.0 13.2 0.0 37.1 1.8 4.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.6 0.0 5.7 1.2 7.1 4.3 3.2 0.0 26.1 4.3 13.7 1.1 LnGrp Delay(d),s/veh 31.7 0.0 35.4 29.9 43.2 37.8 55.5 0.0 66.2 38.4 22.7 13.1 LnGrp LOS C DCDDE FDCB Approach Vol, veh/h 394 492 830 1056 Approach Delay, s/veh 33.9 39.7 64.8 27.1 Approach LOS C D E C Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 50.8 7.6 25.6 19.8 42.0 11.0 22.2 Change Period (Y+Rc), s 4.0 5.0 4.0 6.0 5.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 7.0 40.0 7.0 22.0 9.0 36.0 7.0 22.0 Max Q Clear Time (g_c+I1), s 7.4 26.8 4.5 13.1 10.8 39.0 8.8 14.7 Green Ext Time (p_c), s 0.0 3.4 0.0 1.6 0.0 0.0 0.0 1.4 Intersection Summary HCM 2010 Ctrl Delay 41.6 HCM 2010 LOS D Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Short Total PM 3: Taft Hill & LCR38E/Harmony Harmony Cottages 11/18/2015 Synchro 9 Light Report Delich Associates st pm.syn Phase Number 12345678 Movement NBL SBT WBL EBTL SBL NBT EBL WBTL Lead/Lag Lead Lag Lead Lag Lag Lead Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 45 11 28 14 42 11 28 Maximum Split (%) 11.6% 47.4% 11.6% 29.5% 14.7% 44.2% 11.6% 29.5% Minimum Split (s) 11 23 10 25 11 26 11 28 Yellow Time (s) 3 4 3 4.5 3 4.5 3 4.5 All-Red Time (s) 1 1 1 1.5 2 1.5 1 1.5 Minimum Initial (s) 57474747 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 10 12 13 15 Dual Entry Yes Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 10 21 66 77 52 10 66 77 End Time (s) 21 66 77 10 66 52 77 10 Yield/Force Off (s) 17 61 73 4 61 46 73 4 Yield/Force Off 170(s) 17 51 73 87 61 33 73 84 Local Start Time (s) 53 64 14 25 0 53 14 25 Local Yield (s) 60 9 21 47 9 89 21 47 Local Yield 170(s) 60 94 21 35 9 76 21 32 Intersection Summary Cycle Length 95 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 52 (55%), Referenced to phase 2:SBT and 6:NBT, Start of Red Splits and Phases: 3: Taft Hill & LCR38E/Harmony HCM 2010 Signalized Intersection Summary Short Total AM 3: Taft Hill & LCR38E/Harmony NB RT-Lane Harmony Cottages 11/18/2015 Synchro 9 Light Report Delich Associates st am nb rt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 214 198 66 53 52 174 41 463 57 283 536 48 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1863 1824 1863 1863 1863 1863 1863 1788 1863 1863 1863 Adj Flow Rate, veh/h 252 233 63 62 61 0 48 545 0 333 631 0 Adj No. of Lanes 110111111211 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 418 274 74 209 250 213 118 786 625 493 971 825 Arrive On Green 0.11 0.19 0.18 0.05 0.13 0.00 0.07 0.42 0.00 0.14 0.52 0.00 Sat Flow, veh/h 1774 1413 382 1774 1863 1583 1774 1863 1520 3442 1863 1583 Grp Volume(v), veh/h 252 0 296 62 61 0 48 545 0 333 631 0 Grp Sat Flow(s),veh/h/ln 1774 0 1795 1774 1863 1583 1774 1863 1520 1721 1863 1583 Q Serve(g_s), s 10.0 0.0 14.3 2.7 2.6 0.0 2.3 21.5 0.0 8.3 22.1 0.0 Cycle Q Clear(g_c), s 10.0 0.0 14.3 2.7 2.6 0.0 2.3 21.5 0.0 8.3 22.1 0.0 Prop In Lane 1.00 0.21 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 418 0 348 209 250 213 118 786 625 493 971 825 V/C Ratio(X) 0.60 0.00 0.85 0.30 0.24 0.00 0.41 0.69 0.00 0.68 0.65 0.00 Avail Cap(c_a), veh/h 418 0 359 255 310 264 177 786 625 493 971 825 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 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 28.6 0.0 35.1 31.3 34.9 0.0 40.3 21.2 0.0 36.6 15.6 0.0 Incr Delay (d2), s/veh 2.4 0.0 17.1 0.8 0.5 0.0 2.2 5.0 0.0 3.6 3.4 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 1.1 0.0 8.7 1.3 1.4 0.0 1.2 12.1 0.0 4.2 12.1 0.0 LnGrp Delay(d),s/veh 31.1 0.0 52.3 32.1 35.4 0.0 42.5 26.2 0.0 40.2 19.0 0.0 LnGrp LOS C D C D D C D B Approach Vol, veh/h 548 123 593 964 Approach Delay, s/veh 42.5 33.7 27.5 26.3 Approach LOS DCCC Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.0 50.9 7.7 22.4 16.9 43.0 13.0 17.1 Change Period (Y+Rc), s 4.0 5.0 4.0 6.0 5.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 8.0 40.0 6.0 17.0 9.0 37.0 9.0 14.0 Max Q Clear Time (g_c+I1), s 4.3 24.1 4.7 16.3 10.3 23.5 12.0 4.6 Green Ext Time (p_c), s 0.0 3.3 0.0 0.1 0.0 1.6 0.0 0.8 Intersection Summary HCM 2010 Ctrl Delay 31.0 HCM 2010 LOS C Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Short Total AM 3: Taft Hill & LCR38E/Harmony NB RT-Lane Harmony Cottages 11/18/2015 Synchro 9 Light Report Delich Associates st am nb rt.syn Phase Number 12345678 Movement NBL SBT WBL EBTL SBL NBT EBL WBTL Lead/Lag Lead Lag Lead Lag Lag Lead Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None Max None None Maximum Split (s) 12 45 10 23 14 43 13 20 Maximum Split (%) 13.3% 50.0% 11.1% 25.6% 15.6% 47.8% 14.4% 22.2% Minimum Split (s) 11 23 10 23 11 26 11 20 Yellow Time (s) 3 4 3 4.5 3 4.5 3 4.5 All-Red Time (s) 1 1 1 1.5 2 1.5 1 1.5 Minimum Initial (s) 57474747 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 10 12 13 15 Dual Entry Yes Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 44.5 56.5 11.5 21.5 87.5 44.5 11.5 24.5 End Time (s) 56.5 11.5 21.5 44.5 11.5 87.5 24.5 44.5 Yield/Force Off (s) 52.5 6.5 17.5 38.5 6.5 81.5 20.5 38.5 Yield/Force Off 170(s) 52.5 86.5 17.5 26.5 6.5 68.5 20.5 23.5 Local Start Time (s) 33 45 0 10 76 33 0 13 Local Yield (s) 41 85 6 27 85 70 9 27 Local Yield 170(s) 41 75 6 15 85 57 9 12 Intersection Summary Cycle Length 90 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 11.5 (13%), Referenced to phase 2:SBT, Start of Red Splits and Phases: 3: Taft Hill & LCR38E/Harmony HCM 2010 Signalized Intersection Summary Short Total PM 3: Taft Hill & LCR38E/Harmony NB RT-Lane Harmony Cottages 11/18/2015 Synchro 9 Light Report Delich Associates st pm nb rt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 151 170 59 55 244 418 97 625 53 321 589 175 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1863 1824 1863 1863 1863 1863 1863 1788 1863 1863 1863 Adj Flow Rate, veh/h 162 183 49 59 262 183 104 672 0 345 633 77 Adj No. of Lanes 110111111211 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 269 307 82 276 337 286 157 745 608 537 910 773 Arrive On Green 0.08 0.22 0.21 0.05 0.18 0.18 0.09 0.40 0.00 0.16 0.49 0.49 Sat Flow, veh/h 1774 1417 379 1774 1863 1583 1774 1863 1520 3442 1863 1583 Grp Volume(v), veh/h 162 0 232 59 262 183 104 672 0 345 633 77 Grp Sat Flow(s),veh/h/ln 1774 0 1796 1774 1863 1583 1774 1863 1520 1721 1863 1583 Q Serve(g_s), s 6.8 0.0 11.1 2.5 12.7 10.2 5.4 32.2 0.0 8.9 25.0 2.5 Cycle Q Clear(g_c), s 6.8 0.0 11.1 2.5 12.7 10.2 5.4 32.2 0.0 8.9 25.0 2.5 Prop In Lane 1.00 0.21 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 269 0 389 276 337 286 157 745 608 537 910 773 V/C Ratio(X) 0.60 0.00 0.60 0.21 0.78 0.64 0.66 0.90 0.00 0.64 0.70 0.10 Avail Cap(c_a), veh/h 269 0 435 340 451 383 168 745 608 537 910 773 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.0 0.0 33.6 29.5 37.1 36.0 41.9 26.8 0.0 37.6 18.8 13.1 Incr Delay (d2), s/veh 3.7 0.0 1.8 0.4 6.0 2.4 8.6 16.2 0.0 2.6 4.4 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.6 0.0 5.7 1.2 7.1 4.7 3.0 19.8 0.0 4.5 13.9 1.1 LnGrp Delay(d),s/veh 31.7 0.0 35.4 29.9 43.1 38.4 50.5 43.0 0.0 40.2 23.2 13.3 LnGrp LOS C DCDDDD DCB Approach Vol, veh/h 394 504 776 1055 Approach Delay, s/veh 33.9 39.9 44.0 28.1 Approach LOS CDDC Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.4 50.4 7.6 25.6 18.8 43.0 11.0 22.2 Change Period (Y+Rc), s 4.0 5.0 4.0 6.0 5.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 8.0 39.0 7.0 22.0 8.0 37.0 7.0 22.0 Max Q Clear Time (g_c+I1), s 7.4 27.0 4.5 13.1 10.9 34.2 8.8 14.7 Green Ext Time (p_c), s 0.0 3.3 0.0 1.6 0.0 0.8 0.0 1.5 Intersection Summary HCM 2010 Ctrl Delay 35.6 HCM 2010 LOS D Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Short Total PM 3: Taft Hill & LCR38E/Harmony NB RT-Lane Harmony Cottages 11/18/2015 Synchro 9 Light Report Delich Associates st pm nb rt.syn Phase Number 12345678 Movement NBL SBT WBL EBTL SBL NBT EBL WBTL Lead/Lag Lead Lag Lead Lag Lag Lead Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 12 44 11 28 13 43 11 28 Maximum Split (%) 12.6% 46.3% 11.6% 29.5% 13.7% 45.3% 11.6% 29.5% Minimum Split (s) 11 23 10 25 11 26 11 28 Yellow Time (s) 3 4 3 4.5 3 4.5 3 4.5 All-Red Time (s) 1 1 1 1.5 2 1.5 1 1.5 Minimum Initial (s) 57474747 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 10 12 13 15 Dual Entry Yes Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 9 21 65 76 52 9 65 76 End Time (s) 21 65 76 9 65 52 76 9 Yield/Force Off (s) 17 60 72 3 60 46 72 3 Yield/Force Off 170(s) 17 50 72 86 60 33 72 83 Local Start Time (s) 52 64 13 24 0 52 13 24 Local Yield (s) 60 8 20 46 8 89 20 46 Local Yield 170(s) 60 93 20 34 8 76 20 31 Intersection Summary Cycle Length 95 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 52 (55%), Referenced to phase 2:SBT and 6:NBT, Start of Red Splits and Phases: 3: Taft Hill & LCR38E/Harmony HCM 2010 TWSC Short Total AM 5: Site Access & Harmony Harmony Cottages 11/17/2015 Synchro 9 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 0.6 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 532 6 5 262 17 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 200 - 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 626 7 6 308 20 18 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 633 0 795 316 Stage 1 - - - - 629 - Stage 2 - - - - 166 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 946 - 325 680 Stage 1 - - - - 494 - Stage 2 - - - - 846 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 946 - 323 680 Mov Cap-2 Maneuver - - - - 323 - Stage 1 - - - - 494 - Stage 2 - - - - 841 - Approach EB WB NB HCM Control Delay, s 0 0.2 14.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 428 - - 946 - HCM Lane V/C Ratio 0.088 - - 0.006 - HCM Control Delay (s) 14.2 - - 8.8 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.3 - - 0 - Lanes and Geometrics Short Total AM 5: Site Access & Harmony Harmony Cottages 11/17/2015 Synchro 9 Light Report Delich Associates st am.syn Lane Group EBT EBR WBL WBT NBL NBR 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) 0 200 0 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Ped Bike Factor Frt 0.998 0.936 Flt Protected 0.950 0.974 Satd. Flow (prot) 3532 0 1770 3539 1698 0 Flt Permitted 0.950 0.974 Satd. Flow (perm) 3532 0 1770 3539 1698 0 Link Speed (mph) 30 30 30 Link Distance (ft) 541 402 166 Travel Time (s) 12.3 9.1 3.8 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 5: Site Access & Harmony Harmony Cottages 11/17/2015 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 526 18 16 706 11 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 200 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 584 20 18 784 12 10 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 604 0 1022 302 Stage 1 - - - - 594 - Stage 2 - - - - 428 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 970 - 232 694 Stage 1 - - - - 514 - Stage 2 - - - - 625 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 970 - 228 694 Mov Cap-2 Maneuver - - - - 228 - Stage 1 - - - - 514 - Stage 2 - - - - 613 - Approach EB WB NB HCM Control Delay, s 0 0.2 16.8 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 327 - - 970 - HCM Lane V/C Ratio 0.068 - - 0.018 - HCM Control Delay (s) 16.8 - - 8.8 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.2 - - 0.1 - Lanes and Geometrics Short Total PM 5: Site Access & Harmony Harmony Cottages 11/17/2015 Synchro 9 Light Report Delich Associates st pm.syn Lane Group EBT EBR WBL WBT NBL NBR 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) 0 200 0 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Ped Bike Factor Frt 0.995 0.939 Flt Protected 0.950 0.973 Satd. Flow (prot) 3522 0 1770 3539 1702 0 Flt Permitted 0.950 0.973 Satd. Flow (perm) 3522 0 1770 3539 1702 0 Link Speed (mph) 30 30 30 Link Distance (ft) 541 402 166 Travel Time (s) 12.3 9.1 3.8 Intersection Summary Area Type: Other APPENDIX F Harmony LCR38E Taft Hill Seneca SCALE: 1"=500' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Harmony Cottages TIS, November 2015 Pedestrian LOS Worksheet Project Location Classification: All Other Areas 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 Commercial uses to the northwest of the site Commercial Minimum C C C C C 1 Actual A B B C B Proposed A B B C B Neighborhood to the north of the site Residential Minimum C C C C C 2 Actual A D B C C Proposed A D B C C Neighborhood to the south and southeast of the site Residential Minimum C C C C C 3 Actual A B B B B Proposed A B B B B Neighborhood to the southwest of the site Residential Minimum C C C C C 4 Actual B D B C C Proposed B D B C C Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed