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Magic Toyota Replacement TIA.pdf Gibson Traffic Consultants 2813 Rockefeller Avenue Suite B Everett, WA 98201 425.339.8266 Trip th Generation, 9 Edition Synchro 9.1, Build 909 2010 Highway Capacity Manual (HCM) Highway Capacity Manual 2011 Washington State Collision Data Summary Traffic Impact Analysis Guidelines Traffic Impact Analysis Guidelines A - 1 A - 2 A - 3 A - 4 A - 5 www.idaxdata.com03 PACIFIC HWY 212TH ST SW Date: Thu, Dec 08, 2016 N Peak Hour Count Period: 4:00 PMto6:00 PM Peak Hour: 4:00 PMto5:00 PM 1,1151,768 PACIFIC HWY 954 9464 3 0 212TH ST SW 94 0 4 4150 438 233 167 TEV:3,790 2 5 PHF:0.97 111 244 486 467 0 0 2 75 212TH ST SW PACIFIC HWY 0881,504159 0 HV %:PHF EB1.9%0.87 1,1401,751 WB2.1%0.87 NB2.3%0.94 SB1.7%0.92 TOTAL2.1%0.97 Two-Hour Count Summaries 212TH ST SW212TH ST SWPACIFIC HWYPACIFIC HWY Interval 15-min Rolling EastboundWestboundNorthboundSouthbound StartTotalOne Hour UTLTTHRTUTLTTHRTUTLTTHRTUTLTTHRT 4:00 PM049702002254290233604322524530972 0 4:15 PM045692301855250223743701323921941 0 4:30 PM039551703653200253974211423721957 0 4:45 PM0345015035712001837337012233229203,790 5:00 PM0416814028531903036333019249379543,772 5:15 PM0326120026751502341726011209379523,783 5:30 PM025561102750150133424006227278393,665 5:45 PM036517022581701931425114206308003,545 Count Total0301480127021446916001732,94028341141,8452257,3350 Peak Hour0167244750111233940881,504159364954943,7900 Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle TotalsBicyclesPedestrians (Crossing Leg) Start EBWBNBSBTotalEBWBNBSBTotalEastWestNorthSouthTotal 4:00 PM226300000300 1303 4:15 PM4416700001021 3104 4:30 PM219400000001 1601 4:45 PM1210500001220 180 5 110 5:00 PM324200001420 7 110 5:15 PM009200002502 9 140 5:30 PM208400001200 3 120 5:45 PM224400000130 4 1260 Count Total16136631000061794 36 Peak Hour99411900002542 780 13 mark.skaggs@idaxdata.com Mark Skaggs: (425) 250-0777 B - 1 www.idaxdata.com05 PACIFIC HWY 216TH ST SW Date: Thu, Dec 08, 2016 N Peak Hour Count Period: 4:00 PMto6:00 PM Peak Hour: 4:30 PMto5:30 PM 1,1181,741 PACIFIC HWY 1,009 4366 0 0 216TH ST SW 128 0 15 1940 280 75 85 TEV:3,420 15 2 PHF:0.96 77 106 328 262 0 0 16 137 216TH ST SW PACIFIC HWY 0761,52890 1 HV %:PHF EB2.7%0.81 1,2231,694 WB1.1%0.82 NB1.7%0.91 SB1.3%0.95 TOTAL1.6%0.96 Two-Hour Count Summaries 216TH ST SW216TH ST SWPACIFIC HWYPACIFIC HWY Interval 15-min Rolling EastboundWestboundNorthboundSouthbound StartTotalOne Hour UTLTTHRTUTLTTHRTUTLTTHRTUTLTTHRT 4:00 PM021233602223200213871501425798480 4:15 PM018192602917241163821705272138390 4:30 PM026264902118370183832401626710895 0 4:45 PM02219250102027017370210925215807 3,389 5:00 PM01836280211846016362180222597851 3,392 5:15 PM0192535025191802541327019231118673,420 5:30 PM091431016221702337020218226117793,304 5:45 PM092118013121501835420011237127403,237 Count Total0142183248015714920411543,02116221142,001886,6260 Peak Hour085106137077751280761,528900661,009433,4200 Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle TotalsBicyclesPedestrians (Crossing Leg) Start EBWBNBSBTotalEBWBNBSBTotalEastWestNorthSouthTotal 80 4:00 PM115100002521 10 220 4:15 PM11137000025122 21 4:30 PM318300002345 15014 4:45 PM218500000144 1609 5:00 PM106400000634 11013 5:15 PM316300100543 131 12 140 5:30 PM208400000423 9 80 5:45 PM004400000733 13 1071 Count Total135583100106363425 101 Peak Hour93281500102151516 551 48 mark.skaggs@idaxdata.com Mark Skaggs: (425) 250-0777 B - 2 www.idaxdata.com01 72ND AVE W 212TH ST SW Date: Tue, Dec 13, 2016 N Peak Hour Count Period: 4:00 PMto6:00 PM Peak Hour: 4:00 PMto5:00 PM 85 175 72ND AVE W 164128 0 1 212TH ST SW 36 0 1 4960 470 395 31 TEV:1,296 0 6 PHF:0.96 39 422 488 510 1 0 3 35 212TH ST SW 72ND AVE W 08510860 0 HV %:PHF EB4.7%0.88 115 253 WB2.3%0.96 NB0.8%0.83 SB7.1%0.79 TOTAL3.2%0.96 Two-Hour Count Summaries 212TH ST SW212TH ST SW72ND AVE W72ND AVE W Interval 15-min Rolling EastboundWestboundNorthboundSouthbound StartTotalOne Hour UTLTTHRTUTLTTHRTUTLTTHRTUTLTTHRT 4:00 PM0611580149711026191501085334 0 4:15 PM08807061078018241504113291 0 4:30 PM06120120119111020221808145338 0 4:45 PM0111078081006021431206833331,296 5:00 PM05103130788701630904982991,261 5:15 PM0983130138612023271009922961,266 5:30 PM06921901089702819605822911,219 5:45 PM0476708103401021906712561,142 Count Total055776870777616601622059405274292,4380 Peak Hour03142235039395360851086002841161,2960 Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle TotalsBicyclesPedestrians (Crossing Leg) Start EBWBNBSBTotalEBWBNBSBTotalEastWestNorthSouthTotal 4:00 PM932300010111 1713 4:15 PM430100000000 800 4:30 PM650110000200 1212 4:45 PM400100000302 50 5 81 5:00 PM320301000200 2 50 5:15 PM310100000510 6 50 5:30 PM220100001110 3 50 5:45 PM220100000020 2 653 Count Total3318212110111453 23 Peak Hour23112610010613 422 10 mark.skaggs@idaxdata.com Mark Skaggs: (425) 250-0777 B - 3 www.idaxdata.com02 MAGIC TOYOTA DWY (NON GATED) 212TH ST SW Date: Thu, Dec 08, 2016 Peak Hour Count Period: 4:00 PMto6:00 PM N Peak Hour: 4:00 PMto5:00 PM 212TH ST SW 0 392 0 395 400 8 0 TEV:916 1 0 PHF:0.85 0 483 492 504 0 7 9 MAGIC TOYOTA DWY (NON GATED) 212TH ST SW 0321 HV %:PHF 0 EB2.0%0.84 WB3.0%0.89 NB0.0%0.67 17 24 SB-- TOTAL2.4%0.85 Two-Hour Count Summaries 212TH ST SW212TH ST SW0 MAGIC TOYOTA DWY (NON GATED) Interval 15-min Rolling EastboundWestboundNorthboundSouthbound StartTotalOne Hour UTLTTHRTUTLTTHRTUTLTTHRTUTLTTHRT 4:00 PM00143405107001080000268 0 4:15 PM0013100289001070000230 0 4:30 PM0011000191001020000205 0 4:45 PM0099500105000040000213916 5:00 PM00124200115000030000244892 5:15 PM00121200122000020000247909 5:30 PM009120184000030000181885 5:45 PM0087204102002040000201873 Count Total009061701381500503300001,7890 Peak Hour0048390839200302100009160 Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle TotalsBicyclesPedestrians (Crossing Leg) Start EBWBNBSBTotalEBWBNBSBTotalEastWestNorthSouthTotal 4:00 PM420000001003 604 4:15 PM250000000002 702 4:30 PM230000000001 501 4:45 PM220000000001 40 1 50 5:00 PM230000000002 2 30 5:15 PM030000000002 2 40 5:30 PM220000000000 0 30 5:45 PM210000000000 0 370 Count Total162100000010011 12 Peak Hr10120000001007 220 8 mark.skaggs@idaxdata.com Mark Skaggs: (425) 250-0777 B - 4 www.idaxdata.com04 PACIFIC HWY MAGIC TOYOTA DWY (FULL ACCESS) Date: Thu, Dec 08, 2016 Peak Hour Count Period: 4:00 PMto6:00 PM N Peak Hour: 4:30 PMto5:30 PM 11301,785 PACIFIC HWY 1,127 0 3 0 0 10 0 TEV:2,929 10 0 PHF:0.96 3 10 0 0 7 MAGIC TOYOTA PACIFIC HWY DWY (FULL 071,782 0 HV %:PHF ACCESS) EB0.0%0.63 WB-- 1,134 1789 NB1.7%0.95 SB1.4%0.97 TOTAL1.6%0.96 Two-Hour Count Summaries 0PACIFIC HWYPACIFIC HWY MAGIC TOYOTA DWY (FULL ACCESS) Interval 15-min Rolling EastboundWestboundNorthboundSouthbound StartTotalOne Hour UTLTTHRTUTLTTHRTUTLTTHRTUTLTTHRT 4:00 PM000000000242301027807040 4:15 PM010500000243400027607180 4:30 PM01020000034680002900764 0 4:45 PM00020000014330002861723 2,909 5:00 PM00010000004250002820708 2,913 5:15 PM020200000345600026927342,929 5:30 PM000400000439900026236722,837 5:45 PM000100000136200023526012,715 Count Total0401700000163,4000102,17885,6240 Peak Hour03070000071,7820001,12732,9290 Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle TotalsBicyclesPedestrians (Crossing Leg) Start EBWBNBSBTotalEBWBNBSBTotalEastWestNorthSouthTotal 80 4:00 PM007100000000 0 230 4:15 PM1015700000000 0 4:30 PM009300000200 1202 4:45 PM008600000000 1400 5:00 PM006200000100 801 5:15 PM007500000700 120 7 110 5:30 PM008300000100 1 110 5:45 PM004700000100 1 990 Count Total106434000001200 12 Peak Hr003016000001000 460 10 mark.skaggs@idaxdata.com Mark Skaggs: (425) 250-0777 B - 5 Peak Hour Summary Mark Skaggs (206) 251-0300 Pacific Hwy & 212th St SW 4:00 PM to 5:00 PM Wednesday, June 29, 2011 Pacific Hwy 00 13331545 148111768 212th St SW Peds6 84 05252724760 120 Peds13 Peds5 221 05482514200 76 212th St SW Peds2 1051240101 Pacific Hwy 13131446 00 ApproachPHFHV%Volume EB 0.941.8%548 WB 0.940.0%476 NB 0.951.0%1,446 SB 0.822.3%1,333 Intersection 0.931.4%3,803 Count Period:4:00 PM to 6:00 PM B - 6 2.3% 0.82 InOut Total Vehicle Summary 1,3331,545 HV 1481,11768 PHF HV0.0% 6 PHF 0.94 84 221 13 5 Mark Skaggs Out525476In 251272 (206) 251-0300 In 548420Out 120 76 2 0.95 1.0% Pacific Hwy & 212th St SW HV1.8% PHF 0.94 1051,240101 HV Wednesday, June 29, 2011 PHF OutIn 1,3131,446 4:00 PM to 6:00 PM Peak Hour Summary 4:00 PM to 5:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM IntervalNorthboundSouthboundEastboundWestboundPedestrians StartInterval Pacific HwyPacific Hwy212th St SW212th St SWCrosswalk TimeTotal LTRHVLTRHVLTRHVLTRHVNorthSouthEastWest 4:00 PM30308122213454210606818330691501,0182020 4:15 PM20281325162923213507025433742009450005 4:30 PM2632629110252403585515323672009213011 4:45 PM2932528621228345535818034622909191227 5:00 PM2029729221217327556816429602808722224 5:15 PM1733830512235277478215121683019221032 5:30 PM2332337316236404466120321542309001000 5:45 PM2630932512228364375411223661908531102 Total Survey1912,507229291292,033283534065161382021452018417,3501151021 Peak Hour Summary 4:00 PM to 5:00 PM NorthboundSouthboundEastboundWestboundPedestrians By Total Pacific HwyPacific Hwy212th St SW212th St SWCrosswalk Approach InOutTotalHVInOutTotalHVInOutTotalHVInOutTotalHVNorthSouthEastWest Volume1,4461,3132,759141,3331,5452,878315485251,0731047642089603,80362513 %HV1.0%2.3%1.8%0.0%1.4% PHF0.950.820.940.940.93 NorthboundSouthboundEastboundWestbound By Total Pacific HwyPacific Hwy212th St SW212th St SW Movement TotalTotalTotalTotal LTRLTRLTRLTR 1,4461,333548476 Volume1051,240101681,11714822125176120272843,803 0.950.820.940.94 PHF0.880.950.790.810.810.880.920.900.760.880.920.720.93 Rolling Hour Summary 4:00 PM to 6:00 PM IntervalNorthboundSouthboundEastboundWestboundPedestrians StartInterval Pacific HwyPacific Hwy212th St SW212th St SWCrosswalk TimeTotal LTRHVLTRHVLTRHVLTRHVNorthSouthEastWest 4:00 PM1051,24010114681,1171483122125176101202728403,80362513 4:15 PM951,22911814689891382821625174111192639703,65764517 4:30 PM921,28611614649321332221326364810725710713,63474814 4:45 PM891,28312416709161332320126969810524411013,61354713 5:00 PM861,26712815619161352218526562109424810013,5475358 B - 7 Peak Hour Summary Mark Skaggs (206) 251-0300 Pacific Hwy & 216th St SW 4:00 PM to 5:00 PM Wednesday, June 29, 2011 Pacific Hwy 00 12851491 49119442 216th St SW Peds15 92 0238822360 62 Peds14 Peds11 72 03051012230 132 216th St SW Peds15 107132780 Pacific Hwy 13881514 00 ApproachPHFHV%Volume EB 0.831.0%305 WB 0.882.1%236 NB 0.942.6%1,514 SB 0.881.1%1,285 Intersection 0.961.8%3,340 Count Period:4:00 PM to 6:00 PM B - 8 1.1% 0.88 InOut Total Vehicle Summary 1,2851,491 HV 491,19442 PHF HV2.1% 15 PHF 0.88 92 72 1411 Mark Skaggs Out238236In 10182 (206) 251-0300 In 305223Out 62 132 15 0.94 2.6% Pacific Hwy & 216th St SW HV1.0% PHF 0.83 1071,32780 HV Wednesday, June 29, 2011 PHF OutIn 1,3881,514 4:00 PM to 6:00 PM Peak Hour Summary 4:00 PM to 5:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM IntervalNorthboundSouthboundEastboundWestboundPedestrians StartInterval Pacific HwyPacific Hwy216th St SW216th St SWCrosswalk TimeTotal LTRHVLTRHVLTRHVLTRHVNorthSouthEastWest 4:00 PM2630919610340173222536017242608718132 4:15 PM32317141212311215152231211161328155417 4:30 PM253552481025454173342020153228322312 4:45 PM2434623131028962182123114272118220763 5:00 PM23304133924692273937025224127958382 5:15 PM27380275425588213332025233118668038 5:30 PM1335321710242114142525115171417604131 5:45 PM20366207923915514103107121817613415 Total Survey1902,73016161742,17692331482082574134156196106,52238232630 Peak Hour Summary 4:00 PM to 5:00 PM NorthboundSouthboundEastboundWestboundPedestrians By Total Pacific HwyPacific Hwy216th St SW216th St SWCrosswalk Approach InOutTotalHVInOutTotalHVInOutTotalHVInOutTotalHVNorthSouthEastWest Volume1,5141,3882,902391,2851,4912,77614305238543323622345953,34015151114 %HV2.6%1.1%1.0%2.1%1.8% PHF0.940.880.830.880.96 NorthboundSouthboundEastboundWestbound By Total Pacific HwyPacific Hwy216th St SW216th St SW Movement TotalTotalTotalTotal LTRLTRLTRLTR 1,5141,285305236 Volume1071,32780421,19449721011326282923,340 0.940.880.830.88 PHF0.840.930.830.880.880.580.820.770.790.780.760.720.96 Rolling Hour Summary 4:00 PM to 6:00 PM IntervalNorthboundSouthboundEastboundWestboundPedestrians StartInterval Pacific HwyPacific Hwy216th St SW216th St SWCrosswalk TimeTotal LTRHVLTRHVLTRHVLTRHVNorthSouthEastWest 4:00 PM1071,3278039421,194491472101132362829253,34015151114 4:15 PM1041,3227436411,1004113771151333708010773,26415171614 4:30 PM991,3858729331,0442816831261341848712563,31518131815 4:45 PM871,3838428331,0323416801181172798910753,24320112014 5:00 PM831,4038122329824319761071251727410453,1822381516 B - 9 Peak Hour Summary Mark Skaggs (206) 251-0300 72nd Ave W & 212th St SW 4:15 PM to 5:15 PM Wednesday, June 29, 2011 72nd Ave W 00 72169 143919 212th St SW Peds4 33 04763884510 30 Peds8 Peds5 18 04834145010 51 212th St SW Peds0 7411868 72nd Ave W 120260 00 ApproachPHFHV%Volume EB 0.882.3%483 WB 0.871.1%451 NB 0.752.7%260 SB 0.755.6%72 Intersection 0.902.1%1,266 Count Period:4:00 PM to 6:00 PM B - 10 5.6% 0.75 InOut Total Vehicle Summary 72169 HV 143919 PHF HV1.1% 4 PHF 0.87 33 18 85 Mark Skaggs Out476451In 414388 (206) 251-0300 In 483501Out 30 51 0 0.75 2.7% 72nd Ave W & 212th St SW HV2.3% PHF 0.88 7411868 HV Wednesday, June 29, 2011 PHF OutIn 120260 4:00 PM to 6:00 PM Peak Hour Summary 4:15 PM to 5:15 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM IntervalNorthboundSouthboundEastboundWestboundPedestrians StartInterval 72nd Ave W72nd Ave W212th St SW212th St SWCrosswalk TimeTotal LTRHVLTRHVLTRHVLTRHVNorthSouthEastWest 4:00 PM30271631235269912311108933380111 4:15 PM131719241460697124121041313172010 4:30 PM1533132513623107755971133152001 4:45 PM17311514400695131489502830015 5:00 PM293721268223115191998413510032 5:15 PM102520179102106182795503050002 5:30 PM222426567614871127931113042218 5:45 PM26132181031379102111191112952111 Total Survey16220713217526829833785102206680369102,50884820 Peak Hour Summary 4:15 PM to 5:15 PM NorthboundSouthboundEastboundWestboundPedestrians By Total 72nd Ave W72nd Ave W212th St SW212th St SWCrosswalk Approach InOutTotalHVInOutTotalHVInOutTotalHVInOutTotalHVNorthSouthEastWest Volume26012038077216924144834769591145150195251,2664058 %HV2.7%5.6%2.3%1.1%2.1% PHF0.750.750.880.870.90 NorthboundSouthboundEastboundWestbound By Total 72nd Ave W72nd Ave W212th St SW212th St SW Movement TotalTotalTotalTotal LTRLTRLTRLTR 26072483451 Volume7411868193914184145130388331,266 0.750.750.880.87 PHF0.640.800.810.790.700.580.750.900.670.630.930.630.90 Rolling Hour Summary 4:00 PM to 6:00 PM IntervalNorthboundSouthboundEastboundWestboundPedestrians StartInterval 72nd Ave W72nd Ave W212th St SW212th St SWCrosswalk TimeTotal LTRHVLTRHVLTRHVLTRHVNorthSouthEastWest 4:00 PM751086382534174213984413323983871,2534137 4:15 PM741186871939144184145111303883351,2664058 4:30 PM7112669622349414423579253792541,25420410 4:45 PM7811782923289315403616273752521,24322517 5:00 PM8799699273412412387587344053131,25543513 B - 11 C - 1 C - 2 C - 3 C - 4 C - 5 D - 1 D - 2 D - 3 D - 4 D - 5 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)16724475111233948815041596795494 Future Volume (vph)16724475111233948815041596795494 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)002500250000 Storage Lanes00101111 Taper Length (ft)25252525 Lane Util. Factor0.950.950.950.950.950.951.000.951.001.000.951.00 Ped Bike Factor1.000.991.000.981.000.98 Frt0.9770.9680.8500.850 Flt Protected0.9830.9880.9500.950 Satd. Flow (prot)033900033700177035391583177035391583 Flt Permitted0.9830.9880.9500.950 Satd. Flow (perm)033850033680176535391557176935391547 Right Turn on RedYesYesYesYes Satd. Flow (RTOR)152512197 Link Speed (mph)30303030 Link Distance (ft)328560516677 Travel Time (s)7.512.711.715.4 Confl. Peds. (#/hr)42245225 Peak Hour Factor0.970.970.970.970.970.970.970.970.970.970.970.97 Adj. Flow (vph)17225277114240979115511646998497 Shared Lane Traffic (%) Lane Group Flow (vph)05010045109115511646998497 Turn TypeSplitNASplitNAProtNAPermProtNAPerm Protected Phases44885216 Permitted Phases26 Detector Phase4488522166 Switch Phase Minimum Initial (s)4.04.04.04.04.04.04.04.04.04.0 Minimum Split (s)20.020.020.020.08.020.020.08.020.020.0 Total Split (s)27.027.024.024.015.058.058.011.054.054.0 Total Split (%)22.5%22.5%20.0%20.0%12.5%48.3%48.3%9.2%45.0%45.0% Maximum Green (s)23.023.020.020.011.054.054.07.050.050.0 Yellow Time (s)3.53.53.53.53.53.53.53.53.53.5 All-Red Time (s)0.50.50.50.50.50.50.50.50.50.5 Lost Time Adjust (s)0.00.00.00.00.00.00.00.0 Total Lost Time (s)4.04.04.04.04.04.04.04.0 Lead/LagLeadLagLagLeadLagLag Lead-Lag Optimize?YesYesYesYesYesYes Vehicle Extension (s)3.03.03.03.03.03.03.03.03.03.0 Recall ModeNoneNoneNoneNoneNoneNoneNoneNoneNoneNone Walk Time (s)5.05.05.05.05.05.05.05.0 Flash Dont Walk (s)11.011.011.011.011.011.011.011.0 Pedestrian Calls (#/hr)00000000 Act Effct Green (s)20.518.19.853.153.17.050.350.3 Actuated g/C Ratio0.180.160.090.470.470.060.450.45 v/c Ratio0.800.800.590.930.200.630.620.13 Control Delay53.755.268.040.06.980.227.54.7 GTC (MJP)2016 Existing E - 1 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Queue Delay0.00.00.00.00.00.00.00.0 Total Delay53.755.268.040.06.980.227.54.7 LOSDEEDAFCA Approach Delay53.755.238.528.8 Approach LOSDEDC Queue Length 50th (ft)1891686960518533180 Queue Length 95th (ft)252228125#77959#12639333 Internal Link Dist (ft)248480436597 Turn Bay Length (ft)250 Base Capacity (vph)71763017617298231121610757 Starvation Cap Reductn00000000 Spillback Cap Reductn00000000 Storage Cap Reductn00000000 Reduced v/c Ratio0.700.720.520.900.200.620.610.13 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 112.2 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.93 Intersection Signal Delay: 39.5Intersection LOS: D Intersection Capacity Utilization 85.5%ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SR-99 & 212th St SW GTC (MJP)2016 Existing E - 2 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)8510613777751287615289066100943 Future Volume (vph)8510613777751287615289066100943 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)075014025002500 Storage Lanes01011111 Taper Length (ft)25252525 Lane Util. Factor1.001.001.001.001.001.001.000.951.001.000.951.00 Ped Bike Factor0.990.950.990.950.990.971.000.92 Frt0.8500.8500.8500.850 Flt Protected0.9780.9750.9500.950 Satd. Flow (prot)018221583018161583177035391583177035391583 Flt Permitted0.9780.9750.2490.950 Satd. Flow (perm)01800150801791151245935391539176835391464 Right Turn on RedYesYesYesYes Satd. Flow (RTOR)1001338245 Link Speed (mph)30303030 Link Distance (ft)3721065475940 Travel Time (s)8.524.210.821.4 Confl. Peds. (#/hr)15161615152215 Confl. Bikes (#/hr)1 Peak Hour Factor0.960.960.960.960.960.960.960.960.960.960.960.96 Adj. Flow (vph)8911014380781337915929469105145 Shared Lane Traffic (%) Lane Group Flow (vph)019914301581337915929469105145 Turn TypeSplitNAPermSplitNAPermPermNAPermProtNAPerm Protected Phases4488216 Permitted Phases48226 Detector Phase444888222166 Switch Phase Minimum Initial (s)4.04.04.04.04.04.04.04.04.04.04.04.0 Minimum Split (s)20.020.020.020.020.020.020.020.020.08.020.020.0 Total Split (s)21.021.021.020.020.020.070.070.070.09.079.079.0 Total Split (%)17.5%17.5%17.5%16.7%16.7%16.7%58.3%58.3%58.3%7.5%65.8%65.8% Maximum Green (s)17.017.017.016.016.016.066.066.066.05.075.075.0 Yellow Time (s)3.53.53.53.53.53.53.53.53.53.53.53.5 All-Red Time (s)0.50.50.50.50.50.50.50.50.50.50.50.5 Lost Time Adjust (s)0.00.00.00.00.00.00.00.00.00.0 Total Lost Time (s)4.04.04.04.04.04.04.04.04.04.0 Lead/LagLagLagLagLead Lead-Lag Optimize?YesYesYesYes Vehicle Extension (s)3.03.03.03.03.03.03.03.03.03.03.03.0 Recall ModeNoneNoneNoneNoneNoneNoneMinMinMinNoneMinMin Walk Time (s)5.05.05.05.05.05.05.05.05.05.05.0 Flash Dont Walk (s)11.011.011.011.011.011.011.011.011.011.011.0 Pedestrian Calls (#/hr)00000000000 Act Effct Green (s)15.415.413.713.759.059.059.05.168.268.2 Actuated g/C Ratio0.140.140.120.120.540.540.540.050.620.62 v/c Ratio0.780.480.700.440.320.840.110.840.480.05 GTC (MJP)2016 Existing E - 3 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Control Delay68.922.764.912.919.126.23.9119.612.22.6 Queue Delay0.00.00.00.00.00.00.00.00.00.0 Total Delay68.922.764.912.919.126.23.9119.612.22.6 LOSECEBBCAFBA Approach Delay49.641.124.718.2 Approach LOSDDCB Queue Length 50th (ft)150301180325044542110 Queue Length 95th (ft)#26495#194586961129#15026114 Internal Link Dist (ft)292985395860 Turn Bay Length (ft)75140250250 Base Capacity (vph)28832327033828221779788224731037 Starvation Cap Reductn0000000000 Spillback Cap Reductn0000000000 Storage Cap Reductn0000000000 Reduced v/c Ratio0.690.440.590.390.280.730.100.840.420.04 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 109.6 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 26.3Intersection LOS: C Intersection Capacity Utilization 74.7%ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: SR-99 & 216th St SW GTC (MJP)2016 Existing E - 4 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)314223539395368510860284116 Future Volume (vph)314223539395368510860284116 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)0000060045 Storage Lanes00000101 Taper Length (ft)25252525 Lane Util. Factor0.950.950.950.950.950.951.001.001.001.001.001.00 Ped Bike Factor1.001.001.000.98 Frt0.9890.9880.8500.850 Flt Protected0.9970.9960.9780.980 Satd. Flow (prot)034490034430018041568018081568 Flt Permitted0.9110.8930.8240.809 Satd. Flow (perm)031510030860015141568014921533 Right Turn on RedYesYesYesYes Satd. Flow (RTOR)11136361 Link Speed (mph)30303030 Link Distance (ft)431554666528 Travel Time (s)9.812.615.112.0 Confl. Peds. (#/hr)133166 Confl. Bikes (#/hr)11 Peak Hour Factor0.960.960.960.960.960.960.960.960.960.960.960.96 Heavy Vehicles (%)3%3%3%3%3%3%3%3%3%3%3%3% Adj. Flow (vph)324403641411388911363294317 Shared Lane Traffic (%) Lane Group Flow (vph)050800490002026307217 Turn Typepm+ptNApm+ptNAPermNAPermPermNAPerm Protected Phases743826 Permitted Phases482266 Detector Phase7438222666 Switch Phase Minimum Initial (s)4.04.04.04.04.04.04.04.04.04.0 Minimum Split (s)8.020.08.020.020.020.020.020.020.020.0 Total Split (s)8.041.08.041.041.041.041.041.041.041.0 Total Split (%)8.9%45.6%8.9%45.6%45.6%45.6%45.6%45.6%45.6%45.6% Maximum Green (s)4.037.04.037.037.037.037.037.037.037.0 Yellow Time (s)3.53.53.53.53.53.53.53.53.53.5 All-Red Time (s)0.50.50.50.50.50.50.50.50.50.5 Lost Time Adjust (s)0.00.00.00.00.00.0 Total Lost Time (s)4.04.04.04.04.04.0 Lead/LagLagLeadLagLead Lead-Lag Optimize? Vehicle Extension (s)3.03.03.03.03.03.03.03.03.03.0 Recall ModeNoneNoneNoneNoneNoneNoneNoneNoneNoneNone Walk Time (s)5.05.05.05.05.05.05.05.0 Flash Dont Walk (s)11.011.011.011.011.011.011.011.0 Pedestrian Calls (#/hr)00000000 Act Effct Green (s)13.613.69.79.79.39.3 Actuated g/C Ratio0.520.520.370.370.360.36 GTC (MJP)2016 Existing E - 5 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR v/c Ratio0.310.300.360.100.140.03 Control Delay6.46.410.23.58.30.5 Queue Delay0.00.00.00.00.00.0 Total Delay6.46.410.23.58.30.5 LOSAABAAA Approach Delay6.46.48.66.8 Approach LOSAAAA Queue Length 50th (ft)232221070 Queue Length 95th (ft)53516314262 Internal Link Dist (ft)351474586448 Turn Bay Length (ft)6045 Base Capacity (vph)315130861514156814921533 Starvation Cap Reductn000000 Spillback Cap Reductn000000 Storage Cap Reductn000000 Reduced v/c Ratio0.160.160.130.040.050.01 Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 26.1 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.36 Intersection Signal Delay: 6.9Intersection LOS: A Intersection Capacity Utilization 54.0%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 3: 72nd Ave W & 212th St SW GTC (MJP)2016 Existing E - 6 Magic Toyota Replacement (16-293) Intersection Int Delay, s/veh0.5 MovementEBTEBRWBLWBTNBLNBR Lane Configurations Traffic Vol, veh/h48398392321 Future Vol, veh/h48398392321 Conflicting Peds, #/hr077001 Sign Control FreeFreeFreeFreeStopStop RT Channelized-None-None-None Storage Length----0- Veh in Median Storage, #0--00- Grade, %0--00- Peak Hour Factor848489896767 Heavy Vehicles, %223300 Mvmt Flow575119440431 Major/MinorMajor1Major2Minor1 Conflicting Flow All005930825301 Stage 1----587- Stage 2----238- Critical Hdwy--4.16-6.86.9 Critical Hdwy Stg 1----5.8- Critical Hdwy Stg 2----5.8- Follow-up Hdwy--2.23-3.53.3 Pot Cap-1 Maneuver--972-315701 Stage 1----524- Stage 2----785- Platoon blocked, %--- Mov Cap-1 Maneuver--971-309696 Mov Cap-2 Maneuver----309- Stage 1----521- Stage 2----776- ApproachEBWBNB HCM Control Delay, s00.311.4 HCM LOSB Minor Lane/Major MvmtNBLn1EBTEBRWBLWBT Capacity (veh/h)602--971- HCM Lane V/C Ratio0.06--0.009- HCM Control Delay (s)11.4--8.70.1 HCM Lane LOSB--AA HCM 95th %tile Q(veh)0.2--0- GTC (MJP)2016 Existing E - 7 Magic Toyota Replacement (16-293) Intersection Int Delay, s/veh0.2 MovementEBLEBRNBLNBTSBTSBR Lane Configurations Traffic Vol, veh/h377178211273 Future Vol, veh/h377178211273 Conflicting Peds, #/hr00100010 Sign Control StopStopFreeFreeFreeFree RT Channelized-None-None-None Storage Length0-50--- Veh in Median Storage, #0--00- Grade, %0--00- Peak Hour Factor636395959797 Heavy Vehicles, %002211 Mvmt Flow5117187611623 Major/MinorMinor2Major1Major2 Conflicting Flow All193859211750-0 Stage 11173----- Stage 2765----- Critical Hdwy6.47.15.34--- Critical Hdwy Stg 17.3----- Critical Hdwy Stg 26.7----- Follow-up Hdwy3.83.93.12--- Pot Cap-1 Maneuver71389322--- Stage 1153----- Stage 2333----- Platoon blocked, %--- Mov Cap-1 Maneuver69386322--- Mov Cap-2 Maneuver118----- Stage 1148----- Stage 2326----- ApproachEBNBSB HCM Control Delay, s21.80.10 HCM LOSC Minor Lane/Major MvmtNBLNBTEBLn1SBTSBR Capacity (veh/h)322-230-- HCM Lane V/C Ratio0.023-0.069-- HCM Control Delay (s)16.4-21.8-- HCM Lane LOSC-C-- HCM 95th %tile Q(veh)0.1-0.2-- GTC (MJP)2016 Existing E - 8 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)17024977113238969015341626897396 Future Volume (vph)17024977113238969015341626897396 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)002500250000 Storage Lanes00101111 Taper Length (ft)25252525 Lane Util. Factor0.950.950.950.950.950.951.000.951.001.000.951.00 Ped Bike Factor1.000.991.000.981.000.98 Frt0.9770.9680.8500.850 Flt Protected0.9830.9880.9500.950 Satd. Flow (prot)033900033700177035391583177035391583 Flt Permitted0.9830.9880.9500.950 Satd. Flow (perm)033850033680176535391557176935391547 Right Turn on RedYesYesYesYes Satd. Flow (RTOR)152512099 Link Speed (mph)30303030 Link Distance (ft)328560516677 Travel Time (s)7.512.711.715.4 Confl. Peds. (#/hr)42245225 Peak Hour Factor0.970.970.970.970.970.970.970.970.970.970.970.97 Adj. Flow (vph)175257791162459993158116770100399 Shared Lane Traffic (%) Lane Group Flow (vph)051100460093158116770100399 Turn TypeSplitNASplitNAProtNAPermProtNAPerm Protected Phases44885216 Permitted Phases26 Detector Phase4488522166 Switch Phase Minimum Initial (s)4.04.04.04.04.04.04.04.04.04.0 Minimum Split (s)20.020.020.020.08.020.020.08.020.020.0 Total Split (s)27.027.024.024.015.058.058.011.054.054.0 Total Split (%)22.5%22.5%20.0%20.0%12.5%48.3%48.3%9.2%45.0%45.0% Maximum Green (s)23.023.020.020.011.054.054.07.050.050.0 Yellow Time (s)3.53.53.53.53.53.53.53.53.53.5 All-Red Time (s)0.50.50.50.50.50.50.50.50.50.5 Lost Time Adjust (s)0.00.00.00.00.00.00.00.0 Total Lost Time (s)4.04.04.04.04.04.04.04.0 Lead/LagLeadLagLagLeadLagLag Lead-Lag Optimize?YesYesYesYesYesYes Vehicle Extension (s)3.03.03.03.03.03.03.03.03.03.0 Recall ModeNoneNoneNoneNoneNoneNoneNoneNoneNoneNone Walk Time (s)5.05.05.05.05.05.05.05.0 Flash Dont Walk (s)11.011.011.011.011.011.011.011.0 Pedestrian Calls (#/hr)00000000 Act Effct Green (s)20.618.39.854.554.56.951.751.7 Actuated g/C Ratio0.180.160.090.480.480.060.450.45 v/c Ratio0.820.820.610.930.210.650.620.13 Control Delay55.657.369.541.17.282.527.74.7 GTC (MJP)2018 Baseline F - 1 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Queue Delay0.00.00.00.00.00.00.00.0 Total Delay55.657.369.541.17.282.527.74.7 LOSEEEDAFCA Approach Delay55.657.339.529.0 Approach LOSEEDC Queue Length 50th (ft)1931727062620543270 Queue Length 95th (ft)257#236128#80462#12840333 Internal Link Dist (ft)248480436597 Turn Bay Length (ft)250 Base Capacity (vph)70261717216928071091605756 Starvation Cap Reductn00000000 Spillback Cap Reductn00000000 Storage Cap Reductn00000000 Reduced v/c Ratio0.730.750.540.930.210.640.620.13 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 113.9 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.93 Intersection Signal Delay: 40.5Intersection LOS: D Intersection Capacity Utilization 86.9%ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SR-99 & 212th St SW GTC (MJP)2018 Baseline F - 2 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)8710814079771317815599267102944 Future Volume (vph)8710814079771317815599267102944 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)075014025002500 Storage Lanes01011111 Taper Length (ft)25252525 Lane Util. Factor1.001.001.001.001.001.001.000.951.001.000.951.00 Ped Bike Factor0.990.950.990.950.990.971.000.92 Frt0.8500.8500.8500.850 Flt Protected0.9780.9750.9500.950 Satd. Flow (prot)018221583018161583177035391583177035391583 Flt Permitted0.9780.9750.2410.950 Satd. Flow (perm)01800150801791151244535391539176835391464 Right Turn on RedYesYesYesYes Satd. Flow (RTOR)1001368246 Link Speed (mph)30303030 Link Distance (ft)3721065475940 Travel Time (s)8.524.210.821.4 Confl. Peds. (#/hr)15161615152215 Confl. Bikes (#/hr)1 Peak Hour Factor0.960.960.960.960.960.960.960.960.960.960.960.96 Adj. Flow (vph)9111314682801368116249670107246 Shared Lane Traffic (%) Lane Group Flow (vph)020414601621368116249670107246 Turn TypeSplitNAPermSplitNAPermPermNAPermProtNAPerm Protected Phases4488216 Permitted Phases48226 Detector Phase444888222166 Switch Phase Minimum Initial (s)4.04.04.04.04.04.04.04.04.04.04.04.0 Minimum Split (s)20.020.020.020.020.020.020.020.020.08.020.020.0 Total Split (s)21.021.021.020.020.020.070.070.070.09.079.079.0 Total Split (%)17.5%17.5%17.5%16.7%16.7%16.7%58.3%58.3%58.3%7.5%65.8%65.8% Maximum Green (s)17.017.017.016.016.016.066.066.066.05.075.075.0 Yellow Time (s)3.53.53.53.53.53.53.53.53.53.53.53.5 All-Red Time (s)0.50.50.50.50.50.50.50.50.50.50.50.5 Lost Time Adjust (s)0.00.00.00.00.00.00.00.00.00.0 Total Lost Time (s)4.04.04.04.04.04.04.04.04.04.0 Lead/LagLagLagLagLead Lead-Lag Optimize?YesYesYesYes Vehicle Extension (s)3.03.03.03.03.03.03.03.03.03.03.03.0 Recall ModeNoneNoneNoneNoneNoneNoneMinMinMinNoneMinMin Walk Time (s)5.05.05.05.05.05.05.05.05.05.05.0 Flash Dont Walk (s)11.011.011.011.011.011.011.011.011.011.011.0 Pedestrian Calls (#/hr)00000000000 Act Effct Green (s)15.615.613.913.960.260.260.25.169.369.3 Actuated g/C Ratio0.140.140.130.130.540.540.540.050.620.62 v/c Ratio0.800.490.710.440.340.850.110.880.490.05 GTC (MJP)2018 Baseline F - 3 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Control Delay71.023.566.212.819.727.04.0126.212.42.6 Queue Delay0.00.00.00.00.00.00.00.00.00.0 Total Delay71.023.566.212.819.727.04.0126.212.42.6 LOSECEBBCAFBA Approach Delay51.241.825.518.7 Approach LOSDDCB Queue Length 50th (ft)155321210335265552190 Queue Length 95th (ft)#27698#206587263430#15226814 Internal Link Dist (ft)292985395860 Turn Bay Length (ft)75140250250 Base Capacity (vph)28331926633726921399638024311020 Starvation Cap Reductn0000000000 Spillback Cap Reductn0000000000 Storage Cap Reductn0000000000 Reduced v/c Ratio0.720.460.610.400.300.760.100.880.440.05 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 111.1 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 27.1Intersection LOS: C Intersection Capacity Utilization 75.8%ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: SR-99 & 216th St SW GTC (MJP)2018 Baseline F - 4 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)324303640403378711061294216 Future Volume (vph)324303640403378711061294216 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)0000060045 Storage Lanes00000101 Taper Length (ft)25252525 Lane Util. Factor0.950.950.950.950.950.951.001.001.001.001.001.00 Ped Bike Factor1.001.001.000.98 Frt0.9890.9880.8500.850 Flt Protected0.9970.9960.9780.980 Satd. Flow (prot)034490034430018041568018081568 Flt Permitted0.9100.8920.8230.807 Satd. Flow (perm)031470030820015121568014891533 Right Turn on RedYesYesYesYes Satd. Flow (RTOR)12136461 Link Speed (mph)30303030 Link Distance (ft)431554666528 Travel Time (s)9.812.615.112.0 Confl. Peds. (#/hr)133166 Confl. Bikes (#/hr)11 Peak Hour Factor0.960.960.960.960.960.960.960.960.960.960.960.96 Heavy Vehicles (%)3%3%3%3%3%3%3%3%3%3%3%3% Adj. Flow (vph)334483842420399111564304417 Shared Lane Traffic (%) Lane Group Flow (vph)051900501002066407417 Turn Typepm+ptNApm+ptNAPermNAPermPermNAPerm Protected Phases743826 Permitted Phases482266 Detector Phase7438222666 Switch Phase Minimum Initial (s)4.04.04.04.04.04.04.04.04.04.0 Minimum Split (s)8.020.08.020.020.020.020.020.020.020.0 Total Split (s)8.041.08.041.041.041.041.041.041.041.0 Total Split (%)8.9%45.6%8.9%45.6%45.6%45.6%45.6%45.6%45.6%45.6% Maximum Green (s)4.037.04.037.037.037.037.037.037.037.0 Yellow Time (s)3.53.53.53.53.53.53.53.53.53.5 All-Red Time (s)0.50.50.50.50.50.50.50.50.50.5 Lost Time Adjust (s)0.00.00.00.00.00.0 Total Lost Time (s)4.04.04.04.04.04.0 Lead/LagLagLeadLagLead Lead-Lag Optimize? Vehicle Extension (s)3.03.03.03.03.03.03.03.03.03.0 Recall ModeNoneNoneNoneNoneNoneNoneNoneNoneNoneNone Walk Time (s)5.05.05.05.05.05.05.05.0 Flash Dont Walk (s)11.011.011.011.011.011.011.011.0 Pedestrian Calls (#/hr)00000000 Act Effct Green (s)13.813.89.99.99.49.4 Actuated g/C Ratio0.520.520.380.380.360.36 GTC (MJP)2018 Baseline F - 5 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR v/c Ratio0.320.310.360.100.140.03 Control Delay6.56.510.43.48.50.5 Queue Delay0.00.00.00.00.00.0 Total Delay6.56.510.43.48.50.5 LOSAABAAA Approach Delay6.56.58.77.0 Approach LOSAAAA Queue Length 50th (ft)242322070 Queue Length 95th (ft)55546514272 Internal Link Dist (ft)351474586448 Turn Bay Length (ft)6045 Base Capacity (vph)314730821512156814891533 Starvation Cap Reductn000000 Spillback Cap Reductn000000 Storage Cap Reductn000000 Reduced v/c Ratio0.160.160.140.040.050.01 Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 26.4 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.36 Intersection Signal Delay: 7.0Intersection LOS: A Intersection Capacity Utilization 54.7%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 3: 72nd Ave W & 212th St SW GTC (MJP)2018 Baseline F - 6 Magic Toyota Replacement (16-293) Intersection Int Delay, s/veh0.5 MovementEBTEBRWBLWBTNBLNBR Lane Configurations Traffic Vol, veh/h49398400321 Future Vol, veh/h49398400321 Conflicting Peds, #/hr077001 Sign Control FreeFreeFreeFreeStopStop RT Channelized-None-None-None Storage Length----0- Veh in Median Storage, #0--00- Grade, %0--00- Peak Hour Factor848489896767 Heavy Vehicles, %223300 Mvmt Flow587119449431 Major/MinorMajor1Major2Minor1 Conflicting Flow All006050842307 Stage 1----599- Stage 2----243- Critical Hdwy--4.16-6.86.9 Critical Hdwy Stg 1----5.8- Critical Hdwy Stg 2----5.8- Follow-up Hdwy--2.23-3.53.3 Pot Cap-1 Maneuver--962-307695 Stage 1----517- Stage 2----781- Platoon blocked, %--- Mov Cap-1 Maneuver--961-302690 Mov Cap-2 Maneuver----302- Stage 1----514- Stage 2----772- ApproachEBWBNB HCM Control Delay, s00.311.4 HCM LOSB Minor Lane/Major MvmtNBLn1EBTEBRWBLWBT Capacity (veh/h)595--961- HCM Lane V/C Ratio0.06--0.009- HCM Control Delay (s)11.4--8.80.1 HCM Lane LOSB--AA HCM 95th %tile Q(veh)0.2--0- GTC (MJP)2018 Baseline F - 7 Magic Toyota Replacement (16-293) Intersection Int Delay, s/veh0.2 MovementEBLEBRNBLNBTSBTSBR Lane Configurations Traffic Vol, veh/h377181811503 Future Vol, veh/h377181811503 Conflicting Peds, #/hr00100010 Sign Control StopStopFreeFreeFreeFree RT Channelized-None-None-None Storage Length0-50--- Veh in Median Storage, #0--00- Grade, %0--00- Peak Hour Factor636395959797 Heavy Vehicles, %002211 Mvmt Flow5117191411863 Major/MinorMinor2Major1Major2 Conflicting Flow All197760411990-0 Stage 11197----- Stage 2780----- Critical Hdwy5.77.15.34--- Critical Hdwy Stg 16.6----- Critical Hdwy Stg 26----- Follow-up Hdwy3.83.93.12--- Pot Cap-1 Maneuver99382313--- Stage 1186----- Stage 2379----- Platoon blocked, %--- Mov Cap-1 Maneuver95379313--- Mov Cap-2 Maneuver148----- Stage 1184----- Stage 2367----- ApproachEBNBSB HCM Control Delay, s19.90.10 HCM LOSC Minor Lane/Major MvmtNBLNBTEBLn1SBTSBR Capacity (veh/h)313-258-- HCM Lane V/C Ratio0.024-0.062-- HCM Control Delay (s)16.8-19.9-- HCM Lane LOSC-C-- HCM 95th %tile Q(veh)0.1-0.2-- GTC (MJP)2018 Baseline F - 8 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)17425177113240969015341626897696 Future Volume (vph)17425177113240969015341626897696 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)002500250000 Storage Lanes00101111 Taper Length (ft)25252525 Lane Util. Factor0.950.950.950.950.950.951.000.951.001.000.951.00 Ped Bike Factor1.000.991.000.981.000.98 Frt0.9770.9680.8500.850 Flt Protected0.9830.9880.9500.950 Satd. Flow (prot)033910033700177035391583177035391583 Flt Permitted0.9830.9880.9500.950 Satd. Flow (perm)033850033680176535391557176935391547 Right Turn on RedYesYesYesYes Satd. Flow (RTOR)152512099 Link Speed (mph)30303030 Link Distance (ft)328560516677 Travel Time (s)7.512.711.715.4 Confl. Peds. (#/hr)42245225 Peak Hour Factor0.970.970.970.970.970.970.970.970.970.970.970.97 Adj. Flow (vph)179259791162479993158116770100699 Shared Lane Traffic (%) Lane Group Flow (vph)051700462093158116770100699 Turn TypeSplitNASplitNAProtNAPermProtNAPerm Protected Phases44885216 Permitted Phases26 Detector Phase4488522166 Switch Phase Minimum Initial (s)4.04.04.04.04.04.04.04.04.04.0 Minimum Split (s)20.020.020.020.08.020.020.08.020.020.0 Total Split (s)27.027.024.024.015.058.058.011.054.054.0 Total Split (%)22.5%22.5%20.0%20.0%12.5%48.3%48.3%9.2%45.0%45.0% Maximum Green (s)23.023.020.020.011.054.054.07.050.050.0 Yellow Time (s)3.53.53.53.53.53.53.53.53.53.5 All-Red Time (s)0.50.50.50.50.50.50.50.50.50.5 Lost Time Adjust (s)0.00.00.00.00.00.00.00.0 Total Lost Time (s)4.04.04.04.04.04.04.04.0 Lead/LagLeadLagLagLeadLagLag Lead-Lag Optimize?YesYesYesYesYesYes Vehicle Extension (s)3.03.03.03.03.03.03.03.03.03.0 Recall ModeNoneNoneNoneNoneNoneNoneNoneNoneNoneNone Walk Time (s)5.05.05.05.05.05.05.05.0 Flash Dont Walk (s)11.011.011.011.011.011.011.011.0 Pedestrian Calls (#/hr)00000000 Act Effct Green (s)20.718.39.854.554.56.951.751.7 Actuated g/C Ratio0.180.160.090.480.480.060.450.45 v/c Ratio0.820.820.610.940.210.650.630.13 Control Delay56.057.469.741.47.282.527.94.7 GTC (MJP)2018 Future With G - 1 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Queue Delay0.00.00.00.00.00.00.00.0 Total Delay56.057.469.741.47.282.527.94.7 LOSEEEDAFCA Approach Delay56.057.439.729.2 Approach LOSEEDC Queue Length 50th (ft)1961737062620543280 Queue Length 95th (ft)261#238128#80462#12840533 Internal Link Dist (ft)248480436597 Turn Bay Length (ft)250 Base Capacity (vph)70161617216898061091603754 Starvation Cap Reductn00000000 Spillback Cap Reductn00000000 Storage Cap Reductn00000000 Reduced v/c Ratio0.740.750.540.940.210.640.630.13 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 114.1 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.94 Intersection Signal Delay: 40.8Intersection LOS: D Intersection Capacity Utilization 87.1%ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SR-99 & 212th St SW GTC (MJP)2018 Future With G - 2 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)8710814079771317815629268103444 Future Volume (vph)8710814079771317815629268103444 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)075014025002500 Storage Lanes01011111 Taper Length (ft)25252525 Lane Util. Factor1.001.001.001.001.001.001.000.951.001.000.951.00 Ped Bike Factor0.990.950.990.950.990.971.000.92 Frt0.8500.8500.8500.850 Flt Protected0.9780.9750.9500.950 Satd. Flow (prot)018221583018161583177035391583177035391583 Flt Permitted0.9780.9750.2390.950 Satd. Flow (perm)01800150801791151244235391539176835391464 Right Turn on RedYesYesYesYes Satd. Flow (RTOR)1001368246 Link Speed (mph)30303030 Link Distance (ft)3721065475940 Travel Time (s)8.524.210.821.4 Confl. Peds. (#/hr)15161615152215 Confl. Bikes (#/hr)1 Peak Hour Factor0.960.960.960.960.960.960.960.960.960.960.960.96 Adj. Flow (vph)9111314682801368116279671107746 Shared Lane Traffic (%) Lane Group Flow (vph)020414601621368116279671107746 Turn TypeSplitNAPermSplitNAPermPermNAPermProtNAPerm Protected Phases4488216 Permitted Phases48226 Detector Phase444888222166 Switch Phase Minimum Initial (s)4.04.04.04.04.04.04.04.04.04.04.04.0 Minimum Split (s)20.020.020.020.020.020.020.020.020.08.020.020.0 Total Split (s)21.021.021.020.020.020.070.070.070.09.079.079.0 Total Split (%)17.5%17.5%17.5%16.7%16.7%16.7%58.3%58.3%58.3%7.5%65.8%65.8% Maximum Green (s)17.017.017.016.016.016.066.066.066.05.075.075.0 Yellow Time (s)3.53.53.53.53.53.53.53.53.53.53.53.5 All-Red Time (s)0.50.50.50.50.50.50.50.50.50.50.50.5 Lost Time Adjust (s)0.00.00.00.00.00.00.00.00.00.0 Total Lost Time (s)4.04.04.04.04.04.04.04.04.04.0 Lead/LagLagLagLagLead Lead-Lag Optimize?YesYesYesYes Vehicle Extension (s)3.03.03.03.03.03.03.03.03.03.03.03.0 Recall ModeNoneNoneNoneNoneNoneNoneMinMinMinNoneMinMin Walk Time (s)5.05.05.05.05.05.05.05.05.05.05.0 Flash Dont Walk (s)11.011.011.011.011.011.011.011.011.011.011.0 Pedestrian Calls (#/hr)00000000000 Act Effct Green (s)15.615.613.913.960.260.260.25.169.469.4 Actuated g/C Ratio0.140.140.120.120.540.540.540.050.620.62 v/c Ratio0.800.490.710.440.340.850.110.890.490.05 GTC (MJP)2018 Future With G - 3 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Control Delay71.023.566.312.819.827.14.0129.412.42.6 Queue Delay0.00.00.00.00.00.00.00.00.00.0 Total Delay71.023.566.312.819.827.14.0129.412.42.6 LOSECEBBCAFBA Approach Delay51.241.925.519.0 Approach LOSDDCB Queue Length 50th (ft)155321210335285562200 Queue Length 95th (ft)#27698#206587363630#15327114 Internal Link Dist (ft)292985395860 Turn Bay Length (ft)75140250250 Base Capacity (vph)28331926633726721389628024291019 Starvation Cap Reductn0000000000 Spillback Cap Reductn0000000000 Storage Cap Reductn0000000000 Reduced v/c Ratio0.720.460.610.400.300.760.100.890.440.05 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 111.2 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.89 Intersection Signal Delay: 27.2Intersection LOS: C Intersection Capacity Utilization 75.9%ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: SR-99 & 216th St SW GTC (MJP)2018 Future With G - 4 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)324313640404388711061304216 Future Volume (vph)324313640404388711061304216 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)0000060045 Storage Lanes00000101 Taper Length (ft)25252525 Lane Util. Factor0.950.950.950.950.950.951.001.001.001.001.001.00 Ped Bike Factor1.001.001.000.98 Frt0.9890.9880.8500.850 Flt Protected0.9970.9960.9780.980 Satd. Flow (prot)034490034430018041568018081568 Flt Permitted0.9100.8920.8220.803 Satd. Flow (perm)031470030820015101568014811533 Right Turn on RedYesYesYesYes Satd. Flow (RTOR)12136461 Link Speed (mph)30303030 Link Distance (ft)431554666528 Travel Time (s)9.812.615.112.0 Confl. Peds. (#/hr)133166 Confl. Bikes (#/hr)11 Peak Hour Factor0.960.960.960.960.960.960.960.960.960.960.960.96 Heavy Vehicles (%)3%3%3%3%3%3%3%3%3%3%3%3% Adj. Flow (vph)334493842421409111564314417 Shared Lane Traffic (%) Lane Group Flow (vph)052000503002066407517 Turn Typepm+ptNApm+ptNAPermNAPermPermNAPerm Protected Phases743826 Permitted Phases482266 Detector Phase7438222666 Switch Phase Minimum Initial (s)4.04.04.04.04.04.04.04.04.04.0 Minimum Split (s)8.020.08.020.020.020.020.020.020.020.0 Total Split (s)8.041.08.041.041.041.041.041.041.041.0 Total Split (%)8.9%45.6%8.9%45.6%45.6%45.6%45.6%45.6%45.6%45.6% Maximum Green (s)4.037.04.037.037.037.037.037.037.037.0 Yellow Time (s)3.53.53.53.53.53.53.53.53.53.5 All-Red Time (s)0.50.50.50.50.50.50.50.50.50.5 Lost Time Adjust (s)0.00.00.00.00.00.0 Total Lost Time (s)4.04.04.04.04.04.0 Lead/LagLagLeadLagLead Lead-Lag Optimize? Vehicle Extension (s)3.03.03.03.03.03.03.03.03.03.0 Recall ModeNoneNoneNoneNoneNoneNoneNoneNoneNoneNone Walk Time (s)5.05.05.05.05.05.05.05.0 Flash Dont Walk (s)11.011.011.011.011.011.011.011.0 Pedestrian Calls (#/hr)00000000 Act Effct Green (s)13.813.89.99.99.49.4 Actuated g/C Ratio0.520.520.370.370.350.35 GTC (MJP)2018 Future With G - 5 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR v/c Ratio0.320.310.370.100.140.03 Control Delay6.56.510.43.48.50.5 Queue Delay0.00.00.00.00.00.0 Total Delay6.56.510.43.48.50.5 LOSAABAAA Approach Delay6.56.58.77.0 Approach LOSAAAA Queue Length 50th (ft)242322070 Queue Length 95th (ft)55546614272 Internal Link Dist (ft)351474586448 Turn Bay Length (ft)6045 Base Capacity (vph)314730821510156814811533 Starvation Cap Reductn000000 Spillback Cap Reductn000000 Storage Cap Reductn000000 Reduced v/c Ratio0.170.160.140.040.050.01 Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 26.5 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.37 Intersection Signal Delay: 7.0Intersection LOS: A Intersection Capacity Utilization 54.8%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 3: 72nd Ave W & 212th St SW GTC (MJP)2018 Future With G - 6 Magic Toyota Replacement (16-293) Intersection Int Delay, s/veh0.6 MovementEBTEBRWBLWBTNBLNBR Lane Configurations Traffic Vol, veh/h4931110400527 Future Vol, veh/h4931110400527 Conflicting Peds, #/hr077001 Sign Control FreeFreeFreeFreeStopStop RT Channelized-None-None-None Storage Length----0- Veh in Median Storage, #0--00- Grade, %0--00- Peak Hour Factor848489896767 Heavy Vehicles, %223300 Mvmt Flow5871311449740 Major/MinorMajor1Major2Minor1 Conflicting Flow All006070847308 Stage 1----600- Stage 2----247- Critical Hdwy--4.16-6.86.9 Critical Hdwy Stg 1----5.8- Critical Hdwy Stg 2----5.8- Follow-up Hdwy--2.23-3.53.3 Pot Cap-1 Maneuver--960-305694 Stage 1----516- Stage 2----777- Platoon blocked, %--- Mov Cap-1 Maneuver--959-299689 Mov Cap-2 Maneuver----299- Stage 1----513- Stage 2----765- ApproachEBWBNB HCM Control Delay, s00.311.9 HCM LOSB Minor Lane/Major MvmtNBLn1EBTEBRWBLWBT Capacity (veh/h)572--959- HCM Lane V/C Ratio0.083--0.012- HCM Control Delay (s)11.9--8.80.1 HCM Lane LOSB--AA HCM 95th %tile Q(veh)0.3--0- GTC (MJP)2018 Future With G - 7 Magic Toyota Replacement (16-293) Intersection Int Delay, s/veh0.3 MovementEBLEBRNBLNBTSBTSBR Lane Configurations Traffic Vol, veh/h51611181711488 Future Vol, veh/h51611181711488 Conflicting Peds, #/hr00100010 Sign Control StopStopFreeFreeFreeFree RT Channelized-None-None-None Storage Length0-50--- Veh in Median Storage, #0--00- Grade, %0--00- Peak Hour Factor636395959797 Heavy Vehicles, %002211 Mvmt Flow82512191311848 Major/MinorMinor2Major1Major2 Conflicting Flow All198660612020-0 Stage 11198----- Stage 2788----- Critical Hdwy5.77.15.34--- Critical Hdwy Stg 16.6----- Critical Hdwy Stg 26----- Follow-up Hdwy3.83.93.12--- Pot Cap-1 Maneuver98381312--- Stage 1186----- Stage 2375----- Platoon blocked, %--- Mov Cap-1 Maneuver93378312--- Mov Cap-2 Maneuver147----- Stage 1184----- Stage 2358----- ApproachEBNBSB HCM Control Delay, s19.90.10 HCM LOSC Minor Lane/Major MvmtNBLNBTEBLn1SBTSBR Capacity (veh/h)312-275-- HCM Lane V/C Ratio0.037-0.121-- HCM Control Delay (s)17-19.9-- HCM Lane LOSC-C-- HCM 95th %tile Q(veh)0.1-0.4-- GTC (MJP)2018 Future With G - 8 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)17926280119250101941612170721023101 Future Volume (vph)17926280119250101941612170721023101 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)002500250000 Storage Lanes00101111 Taper Length (ft)25252525 Lane Util. Factor0.950.950.950.950.950.951.000.951.001.000.951.00 Ped Bike Factor1.000.991.000.981.000.98 Frt0.9770.9680.8500.850 Flt Protected0.9830.9870.9500.950 Satd. Flow (prot)033910033660177035391583177035391583 Flt Permitted0.9830.9870.9500.950 Satd. Flow (perm)033850033650176535391557176935391547 Right Turn on RedYesYesYesYes Satd. Flow (RTOR)1525120104 Link Speed (mph)30303030 Link Distance (ft)328560516677 Travel Time (s)7.512.711.715.4 Confl. Peds. (#/hr)42245225 Peak Hour Factor0.970.970.970.970.970.970.970.970.970.970.970.97 Adj. Flow (vph)18527082123258104971662175741055104 Shared Lane Traffic (%) Lane Group Flow (vph)0537004850971662175741055104 Turn TypeSplitNASplitNAProtNAPermProtNAPerm Protected Phases44885216 Permitted Phases26 Detector Phase4488522166 Switch Phase Minimum Initial (s)4.04.04.04.04.04.04.04.04.04.0 Minimum Split (s)20.020.020.020.08.020.020.08.020.020.0 Total Split (s)27.027.024.024.015.058.058.011.054.054.0 Total Split (%)22.5%22.5%20.0%20.0%12.5%48.3%48.3%9.2%45.0%45.0% Maximum Green (s)23.023.020.020.011.054.054.07.050.050.0 Yellow Time (s)3.53.53.53.53.53.53.53.53.53.5 All-Red Time (s)0.50.50.50.50.50.50.50.50.50.5 Lost Time Adjust (s)0.00.00.00.00.00.00.00.0 Total Lost Time (s)4.04.04.04.04.04.04.04.0 Lead/LagLeadLagLagLeadLagLag Lead-Lag Optimize?YesYesYesYesYesYes Vehicle Extension (s)3.03.03.03.03.03.03.03.03.03.0 Recall ModeNoneNoneNoneNoneNoneNoneNoneNoneNoneNone Walk Time (s)5.05.05.05.05.05.05.05.0 Flash Dont Walk (s)11.011.011.011.011.011.011.011.0 Pedestrian Calls (#/hr)00000000 Act Effct Green (s)21.619.110.054.154.17.051.051.0 Actuated g/C Ratio0.180.160.080.460.460.060.430.43 v/c Ratio0.850.860.651.020.220.700.690.14 Control Delay58.561.472.660.97.789.030.64.6 GTC (MJP)2023 Baseline H - 1 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Queue Delay0.00.00.00.00.00.00.00.0 Total Delay58.561.472.660.97.789.030.64.6 LOSEEEEAFCA Approach Delay58.561.456.631.9 Approach LOSEEEC Queue Length 50th (ft)20518474~73424573520 Queue Length 95th (ft)#276#266#138#87367#13843234 Internal Link Dist (ft)248480436597 Turn Bay Length (ft)250 Base Capacity (vph)67559216516247791051533729 Starvation Cap Reductn00000000 Spillback Cap Reductn00000000 Storage Cap Reductn00000000 Reduced v/c Ratio0.800.820.591.020.220.700.690.14 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 117.8 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.02 Intersection Signal Delay: 50.1Intersection LOS: D Intersection Capacity Utilization 90.6%ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SR-99 & 212th St SW GTC (MJP)2023 Baseline H - 2 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)9111414783801378116389671108246 Future Volume (vph)9111414783801378116389671108246 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)075014025002500 Storage Lanes01011111 Taper Length (ft)25252525 Lane Util. Factor1.001.001.001.001.001.001.000.951.001.000.951.00 Ped Bike Factor0.990.950.990.950.990.971.000.92 Frt0.8500.8500.8500.850 Flt Protected0.9780.9750.9500.950 Satd. Flow (prot)018221583018161583177035391583177035391583 Flt Permitted0.9780.9750.2210.950 Satd. Flow (perm)01800150801791151240835391539176835391464 Right Turn on RedYesYesYesYes Satd. Flow (RTOR)1001438248 Link Speed (mph)30303030 Link Distance (ft)3721065475940 Travel Time (s)8.524.210.821.4 Confl. Peds. (#/hr)15161615152215 Confl. Bikes (#/hr)1 Peak Hour Factor0.960.960.960.960.960.960.960.960.960.960.960.96 Adj. Flow (vph)95119153868314384170610074112748 Shared Lane Traffic (%) Lane Group Flow (vph)0214153016914384170610074112748 Turn TypeSplitNAPermSplitNAPermPermNAPermProtNAPerm Protected Phases4488216 Permitted Phases48226 Detector Phase444888222166 Switch Phase Minimum Initial (s)4.04.04.04.04.04.04.04.04.04.04.04.0 Minimum Split (s)20.020.020.020.020.020.020.020.020.08.020.020.0 Total Split (s)21.021.021.020.020.020.070.070.070.09.079.079.0 Total Split (%)17.5%17.5%17.5%16.7%16.7%16.7%58.3%58.3%58.3%7.5%65.8%65.8% Maximum Green (s)17.017.017.016.016.016.066.066.066.05.075.075.0 Yellow Time (s)3.53.53.53.53.53.53.53.53.53.53.53.5 All-Red Time (s)0.50.50.50.50.50.50.50.50.50.50.50.5 Lost Time Adjust (s)0.00.00.00.00.00.00.00.00.00.0 Total Lost Time (s)4.04.04.04.04.04.04.04.04.04.0 Lead/LagLagLagLagLead Lead-Lag Optimize?YesYesYesYes Vehicle Extension (s)3.03.03.03.03.03.03.03.03.03.03.03.0 Recall ModeNoneNoneNoneNoneNoneNoneMinMinMinNoneMinMin Walk Time (s)5.05.05.05.05.05.05.05.05.05.05.0 Flash Dont Walk (s)11.011.011.011.011.011.011.011.011.011.011.0 Pedestrian Calls (#/hr)00000000000 Act Effct Green (s)16.116.114.314.362.562.562.55.171.671.6 Actuated g/C Ratio0.140.140.130.130.550.550.550.040.630.63 v/c Ratio0.840.510.740.460.380.880.110.950.510.05 GTC (MJP)2023 Baseline H - 3 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Control Delay75.925.169.512.721.429.44.2147.512.82.6 Queue Delay0.00.00.00.00.00.00.00.00.00.0 Total Delay75.925.169.512.721.429.44.2147.512.82.6 LOSECEBCCAFBA Approach Delay54.743.527.720.4 Approach LOSDDCC Queue Length 50th (ft)163371270355786~592350 Queue Length 95th (ft)#293105#219607969632#16128714 Internal Link Dist (ft)292985395860 Turn Bay Length (ft)75140250250 Base Capacity (vph)2743122573372382069934782351989 Starvation Cap Reductn0000000000 Spillback Cap Reductn0000000000 Storage Cap Reductn0000000000 Reduced v/c Ratio0.780.490.660.420.350.820.110.950.480.05 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 114.1 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.95 Intersection Signal Delay: 29.2Intersection LOS: C Intersection Capacity Utilization 78.6%ICU Level of Service D Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: SR-99 & 216th St SW GTC (MJP)2023 Baseline H - 4 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)334523842423399111664304417 Future Volume (vph)334523842423399111664304417 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)0000060045 Storage Lanes00000101 Taper Length (ft)25252525 Lane Util. Factor0.950.950.950.950.950.951.001.001.001.001.001.00 Ped Bike Factor1.001.001.000.98 Frt0.9890.9880.8500.850 Flt Protected0.9970.9960.9780.980 Satd. Flow (prot)034490034430018041568018081568 Flt Permitted0.9090.8890.8220.808 Satd. Flow (perm)031440030720015101568014901533 Right Turn on RedYesYesYesYes Satd. Flow (RTOR)12136761 Link Speed (mph)30303030 Link Distance (ft)431554666528 Travel Time (s)9.812.615.112.0 Confl. Peds. (#/hr)133166 Confl. Bikes (#/hr)11 Peak Hour Factor0.960.960.960.960.960.960.960.960.960.960.960.96 Heavy Vehicles (%)3%3%3%3%3%3%3%3%3%3%3%3% Adj. Flow (vph)344714044441419512167314618 Shared Lane Traffic (%) Lane Group Flow (vph)054500526002166707718 Turn Typepm+ptNApm+ptNAPermNAPermPermNAPerm Protected Phases743826 Permitted Phases482266 Detector Phase7438222666 Switch Phase Minimum Initial (s)4.04.04.04.04.04.04.04.04.04.0 Minimum Split (s)8.020.08.020.020.020.020.020.020.020.0 Total Split (s)8.041.08.041.041.041.041.041.041.041.0 Total Split (%)8.9%45.6%8.9%45.6%45.6%45.6%45.6%45.6%45.6%45.6% Maximum Green (s)4.037.04.037.037.037.037.037.037.037.0 Yellow Time (s)3.53.53.53.53.53.53.53.53.53.5 All-Red Time (s)0.50.50.50.50.50.50.50.50.50.5 Lost Time Adjust (s)0.00.00.00.00.00.0 Total Lost Time (s)4.04.04.04.04.04.0 Lead/LagLagLeadLagLead Lead-Lag Optimize? Vehicle Extension (s)3.03.03.03.03.03.03.03.03.03.0 Recall ModeNoneNoneNoneNoneNoneNoneNoneNoneNoneNone Walk Time (s)5.05.05.05.05.05.05.05.0 Flash Dont Walk (s)11.011.011.011.011.011.011.011.0 Pedestrian Calls (#/hr)00000000 Act Effct Green (s)14.314.310.210.29.79.7 Actuated g/C Ratio0.530.530.380.380.360.36 GTC (MJP)2023 Baseline H - 5 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR v/c Ratio0.330.320.380.110.150.03 Control Delay6.76.710.73.58.60.6 Queue Delay0.00.00.00.00.00.0 Total Delay6.76.710.73.58.60.6 LOSAABAAA Approach Delay6.76.79.07.1 Approach LOSAAAA Queue Length 50th (ft)262524080 Queue Length 95th (ft)61587115292 Internal Link Dist (ft)351474586448 Turn Bay Length (ft)6045 Base Capacity (vph)312430531500155814811524 Starvation Cap Reductn000000 Spillback Cap Reductn000000 Storage Cap Reductn000000 Reduced v/c Ratio0.170.170.140.040.050.01 Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 27.2 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.38 Intersection Signal Delay: 7.2Intersection LOS: A Intersection Capacity Utilization 56.7%ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: 72nd Ave W & 212th St SW GTC (MJP)2023 Baseline H - 6 Magic Toyota Replacement (16-293) Intersection Int Delay, s/veh0.5 MovementEBTEBRWBLWBTNBLNBR Lane Configurations Traffic Vol, veh/h518109420323 Future Vol, veh/h518109420323 Conflicting Peds, #/hr077001 Sign Control FreeFreeFreeFreeStopStop RT Channelized-None-None-None Storage Length----0- Veh in Median Storage, #0--00- Grade, %0--00- Peak Hour Factor848489896767 Heavy Vehicles, %223300 Mvmt Flow6171210472434 Major/MinorMajor1Major2Minor1 Conflicting Flow All006360886322 Stage 1----630- Stage 2----256- Critical Hdwy--4.16-6.86.9 Critical Hdwy Stg 1----5.8- Critical Hdwy Stg 2----5.8- Follow-up Hdwy--2.23-3.53.3 Pot Cap-1 Maneuver--937-288680 Stage 1----498- Stage 2----769- Platoon blocked, %--- Mov Cap-1 Maneuver--936-282675 Mov Cap-2 Maneuver----282- Stage 1----495- Stage 2----758- ApproachEBWBNB HCM Control Delay, s00.311.6 HCM LOSB Minor Lane/Major MvmtNBLn1EBTEBRWBLWBT Capacity (veh/h)581--936- HCM Lane V/C Ratio0.067--0.011- HCM Control Delay (s)11.6--8.90.1 HCM Lane LOSB--AA HCM 95th %tile Q(veh)0.2--0- GTC (MJP)2023 Baseline H - 7 Magic Toyota Replacement (16-293) Intersection Int Delay, s/veh0.2 MovementEBLEBRNBLNBTSBTSBR Lane Configurations Traffic Vol, veh/h388191112083 Future Vol, veh/h388191112083 Conflicting Peds, #/hr00100010 Sign Control StopStopFreeFreeFreeFree RT Channelized-None-None-None Storage Length0-50--- Veh in Median Storage, #0--00- Grade, %0--00- Peak Hour Factor636395959797 Heavy Vehicles, %002211 Mvmt Flow5138201212453 Major/MinorMinor2Major1Major2 Conflicting Flow All207863412580-0 Stage 11257----- Stage 2821----- Critical Hdwy5.77.15.34--- Critical Hdwy Stg 16.6----- Critical Hdwy Stg 26----- Follow-up Hdwy3.83.93.12--- Pot Cap-1 Maneuver87365293--- Stage 1171----- Stage 2361----- Platoon blocked, %--- Mov Cap-1 Maneuver83362293--- Mov Cap-2 Maneuver136----- Stage 1170----- Stage 2348----- ApproachEBNBSB HCM Control Delay, s20.50.10 HCM LOSC Minor Lane/Major MvmtNBLNBTEBLn1SBTSBR Capacity (veh/h)293-249-- HCM Lane V/C Ratio0.029-0.07-- HCM Control Delay (s)17.6-20.5-- HCM Lane LOSC-C-- HCM 95th %tile Q(veh)0.1-0.2-- GTC (MJP)2023 Baseline H - 8 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)18326480119252101941612170721026101 Future Volume (vph)18326480119252101941612170721026101 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)002500250000 Storage Lanes00101111 Taper Length (ft)25252525 Lane Util. Factor0.950.950.950.950.950.951.000.951.001.000.951.00 Ped Bike Factor1.001.001.000.981.000.98 Frt0.9770.9680.8500.850 Flt Protected0.9830.9880.9500.950 Satd. Flow (prot)033910033700177035391583177035391583 Flt Permitted0.9830.9880.9500.950 Satd. Flow (perm)033850033680176535391557176935391547 Right Turn on RedYesYesYesYes Satd. Flow (RTOR)1525120104 Link Speed (mph)30303030 Link Distance (ft)328560516677 Travel Time (s)7.512.711.715.4 Confl. Peds. (#/hr)42245225 Peak Hour Factor0.970.970.970.970.970.970.970.970.970.970.970.97 Adj. Flow (vph)18927282123260104971662175741058104 Shared Lane Traffic (%) Lane Group Flow (vph)0543004870971662175741058104 Turn TypeSplitNASplitNAProtNAPermProtNAPerm Protected Phases44885216 Permitted Phases26 Detector Phase4488522166 Switch Phase Minimum Initial (s)4.04.04.04.04.04.04.04.04.04.0 Minimum Split (s)20.020.020.020.08.020.020.08.020.020.0 Total Split (s)27.027.024.024.015.058.058.011.054.054.0 Total Split (%)22.5%22.5%20.0%20.0%12.5%48.3%48.3%9.2%45.0%45.0% Maximum Green (s)23.023.020.020.011.054.054.07.050.050.0 Yellow Time (s)3.53.53.53.53.53.53.53.53.53.5 All-Red Time (s)0.50.50.50.50.50.50.50.50.50.5 Lost Time Adjust (s)0.00.00.00.00.00.00.00.0 Total Lost Time (s)4.04.04.04.04.04.04.04.0 Lead/LagLeadLagLagLeadLagLag Lead-Lag Optimize?YesYesYesYesYesYes Vehicle Extension (s)3.03.03.03.03.03.03.03.03.03.0 Recall ModeNoneNoneNoneNoneNoneNoneNoneNoneNoneNone Walk Time (s)5.05.05.05.05.05.05.05.0 Flash Dont Walk (s)11.011.011.011.011.011.011.011.0 Pedestrian Calls (#/hr)00000000 Act Effct Green (s)21.819.110.054.154.17.051.051.0 Actuated g/C Ratio0.180.160.080.460.460.060.430.43 v/c Ratio0.850.860.651.030.220.710.690.14 Control Delay59.061.672.761.37.789.530.74.6 GTC (MJP)2023 Future With I - 1 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Queue Delay0.00.00.00.00.00.00.00.0 Total Delay59.061.672.761.37.789.530.74.6 LOSEEEEAFCA Approach Delay59.061.657.032.0 Approach LOSEEEC Queue Length 50th (ft)20818474~73424573530 Queue Length 95th (ft)#289#267#138#87367#13843334 Internal Link Dist (ft)248480436597 Turn Bay Length (ft)250 Base Capacity (vph)67459216516217781051530728 Starvation Cap Reductn00000000 Spillback Cap Reductn00000000 Storage Cap Reductn00000000 Reduced v/c Ratio0.810.820.591.030.220.700.690.14 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 118 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.03 Intersection Signal Delay: 50.5Intersection LOS: D Intersection Capacity Utilization 90.8%ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SR-99 & 212th St SW GTC (MJP)2023 Future With I - 2 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)9111414783801378116419672108746 Future Volume (vph)9111414783801378116419672108746 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)075014025002500 Storage Lanes01011111 Taper Length (ft)25252525 Lane Util. Factor1.001.001.001.001.001.001.000.951.001.000.951.00 Ped Bike Factor0.990.950.990.950.990.971.000.92 Frt0.8500.8500.8500.850 Flt Protected0.9780.9750.9500.950 Satd. Flow (prot)018221583018161583177035391583177035391583 Flt Permitted0.9780.9750.2200.950 Satd. Flow (perm)01800150801791151240635391539176835391464 Right Turn on RedYesYesYesYes Satd. Flow (RTOR)1001438248 Link Speed (mph)30303030 Link Distance (ft)3721065475940 Travel Time (s)8.524.210.821.4 Confl. Peds. (#/hr)15161615152215 Confl. Bikes (#/hr)1 Peak Hour Factor0.960.960.960.960.960.960.960.960.960.960.960.96 Adj. Flow (vph)95119153868314384170910075113248 Shared Lane Traffic (%) Lane Group Flow (vph)0214153016914384170910075113248 Turn TypeSplitNAPermSplitNAPermPermNAPermProtNAPerm Protected Phases4488216 Permitted Phases48226 Detector Phase444888222166 Switch Phase Minimum Initial (s)4.04.04.04.04.04.04.04.04.04.04.04.0 Minimum Split (s)20.020.020.020.020.020.020.020.020.08.020.020.0 Total Split (s)21.021.021.020.020.020.070.070.070.09.079.079.0 Total Split (%)17.5%17.5%17.5%16.7%16.7%16.7%58.3%58.3%58.3%7.5%65.8%65.8% Maximum Green (s)17.017.017.016.016.016.066.066.066.05.075.075.0 Yellow Time (s)3.53.53.53.53.53.53.53.53.53.53.53.5 All-Red Time (s)0.50.50.50.50.50.50.50.50.50.50.50.5 Lost Time Adjust (s)0.00.00.00.00.00.00.00.00.00.0 Total Lost Time (s)4.04.04.04.04.04.04.04.04.04.0 Lead/LagLagLagLagLead Lead-Lag Optimize?YesYesYesYes Vehicle Extension (s)3.03.03.03.03.03.03.03.03.03.03.03.0 Recall ModeNoneNoneNoneNoneNoneNoneMinMinMinNoneMinMin Walk Time (s)5.05.05.05.05.05.05.05.05.05.05.0 Flash Dont Walk (s)11.011.011.011.011.011.011.011.011.011.011.0 Pedestrian Calls (#/hr)00000000000 Act Effct Green (s)16.116.114.314.362.562.562.55.171.671.6 Actuated g/C Ratio0.140.140.130.130.550.550.550.040.630.63 v/c Ratio0.830.510.740.460.380.880.110.960.510.05 GTC (MJP)2023 Future With I - 3 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Control Delay75.825.169.512.721.529.54.2150.812.82.6 Queue Delay0.00.00.00.00.00.00.00.00.00.0 Total Delay75.825.169.512.721.529.54.2150.812.82.6 LOSECEBCCAFBA Approach Delay54.743.527.820.7 Approach LOSDDCC Queue Length 50th (ft)163371270355806~602370 Queue Length 95th (ft)#293105#219607969832#16329014 Internal Link Dist (ft)292985395860 Turn Bay Length (ft)75140250250 Base Capacity (vph)2743112573362372067933782349988 Starvation Cap Reductn0000000000 Spillback Cap Reductn0000000000 Storage Cap Reductn0000000000 Reduced v/c Ratio0.780.490.660.430.350.830.110.960.480.05 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 114.1 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.96 Intersection Signal Delay: 29.3Intersection LOS: C Intersection Capacity Utilization 78.6%ICU Level of Service D Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: SR-99 & 216th St SW GTC (MJP)2023 Future With I - 4 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)334533842424409111664314417 Future Volume (vph)334533842424409111664314417 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)0000060045 Storage Lanes00000101 Taper Length (ft)25252525 Lane Util. Factor0.950.950.950.950.950.951.001.001.001.001.001.00 Ped Bike Factor1.001.001.000.98 Frt0.9890.9880.8500.850 Flt Protected0.9970.9960.9780.980 Satd. Flow (prot)034490034430018041568018081568 Flt Permitted0.9090.8890.8210.804 Satd. Flow (perm)031440030720015081568014831533 Right Turn on RedYesYesYesYes Satd. Flow (RTOR)12136761 Link Speed (mph)30303030 Link Distance (ft)431554666528 Travel Time (s)9.812.615.112.0 Confl. Peds. (#/hr)133166 Confl. Bikes (#/hr)11 Peak Hour Factor0.960.960.960.960.960.960.960.960.960.960.960.96 Heavy Vehicles (%)3%3%3%3%3%3%3%3%3%3%3%3% Adj. Flow (vph)344724044442429512167324618 Shared Lane Traffic (%) Lane Group Flow (vph)054600528002166707818 Turn Typepm+ptNApm+ptNAPermNAPermPermNAPerm Protected Phases743826 Permitted Phases482266 Detector Phase7438222666 Switch Phase Minimum Initial (s)4.04.04.04.04.04.04.04.04.04.0 Minimum Split (s)8.020.08.020.020.020.020.020.020.020.0 Total Split (s)8.041.08.041.041.041.041.041.041.041.0 Total Split (%)8.9%45.6%8.9%45.6%45.6%45.6%45.6%45.6%45.6%45.6% Maximum Green (s)4.037.04.037.037.037.037.037.037.037.0 Yellow Time (s)3.53.53.53.53.53.53.53.53.53.5 All-Red Time (s)0.50.50.50.50.50.50.50.50.50.5 Lost Time Adjust (s)0.00.00.00.00.00.0 Total Lost Time (s)4.04.04.04.04.04.0 Lead/LagLagLeadLagLead Lead-Lag Optimize? Vehicle Extension (s)3.03.03.03.03.03.03.03.03.03.0 Recall ModeNoneNoneNoneNoneNoneNoneNoneNoneNoneNone Walk Time (s)5.05.05.05.05.05.05.05.0 Flash Dont Walk (s)11.011.011.011.011.011.011.011.0 Pedestrian Calls (#/hr)00000000 Act Effct Green (s)14.314.310.210.29.79.7 Actuated g/C Ratio0.530.530.380.380.360.36 GTC (MJP)2023 Future With I - 5 Magic Toyota Replacement (16-293) Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR v/c Ratio0.330.330.380.110.150.03 Control Delay6.76.710.73.58.70.6 Queue Delay0.00.00.00.00.00.0 Total Delay6.76.710.73.58.70.6 LOSAABAAA Approach Delay6.76.79.07.2 Approach LOSAAAA Queue Length 50th (ft)262524080 Queue Length 95th (ft)61607215292 Internal Link Dist (ft)351474586448 Turn Bay Length (ft)6045 Base Capacity (vph)312130501497155714721522 Starvation Cap Reductn000000 Spillback Cap Reductn000000 Storage Cap Reductn000000 Reduced v/c Ratio0.170.170.140.040.050.01 Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 27.2 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.38 Intersection Signal Delay: 7.2Intersection LOS: A Intersection Capacity Utilization 56.7%ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: 72nd Ave W & 212th St SW GTC (MJP)2023 Future With I - 6 Magic Toyota Replacement (16-293) Intersection Int Delay, s/veh0.7 MovementEBTEBRWBLWBTNBLNBR Lane Configurations Traffic Vol, veh/h5181211420529 Future Vol, veh/h5181211420529 Conflicting Peds, #/hr077001 Sign Control FreeFreeFreeFreeStopStop RT Channelized-None-None-None Storage Length----0- Veh in Median Storage, #0--00- Grade, %0--00- Peak Hour Factor848489896767 Heavy Vehicles, %223300 Mvmt Flow6171412472743 Major/MinorMajor1Major2Minor1 Conflicting Flow All006380892323 Stage 1----631- Stage 2----261- Critical Hdwy--4.16-6.86.9 Critical Hdwy Stg 1----5.8- Critical Hdwy Stg 2----5.8- Follow-up Hdwy--2.23-3.53.3 Pot Cap-1 Maneuver--935-285679 Stage 1----498- Stage 2----765- Platoon blocked, %--- Mov Cap-1 Maneuver--934-279674 Mov Cap-2 Maneuver----279- Stage 1----495- Stage 2----752- ApproachEBWBNB HCM Control Delay, s00.312.1 HCM LOSB Minor Lane/Major MvmtNBLn1EBTEBRWBLWBT Capacity (veh/h)558--934- HCM Lane V/C Ratio0.091--0.013- HCM Control Delay (s)12.1--8.90.1 HCM Lane LOSB--AA HCM 95th %tile Q(veh)0.3--0- GTC (MJP)2023 Future With I - 7 Magic Toyota Replacement (16-293) Intersection Int Delay, s/veh0.3 MovementEBLEBRNBLNBTSBTSBR Lane Configurations Traffic Vol, veh/h51712191012068 Future Vol, veh/h51712191012068 Conflicting Peds, #/hr00100010 Sign Control StopStopFreeFreeFreeFree RT Channelized-None-None-None Storage Length0-50--- Veh in Median Storage, #0--00- Grade, %0--00- Peak Hour Factor636395959797 Heavy Vehicles, %002211 Mvmt Flow82713201112438 Major/MinorMinor2Major1Major2 Conflicting Flow All208663612620-0 Stage 11257----- Stage 2829----- Critical Hdwy5.77.15.34--- Critical Hdwy Stg 16.6----- Critical Hdwy Stg 26----- Follow-up Hdwy3.83.93.12--- Pot Cap-1 Maneuver86364292--- Stage 1171----- Stage 2357----- Platoon blocked, %--- Mov Cap-1 Maneuver81361292--- Mov Cap-2 Maneuver134----- Stage 1170----- Stage 2338----- ApproachEBNBSB HCM Control Delay, s20.90.10 HCM LOSC Minor Lane/Major MvmtNBLNBTEBLn1SBTSBR Capacity (veh/h)292-261-- HCM Lane V/C Ratio0.043-0.134-- HCM Control Delay (s)17.9-20.9-- HCM Lane LOSC-C-- HCM 95th %tile Q(veh)0.1-0.5-- GTC (MJP)2023 Future With I - 8 TransportationDataandGISOffice 7345LindersonWaySw,Fl 1 Tumwater,WA98501 360-570-2464 / Fax360-570-2449 TTY: 1-800-833-6388 www.wsdot.wa.gov September 6, 2016 MatthewPalmer GibsonTrafficConsultants 2802WetmoreAve #220 EverettWA 98201 DearMr.Palmer: Inaccordancewith the PublicRecordsAct,RCW 42.56, thisletter acknowledges receipt of yourrequestforrecordsdated August 31, 2016 (RequestNumberPDR-16-2627). We have prepared a history of officer reported crashesthatoccurred on all roads in the City of Edmonds for the period of 1/1/2011 – available 2016. Federallaw 23 UnitedStates Code Section 409 governs use of the datayou requested. Under thislaw,datamaintainedfor purposes of evaluating potentialhighwaysafety enhancements: “ . . . shallnot be subjecttodiscovery or admittedintoevidencein a federal or statecourt proceeding or considered for otherpurposesin any action for damages arisingfromany occurrenceat a location mentioned or addressedinsuchreports,surveys,schedules,lists, or data.” \[Emphasisadded.\] TheWashingtonStateDepartment of Transportation(WSDOT)isreleasingthisdatato you with the understanding thatyou will not use thisdatacontraryto the restrictionsin Section 409, whichmeansyou will not use thisdatain discovery or asevidenceattrialin anyactionfordamagesagainst the WSDOT, the State of Washington, or any other jurisdictioninvolvedinthelocations mentioned inthedata.Ifyou should attemptto use thisdatainanactionfordamagesagainstWSDOT, the State of Washington, or any other jurisdiction involved inthelocationsmentionedinthedata,theseentitiesexpressly reserve the right, under Section 409, toobjecttothe use of the data,includingany opinions drawnfrom the data. J - 1 PublicDisclosure Request PDR-16-2627 September 6, 2016 Page 2 Withthispackage,yourrequestforrecordsiscompleteand closed. Ifyou have anyfurtherquestionsyoumaycontactmeat 360-570-2464. Sincerely, JulieBrown Transportation Planning Technician 3 Transportation DataandGIS Office cc: w/enclosures NafisaPeshtaz & LaurettaLew,WSDOTNorthwestRegion J - 2 UNDER 23 UNITED STATES CODE – SECTION 409, THIS DATA CANNOT BE USED IN DISCOVERY OR AS EVIDENCE AT TRIAL IN ANY ACTION FOR DAMAGES AGAINST THE WSDOT, OR ANY JURISDICTIONS INVOLVED IN THE DATA J - 3 J - 4 UNDER 23 UNITED STATES CODE – SECTION 409, THIS DATA CANNOT BE USED IN DISCOVERY OR AS EVIDENCE AT TRIAL IN ANY ACTION FOR DAMAGES AGAINST THE WSDOT, OR ANY JURISDICTIONS INVOLVED IN THE DATA J - 5 J - 6 TRIP GENERATION RATE CALCULATION This is a summary of the methodology, data and results of the data collection at the Mini of Seattle site to calculate a PM peak-hour trip generation rate for a niche new car dealership. The counts were collected according to the methodology identified by the Institute of Transportation Engineers (ITE). PM peak-hour counts were performed by Gibson Traffic Consultants, Inc. (GTC) staff at the Mini th of Seattle dealership located at the intersection of Lake City Way NE (SR-522) and NE 117 Street. th The dealership has two accesses to Lake City Way NE (SR-522), an access to 28 Avenue NE for the service department and parking and an adjacent parking lot at a single-family residential unit on th the east side of 28 Avenue NE (see attached aerial). In addition, employees utilized surrounding on-street parking along the frontage of the adjacent single-family residential unit to park personal vehicles. The total square-footage of the dealership is 35,115 square-feet (SF), including the basement (the service area), the first floor (main showroom) and the second floor. The square-footage is based on data from King County (see attached). The PM peak-hour trip generation of the Mini of Seattle dealership was determined by counting all trips in and out of the accesses to Lake City Way NE and all off-site trips (inbound and outbound) th to 28 Street NE, including service vehicles, employee vehicles and customers. Trips between the dealership and the parking at the adjacent residential unit were not counted because they would typically be internal trips within a site. Trips from service vehicles that do not impact the surrounding street system were also not counted. The counts were performed between 4:00 PM and 6:00 PM and were performed by two different Professional Engineers, one counting the Lake City th Way NE accesses and one counting trips along 28 Avenue NE. Counts were collected on Tuesday, March 29, 2011 and Thursday, March 31, 2011. The weather on both days was overcast. There were no unusual activities observed on either day. The counts show that the peak-hour of the site on Tuesday was between 4:45 PM and 5:45 PM with 48 PM peak-hour trips being generated. On Wednesday, the peak-hour was between 4:30 PM and 5:30 PM with 47 PM peak-hour trips being generated. Based on a 35,115 SF dealership, the PM peak-hour trip generation rate is 1.37 trips per 1,000 SF. 2802 Wetmore Avenue Suite 220 Everett WA, 98201 Tel: 425-339-8266 Fax: 425-258-2922 E-mail: info@gibsontraffic.com K - 1 OutboundTotal 153024442747948642 PM Peak-Hour 9262 Inbound 500 12211 Outbound 14 5316633 Total Site Inbound 32468233 Outbound 10 3204313 28th Access Inbound ):35.115 14.000000 F:1.37 it:40%t:60% d:11 :19 d:8 21235201 . 14 d Outbound Spli Fiat of Kirkland PM Peak-Hour TG SF):SF): Inbound Spl Outboun Mini of Seattle Size (1,000 SF Inboun Outboun Lake City Access PM Peak-Hour TG Rate/1,000 S 21124320 (1,000000 , (1 SizeSize Inbound 11233032KirklandKirkland Time Ending ofof 5:00 PM5:15 PM5:30 PM5:45 PM 4:15 PM4:30 PM4:45 PM6:00 PM FiatFiat K - 2 OutboundTotal 20442343647946435 PM Peak-Hour 127212 Inbound 40 22211 Outbound 64379762 Total Site Inbound 63872441 Outbound 22224431 28th Access Inbound ):35.115 14.000000 F:1.34 it:37%t:63% d:12 :19 d:7 30521310 . 14 d Outbound Spli Fiat of Kirkland PM Peak-Hour TG SF):SF): Inbound Spl Outboun Mini of Seattle Size (1,000 SF Inboun Outboun Lake City Access PM Peak-Hour TG Rate/1,000 S 42155331 (1,000000 , (1 SizeSize Inbound 33351131KirklandKirkland Time Ending ofof 4:45 PM5:00 PM5:15 PM5:30 PM 4:15 PM4:30 PM5:45 PM6:00 PM FiatFiat K - 3 Entrance AerialAerial Service SeattleSeattle ofof MiniMini K - 4 Search HOMENEWSSERVICESDIRECTORYCONTACT King County Department of Assessments Fair, Equitable, and Understandable Property Valuations You're in:Assessments >> Online Services >> eReal Property Reference Links: New SearchProperty Tax BillMap This PropertyGlossary of TermsArea ReportPrint Property Detail King County Tax PARCEL DATA l Links Parcel344800-1720JurisdictionSEATTLE Property Tax l NameSCHARMACH SEATTLE Levy Code0010 Advisor LLC Property TypeC Site Address11548 LAKE CITY WAY NE Washington State Plat Block / Building Number17 l 98125 Department of Plat Lot / Unit Number3TO6 & 25TO29 Geo Area10-10 Revenue (External Quarter-Section-Township-RangeNE-28-26-4 link) Spec Area0-0 Property NameSEATTLE MINI COOPER Washington State CAR DEALERSHIP l Board of Tax Legal Description Appeals (External HOMEWOOD PARK ADD 3-4-5-6 & POR VAC ALLEY E OF CO RD & 25-26-27 & POR VAC ALLEY ADJ 28 & link) POR VAC ALLEY ADJ LESS CO RD LOT 29 LESS CO RD Board of l Appeals/Equalization LAND DATA Districts Report l iMap l Highest & Best Use As If VacantCOMMERCIAL SERVICEPercentage Unusable0 Recorder's Office Highest & Best Use As ImprovedPRESENT USEUnbuildableNO l Present UseAuto Showroom and LotRestrictive Size ShapeNO Scanned images of Base Land Value SqFt45ZoningC1-40 surveys and other Base Land Value1,768,500WaterWATER DISTRICT map documents % Base Land Value Impacted100Sewer/SepticPUBLIC Scanned images of Base Land Valued Date2/7/2011Road AccessPUBLIC plats Base Land Value Tax Year2012ParkingADEQUATE Land SqFt39,300Street SurfacePAVED Acres0.90 ViewsWaterfront RainierWaterfront Location TerritorialWaterfront Footage OlympicsLot Depth Factor CascadesWaterfront Bank Seattle SkylineTide/Shore Puget SoundWaterfront Restricted Access Lake WashingtonWaterfront Access RightsNO Lake SammamishPoor Quality Lake/River/CreekProximity InfluenceNO Other View DesignationsNuisances TopographyNO Historic Site Traffic Noise Current Use Airport Noise Nbr Bldg Sites Power LinesNO Adjacent to Golf FairwayNO Other NuisancesNO Adjacent to GreenbeltNO Problems Other DesignationNO Water ProblemsNO Deed RestrictionsNO Transportation ConcurrencyNO Development Rights PurchasedNO Other ProblemsNO EasementsNO Environmental Native Growth Protection EasementNO DNR LeaseNO EnvironmentalNO BUILDING K - 5 Picture of Building 1 Building Number1 Building DescriptionAUTO DEALERSHIP Number Of Buildings 1 Aggregated Predominant UseAUTO DEALERSHIP, COMPLETE (455) ShapeRect or Slight Irreg Construction ClassREINFORCED CONCRETE Building QualityAVERAGE Stories2 Building Gross Sq Ft35,115 Building Net Sq Ft35,115 Year Built1955 Eff. Year2006 Percentage Complete100 Heating SystemHEAT PUMP SprinklersYes Floor Plan of Building 1 ElevatorsYes Section(s) Of Building Number:1 Section NumberSection UseDescriptionStoriesHeightFloor NumberGross Sq FtNet Sq Ft 1AUTO DEALERSHIP, COMPLETE (455)114117,12517,125 1 2AUTO DEALERSHIP, COMPLETE (455)11424,1954,195 2 3BASEMENT, FINISHED (701)114B13,79513,795 3 Accessory Accessory TypePictureDescriptionQtyUnit Of MeasureSizeGradeEff Yr%ValueDate Valued MiscellaneousRoof Parking Square Feet138054 Low2006 TAX ROLL HISTORY K - 6 AccountValuedTaxOmitLevyAppraisedAppraisedAppraisedNewTaxableTaxableTaxableTax YearYearYearCodeLand ValueImps ValueTotal ValueDollarsLand ValueImps ValueTotal ValueValue Reason 344800172001201020110010$1,768,500$4,003,900$5,772,400$2,832,500$1,768,500$4,003,900$5,772,400 344800172001200920100010$1,768,500$1,171,400$2,939,900$0$1,768,500$1,171,400$2,939,900 344800172001200820090010$1,768,500$1,215,400$2,983,900$0$1,768,500$1,215,400$2,983,900 344800172001200720080010$1,375,500$1,515,100$2,890,600$0$1,375,500$1,515,100$2,890,600 344800172001200620070010$1,375,500$1,341,400$2,716,900$0$1,375,500$1,341,400$2,716,900 344800172001200520060010$1,179,000$1,359,900$2,538,900$0$1,179,000$1,359,900$2,538,900 344800172001200420050010$1,179,000$1,359,900$2,538,900$0$1,179,000$1,359,900$2,538,900 344800172001200320040010$1,179,000$1,228,400$2,407,400$0$1,179,000$1,228,400$2,407,400 344800172001200220030010$1,179,000$1,228,400$2,407,400$0$1,179,000$1,228,400$2,407,400 344800172001200120020010$982,500$1,424,900$2,407,400$0$982,500$1,424,900$2,407,400 344800172001200020010010$864,600$285,400$1,150,000$0$864,600$285,400$1,150,000 344800172001199920000010$786,000$364,000$1,150,000$0$786,000$364,000$1,150,000 344800172001199819990010$786,000$364,000$1,150,000$0$786,000$364,000$1,150,000 344800172001199719980010$0$0$0$0$786,000$364,000$1,150,000 344800172001199619970010$0$0$0$0$786,000$364,000$1,150,000 344800172001199419950010$0$0$0$0$786,000$360,000$1,146,000 344800172001199219930010$0$0$0$0$707,400$280,700$988,100 344800172001199019910010$0$0$0$0$707,400$32,700$740,100 344800172001198819890010$0$0$0$0$707,400$314,500$1,021,900 344800172001198619870010$0$0$0$0$353,700$305,000$658,700 344800172001198419850010$0$0$0$0$343,800$262,200$606,000 344800172001198219830010$0$0$0$0$343,800$262,200$606,000 SALES HISTORY ExciseRecordingDocumentSale PriceSeller NameBuyer NameInstrumentSale NumberNumberDateReason 23674222008101500091710/10/2008$6,000,000.001221 DENNY LLCSCHARMACHStatutoryNone SEATTLE LLCWarranty Deed 23674552008101500127610/8/2008$145,000.00MORENO AGUSTINWATKINS GARLAND StatutoryNone IIIWarranty Deed 2313542200710010014519/27/2007$3,100,000.00ANDERSON CHARLES G1221 DENNY LLCStatutoryNone Warranty Deed 13669531994040120493/25/1994$0.00ANDERSONANDERSONWarranty DeedSettlement HOWARD+DORCASCHARLES G REVIEW HISTORY PERMIT HISTORY PermitPermit DescriptionTypeIssue DatePermitPermitIssuingReviewed NumberValueStatusJurisdictionDate 6202003Phase I and II for major interior + exterior Remodel2/5/2009$4,000,000CompleteSEATTLE7/26/2010 alterations to existing automobile dealership. 6197684Selective demolition of existing auto dealership Demolition10/15/2008$50,000CompleteSEATTLE5/22/2009 for future expansion per site plan. 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