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2015-05-08 Submission to Gary Zuckerman forwarding updated Traffic Report_Memo dated 4_15_15 (2) 445 Hamilton Avenue,14th Floor CUDDY& White Plains,New York 10601 ��r' Tel 414.761.1300 fax 914.761.5372 FEDEwww.cuddyfeder.com May 8, 2015 BY HAND R BY EM jL: mnowak,(!jryebrook.org Mr. Gary Zuckerman, Chairman, and Members of the Ple ring Board Village of Rye Brook 938 King Street Rye Brook, Ne,,v York 10573 Re: Sun Homes (Phase 3 Reckson Executive bark) Application for Re-Mapping of Premises into the Planned Unit Development District (Premises: 1100 Ding Street,• Section 129.25, Block 1, Lot 1) Dear Chairman Zuckerman and Members of the Planning Board: On behalf of Sun Homes, i.n furtherance of this pending Application and Petition, we respectfully submit Fifteen(15) copies of a Memorandum prepared by Maser Consulting, dated April 15, 2015, responding to questions raised in the March 31, 2015 Memorandum issued by Frederick P, Clark.Associates, Inc. requesting additional traffic information. We look:forward to reviewing the project with the Planning.Board at its May 14, 2015 meeting tci'address any questions and thank you for your consideration herein. Respect uli ull . WSMyp 1=:zif;losure cc (w/enclosures): Edward Beane, Esq.; Mr. Christopher Bradbury, Village Manager; Marilyn 1' lone-Mohamed; Mieliael Galante; Messrs. Robert Dale, Bill McGuinness and Rudolf H-atter; MT..Johii Barnes; Messrs. Gerhard M. Schwalbe and Matthew Steinberg; Dr. John Collins; N'..1r. Ronald P: Rieman; Anthony B: Gioffre III, Esq; and Ms. Norma Drummond C&N,2763821.1 ATTORNEYS AT LAW White Plains Fishkill ,New York City Stamford Engineers 1 i Bradhurst Avenue Plrnners Hawrhorne, NY 10532 SUrv€;yors T;914.3477500 VV,4� , Landscape Architects F:414.347 7266 MASEREnvIronrnentCal Scientists www,masercansuliing.corn M. MORANDUM. To Village of Rye Brook Planning Board Copy: Michael A.Galante,Executive Vice President Steven Cipolla,AssociatefTransportation From: John T. Collins,Ph.D.,P.E. Ronald P. Rieman,Assistant Project Manager Date: April 15, 2615 Re4. sun Homes at Reckson Executive Park Rye Brook,Westchester County,New York MC Pro'ect No. 14001622A The following are responses to the Frederick P. Clark Associates, Inc. (FPC) - March 31, 2015 review memo on the Sun Homes at Reckson Executive Park Traffic Impact Study dated January 14, 2015 as outlined below. 1. 2014 Existing Traffic Volumes— Since the existing 386,000 s.f of occupied office space is generating lower traffic volumes when compared to ITE rates, the Village's Traffic Consultants requested that the generation for the entire building (540,000 s.f.) be based on higher ITE rates. The office traffic volumes have been adjusted under No-Build Conditions, See Response 3. It should be noted that the increase of the existing 386,000 s.f of occupied office space to higher ITE rates provides a conservative evaluation of future conditions. 2. Accident Experience -Accident data was requested from the New York State Department of Transportation (NYSDOT) and Connecticut Department of Transportation (ConnDOT)for the latest three-year periods available in the vicinity of the site. Accident data was requested along the New York State section of Route 120A (King Street) road in the vicinity of International Drive between Reference Markers 120A 8701 3000 and 120A 8710 3002. The NYSDQT has indicated that "No record of any traffic accidents were found in this location for 2012, 2013 and 2104." A copy of the NYSDOT accident request and correspondence is contained in Appendix F. S ' °r 7 3 Customer Loyalty fhr'ough Clier)t Satisfaction 3 3 d 3 3 Village of Rye Brook Planning Board April 15, 2015 Page 2 of 4 MASER The ConnDOT search provided the latest available data which covers the time period of January 1, 2011 through December 31, 2013. A copy of the ConnDOT accident request, correspondence and accident data is also contained in Appendix F. This accident data is summarized by accident severity (Table 1), month and year of occurrence (Table 2), hour and day of week (Table 3), hour of occurrence (Table 4), weather condition (Table 5), road surface condition (Table 6), light condition (Table 7), other roadway feature (Table 8), construction or maintenance related (Table 9), median barrier penetration (Table 10), contributing factor(Table 11),type of collision (Table 12), vehicle type (Table 13), direction of all vehicles (Table 14), offending vehicle direction (Table 15), objects struck and location(Table 16), and total injury by severity(Table 17). Over this three year period there were 4 reported accidents in 2011, 4 reported accidents in 2012 and 7 reported accidents in 2013 along Route 120A (King Street) between International Drive and Anderson Hill Road. In addition, Appendix F contains the accident experience detail reports. Based on a review of the Accident Data, the type of accidents are typical type of accidents such a rear end accidents and turning accidents with apparent contributing factors such as failure to yield right of way and driver following too close. Based on the above, "It is not expected that the proposed Residential development (I 10 homes)will have a significant impact on the accident rate on the area roadways." 3. No-Build Conditions — As noted in Response 1, as requested by the Village's Traffic Consultants, since the existing 386,000 s.f. of occupied office space is generating lower traffic volumes when compared to ITE rates, the generation for the entire building (540,000 s.f.) was increased based on higher ITE rates. In addition traffic for The Enclave (formerly Kingswood) and the PepsiCo Master Plan was also included as part of the future No-Build Conditions. The Enclave and PepsiCo Master Plan traffic volumes are shown on Figures No. 6 and 7 and the Rcckson Executive Park increases(540,000 s.f: based on ITE rates)are shown on Figures No. 9 and 10 with the resulting Year 2014 No- Build traffic Volumes shown on Figures No. 11 and 12. It should be noted that the increase of the existing 386,000 s.f. of occupied office space to higher ITE rates provides a conservative evaluation of future conditions. Village of Rye Brook Planning Board April 15,2015 Page 3 of 4 MASER I 4. Site Traffic Generation Approved Office - The remaining approved 280,000 s.f. of office space has been calculated using the fitted curve based on the difference for the total office development (820,000 s.f) and the full occupancy of the existing building (540,000 s.f.). The resulting approved 280,000 s.f. of office space would generate a total of 299 vehicles (262 entering vehicles and 37 exiting vehicles) during the Weekday Peak AM Highway Hour and a total of 314 vehicles (53 entering vehicles and 261 exiting vehicles) during the Weekday Peak PM Highway Hour. The approved 280,000 s.f. Office Traffic Volumes are shown on Figures No. 13 and 14 and the resulting Year 2019 Build Traffic Volumes with the Approved 280,000 s.f. Office are shown on Figures No. 15 and 16. Proposed Residential - As noted in the Comment, the proposed Residential development trip generation was based on higher single family rates and "should be considered conservative". The proposed residential development would generate a total of 87 vehicles (22 entering vehicles and 65 exiting vehicles) during the Weekday Peak AM Highway Hour and a total of 115 vehicles (73 entering vehicles and 42 exiting vehicles) during the Weekday Peak PM Highway Hour. The Proposed Residential Traffic Volumes are shown on Figures No. 18 and 19 and the resulting Year 2019 Build Traffic Volumes with the Proposed Residential — 110 homes are shown on Figures No. 20 and 21. As outlined above, the change from Office (280,000 s.f) to Residential (110 homes) would result in 212 fewer vehicles during the Weekday Peak AM Highway Hour and 199 fewer vehicles during the Weekday Peak PM Highway Hour. 5.. Site Traffic Distribution and Assignment—As noted in the comment, the site distribution and assignment for both the office and residential developments is acceptable. 6. Build Traffic Volumes - The Build Traffic Volumes have been revised based on Responses 3 and 4. 7. Traffic Impact Analysis—The SYNCHRO analysis have been rerun to reflect the existing peak hour factors and the updated traffic volumes. Appendix B contains the updated Level of Service Summary Table (Table No. 1) as well as the requested Vehicle Queue/Storage Table (Table No.,2). Village of Rye Brook Planning Board April 15, 2015 Page 4 of 4 MASER G /R R 6 L T b a 1 A A. It should be noted, that even with the requested methodology changes including the conservative increase of the existing office generation to higher ITE rates, the proposed Residential development (110 homes) will not significantly affect the area roadways. Similar Levels of Service and delays are expected under Future No-Build and Future Build Conditions. In addition as noted in Response 4,the Proposed Residential development would result in significantly fewer vehicles(212 fewer vehicles during the Weekday Peak AM Highway Hour and 199 fewer vehicles during the Weekday Peak PM Highway Hour) and better Levels of Service when compared to the traffic generated by the approved Reckson Executive Park(R.E.P.) Phase III office building. S. Site Plan Review Comments will be addressed by Divney Tung Schwalbe. If you have any questions on the above or need any additional information,please do not hesitate to contact us. Traffic Impact Study Sun Hames at Reckson Executive Park AS E R MC Project No.: 14001622A Appendix } SUN HOMES AT RECKSON EXECUTIVE PARK 9 APPENDIX A FIGURES } KING STREET (ROUTE 120A) RECKSON INTERNATIONAL DRIVE SITE EXECUTIVE PARK ANDERSON. HILL.ROAD KING STREET (ROUTE 120A) NOTE:LINE DIAGRAM MOTTO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK 'r'€-STCHESTFR DFFICE RYE BROOK NEW YORK €a I 11 Brodursti4v- Cosfiirio. vulvpa _Wrcnmmb 11cwthune, tdAv10532 Nnfl f Lo,=p P-IONts 314.30-54J h.'!. 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ANDERSON HILL ROAD 10 {► 79 197 –_- �; Y KING STREET (ROUTE 120A) NOTE:LINE DIAGRAM NOTTO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK RYE BROOK NIEW YORK �iFFIi;E IT BmAurs; Avenue Cis ; 9Eteeip� !'x� a:YdLrah.aas iiwihorne, NY 10532 Fps,"arw s'kid; e A c�itacts- phi ne: 914147.75-30. YEAR 2014 EXISTING TRAFFIC VOLUMES F3 1 hAQF.: CIA- 4w RFE: sm, NY,e�r ,;�,� a�;�� 914.317,7266 WEEKDAY PEAKPNi HIGHWAY HOUR 140n1622A I 4/06/2c,s email; solutions m m s r r. uilin�.ccr i it F„„ MRAMIr fern y:ana_ Vlroini�.� C�sfflns�r ny�y rn>ooUl(I t`v'SsfdPacllar KING STREET (ROUTE 120A) S E7(EGUS'ON INTERNATIONAL DRIVE PARK 1— ^ In r rr, ANDERSON HILL ROAD 131, 29 4 KING STREET (ROUTE 120A) NOTE:LINE DIAGRAM NOT TO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK 44"e RYE BROOK NEWYORK1STCHESTEd 1� + f np li tza r lut�a�=ars Hcwthome. MY 10532 F vers M F ss;i�a its is P1ms: 914.347.75(0 YEAR 2D19 PROJECTED TRAFFIC VOLUMES NUhlBCR, 0& E '2 ttt vx Fox: 914.347.7268 WEEKDAY PEAK AM HIGHWAY HOUR 4ix1�P 22A /i?&/2('t5 om6l. solukiAs amdsarcgravfti g.com "J NcuYcrk........Pe�nSYv_an3a L^_.ra€nla r1�URE Cuslonrar?.ayralF/Ihro!ygl CE3era Snlle°nci3cr. .� KING STREET (ROUTE 1:20A) SITE XEC SOUTIE INTERNATIONAL DRIVE , PARK rE) I f�N L51 CF? ANDERSON HILL ROAD 217-- KING 1j KING STREET (ROUTE 120A) NOTE:LINE DIAGRAM NOTTOSCALE SUN HOMES@ RECKSON EXECUTIVE PARK 441b U S CHEa E.n'q h�E RYE,BROOK,NEVJ YORK a a e r s . €a F. :R• 11 Erahurst A� nue HowtiMne, NY 10537 P C�cis&Einrp i# �cl: r'E nCa-In,�'netas L4AiT: i°xrsets .xT�x*txa�t�_trolilec:s one: 914.5�7.1hC0 DEAR 2Q19 PROTECTED TRAFFIC VOLUMES sltrs�-fiL F aSx At:thea n�lc:ot€ sz Rix, 914.347.7266 WEEKDAY PEAK PM HIGHWAY HOUR 1470IE2.2a. 4/08/2015 email: solutions re nasarcarsu',ting,Lam t F�' €vt R� New Jersey New York Per,3s•�I,rsr�fa Virg'�.�ie - ,_` C�slomw L,opalty MrnugR Cine A 83t€,taC I 5 KING STREET (ROUTE 120A) C:3�YJ RECKSON INTERNATIONAL DRIVE 'A' SI TE EX PARK 1 c c ANDERSON HILL ROAD -I t KING STREET (ROUTE 120A) NOTE:LINE DIAGRAM NOTTO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK WESTCESTER,QFkI, E, RYE BROOK,NEW YORKt%',%MASM � n 11 Bradhurst Avenue e�r's�ti,�g tlu,ani a;fnEn3ha>'r FaSirar Naw;harne, NY 10532 OTHER DEVELOPMENT TRAFFIC VOLUMES Non sSuve�qrs'Lre5wpr,Arksitecta Phone: 914.34?J500WEEKDAY PEAK AM HIGHWAY HOUR NIQNf3ZR: BATF; 3 oie�:'V,Gor- ^te aE Au"F�a i Llai ROMFax: 914,. 7.1256i4QE]=.622ii 4/lb,"2015 e�uEi€: solfftiarns 0 maBercasulting eom (THE ENCLAVE j PEP5IC0 MASTER PLAN) C«:orer Lct;ai:�rA;cU�a Gsiwfr!b'aEisf;�UNc�t � KING STREET (RCIUTE 120A) I RECKSON INTERNATIONAL DRIVE 4. 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DRIVE SITE EX PARK 1 [is fti a f3 ANDERSON HILL ROAD ;^ Ak l KING STREET (ROUTE 120A) NOTE:LIME DIAGRAM NOT TO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK WESTCN!"ST�R C�I'ICE RYE BROOK,NEW YORK 144111 , l{irs #. a €�Era�a Hnwl,iame, NY 10532 YEAR 2019 BUILD TRAFFIC VOLUMES 7iann z" rr xR La z a#itacts Phone: 914,3z7.750QWEEKDAY PEAK AM HIGHWAY HOUR u6B N�ujmui'+:.i?A`1 ' Sln»V#y,d�+36,�ule d1 Mt1tx�rsEt>idr. 3!H'9't2 F ; 914.347.7266 14€30i,622A 4/05/21)!5 email: solutionsnu=erccrstftin .com (W/APPROVED 280,000 S-F,OFFICE) C >i if 2r L�}3�y 3NEtgf C NII ial,=fa_ P 15 KING STREET (ROUTE 120A) t M,at RECKSON INTERNATIONAL DRIVE SITE EXECUTIVE R1 : ,._.. � 1;2y CU ANDERSON HILI. ROAD KING STREET (ROUTE 120A) NOTE:LINE DIAGRAM NOT TO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK I RYE BROOK NEW YORK € i ,>+ r_a, 11 0 cdt uess Are�unl ars'tia. ni-,G inti nta c inez 1'O '° Y 10532 YEAR 201.9 BUILD TRAFFIC VOLUMES of a3�n` !t2 P c 1,4. 47.;5G6 WEEKDAY PEAK PM HIGHWAY HOUR W �: Fa . 9t4.347.72GSB;2Ct.5 �rci€: s�l�E:o,t mase€c�ns�lt'ng.cnt (W/APPROVED 280,000 S.F.OFFICE) ENV t� ; .En ,;!rrr;:�-yh�E?en! nilaiari'on p KING STREET (ROUTE 120A) CD mar„ RECKSON INTERNATIONAL DRIVE SI TE EXECUTIVE PARK -- I.. S\5$°' ANDERSON HILL ROAD rl' t. f-.. .l ro---_ KING STREET % - ARRIVAL (ROUTE 120A) [%) -DEPARTURE NOTE:LINE DIAGRAM NOT TO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK RYE BROOK iVEW YORK . +1' a�e s ��r P x� e.�. 11 Bra:lhurst Avenue a' m ` -as zm:n s cnaars HaZorne, hY i0532 Si muµ€wnf�c €s Phone: 994.347:7500 ARRIVAL/DEPARTURE DISTRIBUTION Fax: 914,M7,O.E6 (RESIDENTtALI) t€tC;�??e, 4Jt�ts/2ot5 emo€1: S�lutf�ns nceroerzu'-tin cor R P�ewY y [� Vir�:€c °r;LdEse _. KING STREET (ROUTE 120A) r-o i RECKSON INTERNATIONAL DRIVE ®I SITE ExEcARK� 414 19 46 07 ANDERSON HILL ROAD I .. 41 KING STREET (ROUTE 120A) NOTE:LINE DIAGRAM MOTTO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK WES CHESTER OFF[CE RYEEiItOC?K,N.EWORK (�/rf pry vo, I� riff ar at CKg kc s Howthorne, NY?[3532 PROPOSED p!a'e'��"saxwwc*""kFnrk€f 4th3cc'to x Pi?ons: 914.3A?,7509 SITE GENERATED TRAFFIC VOLUMES ,gig WMB�; .0A�: ! l 0 A76omi3w CM, €-ox: 914,347.7266 WEEKDAY PEAK AM HIGHWAY HOUR 34OW62,2A 41-'c8/201 hloA e,-„-_- ye Vn -._ f enrsylvpnEu alEe solutions �a rnasereons€Icing.eani (RESIDENTIAL-110 HOMES) �QWff l; ,�15k1lnar Lr+Yel:y rh:o:i�h CIEar„�s�is'acan 7 KING STREET (ROUTE 120A) yi N r� SITE EEC TISO E INTERNATIONAL DRIVE PARK I :n ANDERSON HILL ROAD � KING STREET (ROUTE 120A) NOTE:LINE DIAGRAM NOTTO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK WESTCHESTER QF ]vv RYE BROOK,NEW YORK .� i s s s a t rr€s i,r.. 11 E•c�'rars; daenue Crs�ll.ing,Nu;zlpol&:4r:�rcr:me^ic€Er:q;cors Huq`hom?, Nf IJ532 PROPOSED P€s'r,Ews•Surver3is°Em:dssc,'ae revile is Phone: 914.347.13 SITE GENERATED TRAFFICVOLUMES JCB NUMBER JDATL Fox: 914•.147.7266 WEEKDAY PEAK PM HIGHWAY HOUR ._..._ _ emol: nlulhns mmnn "Wrom N,,Js (RESIDENTIAL-11HOMES). 71GVRE Num�P ti f�estmtrrrr L�yalir rixrrag ..I�r..�;1s�a€i-:v,^, �c KING STREET (ROUTE 120A) EXEC SON INTERNATIONAL DRIVESITE '+ PARK t�1•- ANDERSON HILL ROAD 41 w't�- 14 4 � N C7 KING STREET (ROUTE 120A) NOTE:LINE DIAGRAM NOTTO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK 4F1"STC-IESTER OFF CE RYE BROOK,NEW YORK �...:.....�_..._.�._.._.......�..,-_ "`■moi//J 11 B�odhurst Avenue npi'Ehg u �o� E?ea; e h€F,ngtr,wrs flnwthorne, NY 10532 YEAR 2019 BUILD TRAFFIC VOLUMES uannrs e ,a(and_crign 1.rJ eta Phage: 914.347.7500 WEEKDAY PEAK AM HIGHWAY HOUR ,J.e 3dtltABrR—..D.A", Fog: 914.347.1266 n = errni{: aolutiow e mnsemrsulti„g.enrr (W/PROPOSED RESIDENTIAL-110 HOMES) tORT, 2�A(}4F3��� N-owypk c�ane [ma Tt cif: : - Cw!�rnsr yaYaly thmugh C:ie�f Sats z�con 20 KING STREET (ROUTE 120A) Yl t) RECKSON INTERNATIONAL DRIVE SITE EXECUTIVE PARK 3 ANDERSON HILL ROAD _._.. . KING STREET (ROUTE 120A) i NOTE;LINE DIAGRAM NOT TO SCALE SUN HOMES @ RECKSON EXECUTIVE PARK WES_TCHESTER.-P rICEa RYE eft©pK. NEWYORK r r _ �a T c e s d t r i e a r.�. 11 5ladhutst Avenue .�raW 7y,t�drtFigsi�Enei�xr—.Tian=ai.3 irvw,s HaMhome, NY 10532 YEAR 2019 BUILD TRAFFIC VOLUMES - f'!aFnc:s fir Ectscsy`cch�I ,ts Phare: 914,347.7506 WEEKDAY PEAK PM HIGHWAY HOUR I09 MkIMO GATT; t, fx--fire c€Aq-pm?vAnr gXN172 FOX' 9f4.347.7256 4CM9$22A 4/08/2015 . ama,'L solutiona*masercorsiltin .corn {W/PROPOSED RESIDENTIAL-110 HOMES) �.. 9 �. - [,usom.Y.L�:y'%e:oit�!i Cl �t;iriisfac�or= 2`: Traffic Impact Study Sun Homes at Reckson Executive Park MASER MC Project No.: I400I622A Appendix SUN HOMES A T RECKSON EXECUTIVE PARK APPENDIX I TABLES ro. Lu u Um m Lj c>u E r,mlElnL <w en 0 o��,u u 4.< W cF `.F. F.!z7,d;, CAI W C-4 t,� 1'sli ft K CIx m 0 �m w L Lu co O<MLUmw w 0 p<'Q 0 04S j rv7F7 Er VF.W Z6, 6m �..;4�?ci d ZS En.cl w 'C?L4 e7 u 6f cl, Lu 9 9 m'u f.Y cnd u Lu:.o� 0 j ua I;T WF.77 FF V V ej -1, 9 L�' :.5 5 m L) 0 c 0 0 m IUl ZUla U LU sTU WZ-y cT u F _j 04 W < u Lo m M;m non oln m LL)Lu m 0 u n��u .0 w LL tiz a, Iz 0 < z D9 ca W M 0 al LL IN W, V 0<74 > <<< ro 0 6, DO !�Ofyo,2xt 0 0 M w Or 9 1 0 W 0 r.�nat a: Ez Lu�r .4 w -.r iL F E D. M, D�cL o. w o�(L n: ❑ ❑ C) z L3 z w o Z�2' 2 zz,n�FS�b I O z zn :�zn Ll 4 C)zz-.,Qzooz 0 0 z:,0 z 0 ;Z. Z 7 o L 0 z 5 0 7r, P 7 ao (r w. Z fe 'S,0.is 06), g r- 0 z 6 iz z . .......M..._ of ry N tp r � w a 't' �: V �MP1 CdrtQ V'�MN t� �r CSS N m nv{ivif �xar1"'�r ' r � NNmtD uj < rn lk sq ` pp yrn !Y@ tcS 1�� !': m�g6l sy R W iDf V E) DM It w jUJ Cl r tV .. .. - -. ........ .. T.d'w ly r o Yr it ?k m K2 ? N. 1, e{tr r„V,p u}t31w QI mv NlA `TOoR ir1 OaiNN� W Lll�� W .. 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Control delay alone is used to characterize LOS for the entire intersection or an approach. Control delay and volume-to-capacity (v/c) ratio are used to characterize LOS for a lane group. Delay quantifies the increase in travel time due to traffic signal control. It is also a measure of driver discomfort and fuel consumption. The volume-to- capacity ratio quantifies the degree to which a phase's capacity is utilized by a lane group. LOS A describes operations with a control delay of 10 sNeh or less and a volume-to-capacity ratio no greater than 1.0. This level is typically assigned when the volume-to-capacity ratio is low and either progression is exceptionally favorable or the cycle length is very short. If it is due to favorable progression, most vehicles arrive during the green indication and travel through the intersection without stopping. LOS B describes operations with control delay between 10 and 20 s/veh and a volume-to- capacity ratio no greater than I.Q. This level is typically assigned when the volume-to--capacity ratio is low and either progression is highly favorable or the cycle length is short. More vehicles stop than with LOS A. LOS C describes operations with control delay between 20 and 35 s/veh and a volume-to- capacity ratio no greater than I.Q. This level is typically assigned when progression is favorable or the cycle length is moderate. LOS D describes operations with control delay between 35 and 55 s/veh and a volume-to- capacity ratio no greater than 1.0. This level is typically assigned when the volume-to-capacity ratio is high and either progression is ineffective or the cycle length is long. Traffic Impact'Study Sun Homes at Reekson Executive Park MASER MC Project No.: 14001622A xFay a. Appendix SUN HOMES AT RECKSON EXECUTIVE PARK APPENDIX D CAPACITY ANALYSIS YEAR 2014 EXISTING TRAFFIC VOLUMES WEEKDAY PEAK ANI HIGHWAY HOUR 1: ANDERSON HILL ROAD & KING STREET IZ A 4/812015 Lane Configurations �0 '6" yp�311 ' {deal Flow(vphpl) I ODD 1900 1900 1900 1900 4900 Storage Lanes���� 1 1 1 1 i Lane Util, Factor 1,0D 1.00 1,00 1,00 1,00 1.00 k Bi ' F0ctor 1 0 t?• , ...,.. Frt 0.850 0.55,0 Satd,Flow(prat) 1719 1810 1810 1538 171.9 1538 5atd,F ow(perm) 559 1810 1810 1538 1676 1464 Satd Flow(RTQR) Lints°Spud - Link.Distanc.o(ff) 1256 2:849 2715 Weme O.. "... ,.X16... .... ..'. . 61.7 Conal Peds (#/hr) 10 10 10 10 Heavy Vehicles(%) 51/0 5% 5% 6% 5% 5% i ?°11,Fi�4�(yR► _'... ,r .,.xr Shared Lane Traffic(%) n� - N ,fd� �a����I F � 1-••F� �1�4 �� EU Enter Rocked Intersection No No No No No No .� .<: Medan WidtNft) 12 12 12 Crosswalk Wid1h(ft) 16 16 16 two- ' Lei Turrw i -t?e .. Headway Factor 1.00 1.00 1 00 1 OD 100 100 "y T, it 1 Number of Detectors .: T ,.Ae d rrt __._.. .< Leading Detector(ft) _ 50 50 50 50 50 50 Detector 1 PoslWon(ft) 0 0 0 0 0 0 D`�t� ttr 1 S�zetft).. f�. p -... .. 5Q... ..-'40..,.. Detester 1 Type Ci+1=x C1+Ex CJ+Ex CI+Ex CI+Ex C1+Fx Detector 1 Extends 0 r ( ) Q DO OQ 00 00 f}0 6 �.......`. .� ,<.,.,�t) .....:. .. .... :. -' D tector 1 Delay(s) 0,0 0.0 Q 0 0 0U 0 0 0 Tprnl .. pnnp .... .: . ,.. q . . rrrr. .. Protected Phases 1. 6 2 24 4 3 Deteetor Phase 1 6 2 24 4 4 Minimum In€tial,(s) 4,0 4.0 4,0 4,0 4.0 4.0 14001622A AMEX Synchro 8 Report Page 1 YEAR 2014 EXISTING TRAFFIC VOLUMES WEEKDAY PEAK AM HIGHWAY HOUR 1: ANDERSON HILL ROAD & KING STREET 120A 4180015 Too Split(s) 15,0 75.0 60.0 25 0 25.0 20.G .2. iY Maximum preen(s) 10.0 70.0 55.0 20.0 20,0 18.0 All-Red Time(s) 110 10 10 10 10 00 Total Lost Time(s) 4,0 4.0 4.0 4.0 4,0 Load1L t,ead � fag leg LeadALag Optimize? Y" Yes Yes Yes Yes i# rd; Eens xtior�(s}. ... . `"0 3.0. D = Recall Mode Non.6 Max Max Nene Nana None . 5 Flash Dont]Natk(s) 10 Act Efct Green(s) 71,1 71.1 58,6 76.7 141 141 vlc Ratio 0 24 051 0.54 0,07 0 48 0 56 Queua DelaY Q.0 0,0 0,0 D0 C.0 0.0 Tatel.b. lay LOS A A B A D D Approach.LOS A g D Queue Length 95th(ft) 38 252 339 16 124 126 Turn Bay Length(ft) 75 200 2,50 Starvation Cep Reductn 0 0 0 0 Eez-Y - .,.. ..,.>.'. .S.;«.>}'T..'.. ...,h...,. Storage Cap Redu*. 0 0 0 0 0 0 IedUo �I a,Fl .., 0;23 fl;•r�t (3'a�4 0' 7... .` t 33 ., 0,38 Cycle Length 120 ,QCtuted Ccl4ttgth 3 Natural Cycle.70 llYPectuate _ nt;aatdlnald.. . Maximum vfa Ratio,0.56 (n+ recoli �j€1a7ay°1S B4, Worsection Capacity Utilization 53,5% ICU Level of Service A A �I8�� .(rr�l � ,.E:. ' its and Phases; 1,ANDERSON HILL ROAD&KING STREET 120A 0 1 .� Page 2 YEAR 2014 EXISTING TRAFFIC VOLUMES WEEKDAY PEAK AM HIGHWAY HOUR 2: INTERNATIONAL DRIVE & KING STREET 120A 4812015 Lane Configurations Ideal Flow(vphpl) 1500 1900 1900 1900 1900 1900 Storage Lanes 1 1 1 1 Lane tall. Factor 1.00 1 04 1,0.0 1 A0 1..00 1.00 Frt 0.850 (� QQ ``hh p•850 ....>-.,. Sntd FIDw(prat) 1810 1538 1719 1810 1719 9538 �,�,�� ,..149.7 �525� 1�810�. ..0.� _. Satd.Flow(perm) a4 1477 t ern rsrt-F �. Satd Flow(RTOR) 12 i�snk Sp; d,(mpt�, . ....__ 4.. ., Link Distance(ft) 1949 2649 1520 Confl Peds ( 1trr} 10 10 10 10 90.... 1;9U. . W.. Heavy Vehicles(%) 615% 6° 5% 6% ►1,.� YW � � �.u.u$Yr .�:,�, .,f 5!'d�x...a`�� ..a�x_v?S'�.,� , J,�._ .-,... W, e .� .._ ._ ,, n_ ._ , Shared Lane T}jry9af'fic(%) LK�Y T..{74f0F1}3S1"6 � r......,63 077 �v G-r Enter Blocked Intersection No No No No No No n <L . Z ... h). 12 12��I � ' ... .._ ' �ft - Median Width(ft) Crosswalk Width(ft) 16 15 16 vyc� ray Lea liYt}(artp kr.__.:: � Headway Factor 1,00 100 1.00 J,00 1.00 i 00 NurnWrofDefectors 0 0 1 0 1 1 :,,.. Le♦adin��ygy;j9yDetector(ft) 4 O F 60 F 0 so 50 �io.,, 'V k!°+!1 � Detector 1 Position(ft) 0 0 0 0 9 0 fl j y�£Fpy#f yjy y{,� p{1AT F (�6 g6%—S I �t�a'sf�rlk5t ( ) YYu STP1.n.. :b�,Y_ Dsrte>tf�r 1 1'Yp +Ex CI Type Cf � +Ex CI+Ex Cl+F-x CI+Ex GI+Ex pet�p�p�.�1 , actor 1 Extend(s) 0,0 0.0 0,0 0.0 0 0 0,0 Detector I Delay(s) 00 0'.0 U O.0 yw0r 0[ 0.0 Tusr> 1d; Rr C€ c or e.3.. Z afL .Y11'tow....Kl rd f,l r i. Kl[!} ..« ArL,, $i:YkJt�.K M. w• E..._.. _. W¢ Protected Phases 2 3 1 6 3 Detector Rasa 2 3 1 6 3 3 Minimum Initial(s) 5.0 3.0 4.0 3,0 3,0 3.0 14001622A AMEX Synchro 8 Report Page 3 YEAR 2014 EXISTING TRAFFIC VOLUMES WEEKDAY PEAK AM HIGHWAY HOUR 2; INTERNATIONAL DRIVE & KING STREET Q20A2, 4/8/2015 3 IViinimu►mSplit.E�} i�-0.. . .'94.. ..iQ�.. . ,'f1f} g. ��' '` Total Split(s) 46.0 26.0 14,0 60,0 25.0 25 0 Totat pht,(°lO}. 54 „ 1f: � „ 4,6'A .. 5. t r.... .. Maximum Green(s) 401,0 20.0 8.0 64.0 20,0 20.D � Yellav T111 s}::;... x0..,.... t3` . .M- 0 : ... . 0. .... 0...... ... . ..5 .. All Red Times1 10 10 10 1'0 10 110 oft Tt111$ 414, Total Lost Time(s) 5.0 4,0 5,0 510 4�O 4:0 Lead1L' g !ag . .. Lead , Lead-Lag optimize? Yes Yes i Recall Mode Max gone None Max None Nana x , 54;1 Actuated g)C.liatlo 01.70 0,78 0,83 0.86 6.10 0.10 ulc#afia 4,54 Control belay 10.0 2.3 2.7 3,4 29,0 16.9 Total Delay 10.0 2.3 2.7 3.4 &0 W9 Approach Delay g4 33 18.6 A ;....,� Queue Length 50th(ft) 168 4 8 80 1 0 Internal Link Dist(ft) 1869 2559 1440 wrrt,Bay .�t ).... . Base Capacity(uph) 1262 1380 083 1564 521 456 Spillback Cap Reductn 0 4 0 0 0 0 Deduced vac Ratio 0,54 0,04 0.21 0.46 0.40 0.03 Area Type! Other � I hength� - ...... ......... Actuated Cycle Length:60,7 _ Control Type:Semi Act-U,ncoord Intersection Signal Delay 6.3 Intersection LOS A Analysis-Period(miry)15 Splits and Phases! 2; INTERNATIONAL DRIVE&KING STREET 120A 1 02 v3 s 14001622A AMEX Synchro 8 Report Page 4 YEAR 2014 EXISTING TRAFFIC VOLUMES WEEKDAY PEAK PM HIGHWAY HOUR 1; ANDERSON HILL ROAD & KING STREET 120A. 4i812015 AN Lane Configurations Ideal Flow(vphpl) 1900 1900 1000 1900 1900 1000 forageten ). 5ff Storage Lanes t 1 1 1 Lane Utl,Faetftr..., . 1.00 1.00....1.00 1.00 1.2500 1.00 "L tT�. . : .:. . ... .... .. .. . .: .... .:.,095 ,: , Frt 0:850 0.850 FillProtect�d 0. 50 . 0M. S'atd,Flow(prot) 1719 1810 1810 1538 1719 1538 Said,Flow(perm) 545 11310 1810 1538 1676 1464 flc�lrC Turn ars#ed I� , Cats1 Flow(RTOR) Link Distance(ft) 1256 2:6149 2715 Convel, sme.( ,.. Peds.(#/hr) 10 10 10 10 Heavy Vehlolas.(°, ) 5% 5% 6% 5% 51'/o 5% Shared Lane Traffic(%) :F Enter rtv (vp )_ . ...:_ 2 .....: 5..... Enter Blocked Intersection No No No No No No Lane 19n4?a Median VV!dth(ft) 12 12 12 Crosswalk Width(ft) 16 16 16 Two Headway Factor 100 1.00 1.00 1.00 IM 1100 Turnil�l��t >� f�.1� 4 Number of Detectors 1 1 1 1 1 1 A3m Leading Detector(ft) 50 50 50 50 50 50 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Type CI+Ex Ct+Ex CI+Ex CI+Ex CI+Ex CI+Ex NO 1 Gk)ahnel Detector 1 Extend(s) 0.0 0,0 0.0 0.0 0,0 0.0 Detector 1 Delay(s) 0.0 0.0 0,0 0.0 0.0 0.0 Protected Phases 1 6 .2 24 4 3 FORVil"A. Detector Phase 1 6 2 2 4 4 4 Vnr(irrsurn fnial(s) 4 0 4.0 4.0 4.0 4.0 4.0 14001622A._PMEX 5ynchro 8 Repast Page 1 YEAR 2014 EXISTING TRAFFIC VOLUMES WEEKDAY PEAK PM HIGHWAY HOUR 1: ANDERSON HILL ROAD & KING STREET 120A 41812015 l 4 mlfi Total Split($) 15.0 75.0 60,0 26.0 26.D 20.0 Totpllt,(°f°) 95° , 625AJ (1 .1° - °Ia .2t74a „_,1?°h.. Maximum Greens) 11.1.0 70,0 55.0 20.0 20.0 18.0 Y61 :Ti 2.0 All-Red Time(s) I.0 1,0 1,0 1:4 9.0 0,0 Total Lest Time(s) 4.0 4 0 4.0 4.0 4.o LeadlLsg Lag... Lag ....: .... .Ld, Lead Lag Optimize? Yes Yes Yes Yes Yes �,e "� xtenssf�., Recall Mode None Max Max None None Kiane Flash Dont.Walk(s) 11 0 Perefriae Cails(#Ihr) Green : .. . . Act Effct s ` ( ) 711 71.11 5'83 818 989 183 ttuatd g1C do €i73 Q;73. . .._U. 9 . .4;63. .0'45, 0:19 . f„ vlc patio 0.201 0,37 0,55 0.07 C.25 0.7.3 Qtr€)l Allay. 5 7 6 3 , Queue Dslay 0.0 D.0 0.0 0,0 0.0 0.0 Toldt fsla 7 $3 1 8 7 _ LOS A A B A D D Approach LOS A B D QueueLength85th(,ft) 40 158 834 15 86 #203 117 Turn Bay Length(ft) 75 200 250 X07 a ,. . . ; , Starvation Cap Reductn 0 0 0 0 0 Storacpe Cap Reductn 0 0 0 0 0 0 f Cycle Length 120 Natural Cycle 80 CtuttrphTy��'etitaied, nc�td,� Yi x �' ` Maximum vtc Ratio 0,73 i� na InterseGtiDn Capacity Utilization 51,2% ICU Level of Service A 4 95th percentile volume exceeds capacity,queue may be forrger Quaizpn ismaxiumrfwale `.... . . ... litand Phases: 1:ANDERSON HILL ROAD&KING STREET:.l23A k 3 04 yf 02 d6 YEAR 2014 EXISTING TRAFFIC VOLUMES WEEKDAY PEAK PM HIGHWAY HOUR 4/8/2015 2: INTERNATIONAL,DRIVE & KINGSTREET f 120.4 Lane Configurafyons ° � � �' � Ideal Flaw(vphpl) 1900 1900 19170 19QQ 1900 190Q �f��age;Lengthl } ;: Storage Lanes 1 1 1 1 Lane LIM,Factor 1.00 1.00 1.00 1.00 1.00 � 00 €�e`i Blkeaclp�. , Frt. 0.350 0 35.0 Std, FIS(prof) 1810 1538 1715 1610 1719 1538 Q8� #ertnttti19 �$ Satd,Flow(perm)..._.. 1810 1497 594 1810 1684 1477 Fphmartlli , Yes 'Satd.Fluow(RTOR) 175 35 Link Dildce�(�)(ft) 1��5 - ,. 49 2649 1520 1rr�{p yyrfn( YY c[VEtlitlf�tM1 883 tRt a• ...... P .E ,.<m .,.,s ..8. Conti Peds (#/hr) 10 10 10 10 01,44" : Heavy Vehicles 1%) 5% 6% 5110 6% 5% 5% Y Ftpva>rstphw:.. ,..< f.._ _.. Shared Lane Traffic;(%) Enter Bloaed Intersection No No No No No No Lai1e ltln , t- ..._ f t. . ...�� ft Cf . .,... MediM Width(ft) 12 12 12 LtnkPf§ ).�. a .... .... . Crosswalk Width(ft) 1516 16 �Y[1Yl,My FI R19� .rGnFI. 96 _ 3 R € CE Y k 4 Headway Factor 1.00 1.00 1.00 1.00 100 1,00 RE 1'urrltrO Number of Detectors 0 0 1 01 1 I�T�tnpl ( . .. 1eadg Detector(fit) 0 9 50 0 50 50 all i�getee1(tt).,.. :' s 0 ... U 0 ..... Q Detector 1 Po51ion(tt) 0 0 0 0 0 0 Detector 1 Type CI+Ex CI+Ex CItEx C1+-Ex C1+Ex CI+Ex Detector 1 Extend(s) 0.0 0.6' 0 0 0-0 0-6 0.0 Detector 1 Delay(s) 0'a 0 0 0.0 0.0 0.0 0.0 P ? ,.pmpt N; .... 'PAt protected Phases 2 3 1 6 3 Per nittdaha§ss-, 2 6 ... ._: Detector Phase 2 3 1 6 3 3 -'-h Ptia . `., Minimum Initial(s) 5.0 3.0 4.0 3,0 3.0 3.0 1.400162.2R_PMEX Synchro 8 Report Page 3 YEAR 2014 EXISTING TRAFFIC VOLUMES WEEKDAY PEAK PM HIGHWAY HOUR 2: INTERNATIONAL DRIVE & KING STREET (120A) 4181201 Total Split(s) 46,0 25.0 14.0 60,D 25.0 25.0 Total Splits° . W. s4s I" .29 4;°l0 1 `a% 716%a, ,. t 4°J� 2t: °a' r. Maximum Green(s) 40.0 20.0 8,0 54,0 2.0,0 20.0 `elfowrrps) 5 0_.,,.... .... All-Red:Time(s) 1:t} 10 1 0 1.0 1.0 1.0 LgsTrmAd�ust(s) T'0 �1';0 i3O Total Lost Time(s) 5.0 0 5.0 5,0 4.0 4.0 head Loan-Lag Optimize? 'fes ties .:... Recall Mede Max Nene None Max None None AsWated 91C Ratio 0,32 0.86 0,75 0,75 0.13 0.13 ti Raris., 4 48 6,11, ..:... :St .. .Q; 4 Control Delay 7;5 1 2 3,0 53 33.2 10.7 TaalDela�8i�y,T � .��2... 3.0� .;.r�$„ 33.2 y f ys 10,7 A 1pruach Delay 7 5 5.5 17-:5 h45 : A Queue Length 50th(ft) 83 0 1 B 32 0 Internal Link fist(ft) 1859 2568 1440 Base Capacity(vph)1A; 1296 13L9„5(6y{ 5'81]� 935}2. 480 546 Spillback Cap Reductn 0 0 0 0 0 0 Reduced vfe Ratio 0.48 0;01 0,02 0;50 0.16 0;32 11:11:1!11111!111111!1 111111noill 11 Area Typo. Other Acluated Cycle Length 733 IturaC' yple5 = .E `' r s r 3 3 Control Type Somi Act Uncoord bAfl d2 IL[�4A Intersection Signal Delay 8.2 Intersection LOS,.A Intersr%Cadyjlxa#[ Analysis Period(min)15 pllts and Phases:. 2: INTERNATIONAL DRIVE&KING.STREET 120 + 03 b 14001622A�.,PMEX Synchro 8 Report Page 4 YEAR 2019 NO-BUILD TRAFFIC VOLUMES WEEKDAY PEAK AM HIGHWAY HOUR 1: ANDERSON HILL ROAD & KING STREET 120A1 4/8I2015 Lane Configurations Ideal Flow(vphpt) 1900. 1900 1900 1900 1900 1900 Storage Lanes t 1 1 1 Ta r L'ertt Lane Util.Factor _.. 1,00 1. 00 dd 1.Od 1. 1.00 Od 1.00 d Btke Factpr.Wr_� '. Frt 0.8:00 0.8�5 . 50 5a d.Flow(prat) 1719 1810 1810 1638 1719 1538 Satd.Flow(perm) 394 1810 1810 158 1682 1454 Satd Flow(RTOR) unk Sps$d(in .._ Link Distanceft ( )_ 1256 2649 2715 Can> F-eds. #Ihr 10 6 7 } 10 10 10 .14Heavy Vehicles 6°!f°� 5% 511 5% 5% Ifl1� ��Q1i!Lr��...,. .•....-. lit a!��. E, � 3L i 4, L C 1 3 - t- .,..,.,.� ._ .. - . .. etc 3..E -Sa ....w,..er, nx ,�... -- �� -i.� X+'k cvN Fs x,k"L.Mx>.-.� ......-. ..- .,.�•— .�, .._-... t Shared Lane Traffic Lar1 .GrotaAiv!Jz¢?!11 .,. Ac,7(9. 1 ..._ Q . Enter Blocked Intersection No No No No No, No LaI�>lment a:.. . ... .•: >s E w o. ., .. t E ..r Median Width(ft) 12 12 12 Crosswalk Wdth(ft) 16 16 16 Headway actmay, n lte.:< 1.00 1.00 1.00. 1.00 1.00 1,00 Turnrr3aSpeedk(mph) 5 ,.• ... 5 13 Nu�m,60FyoffpDett]ectors 1 1 1 1 1 1 0@0 '� N18ti51 <- .: b.xF Leading Detector(ft) 50 50 50 50 50 50 Detector 8 Position(R) 0 0 0 0 0 Detector 1 Type CI+Ex C1+Ex C1+Ex CI+Ex CI+Ex CI+Ex Detector 1 Extend(s) 0.0 U 0.0 010 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0 0 hum hype.. . :_.. p +pf C�fA perpa, m Protected Phases 1 6 2 24 4 3 6 Detector Phase 1 6 2 24 4 4 Minimum Initial(s) 4.0 4.0 4,0 "4.0 4.0 4.0 140D1622AwAMNB Synchro 8 Report Page 1 YEAR 2019 NO-BUILD TRAFFIC VOLUMES WEEKDAY PEAK AM HIGHWAY HOUR 1: ANDERSON HILL ROAD & KING STREET120A, 418/2015 t Total Split(s) 15,0 75,0 60.0 25.0 25.0 20.0 T©fatplif, 12. ��lu &2,. ( } 5° S°(n ,SQA°la -.. �� °la...'2 Maximum Green(s) 10.0 70.0 55,0 20 0 MO 18.0 Yflo�ueTkrrt, All-Red Time(s) 1,0 10 1.0 1 0 1.0 0 0 pl Thal Lest Time(s) 4-D 4.0 4,0 4,0 4.0 Lead Lag Optimin7 Yes Yes Yes Y� Yes Exfenslon Recall Mode None Max Max None Nw—e None W�1 T€t1e Flash Dent Walk(s) I��destiarr Cans:(#Ihr) gAct Effct Green{s) 71.1 71.1 501 771 17.0 1710 Wo Raptb j I},{63 DSO 0,68 016 0.66 0.56 d Delaytfs 47 Queue Delay 0.0 0,0 0.0 0.0 0.0 0.0 _�. 4TS ���? ........ ....... . LOS B B B A D D Approach LOS Queue Length 95th(ft) 87 664 458 35 189 151 �Ii#errtallanfcL3iSt(ft};. ..'. .. . ..._. :.. 6r X569 ffi 05 Tum Bay Leinglt (ft) Its 200 250 .A: .t>Starvation Cap Reductn 0 0 0 0 0 0 p�illjakap #eduefrt ti (1' 0 ` 2. Storage Cap Redueln 0 4 0 0 0 D t Cycle'Leng1h 120 Natural Cycle 90 pT ` T /�ryC3�yA R InCta�sTdtSte�t., EY Maximum vlc Raba Ho na Ufa 9 a _ d L � Intersection Capacity Ublizabon 70,6% ICU Levet of Sery e C An�lys s®,-,.e.,.- �, .� 6r..-<... 1 .,..,.. Y r v„. Ein -.:mo•:..:. `�.._-..xxx _. �e ,.... __ lits and Phases: 1:ANDERSON HILL ROAD&KING STREET 1 (}A �z a .04. Page 2 YEAR 2019 NO-BUILD TRAFFIC VOLUMES WEEKDAY PEAK AM HIGHWAY HOUR 2: INTERNATIONAL DRIVE & KING STREET 120A, 4,'812015 All 'K, Lane Configurations Ideat Flow(vphpl) 1900 19L?0 190D 19(�F 190.. 190D Mora Le th. :ft 5 :20 �?9... .) .... Storage Lanes 1 1 1 1 Ta, a11,61 fe2. Lane Util,Factor 1 O 1,00 1,00 1.00 1,OD 1.D0 i? .Bike Pactr, Frt 0.850 0,850 FIPCotctd.. . Q950 ... ,.: f ,9Lt, Satd.Flow(pmt) 1810 1538 1719 18'10 1718 1538 Satd.Now(perm) 1810 1491 260 1810 1684 1477 REuttl trn Rid Yes. m . , Satd Flow(RTOR) 69 I�Irk.peed(trifit)), 35 < 0„ Link Distance(ft) 1949 26.49 1520 T fe,V,al Time Conf.Pads.(#/hr) 10 10 10 10 Peek How Fact$r 0;99 Heavy Vehicles(°f°) 5% 5% 5% 5% 5% 5% Shared Lane Traffic(° ) Lane _? vpfi} _ $ , I=nter Blocked Intersection No Na No No No No Median Width(ft) 12 12 12 2 , Crosswalk Widtt(ft) 16 16 16 Teva wa ,Left Cie Land.. . Headway Factor 1.00 1,00 1.00 1.00 1 M 1.00 Too Number of Detectors 0 0 1 0 1 1 Deetca�Tarnt f r_...r . .` =..E. „.. Leading Dpe}te[cttor(ft) 0 'Q. 50 0 BOJ 50 Detector 1 Position(ft) 0 0 0 0 0 0 Detector CI+Ek CIkEx GI+Ex. 01+Ex ,.CIa{t, J] I Tey{� � , �� +ER OI+t=x DiE 1 Channet, DetectDr 1 Extend(s) 0,0 &0 O D 0.0 0.0 0.0 �ietetpr Detector 1 Dela s 0.101 0.0 0.0 t}0 0 0 0 0 YO Turn nrDY pmpt , Arot , Peri Protected Phases 2 3 1 6 3 Detector Phase 2 3 1 6 34 15 t3 Mrnlmus �. rn Initiai(s) 5.0 3,0 4.0 3.0 3,0 3,0 14001622A. AMN8 Synchro 8 Report Page 3 YEAR 2019 NO-BUILD TRAFFIC VOLUMES WEEKDAY PEAK AM HIGHWAY HOUR 2, INTERNATIONAL DRIVE & KING STRT 120A 4f8f2D15 EE [�lnrmut��p1►t<�sj,. ,.... .':.... 1; fl .-.°9�.... . .1ti t� .:,,.��.��. '..� �b � . . .: � .. ' Total Split(s) 48.0 2514 14,0 60.,0 25,0 25.0 TIItat Sptlt�"�u .:::;.....,. 541�k . 29 .. 16;T5°�a 70:6°Co- 2 , a Maximum Green(s7 40.0 20.0 $0 54.0 20.0 200 3. efiaw Aft Red Time(s) 1.0 '1.0 1 0 1.0 I'D 1 0 Total Lost Time 1-1 5.0 4,0 5.0 5.0 4,0 4.0 t eadlLag. L 1=e�d, Lead Lag Qpt�mize? Yes Yes Rocall Made. 101ax None alone Max None None 5.1 ..-...., Actuated gfCRatso s 4 _ 5s4 v W 0,57 .0.69 D,76 0.76 011 011 Ici ... .. 81.. . .ft.-21 1.3 ., . ..£)58,...... 1714 .... 3t Control Delay 21.1 a.3 183.1 53� 30.6 12.4 i Total Delay 21.1 33 1831 .5.8 3D 6 12A NQS C A .-,.. ..ry Approach Delay 17.6 74.2 17.5 Queue Length 60th(ft) 2618 21 215 107 11 0 Qutiue l ength`5tt (ft). 539"": 3. . .,.. .3 Internal L:nk Dist ft1869 2210 14 - ( ) 569 1446 Tunny kertgth eft) 325, 45i, ? r . . . Base Capacity(vph) 1032 1324 881 1885 502 480 Spillback Cap Reductn 4 0 0 0 D 0 Reduced vfc Ratio 0:.81 0.16 1.33 0,58 0.05 D.14 ,area Type Other Yle' enttt $ Actuated Cycle Length 71,9 Control Type Semi Act llncoord Paiitm v/6"R (33 .. .. .. Intersection Signal Delay'.47.7 Intersection LOS D 9 Y IPttsect} at!' Jdliza�or�8 ..1�` .. .. fC,t,[evlof. €v1csD, Analysis Penod(min)15 Volume Axed capa .fy,.,gfteu is tor$ cally,irifinte.. Queue shown is maximum after two cycles. Queue shown is maximum after two cycles, tits and Phases: 2: INTERNATIONAL DRIVE&KING STREET 1 . . Ar-.1Z � �! �� YEAR 2019 NO-BUILD TRAFFIC VOLUMES WEEKDAY PEAK PM HIGHWAY HOUR 1; ANDERSON HILA. ROAD & KING STREET 120A) 41812015 Lan®Ccnfigurattarrs X447 ( , Ideal Flow(vphpi) 1900 1900 1904 1900 1800 1900 5t"arage Length;(f1} 75, 5Q . _ (t, Storage Lanes 1 1 1 1 Tapargtit '. `. 5 25 _ _..._ Lane Utii. Factor 1,00 1.00 1.00 1,00 IM 1.00 l`Y! V t ' yyyy qis, !J''} Frt UK 0.850 F11 Proteptedatl_ N, Satd.Flow(prat) 1719 1810 1810 1538 1719 1538 1d Flow(perm) 215 1810 1810 1538 1679 1464 fi0(?f Tum on Eted .. No a Satrf Flaw(RTOR) w .. ....: .... 0,_.:.. Link Distance(ft) 1256 2649 2715 Traal'Grne.( .:,4.....:4 2 Confl Fads (#!hr) 1Q 10 10 10 Heavy Vehicles 5% 5% 5% 5% 5% 5% Shared Lane Traffic(%a) {{ }�A p -h13 15Q ;'.1,64 31$ t.ane.Group Fl#z�v(y�), 'I5� . . �6�4. 64- Enter Blocked InterseclIon No No. No No No No t ane. f� rf Left ., 00 Mediarn Width(ft). 12 12 12 Link t�fset(It) Crosswalk Width(ft) 16 16 16 i k 1 Headway Factor U0 1.00 1.00 1100 1.06 100 N U5 Nu]mpyberof Detectors 1 1 1 1 1 4 f�"G t4!l��l �PI IIp,IFA��•x(.5.,, .. ,,. ..,.. _. <..,.. 4 � :.."'.:. ....__ ,.,-., Leading Defector(It) 50 50 50 50 50 5Q all .,. . . 0 Detector 1 P�ositon(ft) 0T{ /(0� �j0 Fry0 �0 Detector 1 Type CI+Ex CI+Ex Cl+Ex CI+Ex CI+Ex CI+Ex Detector 1 Extend(s) 0.0 0.0 0.0 0.0 Q 0 D D Detector 1 Delay(s) 0,0 0,0 OA 0.0 0.0 0.0 Tum Type... prntpt „IdA.. NA pf+au . .:;fit P . . Pratecte8 Phases 1 6 2 24 4 3 f?€orrt5iff¢,PPsses .. . 6 . Detector Phase 1 6 2 24 4 4 Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 14001622A.,PMN6 Synchro 8 Report Page 1 YEAR 2019 NO-BUND TRAFFIC VOLUMES WEEKDAY PEAK PM HIGHWAY HOUR 1- ANDERSON HILL ROAD & KING STREET 120A1 402015 77777 #intrpupl Total Split(s) 15 4 75,0 00.0 25.0 25.0 20 0 Total.Spltt.(°.). 56;U°I° . .1.7°!a. . . . . Maximum Green(s) 10.0 70.0 55.0 20.0 20,0 15,0 Y" 1 i .0 All-Red Time(s) 1,0 10 1,0 110 I'D 0,0 Lost Twine Adjust{s3 'f 0.. . .:9.,t A.Q ... .D Total Last Time(s) 4,0 4,0 4,0 4 0 410 fagaA..,.. .ead Lead Lag Optimize? Yes Yes Yes Yes Yes Recall Made None Max Max None None None. wki o Flash Dont Walk(s) 11 0 Act Eget Green(a) 711'0 71,0 56,9 51.9 210 21,0 vk Ratio 0,52 0,47 0,84 0.12 0'.4:6 1.04 �ritrdl Deli T3.t3. .. : . .. 7 4.. .. . : ... 9 3 14 lti2 . Queue Delay 0,0 0.0 0,0 0,0 0.0 0.0 T�atal, elay_. X30.... _. , 2,7,4.. , 5 ,..1. 1 ...... LOS B }(Ay yy yC A D F - A6�lkp��pro�g.atch LOS � A C Queue Length 95th(it) 67 210 #710 26 156 #389 Turn Bay Length(ft) 75 200 250 l3ase,Capac iy( ptt).. . ., 318 „x;285 029 1:.2x9 Stsf ation Cap Reductn 0 D 0 0 0 0 Storage Cap Reductn 0 0 0 fl 0 0 9vfckatip3,... 124T .....; ; ..... Q =Q4„ _..._ C1jj((y;33}}cle Length:f 120 ssii fldii3',�T �AfS1✓•�E�������.�, E _..� .,,, ....e P.��,.. ...-'.... f � Ce��..S�[, f..—<.,...F�'•.e.......- .E,�..0 .,. -:, :.Z. £.:..,F,..,,eµ„.r.'.. .. .. .:..... .:1��...1..x.��. Natural Cycle 920 CdfltfOE YRS Atu, ted[tncoordttted, ...':' ..... ., E Maximum vie Ratio 1,04 Intersection Capacity lltilizatlon 70,&% ICU Level of Service C Volume exceeds capacity,queue is theoretically iaflnite CttlU ShQ1N[�l5 r(1 {3,fFFtlt7} fl2r f # 95th percentile volume exceeds oapacity,queue maybe longer. 14001622A PMNB Synchro 8 Report Page 2 YEAR 2019 NO-BUILD TRAFFIC VOLUMES WEEKDAY PEAK PM HIGHWAY HOUR 1: ANDERSON HILL ROAD & KING STREET 920A 4t812015 lits and Phases: 1.ANDERSON HILL RUAD&KING STREET(120A) �'' 304 06 14001622A PMNB Synch ro8 Report Page 3 YEAR 2019 NO-BUILD TRAFFIC VOLUMES WEEKDAY PEAK PM HIGHWAY HOUR 2: INTERNATIONAL DRIVE & KING STREET 120,4 4r812015 Lane Configurations + .. 1713 7, 397 Ideal Flow(vphpl) 1800 1900 1900 1900 19.00 190© sob Lenthft) . . . II Storage Lanes 1 1 1 1 Lane U�tiilpl.Factor 1.00 1.00 1.00 1,00 1,0.0 f1.000� c. ! "!!, Frt 0.850 0,850 F[t Proteoted, , 0, 50 D. . . .. :. v Said.Flow(prat) 1810 1538 1.719 1810 1719 1538 Satd Flow(perm) 1810 1497 377 1810 1684 1477 f fifes_.. FrtTurnprr. 0d -- , 5atd,Flaw(RTDR) 310 trfnk Seedp ) 3ra . Link Distance(ft) 1J49 2649 IUD Travei;Time(s). 3 ,0, , Col 1 Peds.(khr) 10 10 10 10 Pf. Ho'urlractor Heavy Vehicles (%) 5% 511/0 5% 6% 51/0 5% Shared Lane Traffic Enter Blocked Intersection No No No N No No Median KOO) 12 12 12 Crosswalk Width(ft) 16 111 Headway Factor 1.00 1 00 1 00 1,C0 1.00 1,00 Number of Detectors 0 0 1 0 1 1 Leading Detector(ft) 0 0 50 0 50 50 <. Detector 1 Position(ft) 0 0 0 0 0 0 R 'g {y Detector 1 Type CI+Ex w Cf: CJ yp }Ex CI+Ex C+Ex CI+Ex C1+Ex DeteatDr 1 e=xtend(s) 0.0 0;0 0.0 0,0 0.0 .0.0 Detector 1 Delay(s) 0,0 0,0 Q O 0.0 C.0 0.0 Ttr 'R _ y .pr +pt. . Protected Phases 2 3 1 6 3 11 vias sf Pari .._..': . Detector Phase 2 3 1 6 3 3 Mipirrum Initial(8) 5,0 3,0 4,0 3.0 3.0 3,0 14C01622kPMNB Synchro 8 Report Page 4 YEAR 2019 NO-BUILD TRAFFIC VOLUMES WEEKDAY PEAK PM HIGHWAY HOUR 2: INTERNATIONAL DRIVE & KING STREET 120A 4/8/2015 Total Split(s) 46.0 25 0 14.0 60.0 25,0 25.0 Totat Split€ ). .: �s t6 5°� , n.. Maximum Green(s) 40,0 20,0 8.0 54,0 20.0 20.0 All-Red Time(s) 1.0 1.0 1:0 to 110 1.0 [past Mina Total Lost Time(s) 5.0 4.:0 5,:0 .5,0 4,0 4.0 Lead jl : Lead Lag P tirnize7 yes Yes Recall Mode Max Norte None Max None Nona, Ali irtetrns #:7.. 45 s Actuated g/C Ratio 0.55 0.77 0.69 0,69 0.21 a.21. Control Delay 20 8 21 6,9 11.6 35 3 Z7.3 taie1y U Total Delay 20.8 2.1 6.9 1,1.6 353 2713 Approach Delay 19 7 11 1 2U Queue Length 50th(ft) 2 H G 83 4 16 230 82 7 3 Internal Link Dist(ft)' 1869 2559 1440 Tam, ayLet #- Base Capacity(vph) 1000 1217 407 1234 447 613 s (1- Spillback Cap Reductn 0 0 0 0 0 0 r Reducedv�REtctEr.., do 0170 0,04 0.24 D.66 0.45 D,77 Area Type: Other Actuated Cycle Length 80,9 i I, ce Control Type Semi Act Unceord Intersection Signal Delay'.19 2 Intersection LOS B I,pl�e!g,ytt�,1..Capacity li afEdeOho IGl!Leval.gF5ervrde.C. AnalysfsFleri;od(min)15 lits and Phases: 2: INTERNATIONAL DRIVE&KING STREET 12. JF— 03 s 14001622A_PMNB 5ynchro 8 Report Page 5 YEAR 2419 BUILD TRAFFIC VOLUMES - APPROVED AM 1: ANDERSON HILL ROAD & KING STREET 120A 418/2015 Large Configurations t t r " 263. .. 1,168 X93 214.... ,1,=4 698 Ideal Flow(vphpl) 1900 1904 1900 1900 1900 1900. Storage Lanes 1 1 1 1 Lane UJI.F8ctor 1,30 1.00 1.00 1,00 1,00 1.00 .; .....° ... _.._�:�$. .1;95,...._.: .. .. Frt 0.850 0.850 It pftel . .. ........ :. _6 Satd.Flow:(fit) 1719 1810 1810 1538 171D 1538 Stall Flow(perm) 358 1810 1510 1538 168€1682 1464 Satd, Flow(RTCR) t 30 1266 28 ; Link.Distance(ft) 49 2716 Conr1.Reds Whr) 10 10 10 10 Heavy Vehicles( o) 5% 5% 5% E% 5°rk 6% Sflared Lane Traffic Ln Groep Flow.iRvp } $(2. 1:243 X43 205. . 22$ l5.3.... Enter Blocked Intersection No No No No No No LOp 'tgrimept. ... Lift Median Width(ft) 12 12 12 isnk Crosswalk Widih(ft) 16 16 16 Headway factor 100 1.00 1.00 "`too 1 00 9 00 3 Number of Detectors 1 1 1 1 1 1 Leading Detector(ft) 50 50 5a 50 50 50 ]"raiiiptta (ftp Q.... Detector 1 Position(ft) 0 0 0 4 # 0 Detector 1 Type C1+Ex CI+Ex CI+Ex 0+Ex CI+Ex CI+Ex >� tefr'r 1h0itef ,. .. Detector 1 Extend(s) 0.0 0.0 .0,0 0,0 0,0 0,0 Poo Detector 1 Delay(s) 0'a 0.0 0.0 0.0 0,0 0-0 Ttrtn, pe. .... NR ptvar. .. . Prf, I?e Pha Protected ses 1 6 2 2 4 4 3 Pik 04p,134-1 .. . �... Defector Phase 1 6 2 24 4 4 M4rti'mum Initial(s) 4.0 4.0 4.0 4,0 4.0 4.0 14001622A_AMBD_APPROVED OFFICE-280,000 S.F, Synchro S Report Page i YEAR 2019 BUILD TRAFFIC VOLUMES - APPROVED AM 1, ANDERSON. HILL ROAD & KING STREET 120A 41812015 e . ..s: . . ....2a, Total Sprit(s) 15.0 75.0 60.0 26.0 25 0 20.0 17 Maximum Green(s) 10..0 70.0 55.0 2016 26.0 18 0 AF-Red Time(s �,0 1.Q 10 4D0 4;0 4 ( ) 0 10 1 0 QO Lust fteAdjusf:',(fi): 1 'U ;�;;Q 't1 . $.. ... Total Last Time(s) 4.0 4,0 4,0 4.0 . 4.0 Lead Lag Opftmize? Yes Yes Yes Yes Yes Lfeh�de Recall Mode None Max flax None None Bone W.k l is1,EIesh Dont Walk AcEffc Green(s) 71 s� ,Q 710 560 784 184 184 ` A Ratio 0,68 0.94 0.71 0.17 0.71 0.55 4 0_ Queue Delay 010 0.0 0.0 0.0 0,0 0.0 Total-Delay 183 24 495. 4 .t?. . LOSB C C A D C} ii t AR 6 1 ApProaoh LOS C $ D 312 _. Queue Length 95th A 107 #1053 484 35 214 151 Turn Say Length(ft) 75 200 250 Base Copac►fy yp.l :;n414.: .1:3;2 ... 1949 Starvat ort Cap Raductn 0 0 b 0 Q Q 0 0 fl Storage Cap Reductn 0 0 0 0 0 0 �8 `d viaRatFea:: 16 - ....... AWT >Yc:. Cycle Lengthy 120 Natural Cycle 140 �l�llr9!Type,Acfc�ates t�n�ordin�ted .. .:.. :. , Maximum vlc Ratio 0,94 Intersection Capacity Ullli�atlon 80.04'% ICU Level of Service D Alial 51h percentile volume exceeds capacity,queue may be longer. Queue shav+?n is,max1- an he Splits and Phases: 1:ANDERSON HILL ROAD&KING STREET(12tA S1 X23 04 ` i vu YEAR 2019 BUILD TRAFFIC VOLUMES -APPROVED AM 2. INTERNATIONAL DRIVE & KING STREET120A 41s12015 Lane Configuratlons tdeaP Flow(uphpt) 4.000 1000 1901 19010 1900 1-95a Storage Lanes 5.. Lane Util.Factor 4.00 1.00 1.005.... . Ta _ . 1.00 1'..00 1,00 Frt 0,850 0.$50 II P atecte .. . Satd,Flow �(p )rot 1 1840 1538 1719 1810 1719 1538 or Satd.Flow(perm) 1810 1497 253 181.0 1684 1477 I ig�t Tim ori,Red tJo. Yes Satd,Flow(RTOR) 98 Link Distance(ft) 1949 2649 1520 Travel ! . }.. , : . ...... ..._ ...e;. .. . Y_ . . 045 Confl. Peds.(#Ihr) 10 10 114 10 HHe�avy�Vehiccll}as(%) 5!0 5% 5% % 5% 'lit4�t. I ' P. '), Y r t� a .a, a i�..sv6¢r s,rkniT .rta. MH "`�Yn.4 `� �...,riµ" .u.,--,.�E ,._,.,.:.. ,.. Shared Lane Traffc(i.�e`�(°la) Enter Blocked Intersection No No No No No No Latre Aiiri' t . .. Ia11 eft, _ high Median:Width(ft) 12 12 12 Litt .. t1 Crosswalk Width(ft) 1 10s 16 Headway Factor 1 oc 100 100 1.00 1,00 1 00 to Number ofDotectohs 0 0 1 0 1 1 0,�� p( ` . Leading Delector(ft) 0 0 50 0 50 50 Tra11,f�. sgl ¢t ... �_;o.... . . . . o. ... Detector 1 Positsan(fl) 0 0 0 0 0 0 e.rsS0.,- .:5 ...._. . �5cs �__.. .,..._. :�_ . . .. Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex Cl+Ex CI+Ex � E Detector 1 Extend(s) 0,0 r3 0 0.0 G.0 0 0.0 0 Detector 1 Delay(s) 0,0: 0.0 0.0 0.0 0,0 0,0 �k % Iki+ a c l4; t trot_ perrrr3 Protected Phases 2 3 1 8 3 Detector Phase 2 3 1 6 3 3 10in1mum Initial(s) 5,0 3.0 4.0 3.0 3,0 3.0 14001622A_AMBD_APPROVED OFFICE-280,000 S.F, Synchs 6 Report Page 3 YEAR 2019 BUILD TRAFFIC VOLUMES - APPROVED AM 2: INTERNATIONAL DRIVE & KING STREET 120A 418/2015 MEntlUlTlplkt-� ). .� ...� ,Q.. Total Spilt(s) 48,0 25,0 14,0 8.0.0 25,0 25,0 a 54 °(a 29Ep , 6,5'a...7�1e1°l0 2 410 294°Iq... rQtal spat( � Maximum Green(s) 40.0 20.0 8,0 54.0 20.0 20.0 Yeoy,Tlme.( .. :. 5 0 .... . .. Et , .. :4 ..... .. All Red Time(s) 10 10 10 1,0 1.0 1.0 ltrStTkrsieRris:;(�)... . ..� : Total Lost Time:(s) 5.0 4,0 5.0 5 0 4.0 4,0 . Lead.Lag Optimize? des �'es kali iii Etenicn(s} t1:2 ..... 1 . �... ... . _ .. w.. Recall Mode Max Wane None Max Nana Ione Actuated q/G Ratio 056 0,70 0.76 0.75 012 .0,12 Control belay 22.1 3.7 4332 E.2 31,b 11,6 0 . . : . 1 Total Delay 221 3,7 4312 6.2 31.0 11 5 Approwhbela 173 2061 170 A`prph LOS Queue Length 50th(ft) 274 31 420 112 16 0 ( � # i2 63 x$64 39 rP 9 Internal.Lnkft Dist 1869 2569 1440 Base Capacity(uph) 1023 13.12 373 1372 498 497 vatGt�n Cadgtrt --...;., . _. t Spillllbba}c�k Cap�Reductn 0 0 0 0 0 0 Reduced v1c.Ratic 0.82 0,23 1.90 0.59 0,08 0.20 Area Type dither Actuated Cycle Length 723 Control Type:Semi Ac#Uncoord l}11�dX1"1,1111 ntersectton Signal Delay;119.6 Intersection LOS F pu Analysis Period(min)15 �lol . ykpeedS exp ext ,queuels ttCeor#It lq,,I, Queue shown is maximum atter two cycles . 9ft parcenUl Vt Grrn4, Ge,,, ty,Aueue',mayt3 longer Queue shown is maximum atter two eyries. Splits and Phases: 2: INTERNATIONAL DRIVE&KING STREET(! �'sl d7 03 s YEAR 2010 BUILD TRAFFIC VOLUMES - APPROVED PM 1: ANDERSON HILL ROAD & KING STREET 120A 4rse201� ORION Lane Configurations '� � � �' �* ': Ideal Flog(vphpi 1900 1900 1900 1900 1900 1900 5toraga Lanes 1 1 1 1 Lane UN,Factor 1.00 1.00 1.00 1 _. . _ .DO?,. 1.00 1.00 eil4etto -r tea : _.. .. Fit 0, 53 0.850 Said,Flow(prat) "1719 1810 1810 1538 1719 168 FItiPenitfe 0 Sant,Flow(perrn) �.._ 919 1810 1610 1538 1681 1464 .9h�, . ... . .. ._-N ili,. Satd Flow(RTOR) Link Distance(ft) 1256. 2649 2715 T 01 Conft,Peds,(#lhr) 10 10 10 10 Heavy Vehicles(°10) 5% 6% 5°/0 5% 5119 5°l0 Shared Lane Traffic ... 2 . . .: 7i� Enter Blocked Intersection No No No No No No .a 9 t. Median Width(ft) 12 12 12 Crosswalk Width(ft) 1.6 16 16 Headway Factor 1 00 1.00 1.00 1 00 1 M 100 Tum.lr sped m fiy,. :� r,.. a , ,: ._�� ': s�..._s, ,.... ._ .... ... Number of Detectors 1 9 1 1 1 1 DA. rB,, lute Leading Detector(ft) 50 50 5D 50 60 50 Tradan Datec1or 1 P�oysittionw(ft) [[n0n, {0'' (C'0 0 [F��10d' Nil" 6 .... __ . Detedtor 1 Type CJ+Ex CI+Ex CI+Ex CI+Ex U+Ex Ci+Ex D, r 1 C0e1.. Detector 1 Extend(s) 0,0 0.0 0.0 0.0 0,0 0 0 Detect z for 1 Delay(S) 0.0 0.:0 O.'0 0,0 0.0 0.0 Trn.Type .. :.: prnkp.. . , ptov, .,.Prot... . !> _. . ,. .. Protected.Phases 1 S 2 24 4 3 8 ...r, Detector Phase 1 5 2 24 4 4 Minimum Iritial(s) 4.0 4,0 4.0 4.0 4,0 4.0 14001622A PMBD_APPROVED OFFICE-280,000 S.F, Syrrchro 8 Report Page 1 YEAR 2019 BUILD TRAFFIC VOLUMES - APPROVED PM 1. ANDERSON HILL ROAD & KING STREET 120j 41812015 M�n�mur Split(s 0. .. .: _.. (S.. t3 ... . . "total Spilt(s) 15,0 75.0 60.0 26,0 25.0 20,0 Tagil :l3C�t,(�lo) 2s ` 625.E 5[1# 7c 20 Maximum Green(s) 1�0 70 0 55,0 20.0 20.0 18,0 Tim (s}, U 4 41, l) . .. . All-Red Tines 1,0 10 1.0 1.0 IX 0. i rsst Ttrrte At1ly Total Lost Time(s) 4,0 4,0 4,0 4.D 4.0 LeadtLag dead... Lead Leg Optimize? Yes Yes Yes Yes lies Recall Mode None Max Max None Alone None Flashy Dont Walk(s) 110 Act Eftot Careen(s) 71.0 71,0 56.9 819 21.0 21,0 Wo Ratty 0.65 0.50 1.00 0.14 0.47 1,04 39 t'i 104 Queue Delay l).:0 0 0 D.0 ..0,0 O>a 0,0 Total'Delay9� a 50 6 Z 10 2 , LOS C R D A D F ppmach,illay1` 79.8 ...2,4 Approach LCIS B D E 9. 721 Queue Length 06th(ft) 114 228 #937 31 160 #389 .. . ...z.Fx .._. .._..... Tur�n�Bayt Length�(ft) 75 200 250 Starvation Cap Reductn 0 0 0 0 0 0 Storage.Cap Reduotn 0 0 0 0 0 0 Cycle Length:120 � Ukyle tR 1t7Q, . Natural Cyoie:150 Maximum We RatiQ 1 04 frttersect��,n��I,��`Nl30,1b", 4Q knte€sec " LO D 3 Intersection Capacity Utilization A.3% ICU Level of SerVice D Volume exceeds capacity,queue is ttaorefically infinite "S M1S MOX€hunt after too cycles. , # 95th percentile volume exceeds capacity,queue may be conger. t�;:%eue shown is iriax(mum afiter,t�ta cycles.. 14001622A PMBD APPROVED OFFICE-280,000 S.F, Synchro 8 Report Page 2 YEAR 2019 BUILD TRAFFIC VOLUMES -APPROVED PM 1: ANDERSON HILL ROAD & KING STREET Q20A) 418/2015 S°II s and Phases: 1:ANDERSON HILL ROAD&KING STREET(1�OA) . �3. Y 06 Pill 14001622A_PMBD_APPROVED OFFICE-280,000 S.F. Synchro 8 Report Page 3 YEAR 2Q19 BUILD TRAFFIC VOLUMES - APPROVED PM 2: INTERNATIONAL DRIVE & KING STREET 120A 402015 Lane Configurations ' ` I t 7s Ideal Flow(vphapl) 1900 IM1900 /0y 1900 1900 1900 1 Ft P89i x 'L .. ,... !{V .. ...., s Is ...25Q Storage Lanes 1 1 1 1 Lane Wil.Factor 1.00 1,00 1.00 1.00 I'm 1.00 Pfd Bifte Factor . . 0,, 7 . tfl0 i 98 p.OB Frt 0,850 0.850 FIt Protected 0 950 4. 50 Satd.Flow(prat} 1810 1538 1719 1810 1710 1538 Satd. Flow(perm) 1810 1497 293 1810 1684 14 iii 1eritte . . . 0 $ t1,950 (p ) 77 es (�ltttTurn on R'ed. Iia Y . .. . _ - Satd, Flaw(R70R) 310 �:^3 Link DI ���� "� � ` e(ft) 1949 2649 1520 Distance . 1 10 Conf�Peds,(#Ihr} 10 10 0 � Heavy.Vebicles(%) 5% ° 5% 5°(° 5% 5% A $V Elovw+k h Shared Lane Traffic Lat�er�up F1avpt ,- 1C) '� ,'.. Enter Blocked Intersection No No No No No NO LareAl� timen (-$ ... RE : Mediate Wtdth(ft). 12 12 12 ss >Fmk Clffset�ft� „ . 0 Crosswalk Wldtlt ... (lt) 16 16 16 wy Headway Factor 100 100 1.001100 100 100 ji Number ofDetectors0 0iL 1 0 1 1 [ r, 78re�ptat ..6....�'} s's .` ....x. S k,P”:_.....�,.0 Leading Detector(ft) 0 fl 50 0 50 50 T-TDetector0o fl 0 0 0 l i'o .� }..p sitlon(ft} 0 0 ft' tei 1,Siz (t) Detector 1 Type CI+Ex C1+Ex C1+Ex Ct+Ex CI+Ex CI+Ex Delector 1 Extend(s) 0.0 0.0 D1.0 off 0.0 0.0 ON Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0,0 0 0 Tt�m Type Protected Phases 2 3 Detector Phase 2 3 1 6 3 3 Minimum Initial(s) 5,0 3.0 4.0 3.0 3.0 3.0 14001622A PM317_APPROVED OFFICE-280,000 S.F, Synchro 8 Report Page 4 YEAR 2019 BUILD TRAFFIC VOLUMES - APPROVED PM 2: INTERNATIONAL DRIVE & KING STREET 120AJ 4812015 101 111 low lvlinEmuFn Split{sj Total Split(a) 46,4 25,0 14.0 6D.0 25.0 25.0 54'.4% 29.49b ,16;5% .70.3%c 2%4 Maximum Green(s) 40,0 20.0 8.3 54.0 20.9.1 20 0 Yklow "TIM .C5 All-Red Time O 1.0 1.0 1 Q 1.0 10 10 , r0 . . Total Last Time(s) 5.0 4,0 5,0 6.0 4,0 4.0 Lead a ba - 1 cad Lag Optrmize Yes Yes Recall Made Max NoneMiane Max None Nora: Actuated g(G Ratio CA9 0:76 U,65 0.65 0.25 0.25 Control Delay .26.6 2,2 9 9 13,5 HA 106.4 046 jTotal Dslay 26,6 '2,2 9.9 13 5 391 106.4 c Approach Delay 24.6 13 4 BS.2 Queue.Length 50ih(ft) 301 6 26 245 144 305 laternal Link Dish Queue Lengfh_� - - t(rt) 189 2569 1.440 P' .. 883 1128 34.0 1171 4� ' . Tura€Say L�rtg ��}._.. .. _.�e�.. . ��� 2 - Base Capacity(vph) 24 598 a>nn Cap ddid r� 0 .w. ..� . .. .,. .:, �...,.... . ... Splllbaek.Gap Reduotn 0 0 0 0 0 0 Reduced pWoc Rkin Or 9 6,06 03. -.j... ...... :.. .. _. . .42 0.69 0,70 1.15 Area Type Other iali Actuated Cycle Length 85 Control Type Semi Act-U`nobord lal IT, Intersection Signal Delay 410 Intersection LOS D Irt°ForrL, i# tJtEizatlarr7 °�.... .., _.... ICll,fve)of„Serncef . Analysis Period(min)15 Queue shown is maximum after two cycles # .95th percentile ai10En excextapa5ty,. eu rn�y lohger Queue shown is maximum after twoeyeles. Sins and Phases! 2:iNTERNATIONAL DRIVE&KING STREET 12C \6 YEAR 2019 BUILD TRAFFIC VOLUMES - PROPOSED AM 1: ANDERSON HILL ROAD & KING STREET 1208 418/2015 Lane Configurations ' 715 196 ' Ideal Plow(vphpl) 1B(}0 1900 1900 1900 1940 1900 . . Storagia Lanes 1 1 1 1 Lae lJt L�Factorft) 1,00 1.00 1.00 1.00 1.25 .. OQ 1.00 Frt 0,850 0,850 fit"Protected t195 m`., .. . 954 5atd,Flag(Prot) 171 g 1810 1810 1538 1719 1538 Satd,Flaw(perm) 349 1810 1810 1538 1682 1464 5atd Flow(RTOR) '�a . .... .. ." ." �: .. Link Distance(ft) 1256 2648 2715 Traval,Ttrrte Confl,Peds.(#Ihr) 10 10 10 10 ( Htr F3Gtot. . 0:94. {}': 4" " 6:94 4:94. .. S 0.94 Heavy Vehicles(°l°) 51/1 5% 5% 5% 5% 6% dt Ftaw.(�p ). X80 ( a9,. .. 20 ,,,.. : 2 . .. ... ...:,.... Shared Lane Traffic Lar►e,Gfoup_ lauvph} , 284. ...1f) 8. . ..._ 1 .. .. .2f) ,. . 1 .... .. Enter.Blocked Intersection No No No No No No Median.Width(ft) 12 12 12 E Crosswalk Width(ft) 16 t 16 Haadway Factor i.00 1.00 1.00 1,00 1,00 1400 - Number of Detectors 1 t 1 1 1 1 Leadirig Detector(ft) 50 50 60 60 50 Detector 1 Position(fl) 0 [0 0 4.2 Cf`egr ( ize ) . 50 ��•� r �1 r Detector 1 Type CI+Ex C1+Ex CR-Ex C1+E,X CKEX Ct+Ex Detector I Extend(s) D.0 0 0 0.0 0,0 0.6 0-0. o ... o , " Detector 1Delay(s) 0.0 0.0 0.0 0 o 0.0 0 0 P Pu�CYPB _tA.... tov Prot.. erm ted Phases 1 6 2 24 4 3 Detector Phase 1 6 2 2 4 4 4 Minimum Initial(s) 4.0 4.0 4.0 4 0 4.0 4,0 14001622A_AMBD_PROPOSED RESIDENTIAL-110 HOMES Synchro 8 Report Page 1 YEAR 2019 BUILD TRAFFIC VOLUMES - PROPOSED AM 1: ANDERSON' HILL ROAD & KING STREET 1208 418/2015 3 ....za W Total Split(s) 15,0 75k 6:0,0 25,0 ,25.0 20,0 3QF�°Ta 20$°fa 17%- Maximurn Green(s) 10,0 70,0 55,0 20.0 20,0 18.0 Yelior- Irne 2 0 All-Red Time(S) 1,0 1.0 1.0 1.0 1 0 0.0 Lust"Tithe M1 'if, Total Last Time(s) 4.() 4.0 4,0 4.0 4,0 ... ;_...... . fag. ..... ... 9. I . Lead-Lag 00mize? Yes lies Yes Yes lies Recal I Mode None Max Max None None N pp erre G : Flash QantWallc Act Effet Green(s) 71.1 71,1 56.1 77.2 171 17.1 R 06 V/Q Ratio 0;68 0:61 072 0:1.7 0.66 0,59 Queue Delay. 00 0,0 0.0 0.0 0.0 0.0 T,ptl[flay , 8 f:5 7 .....20 2 2 5 4 LOS BB C A Approach LCIS B B D Qb 07 Queue Length 95th(ft) #114 680 506 M 190 151 Turn Bay Length(ft) 75 200 250 4 1 7, ...!{1 ..., . �5�., ... 37� . .. 319.. ;: Starvation trap Reductn. 0 0 0 0 0 0 r Storage Cap Re}dFuctn }� 06 0 00y ryp0 �0j D e 1� - Cyeie Length.120 Natural CycleL 90 Maximum vfc Ratio:D.8"1. . Infaclitt,SI0a1aTy 2CYb7. :rv. ;.; : lnteretrL(]S ... Intersection Capacity'U^tiiltzation 72.7% ICU Level of Service C # 95th pereendl volume exceeds capaGty queue maybe longer. Splits and Phases' 1:ANDERSON HILL ROAD&KING STREET(1 A) 4 t06 YEAR 2419 BUILD TRAFFIC VOLUMES - PROPOSED AM 2: INTERNATIONAL DRIVE & KING STREET (122A) 41812015 Lane Configurations ` ao.. ., o . 725 3 a .,. ..�. v .. Ideal Flow(vphpl) 1900 1900 1946 1900 1900 1900 Storage Lanes 1 1 1 1 TaPsr t eng ( : 5 .. ,... .. Lane Wit.Factor 1.00 1.00 1.00 1,00 1,00 1.00 Frt 0.850 0.850 taled.... . .�.. 095(. f4:95! Said Flow(prat) 1810 1538 1719 1810 1719 1538 F!t Satd,Flow(perm) 1810 1497 249 1510 1684 1477 Rh>Turrt,ora Eeda - Sattd.Flow(fRTCR) i 120 L4nk Distance(ft) 1949 2649 1520 Confl Pads (#/hr) 10 10 10 10 Pakh#dilrF�ct4t�(...... ... ., ....... } ..s:.: t .. ... Heavylvehicles 5% 5°!a 5% 6% 5%6 5% l20 .,. ,,> Shared Lane Traffic..(%) Enter Blooke�d Intersection No No No No No No. Lane Altgrlrltentr, 1�eta Right Ls .. Left ;F09)tfi Median Wdth(ft) 12 12 12 �Ini .Qst(ft). 0 < 0 Crosswalk Wfdth(ft) 16 16 16 TfMp�Y�Y Last,�wXrn�Lane s Headway Factor 1.00 1.00 1.00 1.00 1.00 100 Numherof Detectors 0 0 1 0 1 1 !Plot0,.. Leading Detector(fl) 0 0AQ 5t} 0 60 50 Detector 1 f osition(ft) 0 D 0 0 0 0 in Dete=co(r q1 Type Ct+Ex CI+Ex CI+Ex CI+Ex C1+Ex CI+Ex l?�i �4 I, ,60" ,l r Detector 1( Extend(s) 010 � 010 0,0 0,0 0,0 0.0 De�rPa ..;,.L ) .. ..... ... , Detector 1 Delay(s) D,O 0.0 0 0 G'0 0.0 0.0 Protected Phases 2 3 1 6 3 f?Yftf`d Phaas Detector Phase 2 3 1 6 3 3 Minimum Initial(s) 5,0 3.0 4.0 3.0 3.0 3.0 14001622A AMBD_PROPOSED RESIDENTIAL-110 HOMES Synchro 8 Report Page 3 YEAR 2019 BUILD TRAFFIC VOLUMES - PROPOSED AM 2: INTERNATIONAL DRIVE & KING STREET 120A 41812015 lirmurtl,Spir: } _.::.. . .4,1� ryry g. .. :. Total Split(s) 46.0 25,0 14.0 60,D 25,0 20 0 04 Max;mum Green(s) 40.0 20,0 8,0 54.0 20,0 20,0 All Red Time(s) 1.0 11'0 1 0 10 10 1.0 Total Loam Time(s) U 40 5.0 5 0 4.0 4,0 L eatLag Ing. t dad.. .. Lead Lag Optimize? Yes Yes el;tixtensipn Cgl. 0 2 (t 3 r7.. ^3{l Rer,all Mode :Max @lora krone Max None None It Effct been(sj..' . .Q 5 8 . ,, .El 5a D Actuated grC Ratio 0..56 0.70 0.76 0.76 012 012 yie Rata Control Delay 22,6 3,2 220.7 6.4 31,5 11,2 Tib J....... .. ... ..: _ ..,_.. ..;. Total Olay 22.6 3.2 220.7 6.4 31.5 1.1.2 �5 P. .. A . . Approach Delay 18,5 907 17 0 Length `50th..f... 278 2.2 2 � B 1 0;` Queue Len g 44 916 20 0 l"en t-0, � # &S Internal Link Dist(ft) 1869 2569 1440 T 9019 13 ' .... ..:. .. ..... :° , Base Capacity(upb) 07 369 1367 495 511 ,�f � �R, uatr . Splllbaclt Cap Reductn 0 0 4 0 0 0 f > p�.�. �y} _........ Reduced Wo Ratio 0.,83 0.'17 1,41 0.59 0.10 0,23 Area Type, Nher Actuated Cycle Length 72,13 Control Type:S'erni AcWncoord Intersection Signal Delay:55.9 Intersection LOS:E ICS ta?�ei MOP";': 1.rltersectwrrCapac�+,1Jt(Ir�atron,80S°� ..: . .._.. :. ; Analysis Period(min)1&_ Queue shown is maxImu€n after two cycles. .9'�tft� rriett? rxrds oapajty,que{e may heConga„r, Queue shown Is maximum aftertwo cycles. lits and Phases: 2: INTERNATIONAL DRIVE&KING STREET{'120A X"0 l tJ 03 n YEAR 2019 BUILD TRAFFIC VOLUMES - PROPOSED PM 1: ANDERSON HILL ROAD & KING STREET 129A 41812015 Lane Configurations 14 VON! 6 Ideal Flow(vphpl) 1900 1900 1800 1900 1900 1960 Storage.Lanes 1 4 1 Taper �►.�t:�._.. -.,'�5. .... . .. ...�v. . .. Lane U.frl.Factor 1.DO 1.00 4,00 "1,00 1.OD 1.00 PMile Frt 0.850 0:1850 Said.w�cted. ...� ..�... a.�.... .._...,, ow(prat) 1715 1810 1810 1558 1719 1538 It Per i itt6d...:._;. .. . Satd.Flow(Parm) 186 1810 1810 1538 1679 1464 .. F�Fghtum on led fVs� fro Satd.Flow(RTOR) Lit1k Sp ed.(Mp 1 Link Distance(ft) i . . 1235 56 2649 2715 Ccnfl R1me( } 5 5 ti D n . (#/hr) 14 10 10 10 i.PeaFltaur_Fai;toF .._ ........D 96 Cl Heavy Vehicles(90) 5% yy504 5% 5�I/flg 5% 5% Shared Lane Traffic °/©) LaneCuplayy{++P...)....... . . ;54..y. ,1 3 Enter Blocked Intersection No No. No No No No: Median Width(ft) 12 12 12 hm Crosswalk Headway Factor 100 1,00 1,00 1.00 1.00 1100 45 Number of Detectors. 1 1 1 1 1 1 Leading Detector(1t) 50 50 5D 50 50 50 t) T,ralhngiE�t� toi 0 D Q Detector 1 Posltion(ft) 0 D 0 0 0 0 Ltew)o 1 Std SO 5456 , 56 60, 5ti . . Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Ci+Ex Z t 3 Detector 1 Extend(s) 0'.0 0 0 (}0 0,0 0.0 6 0 ..,.... O _.._. �. Detector I Delay(s) 0,0 0,0 0.0 0,0 0,0 0.0 Protected Phases 1 6 2 24 4 3 Detector Phase 1 6 2 24 4 4 Minimum Initial:(s) 4.0 4.0 4.0 4.0 4.0 4,0 14001622A„„PMBD_.PR0P0SED RESIDENTIAL-110 HOMES Synchro 8 Report Page 1 YEAR 2019 BUILD TRAFFIC VOLUMES - PROPOSED PM 1: ANDERSON HILL ROAD & KING STREET 120A 418015 Total Split(a). 15.0 76,0 60:0 25 D 2510 20.0 Tota[ Maximum:Green(S) 10.0 7.0.0 650 20.0 20.0 18,0 All-Red Time(s) 10 10 1.0 1 f? 1.0 0,0 Total Lost Time(s) 4,0 4.0 4.0 4.D 4.0 Lead-Lag Optimize? Yes Yes Yes Yes Yes VshrcleExtensx ( }...,. 3g 3fi.. .. Recait Mode None Max Max None none None Walk Ii "(s) 5{� FIS Dort Walk(s) 1t 0 Act Effct Greens 71.0 710 55:8 8 »��gs�ln�fa�_Calfs f1�) 0 i l 19 21,0 X10 :..53 v!c Ratio 0.56 0.51 0.86 0112 0.47 1.04 �NF�f;l7efay, (queue Decay 0.0 0,0 0.0 O D 0.0 0.0 T,6 f., 1;tZ . .. '$2 .. i29 2 2 3 $....101 2... LOS 16 A C A D F f? L]ela}r 9 25 79 7..... . Approach LOS A C E Queue Length 955th(ft) 82 235 #746 27 1612 #388 ifr05 DO 2 ,_.... Turn Bay Length(ft) Y5 2 5 (0} }E Er.��„�„a Starvation Cap Reductn 0 0 0 D 0 0 � a �� r w m {n� l .t x�.>..�_,.� T4 .�n»om'3'sre:,-:. Storage Cap Reductn 0 0 0 0 0 0 a Cycle Length 120 Natural Cycle: 130 Qf1tTpy�3$ 11C�11COQilff ... Maximum vtc Ratio:1.04 10etiri Signaf teiay1. ltrtetsatinr I�C3S C..... ; Intorseetion Capacity Utilization 72,5°/m ICU Levet of 5ervilce C vo:lurrte exceeds capacity,queue istheoreticallyinflnite- i g ;' .,.. . . .3 # 95th percentile volume exceeds capacity,queue maybe t€rnger. 14001622A PMBD_PROPOSED RESIDENTIAL-110 HOMES Synchro 8 Report Page 2 YEAR 2019 BUILD TRAFFIC VOLUMES - PROPOSED PM 1; ANDERSON HILL ROAD & KING STREET 120A) 41812015 $ lits and Phases: 1:ANDERSON HII-L ROAD&KING STREET�420A) Iz4 �6 14001622A_PMBD_PROPOSED RESIDENTIAL-110 HOMES Synchro 8 Report Page 3 YEAR 2019 BUILD TRAFFIC VOLUMES - PROPOSED PM 2: INTERNATIONAL DRIVE & KING STREET Q20A4/812015 Lane Configurations ' ....680. Ideal Flow(v h f 1900 1900 1600 4800 1900 190D I� l�) ttraga Lrngh`f1t , Storage Lanes 1 1 1 1 Taper Lenge tea 75 m6._._.... Lane Util.Factor 1.00 1.00 1.00 1.00 1,00 9.2 Frt0.850 0;850 Flt ............. Satd,Flow(prat) 1610 1538 1719 1810 171.9. . 1538 S.atd,Flow(perm) 1810 1497 323 181:0 1684 1477 %q..Tarn On Red No::: Satd.Flow(RTOR) 310 L� Sped.(mpt�} Link Distance(ft) 1649 2649 1520 Confl,Peds,(Mr) 10 10 10 10 ekHouYFtt;. „ :, .._.., : €._..:: .84... ._ 4. ..484 Heavy e rg_�`IFyfticl�elS(°x°) pt5°IYyOv 5% 5iC}% (p5°�[��[ 5�iry`9T r}5% mi Shared Lane.Traffic Enter Blocked Intersection No No NO No No No �8rie AJ ft .t. Left .:R90t. Left left Median 1flr!dth{ft) 12 12 12 Crosswalk Wldth(616 16 1 Headway Factor 100 100 100 100 100 100 Turnip° 5 sed, m � Number of Detectors 0 .0 1 0 1 1 FOetefa 7e0? ..fe . . . .; Leaden Detect a 8 Pa 9 for(ft) 0 0 50 0 50 50 Detector 1 Position(ft) 0 0 D 0 0 .0}..... 56..... . Detector 1 Type CI+Ex C1+Ex CI+Ex CICI+Ex CI+Ex t7Etctr Chappel.... .. .. Detactor 1 Extend(s) G00 0 0.0 0.0 0.0 #7 0 Debtor 1Delay(s) 0,0 0,0 0.0 0.0 0.0 0.0 Tarr} Yla ,.,.... ., Protected Phase's 2 3 1 6 3 Prm)tte0hses .. 3... Detector Phase 2 3 1 6 3 3 Minimum Initial(s) 5.0 3,0 4.0 3,0 M 3.0 14001622A_PMBD_PROPOSED RESIDENTIAL-110 HOMES 9ynchro 8 Report Page 4 YEAR 2019 BUILD TRAFFIC VOLUMES - PROPOSED PM 2: INTERNATIONAL DRIVE & KING STREET 120A 418/2015 Total Spllt(s) 46.D 25.0 14,1) 6D.0 26.0 25.0 TUI Sit("la Maximum Green(s) 40,0 2Q.0 Bb . 54.0 200 20 0 51, All-Red Time(s) 1.0 1.0 1.Q 1.0 1,0 1,0 Lo st Tm91,RdJusti,:(s 1 Total Lost Time(s) 5.0 4,0 5,0 5,0 4.0 4.0 S 0a LeadfL' La ���� Lead-La O y 9 Optimize?.timize,� as Yes 11f1t .')*#:tension(s). 02 '0 4 2 Recall Mode Max None Mane Max None None Actuated 91C Ratio 0.51 0.74 067 0.670.22 0 22 4'f16" , p:4 Q$7 Control Delay 243 Z2 9.5. 12,2 351 3.12,5 Total Delay 24.3 .2.2 9.5 12.2 35.1 32,5 Approach Delay 22.3 11,8 33.3 approach L08 C B C Queue Length 60th(ft) 301 6 29 245 10C 101 Internal Link Dist(ft) 1869 2569 1440 Ttr .BxyLen9 � 2 �, Q Base Capacity(nph) g1$ 1171 369 1215 440 60g n CpFerAOn E7 �. �. . 0, illba p p cit Ca Reductn 0 0 0 0 0 0 Red'uoed v!c Ratio 1,76 0;0 6 06 0,43 0„67 0,50 0.83 Area Type: Other Cycle Ler1Q�?,',6,6 Actuated Cycle Length 82.2 Control Type:Semi Act Uncoord iE interseclion Signal Delay,21.4 Intersection LOS C le��erse�icp�.C�paclty�itfiliz�tiop�,65;�°� .. 1CI�Leye("fl�;aetVice� Analysis Period(min) 15 # 9,6fh p rceritife.ratur a axeeeds.c..PW y,t�ueu�may"be.:langgF. Queue shown is maximum after two cycles, its and Phases: 2: INTERNATIONAL DRIVE&MNG STREET(I OA 02 s 14001622A_PMSD_PROPOSED RESIDENTIAL-410 HOMES Synchro 6 Report Page 5 Vel SIGNAL OPTIMIZATION YEAR 2019 NO-BUILD TRAFFIC VOLUMES WEEKDAY PEAK AM HIGHWAY HOUR 1: ANDERSON HILL ROAD & KING STREET (120A 41812015 X83, 1C)11. Ideai Finw(vphpl) 1900 1900 1800 1900 1900 1900 Storage Lanes 1 1 1 1 Lane Util,Factor �D 1.00 100 1,00 1, _ Ta 1.es lMen th . 00 1.00 Frt CI.&5C) 0.85.0 Satd Flaw(prof) 1719 1a10 1810 1538 1719 1538 Fkfentled D 2 (I sats Said F'".(perm) 397 1810 1810 1536 1670 1451 R1 `i Titm o ..Re .... 1 Satd Flow([ TOR) LIOk.SPew,MO Link Distance(ft) 1256 2649 2715 Travel_Tirne fr 6t 7 Confl.Peds (#)hr) 10 10 10 10 Psa} Hour Factor... x:94 {)94 {): 4...... Heavy Vehicles 5% 5% 6% 5% 5% 5% Shared Lane Traffic(�o) laneCropPl"low.( ?h374 Enter Blocked Intersection No No. No No No No an�o.AltgnmeYlk:... ... ,. _.... L�1t Lefk ked_`..Rt► e .... 31ght _... Median Width(ft) 12 ,..m...12 - 12 Link Crosswalk Width(H) 16 16 16 Twg wily Left Turn�an�, T Headway Factor 1 00 1.00 1,00 1,00 1 00 100 Turning �ee ,tnph�)..... Number of Detectors 1 1 1 1 1 1 Leading Detector(ft) 50 50 50 50 50 50 Detector 1 Position(ft) 0 0 0 0 0 0 €derSCI. .....` ..... . 0 ,..,,�. 50.a.... _ Detector 1 Type CI+Ex CI+E.x CI+Fx Gi+'Ex CI+Ex CI+Ex ji Debi. 1tlatrret Detector 1 Exte d(s) 0 0 0.0 0.0 0,0 0 0 0.0 Detector 1 Delay(.$) 0.0 0 D 0.0 0.0 0'a 0.0 TTYp .... ... ..... .m . .. rapt ... . Protected Phases 1 6 2 24 4 3 Pql mlttetl Pdosas ..._... z � 6 �'.� • ... . .4.....`'..... -< .. Defector Phase # 6 2 24 4 4 Wni.mum Initial(s) 4,0 4.0 4,0 4,0 4.0 4.0 14001622A AMNB-OPTIMIZATION Synchro 8 Report Page 1 YEAR 2019 NO-BUILD TRAFFIC VOLUMES WEEKDAY PEAK AM HIGHWAY HOUR 1 : ANDERSON HILL ROAD & KING STREET 120A) 418/2015 Via, 0.0 . Tota I � Split s 10,0 80.0 610 20 0 20 0 20.0 Mi6 6 u �1Ffig 9.0 _ 5.8%, , 7°O, :5{3;8°/c , I ,; ¢ Maximum Green(s) 14.0 75.0 56.0 1&0 15,10 18.0 "',44,1 4.... . All-Red Time(s) 1.0 1.0 10 14 1,0 0.0 Total Lost Time(s) 4,C 4.0 4.0 4.0 4.0 LeadtL.ag lead aag ,. ... lag cad. Lead-lag Optimize? Yes Yea Yea 'Yes Yes Veh,idx#enron,(s} :0 :IVI. . 3 0 0 0 3 0 Recall Mode done Max Max Nene None Nene ?1. Irna O fid. . Flash Dont Walk.(s) 1 P01An Qatis"�(#1#1r) >. Act Eli Green 76.0 76,0 58,4 78.0 15.6; 15.6 c00 g1G vlo Ratio 0.58 0.78 0.68: 0.17 4.74 0,67 � $& . ...12 t, Queue Delay 0.0 0.0 0.0 0,0 0,0 0,0 .a z 1. 'a . LOS A B B A E E P4.brr°Dela Approach LOS S B 1= 3 g Queue Length 95th(ft) 66 590 .446 45 #225 #176 Turn Bay Length(ft) 75 240 250 B'9ejalty€?� ).,, 602 13&1„ Starvation Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Cycle Length 1220 f g 3 Natural Cycle 90 GQi1it1! t Maximum vfc Raft,0.7a Intersection Capacity Utilization 70,6% ICU Level of Servioe C # °Wh percentile volume exceeds capaaity,queue maybe longer. QUuef1a!rn[s tzlaxirnurn aft 'r fwp.c}i>le , , , tits.and Phases: 1:ANDERSON HILL ROAD&KING STREET( 20R y� 1 1 :es23 64 �6 YEAR 2019 NO-BUILD TRAFFIC VOLUMES WEEKDAY PEAK AM HIGHWAY HOUR 2. INTERNATIONAL DRIVE & KING STREET 120A 4ra12015 Lane Configurationsi. q} .42. - Ideal Flow(vphpl) 1900 1900 1900 1900 19D0 1900 oo Storage Lanes 1 1 1 1 Taps 'ength:(ft)_.. 2525 Lane UtIl,Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 It Prot� fed. r � . Slra.td.�Flow y{p(prot) 1814 1538 1719WWII 1810 �A1.715 1538 �lt I�ertr�itted S.. f_. .:.,.� Satd Flaw(perm) 1510 1495 193 1910 1573 1379 .. '� Satd,Flow(RTOR) 69 Link Distancett1949 .... 3 .... 0 ( ) 1948 2649 1520 Confl.Peds. (uhf( ) 10 10 10 10 PeaIC tix r,EaCar. . p'90 Heavy Vehicles °la 5°lo 5% 5% 5%ry 5% 5°x'0 JF !WP,h;�a,..: .o ... ..._..__. ..u... .. Shared Lane Traffic Enter Blacked Intersection No No No No No Na in Median Width . � 9 . (ft) 12 12 12 Crosswalk Width(ft) 10 16... 16 TT HeadwayFactor 1,00 10 woa [ett trtan .... ... . Oa 1.00 1.00 1 00 100 5 .-..,..._. -. .._: 15,,...,. . Number of Detectors 0 0 1 0 1 1 e ? )rtv . Leading Detector(f#) 0 0 50 0 50 50 10 - DeteGtor 1 R1 .) sition(ft) 0 y0 0 0 0 0 Detector 1 Type GREx CI+Ex CI+Ex CI+Ex C1+Ex Ci+Ex .,E .. .. ............. Detector 1 Extend(s) 0.0 0.0 0,0 0.0 0.0 0 0 41 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0,0 0.0 off..... * lA... .. 'r�t Purr TOO TYPe ;:"NA . Protected Phases 2 3 1 6 3 Detoctor Phase 2 3 1 6 3 3 Minimum Initial(s) 5.0 3.0 4.0 3.0 3.0 3.0 14001622A AMNB-OPTIMIZATION Synchro 8 Report Page 3 YEAR 2019 NO-BUILD TRAFFIC VOLUMES WEEKDAY PEAK AM HIGHWAY HOUR 2: INTERNATIONAL DRIVE & KING STREET '120A 4i812015 IEtllmuin,Spll#;6) 11 1 . .... 0 .....rt 0, .. .....9I41, _......: . Total Split(s) 60,6 9.0 26.0 76,0 9,0 9,0 . 1Q', °f.. IR S/a Maximum.Green(s) 44,0 0 20.0 70.0 4.0 4,0 Yeilow;Tie All-Red.Time(s) 1.0 10 10 1.D 1.0 10 ot,TimeAdust( _... Total Last Time(s) 5.0 4,0 5.0 5.D CO 4 0 L�adj> Laad-Lag Optimize? Yes Yes Al �xfens►gr�.(s� Q, . � �.o v� 6 �c� . Recall Mode Max Notre None Max None None Gt EFcf creert Vis) 46 29 2 71 Q 710 . 0 5x0wrl Actuated g1G Ratio 0,53 HO 0:.84 .0.84 0.06 0 06 VIC Ratio oar :fl4 err a;� .. . .. oaf_ . Control Delay 29.9 7,1 50,0 3.6 462 21,6 Total Delay 20.9 7.1 50.0 3.6 45 2 21.6 Approach Delay 25.2 215 28.3 dF - A..,....e,..,.... .. ... Queue Longih 50th(ft) 372 42 1N 81 14 0 Internal Link Dist(ft) 1869 2569 1440 Tarp Base Capacity(uph) 962 902 538 1511 101 146 Spillback Cap Reductn 0 0 0 0 0 0 a� .? u ..,m . . .. . � a,. . ? , .. _... .. Reduced vic Ratio 0;87 0.24 0.94 0,53 0.27 0,47 Area Type: Other Actuated C'yele Length:85 l�eC1��a�Gydex,90 ._.. . Montrol xlintartayvlc Ratol 0 Actg ncoord Intersection Signal Delay:-23.4 Intersection LO&C Analysis Period'.(min)15 , SEperget)tlle,boiL excs capacity,guee?may Iarrger b Queue shown is maximum after two cycles. Splits and Phases: 2: INTERNATIONAL DRIVE&KING STREET(1 A) �`pl AZ _ J' Z3 6 14001622A AMNB-OPTIMIZATION Synchro 8 Report Page 4 YEAR 2919 NO-BUILD TRAFFIC VOLUMES WEEKDAY PEAK PM HIGHWAY HOUR 1; ANDERSON HILL ROAD & KING STREET 120A 4/812015 Lane Configurations ` V ,fum .....,829 , ,. 44.. . 1;a7 X05........ fps .: Ideal Flow(uphpf) 19(70 1900 1900 1900 1900 1900 tga°r'aW,Lengtft eft) _75 200 250 0 5tarage Lanes 1 1 1 1 th.:f# _.� . .. ._.... Laine UtiI. Factor 1:00 1.00 I 1.00 1.00 1,00 'kt3t#? Frt 0.8.50 0,850 0;950 , Satd.Flow(prot) 1719 1810 1810 .11531&1 ' .� - 171 1538 ° ,i,Rermiffe Satd,Flow(perm) 217 1810 1810 1538 16,816 1.471 Nb ,. Sats Flow(RTOR) Lrnk Distance(ft) ..a �: .... .. .:..,. 12.56 �40 ,�� 715 Trayelllme.t5) .. Confl.Peds.(41hr) 10 10 10 10 { 5. Heavy Vehicles 5% 5% 5% 5% 5% 9/D •),.FJRW1000„. .< Shared Lane Traffic Lane aup4?9 Enter Blocked Irfersec8an No No No No No No a Ai rtleli Lit k eeg. 3!9 .., Nledlan.Width(fk). a,.12 12 12 Crosswalk Width(ft) 16 16 ! Twp.1Y� TfnLan „ �.... .x . Headway Factor 1.00 1,00 100 100 100 100 �umlr,g, p - ph3... 15. 15 9 Number of befectors 1 1 1 1 1 1 Leading Detector(ft) 50 50 50 50 50 50 Detector 1 Position(ft) 0 0 0 0 0 0 1tz ( Detector 1 Type DI Ex Ct+Ex CI+Ex Q+Ex CI+Ex CI+Ex Detector 1 Extend(s) 0.0 0,0 0.0 0.0 0.0 0.0 OWN Detector 1 :Delay(5) 0.0 0.0 0,0 10 0.0 0.0 Turn ypa... pRipt N. x Nfir.,, t+ay, �lrsir�oPerfn_- �... Protected Phases 1 6 2 24 4 3 R[f[tlt. +�, :r�585 .. .. ...,.. « [Detector Phase 1 6 2 24 4 4 Minimum Initial(s) 4.0 4,0 4,0 4,0 4,0 4.0 14001622A_PMNI3-OPTIMIZATION Synchro 8 Report Page 1 YEAR 2019 NO-BUILD TRAFFIC VOLUMES WEEKDAY PEAK PM HIGHWAY HOUR 1: ANDERSON HILL ROAD & KING STREET Q20A4020115 �✓� FI�� gY� �g £l1��3�� ,c-L- Total Split(s) 10.0 71 0 131,0 2; 4 29,0 20.0 Tet21'S`tlt °7a $,3°X . 69!49°( 5���°� .. 24;'�9'� p Maximum Green(s) "5,0" 66,0 58.0 241,C 24,0 18 0 Ib rme(g�; a o a s o a 4 a M. AIL-Red Time(s) 1.0 1.0 1,0 I'D 1.0 6.0 Las Tins Acltust(s).. .. "0 W t 0.. .. : _... . . .. Total Lost Time(s) 4,0 0 .4.0 4.0 4,0 .. .tead" ;. Lead Lag Opti0zV Yes Yes Yes Yes Yes Recall Modensr None Max Max Noe .N.:� one None 9ikinze�s._. '..... ..,. 5th. : - Flash Dont Walk(s) 11,0 Pesstlfir1 Calls;(#fhr) 0 Act Effet Green(s) 67,0 67.0 57.0 86.0 25,0 25,0 fC A4Rabo.. 9 vlc Ratic 0.68 0.50 0.84 0,11 0.38 0:87 iltrgl.Delay, : 230 .9_ Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total LOS C A C A C E �!RPF�?; 5 .. .: Approach LOB 13 C D Queue Length 95th(ft) #69 247 #638 16 147 #348 Iia�,nk 01st Turn Bay Length(ft) 73 200 250 Starvation Cap Reductn 0 0 0 0 0 0 Storage Cap Reduatn. 0 0 0 0 0 0 Y i Cycle Length:120 Agt�afed"Gyi;is,Lh.. Natural Cycle 120 Type.. hated AJ­ Maximum vfc Ratio:0.67 L'ntersa'c ap"Slgna[delay 25.6. lnt -00.0tr Intersection Capacity Utilization 70.8% ICU Level of Service C # 95th percentile volume exceeds capacity,queue maybe longer t u®uesaa jl i,, Mum- or lesF.... .. tits and Phases: 1:ANDERSON HILL ROAD&KING STREET(120 A �'} 01 AOJ s` 04 �oe YEAR 2019 NO-BUILD TRAFFIC VOLUMES WEEKDAY PEAK PM HIGHWAY HOUR 2- INTERNATIONAL DRIVE & KING STREET 120A 41812015 Lane Configurations ' . V,or�e'{RPh] Ideal Flom(vphpl) 1900 1900 1900 1200 19,00 1900 oto a Storage Lanes 1 1 1 1 Taerten t ft ' _.. �' ..... ..: Lane Util,Factor 1.00 1.00 1,00 ,1 0 , 00 1:00 1.00 Frt 0.850 0.050 Satd. Flowroi ; (p } 1810 1538 1719 1810 1713 1538 S td�Flo4werm 98� (perm) 10 14'98 314 1B10 1689 1481 fight I'urri or?Re - No Yes, Satd Flow(RTOR) 243 (f�ttkpi3ed(mph .... Link:Disfance(ft) 1949��. 2649 15 Traysl3 Coot.Feeds.(#Ihr) 10 10 10 10 t384, �_�8.4 Heavy Vehicles(°(o) 5'4 6% 5% 5.% 5% 5% j,FIo ►(�rph) r.a.. !. 09 . .. ,. .,:9$...... ..011,.... :, 0 .._...:47 . . Shared Lane Tra(1ic LaOeaPfo`n!..yl�h EnterBlocked inlersectien No No Na No No NO ilgt ... Median Width(ft) 12 12 12 CrosSwafk Width(ft) 16 16 16 ..:«gsb Headway Factor r�r 1 00 1 DO 100 1100 10,0.E 4(y0 Nt mlaer of.Detectors D 0 1 0 1 1 Leading Detector(ft) 0 0 50 0 50 60 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Esc OI+Ex Ct+Ex �;. _.w .......rs. :. .,.. .. . . Detector 1 Extend(s) 0.0 0 0 0,0 0 0 0 0 0.0 Detector 1 Delay(s) 0 0 0.0 0 0 0.0 0.0 0 0 Tur,`TYK.._.... ... Pr, -_ pm Protected Phases 2 3 1 6 S Detector Phase 2 3 1 6 3 3. Minimum Initial(s} 5.0 3.0 4.0 3.0 1.0 3.0 14001622k PMNB-OPTIMIZATION Synchro 8 Report Page 3 YEAR 2019 NO-BUILD TRAFFIC VOLUMES WEEKDAY PEAK PM HIGHWAY HOUR 2: INTERNATIONAL DRIVE & KING STREEI,1120AI 41812015 NOR mmm Total Split(s) 47.0 28.0. 10 0 57.0 28.0 28.0 39°7a ... ° ...5$ a ° .,... ?3°.. .. '. Maximum Greens) 41.0 2a,O 4,0 510 23.0 210 AII,Red Time(s) 1.0 1,0 1,0 1.0 1.0 1.0 k 0 0 L t Tthte A Total Lost Tme(s) 5.0 4.0 5,Q 5.0 4,0 4.0 Lead Lag Optimize` Yes Yes Velaicle:Ext+rnsla�(��, �2. �Ak. Recall Made Max None None Max None None �Effcfi3ee11C ).. . . _.. .. ... 2 a....1 ."., 14.,.....` Actuated g1C Ratio 0.55 0..80 0.65 0,65 0,24 0,24 Control Delay 20,6 1.4 8.9 14.3 301 32,4 Total Delay 20.6 14 &9 14.3 30,2 32.4 " Los.: Approach Delay 19,5 131 31.7 Queue Length 50th(ft) 289 3 19 270 87 114 Internal link Dlst(ft) 1569 2569 1440 Torn z Leng#h m.i._,xs.t d✓ r 32 4.45 i`? 5r Xr_ ...,.. } ".,..r Base Capacity Capacity(vph) 996 1262 325: 11.71 513 612 Spillback Cap Reductn 0 0 0 0 0 0 Reduced . WaRatio 070 0.03 0 - .30 0,69 0,39 4.77 Area Type Other Actuated Cycle Leath 80J N' y>sle . . ..; ,r . ..... _.. „ M.,__.z .. . Control Type Semi Act Uncoord rmum viia$I Intersection"Signal Delay 20.8 Intersection LQS C 0,°l0 Reuel 01 Sertttpe C r ln��r`'�ei�i�apaedy Urt� 'S __.�: ....... :.... E.. ,_.. E Analysis Period(min)15 95th, ,ercentl)e volume exceed,'ca ac+f ,gtletse may fie:"longer ..;:... . Queue shown is maximum after two cycles. Sp1b and Phases: 2: WERNATIONAL DRIVE&KING STREET 12AA jr'"p.1 02 03 14001622A_PMNB-OPTIMIZATION Synchro 8 Report Page 4 YEAR 2019 BUILD TRAFFIC VOLUMES -APPROVED AM 1: ANDERSON HILL ROAD & KING STREET120A) 418t2015 Lane Conf€guratiovs ;* ........ Ideal Flow(uphpl) 1900 1900 1900 1904 1900 1900 t pr 1 hengtfi Storage Lanes 1 1 1 1 Ta Tane U4iI, Factor � �. r Len th 1 1.00 1.00 1.00 1.00 1,00 1.00 140 Frt 0:850 0.85€t Said.Flow(prot) 1719 1810 1310 1538 1719 153a Sat1rt erm 359 181 D 1:x10 1 a38 X167 9u (p ) 7 Said. Flog(RTOR) Link Distance(ft) ' { ) 1 256 2649 2715 Tavetlrr► &) : , .... 1,8...-.. 1, Confl. Pod .j#nr) 10 10 10 10 Heavy.. VQt}rGWS(°f°) 5% 5% 5°fo 5% 5°f° 5°f° Shared Lane Traffic arte.Grtttlf 'ff?h?. Enter Stocked Intersection No No No Na No No Larle,AlignTO !?i. . .0,3 � t Median Width(ft) 12 12 12 Cro86waik Width(ft) 16 16 16 TwQ a "'d u �.;.� Headwayrt Fy+act r uY 100 1.00... U0 1 00 10.0 11�M10 Number of Detectors Dd� d Temp€ate 3 I ,n ............. t� Leading Detector{ft) 50 50 50 50 50 50 Detector 1 Posidon(ft) 0 0 0 0 0 0 I�sfeed w.n. Detector 1 Type Ct+Ex, CI+Ex C1+Ex CI+Ex ci+Ex Q+Ex Detector 1 Extend(s) 0.0 0.0 0,0 0.0 0.0 0;0 Setqu Detector 1 Delay(s) 0.0 0,0 fl 0 0.0 0 0 0 0 ,_..pt 9y Protected Phases 1 6 2 24 4 3 Detector Phase 1 0 2 24 4 4 Sser,�h Phase ' ... . ..:': Minimum Initial(s) 4,0 4.0 4,0 4.0 4.0 4.0 14001622A_AMBD_APPROVED OFFICE-280,000 S.F.-OPTIMIZATION Synchro 8 Report Page 1 YEAR 2019 BUILD TRAFFIC VOLUMES T APPROVED AM 1: ANDERSON HILL. ROAD & KING STREET 120A 41912015 p...�Z.:) f� ,. ... Total Split(s) 21.0 Ko 60.0 19..0 19.0. M.0 TotatSplik Maximum Green(s) 16.0 76.0 55.0 14.0 14.0 18.0 40 4D � Al[-Red Time(s) 1'0 1.0 10 1.0 1.0 0.0 Lest -1k Total Lost Time.(s) 4,0 4:0 4,0 4.0 4.0 Lead La` lL&g Eag Lag fag, Lead, . '- Lead-Lag Optimize? Yes Yes Yes 'Yes Yes Max .....Ma�..... . None None ...N _ 3 p - Recall,h��od'e Nane one ,. Flash QantWalk(s) 11,0 Act Elfct Green(s) 77 0 77 D 57 8 76.8 15.0 15 0 vlc Ratio 058 01:89 0,71 0.47 0,89 0 71 ..., 9 ° ... Queue Delay 0.0 9,0 0.0 0.0 0,D 0,0 LOS A B 0A E E A'Ot Approach LOS B B E Queue Length 95th(ft) 85 #-981 484 52 4280 9188 �a.nm Tura Bay Length(t) 75 200 250 Starvation flap Reductn 0 0 0 0 0 0 4 E .. Storage Cap Reductn 0 0 0 0 D D Cycle Length 120 RtYt'�ttlCycla i er�gtl�; �f). .... Natural Cycle;140 Maximum v!c Ratio:0,89 itelstCgrrSignat> Gay4 I- lt�tfsaCbotll~C3 ::.. IIngglersucti7o�n Capacity Ulilization 8D.0% ICU Level of Service D !71'1 a d8.aeriQ 1 95th percentile volume exceeds capacity,queue maybe longer, {�u�u�stt�rr�n,ts r�'iaxmum after#w�:cyies ,. ,.. ;; Splits and Phases: 1:ANDERSON HILL ROAD&KING STREET,(f $1 —T-402 � 3 04 p6 YEAR 2019 BUILD TRAFFIC VOLUMES - APPROVED AM INTERNATIONAL DRIVE & KING STREET 120A 4/8/2015 Lane Configurations ' { YNIJ . .._.. 638 7255r Ideal F1ow(Vphpl) 1900 1900 1900 1900 1900 1900 �ti�rage Ler�gift"(ft) `° Storage Lanes 1 1 1 1 fiaperaength:(ft. Lane Utit, Factor 1,00 1,00 9,00 1,00 U0 1.00 Po B fie t= t"r Frt 0.&50 4.850 m�. Satd Flow(prdt) 1810 1538 1719 1810 1719 1538 tdeFlow ed(porn) 1510 1492 168 9 810 . ._.� (p 573 1379 Rlht Tum nn Red No Yes Satd,Flown(RTOR) 98 35 ,, Link Distance(ft) . . . 1949 2649 1520 rrte( .: . $t 51 G.. .. 3? Tll'Ti , Confl.Peds, (#Ihr) 10 1 D 10 10 ...,.,. Heavy Vehicles(pfo} 5% 5% 5% 5% 5% 6% Shared Lane Traffic00 (Afo) ane EnterBfockod Intersection No No No No No No '. �M Median Width(ft) 12 12 12 4,1 Cff �a. Crosswalk Width(ft) 16 16 16 Twoay,LefChurn Lans HeadwayFactor 1.00 1 OD 100 100 1.00, 104 Turnirig.Spe_ad(mPh). ._',3 .. Number of Detectors 0 0. 1 0 1 9 Leading Detector(ft) 0 0 50 0 50 50 OR Detector 1 Position(ft) 0 0 0 4 0 0 5D : : �`0 . 50 . 5Q 5fl.. Detector 1 Type C,I+5U _., .., Est Ct+Ex GI+Ex Gt+Ex Ci+Ex OI*Ex Detector 1 Extend(s) 0.0. 0,0 0.0 0.0 0,0 0.0 . ._ .,. aQ 0 t9 Detector 1 Delay(s) G.0 0 0 0 0 0.0 0.0 0.0 Tura T ' fi Ptr' � ix Protected Phases 2 3 1 8 3 Detector Phase 2 3 1 6 3 3 Minimum Initial(s) 5.0 3.0 40 3.0 3.0 3.0 14001622AAMBD.,,,APPROVED OFFICE-280,000 S.F.-OPTIMIZATIONSynchro 8 Report Page 3 YEAR 2019 BUILD TRAFFIC VOLUMES -APPROVED AM 2.: INTERNATIONAL DRIVE & KING STREET 120A 418/2015 MAO .. ......... Total Split(s) 43,C 9:0 33,0 76.D 9.0 9 a Maxi mum Green(s) 3U! 4,0 27.0 70,0 4.0 4,0 Alf-Red Times 1 0 el€ov�`fimo a � 54.. . .. 0 10 10 10 '€0 J. !ost_Ttte Ad}us (sJ.... ..': ...... . 0 3 .. 0,..... . ... 1 Q Total Lost Time(s) 5,0 4.0 5,0 5,0 4.6 4,0 Lea ea dd._ , Lead Lag Optirnize7 Yes Yes ev doiI :ExEensloii(s p , .... .. ...:3 4 .... ..'A ....,:"3 .. Recall Mode Max None None Max None Norte 4 4t;Efifct Greert:(g) 3$0 .. 4 7a� 0 , 5 Actuated g/C Ratio 0.45 D.52 0,84 0.84 ....0.06 0,06 vtcRafia, �t14 ;.x .39 .. ,t3r3 �53 .. . ' Q 5 .... . Control Delay 67,8 112.0 862 16 49.9 22,5 Foal aelayy..._�.. 6i}F� c78 120 6.62 36 499 225 l Approach Delay 53.1 4242 313 Appr , h f:OB l7 l3 G Queue Length 50th(ft) 491 81 -383 81 21 D intemal Link©4st(ft) 1689 2569 1440 Base Capacity(vph) 809 776 651 1511 101 173 3�,t��' _09'F,C )2edut;t►?._ .,._. :... D 5pillback Cap Reductn 0 0 0 0 D 0 Reduced vJc Ratio 1.04 0,39 1.09 0.53 0,39 0:57 Area Type Other Actuated Cycle Length. ' Nlatur�I,C�yc(e°,'�00. Control Type;Sema Act Uncocrd "IAklffi Intersection Signal Delay 461 Intersection LOS D s€ s IGUevsfpiv.5e Analysis Period(min)15 Vt lume s eo s4g4citJ!�queg9 9W, tagalT g1f)_A Queue shorn is maximum after two cycles ,85qg.. S,capaci y,_giae e,may ortger.,.;; ... ... . Queue shown is maximum after two cycles. lits and Phases: 2: INTERNATIONAL DRIVE&ICING STREET 120A 1 Sf2 �3 1 YEAR 2019 BUILD TRAFFIC VOLUMES -APPROVED PM 1: ANDERSON HILL ROAD & KING 12 STREET 0A 41812015 Lane Configurations $6... ...470... ,.46 .._.. Qtr..... Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 75.. ... 209... .. ..Zio Storage Lanes 1 1 1 1 Lane 0111.Factor 1,00 1.00 1.00 1.09 1,00 1,00 0;98, -.....4� .. :. Fri 0.850 Slatdr�Flow(prat) 1719 1840 1.810 1588 1719 1588 Ff Per:nrtted,. 0 Q62 X54 Said.Flow(perm) 1:12 1810 1B10 1588 1682 1A6 ��9�►l.Tumon Rid Said, Ficw(F ) Link Distance(ft) 1256 2649 2715 Confl,Pods (#Jhr) 10 10 10 10 > Houc Factor, t?96 (39H , x:98 Q 96 . D 96 Heavy Vehicles(°1Q) 5% 5% 5% 5% 5°JQ 5% 4; 2T.. 47 , . ..W . .. ..'';31 .:. Shared Lane Traffic{° ) Lap�, up P .. X59 , � 3r....,10�Z. ..:. 77 Enter Blocked Intersection No No No No No No LaneAhnt: ....,, _... ... Median Width(ft) 12 12 12 Crosswalk Width(ft) 16 16 16 HeadwayFactor 1.00 100 100 100 100 100 - Number of Detectors :. SPe ! ectors Leading Detector(ft) 50 54 50 50 50 5D 411 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Type C14Ex CI+Ex C1+Ex Ci+Ex Cl+Ex CI+Ex Detector 1 Extend(8) 0 0 0.0 0.0 0 0 0.0. 0.0 Qr�e3 Detector 1 Delay� 0 f� (s) Q,D Q.0 0.0 0.0 0 0 0!.0 Tgrrr ype ..,:..._ P.-Y, Pt. . Protected Phases 1 6 2 24 4 3 Detector Phase 1 6 2 24 4 4 Minimum lnitial(s) 4.0 4.0 4,0 4.0 4.0 4.0 14001622A_PMBD_APPROVED OFFICE-280,000 S.F.-OPTIMIZATION Synchro 8 Report Page 1 YEAR 2019 BUILD TRAFFIC VOLUMES -APPROVED PM 1: ANDERSON HILL ROAD &.KING STREET 120A 4/812015 .. .......... I IN WIN: Mrnrrtn S kr4 Si 9 0 9 t7 0 Total Split(p) 9,0 74.0 65.0 26,0 26,0 20.0. ' TQtalSpl�t(°h}.'.; 75°70' 61;:7°Io 54;,2°Ia 21:7°Jn "21,7'�la 4:l°lv Maximum Omen(s) 4.0 MO 60.0 21.0 27,0 18.0 Y.l. 'Tlme( ) 4 0 20 ... 40 All-Rod Time(s) 1..0. 1.0 1.0 1.0 11'0 0 0 O;thl�Aditist(s) l } Total Lost Time�s) 4,0 4,0 4.0 4.0 4.0 Leda.9..... Lag. 9 ...Lag Dead Lead Lag Optimize? Yes Yes Yea Yes Yes Recall Oode None Max Max None Norve None W Flash Dont Walk(s) 11,0 0 Act E PedMotu otGree(fS 70,0 70.0 61.0 0 67 0 22.0 22.0 J gIC fi tro , vfc Ratio 1,01. 0.,50 0.93 0,13 0.45 0199 Queue Delay 0,0 0.0 .0,0 0,0 D 0 0.0 Total V. 87 7 ....... �,... . _. LOS 1= A C A D F Approach LOS C C E Queue Length 95th eft) 4466 23B #876 16 153 #379 l0fe00lei2635. .._.. Turn Bay Length(4) 75 200 250 72_' -..... . - Starvation Cap Reductn 0 0 0 0 0 0 Storage Cap[R�e}ductn 0 Yy^0X r }g 8 k u^ f4 Cycle Length 120 A��usjtec(>�yd�;�.engfh:1t1� ;; Natural CyclE 150 Control Type kctualeb t1ncQQrdl ated Maximim We Ratio 1,01 {tt `�s> t�art LbS l Int�rsflo�.�6 al�Qka� 3��_.- .. Intersection Capacity Utilization 79.3% ICU Level of Service D AN' Yft'er�Qd.mrrrl5. �...- Vaiume exceeds capacrry,queue is theoreticallyrnfinite Queue s(1owr41a maxis urrr after4W. # 95th percentile volume exceeds capacity,queue may be longer Queue sf1w rsaxrnunl ftr tic eyes 14001622A PM6I7_APPROVEE)OFFICE-280,000 S.F.-OPTIMIZATION Synchro 8 Report Page 2 YEAR 201:9 BUILD TRAFFIC VOLUMES - APPROVED PM. 1: ANDERSON HILL ROAD & KING STREET 120A) 418/2095 C lits and Phases: 1:ANDERSON HILL.ROAD&KING STREET{12Oh 'Y. 02 3 d 14001622AwPMBD_APPROVED OFFICE-280,000 S.F.-OPTIMIZATION 5ynchro 8 Report Page 3 YEAR 2019 BUILD TRAFFIC VOLUMES - APPROVED PM 2: INTERNATIONAL DRIVE & KING STREET 120A 418015 sane Configuraticrrs Ideal Flaw(uphpl) 1900 1900 1900 1900 1900 1900 . ........ ...... . Storage Lanes ♦ 1 1 1 Lane U it,Factor 1.00 1,00 1..00 1,00 1;00 1,00 Frtfl,850 0.B5q lip ,... .. .... 0 ...::.... ...... Satd Flog(Prot) 1810 1538 1.719 1310 1719 1538 Itper n a.�ao Said,Flow(perm) 9810 1498 181 1810 1695 1487 l .�l Turn an Red { Yes Satd.Flew(RTOR) 211 utk S Eed: m ti 35 Q.,,SPOO }.. Link Distance(ft} 1.949 2649 1520 T TIM 38 d Confl Peds (Whr) 10 10 10 10 0 Peek Hour Factor 0$4 fl4 U4..., $4,... Heavy Vehicles 5% 5% 5% 5% 5% 6% ..fi � F _..., .x_6s b�.m .,. . . Shared Lane Traffic LaneGro..ip......?).... ..... .._._: ,.r'F 4 ,.... $Itlx .. .::. 5.......: Enter Blocked Intersection No No. No No No N5 All, glnmerltµ L Median Width(ft) 12 12 12 Cross - walk Width(ft) 16 16 16 T�ua woy Lt" ;rrr i ane.{ _; .._.. .. T " Headway Factor 1,00 1.00 100 1.00 1.00 100 Number of Detectors 0 0 1 0 1 1 Leading Detector(ft) 0 0 50 0 50 50 'v 41, Detector I Position(ft) 0 0 0 0 0 0 Detector 1 hype CI+Ex CI+Ex C1+Ex C1+Ex CI+Ex CI+Ex Detector 1 Extend(s) 0.0 0 0 0,0 0,0 0.0 0,0 Detector 1 Dela_y(s) 0.0 Q D 0.0 0.0 DO 0.0 WTP9 Ay ., :. r _,... > It. r_ _... v......_... Protected Phases. 2 3 1 6 3 0,',-z „ __......... .. . . Detector Phase 2 3 1 6 3 3 sit '}1�sein g, mks_ _. .... . . Minimum Initial(s) 5,0 3.0 4.0 3.0 3.0 3,0 14001622A.,PMBD-_APPROVED OFFICF-280,000 S.F.-OPTIMIZATION Synchro 8 Report Page 4 YEAR 2010 BUILD TRAFFIC VOLUMES -APPROVED PM 2: INTERNATIONAL DRIVE& KING STREET 120A 4/812015 Total Split(s) 40,0. 35,0 10.0 50,0 35.0 35,G dIa1 S IiC v :4T41`:2°/°, 11:8°� 5$8° 41,:2° - 41;;2°� Maxi mum Green(s) 34,0 30.0 4.0 44.3 30.0 30,0 fn All Red Time(s) 10 10 10 10 10 14 ,,off Tire Ad)..isit` I.' . Total Lost Time 5,0 4.0 5..D 5.0 4,0 4.0 Lead-Lag Clptlmlae? Yea Yes Recell Made Max Bane None Max None None 67 0.. . 31.E .. Actuated g/C Ratio 0.41 D.79 0,53 0.53 0.36 0.36 v! Ratio q 94 t)`05 , ..07ti„ x;85 ,,.o#7 142 Control Delay 46.7 1.4 39,7 27A 23.8 60.9 Total Delay 46-7 1.4 39.7 27.4 23,a 60,9 Approach Delay 43'0 29 3 49.8 Queue Length 50th(ft) 348 4 37 347 119 297 Iueu a Lanixsig1,95tf�.tf(). #5 9 $ 02 . ...,459 175 lntemal Link hist(ft) 1869 2569 1440 325. .. .4 X50 Base Capacity{vph) 745 1195 186 958 626 676 Spillback Cap Reductn 0 0 0 0 0 0 Reduced v1e Ratio 0,94 Z,,05 076 0,85 0.47 1.02. Area Type:: Other Actuated Cycle Length:85 Ganttol Type:Semi Act Uncoord 9 ` ru �rcatic 1,02' Intersection Signal Delay:40.6 Intersection LCIS D In#1rs � n Caact#yltrfizabo1r75 , _ ... , . .. 1C( :LeveT, 5ertce l Analysis Period(mm)15 Queue shown is maximurm after two cycles, Queue shown is maximum after two cycles. S iit5 and Phases: 2: tNTERNATIONAL DRIVE&KING STREET `120 'p1i2 3 5 YEAR 2019 BUILD TRAFFIC VOLUMES - PROPOSED AM 1: ANDERSON HILL ROAD & KING STREET 120A 418!2015 ..... ...... ... tare Configurations {vett}...... Ideal Flow(vgn ) 1900 1900 1900 1900 1900 1900 s eta �Len th, Storage Lanes. 1 1 1 1 Ta r Lin til its 05 Lane Ltil Factor 100 U0 1,00 1.00 1.00 . 1.00 Fri 0.850 0.8.50 Satd,Flaw(prat) 1719 1810 1810 1538 4719 1638 1. Flt Prsrrrtted 0,:187 0954, Satd.-Flow(perm) 338 1810 1810 1538 1671 1451 llgkrt Tern 4n 13ed. Np Na. .. . Satd Flow{BYOB} thk Ssed Link Distance(ft) 1256 2549 2715 Trsv1,'T, Confl, Peds (#)rr) 10 10 10 10 Ptak Hour F Ct r, 04.: 0.94 4;'94 0:94 0194 Heavy Vehicles{°7°} 5% 5% 5% 5% 5% 5% 284, , 1 b19 761 2f} 242.. . .153.. . . Shared lane Traffic(%) �ar+e.Gi'eufs;~law,(gph) ;28(3 :9088. ... ',701 , Enter Blocked Intersection No No No No No No Lans�{igtrment ,.... deft Leit. ..rt. Median Wldth(ft) 12 12 12 C`ross,w}alkpWidt'h](jfyt)j_ 16 16 16 TYi FYMGF�1wVMrIS Y�3 . - HeadwayFactor 100 1 .u. 00 104 1,00 100 1.00 �.. Number of Detectors 1 4 1 1 1 1 jmT'6010�# LeadingDetector ft 50 50 50 50 50 50 O '�ralll�.Detect�r(ft) 0 Detector 1 Paaition(ft) 0 0 0 0 0 0 h Slzt) 4 ...... . Detector I Type CI+E�c 01+Ex Ct+Ex Cl+Ex CI+Ex Ct+Ex S k Detector z Extend(s) 4 0 0 0 0.0 4 0 ft 0 0.0 I7et� ��t'I4Ue Eel... .:: 40.......0 `4,R-. .. .. .. . .�;� ..._..... f3... Detector 1 Delay(s) 0.0 0,0 0,0 0.0 0.0 4 0 mktfA Protected Phases 1 6 2 24 4 3 Pprmifle� ?has 6 .... . ....Detector Phase 1 6 2 24 4 4 Phaae., Minimum Initial(s) 4.0 4.0 4,0 4.D 4.0 4.0 14001622A_AMBD_PROPOSED RESIDENTIAL-110 HOMES-OPTIMIZATION Synchro 8 Report Page 1 YEAR 2019 BUILD TRAFFIC VOLUMES - PROPOSED AM 1: ANDERSON HILL ROAD & KING STREET 120A 402015 TotalSplit(s) 19,0 80.0 69,0 20,0 20.0 2D�0 Tptl.SpItt(° � 15;8°�0 66 Maximum Green{s) 14.0 75,4 56.0 15.0 15.0 18.0 �' 11 'Tr �s) 4 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 D.0 Ps Tf eta Atid�ut Total Last Time{s) 4.0 4.0 4.0 e Lead)L . ..,, ' tag .. fag,.. .:.Lag Lead-Lag Optimize? Yes Yes Yes yes Yes Recall.Mode Nave Max Max None None None Flash Dant Wal k(s) 11.0 PeS�otl )1ll t) Act E.Mt Green(s) 76,0 76.O 57A 77.0 15 6 15 6 At ` e' glC,Rho {37fi c� a7s vlc Ratio 0,61 0.79 0.73 0.16 0,75 0,67 rtrdr� la'�? 1 >a 2tI0. Queue Delay 0.0 0.0 0.0 0.0 0,0 0.0 54 �...... LOS B B C A E E 1 Approach LOSB B E ((iiaeil lerrgth,5t(fl) 9. X37 ,. Queue Length 95th(ft) 100 539 493 47 #.227 #176 Unk, Turn Bay Length(ft) 75 200 250 Bq e,C paotiy.( pr!) 486., - 1390, , , 042 .... X194„ Starvation Cap Reductn 0 0 0 0 tl 0 BSS'{�ttorrZ�aJ�[gee{�]Cat�pt(R].e�Eduuetr► 0 0(y j !0y7 0 /0 3'aer.?A`e'�B2a.<4 W" Cycle Length 120 Natural Cycle:'90 �3�iitr���yfto Actuated..t)ri�rdi���5� ` .... ` lvlaximurn We Ratio:0.79 KIN,0jd�ti Slg�al�*kk'.2�r4... :.... d. Intersection Capacity Utilization 721% ICLI Level of Service C # 96th percentile volume axceeds capacity,queue maybe longer, Queue sho,nr�I t7ni3 t(num offer fro, ycies..... Splits and Phases: 1:ANDERSON HILL ROAD&KING STREET{1 sA yam, YEAR 2019 BUILD TRAF'F'IC VOLUMES - PROPOSED AM 2: INTERNATIONAL DRIVE & KING STREET (120A) 41812015 Lane Configurations Ideal Flow(vphpl) 1900 1900 1900 1900 190C 1900 Storage Lanes 1 1 1 1 LLane'Util.Factor 1.0.0 1.00 1..00 1,00 1.00 100 Frt 0,850 0Z5 FltFroE #e .�:: D95q EtSQ, Said,Flow(prof) 1810 1538 1719 1810 1718 1538 lEPE31[I�1kad ft 499 0: 50.... Satd.Flow(perm) 1810 1494 168 1810 1:573 1379 lIgk�tTiarn on No. Red . yes, Satd,Flow(RTOR) 120 .units d:(i p6). Link Distance(4t) 1548 2649 1520 TraVe1' irn ,(s �. X8,5 m .. ', Conf. Pads (#Ihr) �D 10 10 1D rs , Heavy Ilehioles t°/tl) 5% 5% 5% 6% 6% 5% . i �, 4 � .',-,.,�. x .vim�»p.. t Shared Lane Traffic Lane G:rotiP.Fkiti+F(±pt)....e. . . .; 1. 722 Enter Blocked Intersection No No No No No No L feft Rgltfi ...::.:Legit „ .Left , ..:L,eft Median Width(ft) 1.2 12 12 dank set(fl). � ,..... 0 �': . . ...,�..... . 0..... . :; 4... .. ... .... . Crosswalk Width(ft) 16 16 16 Headwe Factor 1.00 1.00 1 y DJD 1,00 1.00 10D gpe Number of Detectors D D 1 0 1 1 Leading DetedoT(ft) D 0 50 0 50 50 Tra�lrn 0 Detector 1 Position(ft) 0 0 0 0 0 0 Cite 1 5re(#t) . a0 Detector 1 T'ypey Ci+Ex Ct+ x O+)�x Ci x C1+Ex Gl+E,x S 8 V5y' TI�181 -. S i _. - Detector 1 Extend(s) 0 0 0 0 0-0 0-0 0.0 aaMv- MORO Detector 1 Delay(a) 0,0 0;0 0.0 0.0 a D G.0 AlTUrdtP "' ,. .....,. '. P ?t PR 'a.__r , Protected Phases 2 3 1 6 3 Detector Phase 2 3 1 6 3 3 Minimum Initial(s) 5,0 10 4,0 3.0 3.0 3,0 14001622A_AMBD_PROPOSED RESIDENTIAL-110HCMES-OPTIMIZATION Synchro 8 Report Page 3 YEAR 2019 BUILD TRAFFIC VOLUMES - PROPOSED AM 2: INTERNATIONAL DRIVE & KING STREET Q20A418/2015 IBM Total S p t(s) 0.0 9,0 27.0 76,0 9.0 9,0 TQta1S�p9lt(Qfd) Maximum Greon(s) 43.0 4,0: 21.0 70.0 4,G 4,0 Yellore,(s) _ ,€t �.. . AIJ�Red Time(s) 1,0 1.0 1 0 1,0 19 1;0 t,o5t T�rne�4dtt►st(�) ,.. �Tn� ��� .. =E� t . :�r�a. �u 'fi�... ... . ., Total Lost Time(s) 6;0 4.0 50 5,0 4,0 4.0 Lead Lag 0 r ize? yes lies ; ehlextegl11.O..... T _ Reoa[l Mode Max None None Max None Nene # Actuated g1C Ratio 0.52 0,59 U4 C.84 He 0.06 vac Rat€at9 Control Delay 33.2 7.6 55.0 3.6. 64 9 22,9 Total Delay 33.2 7.6 55.0 3,6 54.9 22.9 L Approach Delay 27.9 23.8 321 APPtaC t Off. C C Queue Length 50th(ft) 382 45 215 81 25 0 Internal Link Dist(1) 1859 2569 1440� Base Capacity p...9 :�.h# 41 UU1 936 ..9, � .»,c, E_.�..,..4w�.. ( p ) 1511 101 194 Spiliback Cap Reductn 0 0 0 0 0 0 Reduced vto Ratio 0:90 0,25 0;96 0.53 0,48 0,62 Area Type: Other Actuated Cycle Length 85 CongygtrryjollJTypa Semi Act UncoDrd '1'ST'3 Intersection Signal Delay.26 0 intersection LOS:C InterSeC e r1„ ap c y.tf#tlt?ai�on;$ ICU Level Analysis Period(min) 15 - h reertt le 1+oli? e exceeds cepaelty . 95tpe ,queue;may be lunger .-,. ... . . Queue shown is maximum after two cycles. Splits and Phases: 2: INTERNATIONAL DRIVE&KING STREET(120A) . G 14 t 'J 433 �6 14001622A AMBD_PROPbSED RE511?ENTIAL-11 Q HQMES-OPTIMIZATION Synchro 8 Roport Page 4 YEAR 2019 BUILD TRAFFIC VOLUMES- PROPOSED PM. 1: ANDERSON HILL ROAD & KING STREET 1 20A 402015 Lane Configurations '24- Ideal Flow(vphpl) 19(0 1000 1900 1900 1900 1900 200 Storage Lanes 4 1 1 1 25 LarTetllte0gFactor �.... .:. 1,00 1 00 1.00 ..,1,00 ,,..1,��...-... 00 1.00 Frt0,850 0,850 �k ,(otcted Satd,Flaw(Prot) 1.719 1010 1810 1538 1719 1538 - FF Satd.,Flow(Perris) 188 1810 1810 1536 1686 1471 I9tTurn qt1"Red.,.." . . Na Sold.Flaw(RTOR) 04 S13601 A Link Distance(ft) 12H 2635 30 35 49 2715 Travel':TErrt (� X45 Confit.Peds.(#!hr) 10 10 10 10 Heauy Vehicles(°/°} 5% 5°� 5% 5% 5% 5% s Shared Lane Traffic(%) La€a�1iuR,Fio+�.(�P�� Enter Blocked Intersection No No No . Na. No No ti Median Width(ft) 12 12 12 tri _.. 4...... Crosswalk Width(ft) 16 16 16 Tu why tem ane Headway Factor. 1.00 1.00 1.00 1 40 1 00 1 00 Turr11.I#9 Seed Rh . NineofDetectors 1 9 1 1 1 1 Leading Trr1t �1 & g Detector(ft} 50 50 50 50 60 60 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Type _ Ct+Ex GI+1=x ( l+Ex CI+Ex Ct+Ex CI+Ex Detector 1 Extend(s) 0.0 0.0 0,0 0,0 0 C 0 0 , � , .5 0,0 / 0.0 h� p 1 q 1 oeu -& ...:00��.. ... Q� (p77 r(0}E}.m.- Detector 1 Delay(s) {(�5 T� F` rtr+ t A it tit r` k Perm N I?_N_. Protected Phases 1 6 2 24 4 3 Detector Phase 1 6 2 24 4 4 t�llC}i1a�18Se �. _. Minimum Initial(5) 4.D 4.0 4.0 4,0 4.0 4,0 14001622A PMBD_PROPOSED RESIDENTIAL-110HOMES-OPTIMIZATION Synchro 8 Report Page 1 YEAR 2019 BUILD TRAFFIC VOLUMES - PROPOSED PM 1: ANDERSON HILL ROAD & KING STREET 120. 4/812015 Mtn�rut Spite,Vis} 4 000fl._.. 200.. . Total Split(s) 110 71 0 61,0 29 0 29,0 20 0 Totai:Spllt{°faj_` S 3 �,. 9 2°l0 5d � 24 ° ... 42°1... .. .17° .. Maximum Green(s) 5.0 66.0 56.0 24.0 24 0 18.0 20 AEI-Red Time(s) 1,0 10 1,0 1.0 1,0 0.0 Lost Tune Ad)usk(s) }0 Q Total Lost Time(s) 4;0 4,0 4:.0 4.0 4.0 Leadll T-11-.1. . aag.. Lai. . 1 ag,.� # a LeadLag Optimize? Yes Yes Yw Yes Yes Recall Mode None Max Max None None None 64 tTiCY1�,(ej, .�SSSS. 5 Flash Dant Wane(s) 11.0 Act Etfct Green(s) 87:0 67.0 570 86,0 25.0 25.0 vlc Ratio 0.73 0.54 0,86 0.12 0,40 0,87 antral belay .. �€ 5 SSSS.: $ .. .1 ... ..; . Queue Delay 0:0 n,0 0.0 0.0 0.0 0.0 Taal;t)slay , ;, 3t1:4 10 5 . . :A&9; LOS C B C A C E �pPro�ch Delay. _ ' Approach LOS B C D 01euL�nc�t(a_5flth. }_Y' Queue Length 96th(ft) #81 276 #734 16 153 #346 1 i£ 6 25 2 ���, . �. l ( } 6 Tura say Length(ft) 76 200 2.50 .Statv�a�tion�'nCap,jR.,ejdju�}cttn 0 0 a 0 _ 0 (0ry V�,�I,I1�VK�J�',!:Ci'{,f7Jub Storage Cap Reductn 0 0 01 0 0 0 M1 ... Cycle Length:p120 iT�w Natural Cycle 130 MaximuYk.v)c Ratio:0.87 Inker�selon Capacity 72.5!0 ICU Level of Service i P y ° Service C # 95th percentile volume exceeds capacity,queue may be longer, 4ueue� oavn rs max!'nm two cycle lits and Phases: 1;ANDERSON HILL ROAD&KING STREET 1OA 1 fb: 3. 04 YEAR 2019 BUILD TRAFFIC VOLUMES - PROPOSED PM 2: INTERNATIONAL DRIVE & KING STREET 120A 418t2015 REEM Lane Configurations ideal Flow(vptrpl) 1900 1900 1900 1900 1900 1900 Sag Storage Lanes 1 1 1 1 Taperngth(#t) X25. Lane Util, Factor00 1,00 1,00 1.Ofl t. �.25..... . . 1.00 1,00 fed dike F�ctcsr , ............. Frt 0;850 0,850 p)"prated Satd.Flow(Prot) 1810 1538 1719 1B10 1719 1538 �It perr7ttgd Jit} Satd,Flaw(perm) 1810 1498 330 1810 1689 1481 fir Turd a f �1'1rr des.. ..._...... = ' ?. Satd Flaw(RrQR) 243 Link Distance(R) 1945 2649 1520 Conti,Peds;(#/hr) 10 10 10 10 Heavy Vehicles{°fa) 5% 5% '4( 5% 6% ([]�5%�j 5% y5% . .. . 84£ Lk Sl. vaY- ......:_,T 4. .,... e.. y ......... ...�_.... b ..... ,3..3 ...-. Shared Lane Traffic(�7a) sif Enter BloQked Intersection No No No No No No ��tl�, ►9?���� �..., . .., !I6��.. ..pi9��. .. ..,.lWef( , _ :Left,. ....,I�efiw3..r�rg �. .. .. , . _,... Median WIdth(j) 12 12 12 t� Crosswalk Width(ft) 16 16 16 Twp way, um Headway Fedor 1.00 U0 100 1.00 100 100 TamingPeeri . � 1 .,. ._. .. . .. �. z .: Number of Detectors 0 0 1 0 1 fi Y°ids� TY _.�. ._..b. .,.. ....... 1, bf 1 .......,rv_ _ Leading Detector(ft) 0 0 50 0 50 50 Detector 1 Posllion(ft) 0 0 0 0 0 0 t4r1 � 50 Detector 1 Type. CI+l=x CI}Ex Cl+lrx CI+Ex CI+Ex i;I+Ex Detector 1 Extend(s) 0,0 0,10 0.0 0,0 0.0 0.0 ti(r 1 Ntector 1 Delay(s) 0.0 G'0 fl 0 0 0 0.0 0.0. Type N p � _....:Prnt......Rrpa.. . _.. ._'.: .. _.: . .. Pt Protected Phases 2 3 1 6 3 Detector Phase 2 3 1 6 3 3 Minimum Initial(s). 5.0 3.0 4.0 3.0 3.0 3.0 14001622APMBD PROPOSED RESIDENTIAL-110 HOMES-OPTIMIZATION Synchro 8 Report Page 3 YEAR 2019 BUILD TRAFFIC VOLUMES - PROPOSED PM 2- INTERNATIONAL DRIVE & KING STREET, 12.0A 41812015 Total Spot(5) 47.0 28.0 10,0 57.0 28.0 29-0: 3 ' lo ., 2 %. . .: Maximum Green(s) 41,0 23.0 4.0 61.0 23.0 23.0 Yellow T4n5) J fa. ... 5 .. :4 Q........ . , All Red Time(s) 10 1,0 1.0 1.0 1,0 1 0 LostT1l71L Adj1�SS} �Q 4...... .. ' Total Lost Time(s) 5.0 4,0 5.0 6,0 4,0 4.0 _. ..::r Lead-Lag Optimlze7 Yes Yes Vehicle �;t�llskxt Recall Mode Max None None flax None None ,E;ftren¢s) _... 4 1 64 ... SZ 2 . ,.2;1 �1. ..., Actuated g1C Ratio 0.51 0.78 0.63 0.83 0.26 0.26 4Rtis71.. .. 0.49 Control Delay 23A 1.4 141 101 30,0 E2 Belay Total Delay 23.4 14 141 151 30.0 36,9 °LOS ......:....... . . . .. ..... ._ . .. . .. Approach Delay 21.4 14.9 34.8 AMfh Queue Length 50th(fl) 29.2 4 33 276 95 138 t�eu�Etengih �h(f � �.39R ,,. Internal Link Dist(ft) 1869 2569 9440 fiatn, a9 ent .� 325 45U Base Capacity(vph) 926 1235 293 9146 6.02 608 fl. ry tion Ca =, Spillback Gap Ftoductn 0 0 0 0 0 0 Reduced vJc Ratio 0,75 0.06 0.54 0.71 0.43 0.84 Area Type:. Other ylt�g '. ..__.3. . Actuated Cycle Length 82.3 Control.Type:Semi Act-Uncoard inlersection Signal Delay 22,8 Intersection LOS:G Analysis Penod(min)15 9alha ..._... percert%ile+,etre e�cceds�a�a�ty,queue:maybe orfg�� ..: . .. ..... .. .. .. -..... . ...,� Queue shown is maximum atter two cycles. SpAts and Phases: 2: INTERNATIONAL DRIVE&KING STREET 12t s 14001622Am PMBQwPROPOSED RESIDENTIAL-110 HOMES-OPTIMIZATION: Synchro 8 Report ', Page 4 �Eti Y Traffic Impact Study Sun Homes at Reekson Executive Park MASEK MG Project No.: 14001622A Appendix SUN HOMES A T RECKSON EXE CUTI VE ., 'ARK APPENDIX E COUNT DATA vv m n on, us nrar� o0c m nP~rn 0a or o :n er co SY N N t*7�o V' MV— -u7 m N m-N } o NMMVV 7I NNLo �.r M tP MC'CT Vt(0 4 r rCQr r r e- —I N r Lo Cq ,,- ..N M i8 N 0 to C] r lL'7 SC7 W ftr r m N r CN!U-) 'r M 47 LQ r u7 » LN 7 �,y- _N Le)M tCi cfl u3 1p � � r CZ fl. r �� canosar 00c+00 nnorsptycacaoi >o s a000aao: � t- _ E't...: A :.,.. O N 0,twr-ooCoM mo0000 V No [:o Q7cri Q7 2N y 0K M000N m; [fl LL 0r rMnm N N N v N NN�17)ti;CV d,:N00r0 Co LL J M M N N QO Ill tV w -LU �nt1 ., "! 00 to N R1 a co Ln(OryN [O C7r M. '�••' r N N'W N N r O r N to bt C. 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U � Z ami: Z (D vCjC) n no to co ON 0(3)mhntinrN Nr nw�c� Mtn r = IL Ua C!Jr�NoTO cvN--uh rnrn � �copTtko vNw:c�ia r N W O to N Q m O W h Lo if-)r--C�.-m q to r tM CV CJ CO 04T to t[7 <1'DO v N M M 2 V O V �' E7f-r qir r 'Kr M N m�N �!"T r r rr - rr r - 4ms � r `x,00 000 C7OQC7'Q Q4O CJ003;0OC7 b E, OQ O00 b d'� ill I!.•' fn '�F�a tea; co :3 Z; oZ ar to a a!2 COh iq n It cv co M CO Kr r 't 2 o� l� nr�s� M ymm M� ri' a�o " ou e" i'c , r,-r r - V, ..»».Ori 4)D tL'1 O S9 t9 r b tfi C 04?f'- araMb` bOr00 cr to t+ NNo—r =.0'9 If)O—Oto-0 Can '-'O O: C4; O7 L71 >r M O = O Enap t10. 0.�a a0.o � �r ',u� � a�aa E� I-Q Lo o rr N 0 LC 0 LO - 0 Lol- �:°.�.� : gyp �z LL m o]•FR F=- u, �;v v v v tr n r co io a a m m v tri C3 tri a CD o y o0 O O U O O Q o {n T W O C) C1 a a s Y Cl7 0 Q] Q1 Traffic Impact Study Sun Homes at Reckson Executive Park &tkS E R MC Project No.: 14001622A appendix SUN HOMES AT RECKS ON EXECUTIVE PARK APPENDIX F ACCIDENT DATA i q9 3 8 3 3 3� 3 3 3� 3 i� t E E 1 1 NYSDOT DATA i apartment of NATE OF cep o u T Transportation BREW M.CUOMO JOAN McDONALD ovemor Cc mmIssioner MEMORANDUM April 15, 2015 Ronald Rieman Maser Consulting 1.1 Bradhurst Ave Hawthorne, NY 10532 RE; Freedom of Information Law Request# FR8-15-003909 Accident Data Route 120A in Westchester 3 Years MC Project 14001622A VIA: E-Mail (No Hard Copy to Follow) Dear Mr. Rieman: This correspondence is in reference to your April 8, 2015 Freedom of Information Law (FOIL) request. No record of any traffic accidents were found in this location for 2012, 2013 and 2014. Please indicate the FOIL request number when corresponding on this subject. Sincerely, Andrew Wu Records Access Officer 50 wolf Road,Albany, NY 12232 I www.dot.rry.gov M01, 21 Engineers 17 Bradinurst Avenue Planners Hawthorne,NY 10532 Surveyors 7:914.347.7500 Landscape Architects F:914.347.7266 MASEREnvironmental Scientists www,r-naserconsultirg.com F I L T I N I K R. April 8, 2015 VIA E-MAIL Ms. Hai Lan Records Access Office New York State Department of Transportation Eleanor Roosevelt State Office Building 4 Burnett Boulevard Poughkeepsie,NY 12603 Re; Accident Request Rye Brook, Westchester County,NY MC Project No. 1400.162�2A Dear Ms. Lan- I would like to request both the Accident Verbal Description Report and Accident Summary Report for all reportable accidents, for the following years 2012, 2013 and 2014 for the following link. e Route 120A(King Street) from Reference Marker 120A 87013000 to 120A 87013002 Please notify us of any cost associated with this request. If you have any questions, please do not hesitate to call. Thank you for your assistance in this matter. Very truly yours, MASER CONSULTING P.A. Ronald P. Rieman Assistant Project Manager R'Trojectsl20141,14001622A Re.ddeadaRF'rojW InformatiQrMcci dent\[50407 NYSDOT Accident Request.docK JOHN COLLINS ENGINEERS, P.C. has i6ned Maser Consulting P.A, Y , A20AS7. 1300 m ^� ch � a Qrt1 12OA87 1300i }} i &� x i i` a.u.a r• ���� R _ r e 111 _ :11 f t' ConnDOT DATA Engineers 11 Sradhurst Avenue Planners Hawthorne,NY 10532 Surveyors T:914.347.7500 Lordscape Architects F:914.347.7266 MASEASE Environmental Scientists www.maserconsuiting.com April 8,2015 VIA E-MAIL Mr. Kerry Ross Transportation Supervising Planner CounDOT 2800 Berlin Turnpike Newington, CT 061 It Re: Accident Request Greenwich, Connecticut MC Project No. 14001622A Dear Mr. Ross: I would Iike to request both the accident experience for the following years 2012, 2013 and 2014 for the following link, • Route 120A(King Street)from International Drive to 500' south of Anderson Hill Road Please notify us of any cost associated with this request. If you have any questions, please do not hesitate to call. Thank you for your assistance in this matter, Very truly yours, MASER CONSULTING P.A. Ronald P. Rieman Assistant Project Manager R 1Projcets12014U4001622A-RcsiduolialTroject InformatioriAccident1150407 ConnDQT AccidentReguest.4ocx JCHN COLLINS ENGINEERS, P,C,has joined Maser Consulting P.A. Ronald Rieman: From: Acosta,Ryan J. <Ryan.Acosta@ct.gov> Sent: Thursday,April 09, 2015 8:57 AM To: Ronald Rieman Cc: Ross, Kerry J;[nterlandi, Eugene I Subject: FW:Accident Request- Greemwich, CT Attachments: 150407 ConnDOT Accident Request.pdf; DATACONTENT-11-13,pcif,11-13-Greenwich-King - Summary.pdf; 11-13-Greenwich-King-Mistory.pdf Ron, Attached is the information that you requested. The 2011-2013 data provided is currently the latest three year period available. The road requsted International Drive is in New York. Please feel free to contact me if you have any questions on the information provided. Ryan Acosta Transportation Planning Assistant Connecticut Department of Transportation Crash Data and Analysis P.O. Box 317546 Newington, CT 06131-7546 2 Phone: (860)594-2053 W Fax:(860) 594-2044 R Email ryan.acostaCa Gov From: Interlandi, Eugene I Sent: Wednesday, April 08, 2015 2:27 PM To: Acosta, Ryan J. Subject: FW: Accident Request-Greemwich, CT Please provide a 2011-2013 accident experience for the requested location. Include the statement"The 2011-2013 data provided is currently the latest three year period available." . .. . ..... ... .... .. ... ....... ......... ............ . . . ... .... From: Ross, Kerry] Sent: Wednesday, April 08, 2015 1:24 PM To: Interlandi, Eugene 3 Subject: FW: Accident Request-Greemwich, CT ptcot From: Ronald Rieman [ 1 rile n core] Sent: Wednesday,April 48, 2015 10:52 AM To: Ross, Kerry I Subject:Accident Request-Greemwich, CT Mr, Ross Please see attached accident request. i if you have any questions, please do not hesitate to contact me. Thank you, Ron L Ronald P Rieman Assistant Project Manager Connect with Us: Moser Consulting P.A. 11 Bradhurst Avenue I Hawthorne, NY 10532 P: 914,347,7600 ext:4807 www,maserconsult!nQ.com Please ronsider tbenviroitment beforo printing this C-snail; In an ongoing effort to rflect our clients'growing needs and affirm the company's strategic plan,we are reinforcing our existing services while expanding regionally.Maser Consulting recently opened new offices in Philadelphia,PA and Norfolk,VA,and has acquired Environmental Compliance,Inc,(ECT).ECI brings 30 years of experience in hazardous materials site inspection,assessment and remediation. DISCLAIMER This;e-mail is confidential. It may also be legally privileged. If you are not the addressee you may not copy, forward disclose or use any part of this email text or attachments. If you have received this message in error,please delete it and all copies from your system and notify the sender immediately by return e-mail. Interact communications cannot be guaranteed to be timely, secure, error or virus free. The sender does not accept liability For any errors or omissions.Any drawings,sketches,Images,or data are to be understood as copyright protected. 2 STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION BUREAU OF POLICY AND PLANNING CRASH DATA AND ANALYSIS SECTION ACCIDENT DATA CONTENT Data in the enclosed report reflects that which was contained in the Department of Transportation's accident file on the date that this report was generated and represents accidents occurring during the time period January 1,2011 through December 31,2013. REPORTING LEVEL Investigating police authorities have been required to complete an accident report within five days of the completion of such investigation for any accident that resulted in death,injury or a prescribed dollar amount of damage to the property of any one individual. The prescribed dollar amounts and their effective periods are as follows: $1,000,from October 1,1988 to present;$600,from October 1, 1984 to September 30, 1988;and$400,from January 1, 1974 to September 30,1934. Before October 1, 1990, both operator and police accident reports were required to be completed and forwarded to the Department of Motor Vehicles. Effective with accidents occurring on October 1, 1990 and thereafter, in accordance with Public Act F 90-143, the requirement of involved operators to complete an Operator Accident Report was rescinded by the State Legislature. Investigating police authorities are also now required to forward accident reports to the Department of Transportation instead of the Department of Motor Vehicles as formerly required. i l Effective with accidents occurring on January 1., 2009 and thereafter,some investigating police authorities are now submitting accident reports electronically to the Department of Transportation. Other investigating police authorities are continuing to forward hard copy reports. Data in the Department of Transportation's accident file reflects data captured from both electronic and hard copy reports. FKLUNJQN OF L AL ROAD PROPERTY DAMAGE ONLY ACCIDENTS. Property damage only accidents which occurred on locally maintained roadways from August 1, 1990 to December 31, 1991, from April 1, 1992 to December 31,2006 and from March 1,2011 to December 31,2011 were not coded for inclusion in the Department of Transportation's accident file. Data users should be aware of the exclusion of local road property damage only accidents for these time periods. PADA LIMITATIONS The Department of Transportation devotes considerable resources to the analysis of each accident received and to the codification of the location of each accident. Each accident entered into the Department's data entry system is reviewed for accuracy and completeness. Quality control routines are included in the system that validate the data. The user of the data contained in the enclosed report should be aware of certain limitations. All accidents which actually occurred within the area covered by the report: May not have been received by the Department ofTransportation; May not have contained sufficient information to have been located in the physical area covered by this report;or i 3 May not have been appropriately located by the Department of Transportation during codification, data entry, file maintenance or data retrieval activities. 3 3S i Accidents contained within the enclosed report may not have actually occurred within the physical area covered by the report,but have been placed there due to, either, insufficient or misleading information contained in the accident report or to misallocation of the accident during codification,data entry,file maintenance or data retrieval activities. i 3 CONTIt LQ ORS }S i The contributing Factors indicated on the accident experience and/or accident summary have been determined by the Department of Transportation's Crash Data and Analysis section and are used by the Department in its ongoing engineering evaluation of Connecticut's roads and highways. 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