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TRAFFIC IMPACT STUDY FOR CLEARWATER MARINE AQUARIUM DOWNTOWN CLEARWATER SITETR.AF�'IC IMPACT STUDY FQR CLEARWATER MARINE AQUARYUM DOWIrTTiDWN �CLEA.RW.A►.TER SIT� CLEARWATER, FLORYDA PRE�'ARED FOR CLEARWATER MARINE AQUARIiJM PI�EPARED BY: GULF COAST COI�SULTING, INC. MAY 21�13 PR0IECT �# 13-021 Robert Pergolizzi, AICPf PTP AICP #�fl23 / PTP #133 I. INTRODi1CTIdN The Clearwater Mai•ine Aquarinin is �raposin� to redevelol� a site in dowi7town Clear�vater cur�•ently oecupied Uy the City ZXall building. Tlie aquarium is �a be locate�l on the �l�r�liwest corner of the Osceola A�fe�iue/ Pieree Street with a�arkiilg garage on the southwesi cai�ler of that ir�te�-section. Tllis redeveIapment of tlle Clearwater Bluff ��vill be the subject of a��ublie referenduin wllich i•ec�uires ail asscssment of the traff c ial�}�acts of the �-edevelopment. This r�port is an evaluation af the traffic in��acts associated u�ith ��edevela��ii�g the site lvitl� an aquariui�l and associated paz•kiiig �ai•age in dowr�town Cleai�vater. Pi•ioi• t� com��leting this analys�s a�netliodolagy was establisiied ��vith t�� City af Clearr�vater Traffic Engineerin� staff. II. EXISTI�,rG BASE T�tAFFIC C�N`DITIONS The pz�opei-ty has fi•ontage or� �sceola Avenue and Pierce Street a��c� tlie pa�-kiii�; garage is expected to �Ia��e access via either �sceala Avenue andlai� Pierce Street. (See Figure 1� Existiiig base canciitions ��re estavlislled by obtai��ing weekday PM p�ak perioci traffic couuts (4-6 PM) aiid Saturday cout�ts beiween 11AM -- 1PM at several ��earUy intersectioils. The traffic counts wex�e adjusted to amlual avera�es usiiig FDOT seasonal adjustment t'ac�ors. Existizag tz�affic volumes are sllcawn in Figure 2 and Figure 2A. Tlle intersectioils we�•e analyzed using SYNCHRO saft��are for sig�ials ai�d HCS for sto�3 cantrolleci interseetioiis. The SYI�,TCHRO and HCS l�rintouts az-e ia�cludeci in A��ei�dix A and the existin� conditioi�s are sho�fi� in TaUle 1 ai�d Tal�le lA. TAI3LE 1 �XISTI\'G P�'� PCAI{ I-1dUR INTERSECTION QP�RATIOIlS �ZO13� I�tersection �,v��age Dela�� Capaci��= I�itersection �'Q'� {�ec I 4=eli) Utilization (ICU) % �'t. Hai7•ison Ave. / Chestnt�t St C 32.4 �2.5°r'o Ft. �az�rison Avc. I Court St � 30.3 61.5% Ft. Harrison Ave. /�'ierce St A 7.4 47.3%a Ft. Hai7�son 1�ve. / Clevela��d St A 6.7 43.0% Ft. Harrison Ave. ! Drc�v St B 12.2 56.3% Che;stnut St / Oalc Av�. B 16.8 62.�% Osceola A.ve. J Coui�t St A. 8.3 42.2% Osceola Ave, / Piez�ce St (4-«�ay) A 10.0 NA Oscerala Ave. / Clevelanci St A 5.6 3$.1 °10 �sceola Ave. 1 Drew St. A G.l 39.7% Eacl� of these in�ersectioiis is si�t�alizeci e;xcept for Osceala Aveilue/ PieT�ee Streei whicli is a 4-way Stop cont��alleci int�rsectian directly acijacent to the site. Al� intersectioils presently o�aerate at L05 C or better uncier �veekday PM peak h�ui• traftc coilc�itioils. 1 `�._: -e • ��F�c?;i' i� • _ -I'r��LS-,�'�4`�:� _� k� 9 � L .1 . � i .,c�� ,s .. - ,�,'� �� j .� ��' �-�'� V'$"i ■sr,� t i, 1 3,i j' .. s- a� �� f _ i� y�.' � ��7: � � `�7 C: yr�.^ - a"�� .r� � ��i� �� -4�1v � � Ls � �-.�4ti.� , — 2 a,`y i � i� i l 1T-,.S �i i . �� `�4,ag '�t.ry'� u� { 1 i� i ,� �� 3 , ��) �!" �� , � � fa'� =ie�� .i}r'°�I `�� +;i �f� �`�i: �� j�si� �s,�7 r'�' =�r�,r�L .�,` � �+k ��'''� a9� ' �`+� a �JSy�r, � �`,,(N r �-- - ' y.�rW I �+ltdi :. a s'L`a�� P....r��i��. •..nyy � � - �'! �-'� � �i 4 i � Y� r� ' �i3i. 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" � �i �-�'�s � y �T�;�'i I � �� ly k�a 'a _�it,�t�$IW� ..�^ �'.' -� ��9"�i�� ...� � y�� 1 �I r. i �;" 4fF.,} d�.�_; � '?�"� -I1�. � +�'�, + � r "� � i !" %s �'� '��%` `.y a } ..; '� � 7 i�� ,I k ` ��r �� ° � �' � y!t � � �� [��`� �' �'�� .s�. „ � f:... ii��. r��'�?f,s�, �� 4� d� i� i � �.!� -' `i ��+ J�i�_. _ � ,7.i y �5 �� E �.�r.�a'�4._.k.�}�i��,�i��9i4�1�w1, `- - ``�, ��i`v �R.� � a'3� x ' i'1 � �• i � �"J Y � f , �`k ' { '..: r =" L. -.^+-`� tse� / A� ' � 1 (' �` �� ` i� �:i..� '�;} #i�+i°�� .�4, �i ��- � �,:��q� £ tis;��,r `�.'� �i�x.�� .ti�.e�l`7 t' 4r r a"��i �� , '� ! ,�rr �� s �ttt R'� i'_1�'� � �:S � ?1��.a:i r � '�y. � $ .v+.�= 'r�, � r � ��t..ac.--°�'�f� !. ' r ,�,�� rr� e �±'� �� ,�` �d ,�',�' �.� '` J#�t�,,5'M�� '� .. t,� ` 'e"t'"" .'�""'° iw,- ��'�, ' , �i r,-.` � 7� �tyr .*,6! l� �� r_-__. � ��` x. �'`�. s.��'- ��,7��1�i�� a� � ! _ ! a�.�t�'�' � � �&�iEn�� ' � �� .'s �"., p�.°pv y � E�' � � i '� h[T`,��s ��1p�4 ��L(��pf�pr.L� � �� ' r�� —� S �.��(yp��g,� ,y_, , j�,y y� y ( q- ;:�i1. a��x�v�l �r?'.4�lf �l_i:�� 1 j`S� fY=,�� _� �/�3 � �� ,i k3. ,dd�nl,�i �q3 r�"1 � ur 1 �v�s��1 i �- � � ,i xi^ ; . . � , -a5 PROJL-C� NO: PROJECT LOCATIOI`J �3_Q2� DA'1'L-: FIGURE: Gu1f Coast Consulting, Inc. � �� Lai�d I�evelopmez�t Consulting 5�2d � � ; ��i�� `,� �� "� �a,�n1tv e��: KC � 1 1 `�I �1 � fi� Y� t-- sz �135 �REW Si ��m �� -, w � R4ADWAYSEGMENTV�LUMESARETHE z HIGHEROFTHEAPPRQACIiVOLUMESAHD Q� I DEPAftTURE VQLUME FROM A�JACENT �� INTERSECTIQNS, THE �IFFEREI�CE IS THE ¢ RESULT QF [�lTERME�IA�E DRiVEWAYS THAT � ARE I�OT GRAPHICALLY SH4W�+1, � 0 � L �Z 94 -- 48 � � 3� CI,�V�I.AND ST � I � 79 ��n� � rnf �I L �� 62 � 25 � � z7 PIERCE ST ��►r 60 o�nm —� Nr � �f ol N L 25 � �oa r— sz �XISTIi��G VYEEKDAY PM PEAK HflUR TRAFF'IC (2013) DATE: Gu�f Coast Cor�sulti��.g, Inc. ��201 � '' � c�--=;,�. LaiYC� Develq �tnent Consultin ;:'��.� -.;e�� : 4'�. 'i '� DCZA11'N BY: KC CQURT ST CHEBTNUT ST rRaJECr r:o: 13��21 rTGliRE; 1� l � � ,� � �� o� �� f �, �� 1 '. / � � L42 � �44 h°�°� �_17 213 ��s� —149 y I I I �753 I I� �102 � �. _ �� z� -��r� �6 9-� ��r I 9� oo ��,n � 55 --� m�a � 7 �� Q ��ry�o � � W � ¢ �� I a� o �I ¢ � J zL C� _ w i— U � O Q 0 Ervo�oo �2� 122 r�iac� --44 _JIL_ �31 JI� ��' s---� �l f f' Ss i o� I M I� }i� «row � 33� a>��n 21� :�� r� RI �f �I p� � I N L�j o �6 cv`�r'ryi �_7 �_z ��co —20 I I� �43 I I f �14 _� �i r� 6 J —1 ! �` �¢ s � J `1 f �` 10� `�� ` 30 F �cn� � � � i � ° i u� I `u �? � � V' O � � �� L45 `� f— 32 0' °' � 1007 J — I 296 �3�6 J� � 55 �� w �« � �� Q �; � � Y rv Q �} � � d I v1 ` Qn N (`P I � r � a �;2 — � r` ..�' ;87� � � �oa 8Q7� oo� 90—ry �1° � 291 t3REW ST i68 ROAaWAY SEGMENT VOLUMES ARE THE HIGHER (}F THE APPROACH VOLUMES Aid4 dEPARTURE VOLUME FROM A4}JACENT INTERSECTIONS, THE DIFFERENCE 15 TWE RESULT OF I�ITERMEDIAT� DRIVEWAYS THAT ARE �IOT GRAPHfCALLY SHOWN. �XISTING SAT'URDAY MID—DAY PEAK HOUR TRAI'FIC (2013) DATC: Gulf Coasi Consulting, I�c. :, ;�� Lancl Development Consultiiig 5�201 3 �� " ; i�; ; �% oan��r av: KC 84 CLEVELAND ST s9 TO �o � 893 PIERCE ST COURT ST CHESTNUT ST PROJECT �O: 13—D21 PIGURE: TABLE 1A �XISTIRG S.�.TURD,4Y 1�11I�-IlA'1' PEAK HOUR INTERS�:C1'ION Or�rz�r�a�rs {2013} Irite��sectian .�vera�e De�a�r Capacit,y Intersecti+o�x �Q� (sec f veltj Utilization �A� V ) 4J� Ft. Harrison Avc. f Chestiiut St C 34.3 50.4% Pt, Harrison Ave. / Court St C 33.2 67.5% Ft. HaY�iso�l Ave, / Pierce St A 5.8 40.8% Ft. Harrisoil A��e. / Clevela��d St A G.$ 50.3%a Ft. Harri�an A��e, / Drew St S 11.3 46.4% Cheshiut St / Oal< Ave. A 6.3 5�.6% Osceoia Ave. / Coui-� St A 8.3 45.8% Qsceola Ave. / Piex-ce St (�-«�ay) A 8.58 NA Osceala Ave. I Cleveland St A S.C� 32.5% Osceola Ave. / Dre�v St. A 5.0 40.2% On Saturday a11 intersectir�ns presently operate at LQS � or bette�• uz�dez• x�iid-day peak 11our t�-affic coi�ditions. Oper7ting eoilditio��s oi� roadway se�netlts in the area v�Fere ai�alyzed usi�ig IICS sof�wa��e atiti 2012 FDOT Quality/Level of Service Haiiclboolc Ge�lez-ali�eci Tavle capacities and are sllowi� b�low ii1 Tabie 2 anci T�.ble 2A. � TABLE 2 EXIS'I"Ii�G P1I PEAK HOURROAll1'VA'Y SCGA7GI�T OPIsRATIONS (2Q13j P11fI PNT Feak � LO� Roac��}�ay �egiuie�it Lai�e Tj�e Peak LCt� D r Valunie Ca acitv Ft Hai7'isai� Av�c. (Clicsti�ut -- Court)} 2-lane E��/Lt lazle �55 HCS I D Ft. Hai�•isoii Ave {Court — Pic;�•ce) 2-la�le w/Lt lane 92� HCS D Ft. IIar�•ison Ati�e {Pi�rce — Cle��eland} 2-laile �,�TILt lane 876 HC� D Ft. Hai-��ison Ave {Cleveland — Drew) 2-lane �7ILt laile 79Q HC� � D Oscea�a Ave. (Court — Pierce) 2lanes 427 1200 C Osceola I�ve. (Pierce — Clevelanci) 2 lanes w/Lt lanc 382 i2aa C l�sceola Ave. (Clevelailcl — Drcw) 2 lanes �v/Lt lane 371 12(}0 C C�lestnut ( Oak Ave — Ft. Hai7�ison Ave) 4 Ianes EB only 1559 �07� C Chestnut (E, of I�t. Harri�on Ave.} 4 lai�es EB only i217 4070 C Court St (�. c�f Ft. Harrison Ave.) 4 Iaiies WB or7ly 807 40?0 C Cour�t St (�"t. Z�azx�isoz� Ave. — C�ak Ave) 3 I�i�es WB oi11y 1024 302(� C Pierce St. (E. of Ft. Harrison Ave,) 2 13zies 122 1200 C Pierce St. (Ft. Hai•risoil— Osccal�i Ave.} 2 lanes 187 1200 C C1eveIand St (E, of Pti. IIari•ison Ave.} 2 lanes ciivicled 173 12G0 C C1eveI�ncl St. (rt. IIzrrison — Osceala) 2 lailes clivided 152 1260 C � Dre�v St {E. of �'t. Ha�-�-isot� Ave.) 4lanes 489 2.19Q G Drew St {Ft. H�.n-iso�i — Osceola) 4 lanes 352 219� C All 1•oadway seginents a�lalyzed prese�itly o��erate at L()S D or bettet•. Fc�i�t I�a�7-ison Avenue o�erates at LOS C I101'f11bdU11C� with average travel speed of 21.8 MPH izoi-�ht�4unci aiid LOS D soutllbouiid wit11 aii a��era�;e tra��el speed of 1 S.fl MPH s��thbc�ui�d. T�BL� 2A E�CISTING SATUR�3�.Y 11�IIB-�AY P�AK HQUR I�OADt'VAY SE�M�N`i' �}PTRATfONS (2�13) P�d'I PM Peak LOS Road�vay Seg�nent Lane T�rpe P"eak LO� D Vol�me Ca acifi�= F�. Hai7•ison �1ve. (Cl�estnt�� — Court)) 2-lane �v/Lt lane 757 HCS D Ft. Hai7•ison Ave {Cc�ur�t —�'ie�•ce) 2-lane w/Lt laiie 826 I-�CS D F�. IIarrison Ave {Pierce — Cleveland) 2-lat�e w/Lt la�le 881 H�S D Ft, IIarrison Ave {CleiTela�lei — Dre�v} 2-latl� �.�TfLt la�le 846 HCS D Osceola Ave. (Caurt — Pierce) 2 lanes 275 1200 G Osceola Ave. (Piet•ce — Cleveiai�ci) 2lanes ��/Lt lane 258 1200 C Osceala Ave. (Cleveland — Dre;v) 2 Ianes wlLt lane 244 1200 C C�iestnut ((�alc Ave — Ft. Harris�zi Ave) 4 lailcs EB only 110 � 4070 C C�iesti�ut (E, of rt, IIai�-ison Ave.} 4 Ia��es EB oz�ly 893 �07Q C Courl St (E, of Ft. Harrisai� Ave.) 4�a��es WB o�lly 1101 407� C Court St {Ft. Han7son Ave. �- Oak Ave) 3 lanes WB only 1346 3fl20 C Pier�e St (�. oFFt. Harrison Ave.) � lanes �fl 120� C Piei°ce St. (Ft. Hai7ison — Osceola Ave.} 2 Ianes 146 1200 C Clevel�ild St (E. ofFt. Hai�ison Av�.) 2 lanes 153 126Q C Clevelan.c� St. (I"i. IIarrisc�n — Osceola} 2 lanes 24� 1260 C Drew St {E. of Ft. Han-ison Ave.) 4 ranes 459 2I9� C Drew St {Ft. Hairison -- Osccc�la) 4 lanes 289 2190 C fln S�t�rci�y al1 road�vay se�;��ezits azlalyzed p��esex�tly Qpez�ate at LOS D or l�etter. Far� Hai7•ison Avenue o�ei•ates at LOS C northUound ��ith average travel speed of 20.8 MPZ� nortliboui�d �aid LOS D southbot�nd �vith a�i avei�a�e travel s��ced c�f 17.8 MY�H soutil�t�ound. III. FUTURL TRAFrIC C�I�,�DXTX�NS Tfle �c��iarium ��rill be open to t1�e �ublic sevezx days a week featu��ing eYhivits and perfoiYllances �y ��"intez° the doIpl�in aild otl7er i�l�riile �r7imals. Ho�� of ope��tioi� a�-e expected to bc 9AM — C� PNI siinilar to the existiilg f�cility on Island Estates. �3ased on lhe a�erating l�ours, it was agreed hy the City of Clearwater fhat aquat•iuin traffic iinpacts �vaulci not aecui• during tl}e �vee�Cday AM �jeak ��ez-iocl (7-9 AM), but ��oulcl be sl��•ead 3 tluou�llout t�ie day with heaviest traffic coinciding during #l�c PM pe�k period and tl�e Saturday inici-day �eriod. As discussed with the C`ity of Cleai-��atea- and considerin� the tii�7ed perfoi7nances thc traif c c�laractei-istics will be sit��ilaa' to � ilteater. Using Institute of Transportation Ei�gizleez�s (ITE} Tri� Ge��er•ation, 9`�` Edition rates foi• a inulti-plex tl�ea�er, the arnou�lt of tr�iffic genc�•ated by th� project tivas calculated. Tri�� eneratian esti�ilates are sllown belo�,v in Table 3. T:�gLC 3 �r�.�� Gr�rR�.T[o�r rs�r��r�s L�nci iJ�e Arnour�t Pi�T Pealc k�a�r Tri�� at. I��Iirl-D��f P'e�k TYo�� 'r-� s Theater 1,750 seats 140 (50 in / 90 out) 158 (11� in / 44 out} TOTAL 140 (50 i�r / 90 oast} 158 (114 i�i f 44 orrt) The aquai7iun v�Till provide shuttle seivice to/froin beach hatels. Since inany visitors will l�e toui•ists or those unfamiliar witli do�vntowii Clearwater street patterns, "wayfinding" si�nage slioulci �e provic�ed. Ti1is signagc shauld direct those a��roacl�ing fi-om the east fo use Drew Street, as tivell as Coui-i Street, anci discourage ti�c use o� Clcvel�tld Street to maintaii3 its pedestriai� fi-ienclly desi��x, whicl� z-eciuces ��ehicular ca}�acity. It is assumed all velaiculaz- t��af�c is destineci for tlie proposed paz°kin�; ga�-age at tl�e soutlnvest cQrner af Osceola AvcnuelPiercc Sh•eet. The expected disti•ibution is showii in Figure 3 anc� is sutninarizeci below: 40% to/fi•am Cleai-wate�• Beach via Court StreetlChestnut Street and Memorial Causer��vay I S°!o tolfi-on1 norih via Ft. I�an-isfln Ave�lue I S°/a t�lfi-oin soutli via l't. I�az-��so�� Ave��ue I S% fz�o�� east via l�z•ew Street 15°/`o toJfronl east via Court StreetlChestilut Sh•eet Tiie road��Tay se�ments prin7aril� inlpactieci b�� tl�e ��1•oject are alofi� F�. Harrison Avenue and Osceola Avetlue, Ft. Hairisan Avenue is a priinary nbrtl��soutli route througl� do�vi�town Clear��atca�. Based o�l Higln��ay Capacity Manual criteri�, Ft. Hai�ison A��enue is classified as a"Class 3" arterial, �ia��in� ur�an design, fi-equent traffic signals, lower posted s�eed liinits, az�d substantial �i�•ivetvay access, as op��osed to nlo�-e suburban art�rials. Project h�affic u�as added to existin� traffic to shoti�v future t��affic coa�ditiozls aa�d tl3e intersections were rean�lyzeei usinb SYNCI�R� and HCS. Futu��e traffic volu�7lcs arc s1�ot��n in rigure 4 and Fi�ure 4A. The SYl\TCI-IR�O and I-ICS pi°intouks �re included in Ap��endix S a�1ci the expected future intcrsectioil o��eratioils are showi� belo�v ii� Table 4 anci Table 4A. 4 � 2❑ 71.T a�N �13 l�l J � � ��6� o J �l I i� iQ� �n�o 7 � f + n,� w �I I ¢ d I o 1 � � � � � "� � 33 � °�O —yn J I I� � a3 � SJ �fr gT cvoo 8 SO (�: � � (\� �� 1 I O L zj —q� N°yN �21 'G �O � �50 _J # � �44 m� � ' ` 3° `1 f I� � 3� J 1 �'-� i � � ° iT� �� ° �� b8 � � 1 / rGriRY'SVC NI N� N � (`! %2 � -- 987 — � � � Q � � � Q �� s,— , r- , �� ,6os ^ L 52 202 wN� —14Z �� oz ,9z �,� �l I �' -- 514— mnro � �-�� w 4 �� z � o �� "' � Q � � ¢ _ � � 0 � � �—�z 90 �;�c? �- a8 I ; I � 34 �� i� �2 6� ��r � 43� �cn� 13 �� M 1 c I � ` I� &6 °'�� —25 J�� 27 Sai �4� � f � 4fi � o�nm 41 � c� r� V �I dl � �^ ��5 nN �70t� ,oss J � �gz �f � �� ,� � � � �� I� z�� ` r �� z � � �-, h is�—� ��" FUTUR� �YC�KDAY P14 PGAK HOU1Z TRAFI'IC Gulf Caas� {Co�sulting, Inc. �"��;�� Lai2d Devela��i�lejlt Cons�ilting '' V� �`+'-,� z�s DR�W ST �� 213 RDADWAY SEGI�ENT VOLUk�ES ARE THE HIGfiER OF THE APPR�ACIi VOLUMES APld DEPARTURE VOLUME FROM AdJACEN7 INYERSEGTiONS. THE [fIFF�Ft�NCE ES TH� RESULT QF [NT�RMEDIATE DRNEWAYS 7HAT n� �or cw��ie.�lv sxowr�, DA7�£: 5/201 3 D[dAll'N I31': �C ,94 CLEVELAND 5T 79 fi2 �iE�cE sr � 60 815 � eou�T sT GHESTI�UT ST �zso �r�o»cr no: 13-421 FIGLiRE: N ,� , � �� y P �� J ! / / I ! �— a2 r�W[��r �97 J�� --�5� z --f �1 t I� 39� �� 7� � �o 247 �`�,°�r%� �tb6 � ; � �i07 e� , � � �� r � 6z� �� 1D� ��u� � �¢ �� I ¢ � � 4 o = u� F- U � � O �� L25 i22 °r�'�cv �a4 J I � r31 � I � �3i 1 s--� �fr es ,o� ��r ii— .��:�� 33� o'r+n 21� `° 4�� n�� I ^� �� °I �v Lz� o L� `ii n`°�� 7 72 ��efl -�20 l �114 � I � �43 I I � �iS � �J 2� r ,�� f r� ,� �4J � t r � I � 10� N,�N 30— �t�a �Cf��36 � °' �' 30 � `v;� � � �- if7 N C`! � GARAG� N� �� UI o� v �f �_ .- L r— °' °' � 45 112 �-10i8 � �1296 �aZ6 1 4 �55 �� L.IJ � Q Y N O � 9J ��- ° I� cn a `� N 308 pREW ST , �� ROADWAY SEGMENT VOLUME5 ARE 7HE HIGHER aF TH� APPROACH V�LU�IES AND �E!'ARTURE VOLUME FRQM MJACENT INTER5EGTi0NS, THE �IFFERENCE IS THE RESULT OF 1NTERMEDIATE DRIVEWAYS THAT AftE NOT GRAPhiICALLY SHONIN. 84 CLEVELAND ST 69 4Q PIERCE ST 50 111$ _� � � N �'7 �� NI �� ul � 1 � Wf �I � N .\' N 1 � r-- 'i'oG e33 f 899 813� �� 9%� f�]� I'L7TUIt� SATURDAY MID�DAY PEAK HOUR TRAFI'IC Gulf Coas� Consulting, Inc. � � ��' Land Developnsent Consulting , � - ��,�. ..--. r�,, , •;�� v-.7 �. ��`�� UAT�: 5/�0�� llILA11'i'S BY: KC COURT ST CHESTNUT Si' I'It�J�CT i��0. 1 3-02 i PIGURE: TF1B�,� 4 PUTi URE P1�I P�AK HOUR InT�RSEC'TIQN OPEItATIOhS III�@�'3LCi�Ciri Intersection LQS Aver�ge llcZay' Capacit-�� (sec I veh) utilization {ICL� % Ft. Hat7isori Ave. / Chestnut St C 32.2 I 63.1% Fl. Har�risoi� Ave. f Court St C 30,3 63.3% Ft Hai`�isoi� Ave. f Pierce St A 7.4 47.3% Ft. H�rrisoia Ave. / Cler�elai�d St ,4 6.7 �3.�% Ft. Harrisan Ave. I Drerv St B 12.7 5i.2% Chestnut �t / Oak Ave. B 1$.1 63.2°10 �sceola Ave. / Cout�t St A 9.7 47,0%fl Osceala Ave. l Pierce St (4-u�ay) A 10.�0 NA Osceola Ave. / Cleveland St A 5.6 38.1% Osceala Ave. f Drer�v St A 6.8 41.5°!0 Pierce St. / Farking Garage D�-ive AIA 7.4/8.8 NA A�1 iz�te�•sectioz�.s tivould cozatinue to operate at LOS C or better uilder �reekday PM l�eak hour traf%c conditions. T.��.r 4A FUTURC SATURDAY 1�IID-DAY P�AK IiClUR I�JTCCtSEGTI0I4' OPERATIOlhS Intersection Intersectian LO� 1�iverage Dcla�r Capacit,y (sec / veh) LTtilization (ICLI) % Ft. Harrisoza Ave. / Chesinut St C 34.5 51.7°fo Ft, Harrison Ave. / Caurt St C 33.4 71.8% Ft. Han-ison Ave. f Piercc Sf A 5.8 40.$% F�. Ha��rison A.ve. / Cleveiand St A 6.8 5�.3°r'o Ft. IIarrisoii Ave. / Drew St � 1 1.7 �7.G°�a Cliestn�t St I Oak Ave. A &.4 52.0°/a Osceola A��e. l Couz�t St B 10.3 50.0% �sceola A��e. / Pierce St (4-��ay) �1 9.18 NA dsceola A�le. / Clcvei�nci St A 5.7 33.2% Osceola A�re. / Dre�v St. A S.fl �0.$% Pierce St, 1 Parkiiig Garage Drive �/A 7.5/4.6 �A 5 O�� Saturday a11 intersections ti��ould contitiue to �pei•ate at LOS C ar better under anid-day peak hour tzaf�e conditions. Future aperating co�lditio�is oz� raadu�ay segments in the arca were rc�nalyzed using IICS softwarc ai�d 2012 FDOT Qualitv/Leve1 of Sei-��ice Ha�ldbook Geiieralized Table capacities a�Id are sliown beioti�� in Table 5& Table SA, `1 �,�3I..0 5 FUTURC Pl7 �P��K HOUFt ROAI�1�'�1.Y SEGV'I�NT OPERATI�I�`S P14� PI'vi Peak j LO� RQadtiva�l Segn�ent Lai�e T�pe Feak L()S D ( Volun�e Ca aci Ft. Harrison A��e. (Cliestaiut -- Court)) 2-lane �v/Lt 1�ne 982 I�CS D Ft. Harrison Ave (Court — Pierce) 2-lane w/Lt la�ie 924 HCS D Ft. Hai7•ison Ave {Piez-ce — Cleveland) 2-lane �urlLt la�ie 876 I�CS D Ft. H�.�-��isoz� Ave {Clevelan�i — Drew) 2-laiie uT/Lt la��e 79i1 I�CS I D 4sceo�a Ave. (Caui-� -- Pies•ce) 2 Iailes 525 12�0 C Qsceola Ave. (Pie�•ce — Clevelanei} 2 ianes �vlLt lane 424 1200 C Osceola Ave. (Cle��elaild — Dreu�) 2 Ianes wlLt lane 413 1200 C Chestnuf ( Oa� Ave —�'t. Ha�7•ison Ave) 4 lanes EB only 1606 4-070 C Chestn�at (E. of Ft. Hai7•i�at� Ave.) 4 l�Y�es EB only 1230 4070 G Cour�t S� (E. of Ft. Harrison Ave.) 4lanes WB ai�ly 815 4070 ; C Court St (Ft. Han-ison Avc. — Oak Ave) 3 laiies W13 only 1059 3020 C Pierce St. {E. of Ft. Harrisan Ave.) 2 lat�es 122 12fl0 C Pierce St. {Ft. I Iarrisoii -- Osceola Ave.) 2 lanes 187 12C�Q C i Clevelanci Sl {E, of Ft. �Iai7•isoii Ave.) 2 lanes clivided 173 1260 C Cle��eland St. (Ft. Hai��son — Oseeala) 2 lanes clivicled 152 126Q C Drew St (E. of �'t. �Iarrisa�l Ave.) 4lanes 5(�9 2190 C D�•ew St (Ft, Han-ison — Osceola) 4 lanes 394 21�}0 C T�1BLE 5A I'UTUR� SATURDAY \IID-DAY �'EA[{ HOUR R�AD1V:\1' �EG14I�NT OPL,RATIONS PM PNI Peak � LO� Rflac��vay Segmeut I,aue T'��e Pea�C L.OS D Volume C� acity : Ft. H�rrison Ave. (Cl�estilut — Cc�urt}) 2-la��e ��ILt lai�c $2Q HCS D I't. Ha��z�isoi� Ave (Court — Piercc} 2-la�ie v�r/Lt Iaz�e �26 HC5 D �'ti. Hat�-ison Ave (Piei'ce — Cle�felaticl) 2-lane ��/Lt [ane 881 HCS I� I Ft. Harrison A�Te (Cle��elac�d r Drew} 2-lane w/Lt lai�� 846 I��'S D Osceola Ave. (Courf — Picrce) 2 la��es 386 1200 C Osceol� l-�vc. (Pierce — Cleveland) 2 l�t�es ��ILt lanc 305 12Q0 C Osceola Ave. {Clevelaz�cl— Dre«r) 2 latles wlLt laiic 291 120Q C �hestz�ut ( Oak A4�e — Ft, I�an-isai�t Ave) 4 laues EB arlly 1160 4070 C Chestnut (E. of Ft Hai7•iso�� A��e.) 4 laal�es E� o�lly 8�9 407(J C G Court St (E. of Ft. Hai7�isfln Ave.) 4 Ianes WB o�11y 1118 4070 C Coui�t St (Ft. Hai-�°isoii Ave. — Oak Ave) 3 Ianes WS o�ily 1426 3020 D Pierce St. (E, oiFt, Harrisaii �ve.) 2 Ianes 90 120� C Pierce St. {Ft. Harrison — Osceola Avc.) 2 ianes 146 12Q0 C C�evelaild St (E. af Ft. Har7-isoia Ave.} 2lanes 15� 126Q C Cteveland St. (Ft. Hat�risot� — asceola) 2lanes 208 1260 C Drew St {E. of Ft. Hai�•ison Ave.) 4lanes 483 219fl C Drcu� Sf {Ft. Hai7-ison — Osceola} 4 lai�es 336 2190 C A� shown in Table 5 at�d Tab�e SA, all roadways �voulct continue to ol�ez�ate at LOS D o�� bette�• with the traffic iinpact of tl�e ac�uarium. Tl1e HCS ��rintauts show Ft. Ha��-ison Avenue z��ould coiitii�ue to operate �t LJS C northbou��d witl� average t�•av�l specd of 21.8 M�'H nc�rtilbouilcl a�id L�S � southl�ouzld tivith average tra��el speed of 17.7 MPH southl�oui�d durin� tlle r�eekday PM peak hour. Qz� Saturc�ay all r�adway segmeilts �vou�d coaitinue tc� o�erate at �,OS D ar better. Ti1e Saturday i�lid-ciay level of service on tl�e segtl�ei�t of Gourt Street betr��reen �'t. Harrison �venue and Osceola Avei�ue tivould clrap fi-o�n LOS C to LflS D. This represei�ts acceptavie conciifions. Fort H�i7-ison Ave�1��e v��ould o��erate at LOS C i�ortl�bounti ti��it�i avera�;e tra��el s��eed of 2fl.7 MPH nortl�bou�lcl ai�ci LQS D soutllboutzd �vifill an averagc travel specd of 17.3 MPH southbourtid. This z-epz-esei�ts inininzal im�act to levels of ser��ice �r�d ti•avels s��eeds. I'V, CONGLUSION T11e existiil� coneiitioiis a�ialysis de�nonstrates acceptable intersectioii and roacl��ay seginent oiaerations for botl� r�treelfclay PM peak l�our ca��ciitions anci Satui•day n�id-day �eak eonditioi�s, Traffic iinpacts af the aquariutn �vill be relatively ininpr and dispersed tlu�ou�;l�out tl�e day. Impact to ciown�ow�1 raadways wili be pi7ina�ily oz� Ft. Harrison Avci�ue aild Osceola Avez�ue, ��vith isoT�ted i��tersection iinpacts. Minor pea�C hour congestion on Ft. Hai-��ison Avenue l��tween Court Street at�d Cliestnut St�-eet is #l�e resul� of clasely spaceci signalized ii�terscctiorls with relati�Tely lo��g {140 second} cycle �engtlls. Any rerievcla��nent of the City IIall ��°operty witl� tl�e aquzriuin ai�d accdm�anyi�ig p�rl�ing ga�-age s�loul�l Ue coinUiiled with compi•ehensive direciional "wayfii�ciii��" sigt�a�;e. Such si�na�e shoulcl direct rllotc�i'ists approaching fiom tlae i�orth to use Drel�l Sti•eet �vestbouz�ci to �sceola Avenue south}�ound to tlle parkin� garage a� k'ie�-ce Steeet. Likeufise, inotorists aI3�3z•c�acl�i�� i�oin the soutl� slloulci be directed ta use Court St��eet westbaund tc� Osceala �1,venue iioi�hl�ounci ane-l�lock to tlle ��at�king gai•age on Pierce Street. Tlle additic�il af vehicular traffic ta Clevelauci Street sllauld be c�iscouraged.. �ccess tc� tl�e p�rl�rn� gara�e slioulcl be ti�ia a full access along Pierce St�•eet �o avoid left turns aloiig Osceflla Avenue iiali�lediately south of the Piez-ce Street intersectic�n. An�F secozadai•y egress tc� Osceola �Lvei7ue i�1ay be li�nited to ri�ht-tu�-��s exiti�lg only. Thc 3dciitioi� of a turn la��e an Piei-ce Street is not ilecessary since opl�osialg traffic is mii�imal. 7 In suriun�ry, tlae developinent of the Cl�arti�fatet• Mariiie Aquariuin on Osceola Ave�lue will iioi result in L�nacce��table levels af service. APP�NDZX A a � � m � � i� N O R� �1 A4 I !� F1 O Q �' O �� , � o� b� t-e al '�+ � � roo U U �� O fi�' � � U fa N W Ga ?a � C W O N N o al o rn u7 r-I x b.. � �1 a u 0 � � � � o � N �6 U N rn 0 Ge G� U U O U� -�`e Pt Ga � � m +� M Cl x v N � � � � Iv� � [� l!- � I�n � c�t m �� r�'� � o co r r r m o,� cv ri ��n t� � r m m rn rn rn o r-i � t� � u� u r m io c- �o irr � c� c� � d� d� d� d' d' �n �n m N � rl r{ �-I O CJ O O O O �5 � 01 01 61 O O O O O O O O O O O O O O rl rl rl � r3 r-� r� ri r� H s-S rl rl rl rl r-: ��""� � T'� �� . . . . . � . . . . � . . � � , . � . . . . . . . � � � . . . . . . � . . � � � . . � � � . � . � . . � . � r-I ri r-I r� r-� �{ rl r-I r-1 0 0 0 o O r-{ ri ri ri r-[ r-I rl r-I ri r-I rl �-: ri rl r-I rl rl rl rt � r-I ri rl rl ri r-I ri r-� �I r-I ri rl rl r-I r-I ri rl .� ri l0 v7 V� r-� 61 {� � m N rl o C7 O ri N M•[d'j ul W[� Ol al d1 Q o ri H r{ N m m at � l0 l0 f� C� W 1� l6 �/1 d' �!' vl u] Lfl � U7 -u7 lD lD l+! d� 0 0 0 0 61 61 0l 61 61 61 T Ol 61 dl �l 6116116/ al d� 61 a1 T � o 0 0 0 o d O O O O O O O O O Q o 0 0 o C? 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N CV N N N N SV N�V N CV N N N[V N N N �� r-I Co ul N dl u7 N 61 �A �7 LV Ql lo N m lD M o i� d' r-7 m� r-I a3 v] N 61 �9 M O tA f�l �[� f�'7 O f� �3' r-i [o v] N 61 �fl N ol lo f`'1 O{� G� rt d o�-i N N O rl ri N O r� � N o o rt N m o � N N O ri rl N O O rl (V f�7 O r-� (V N o ri rl N � o rE N N O,-i � CV o ri rl N(r1 \ \ \ \ \ \ \ \ \ � \ \ \ � \ \ � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ri r-I ri rl �-i N N CV N(+'1 m m m d' d' v` v' d" �f] u7 u1 ��A lo lD lo f� C� f� [� C^ m m[� CO 61 61 U1 6� O O C7 0 o rl ri ri ,-i N fV N[V (V 4 O p O O O O O o� b O O O O O O O O a(7 Q C} O O O O � O O O O O O C7 U C7 O O rl r-� � i"� s-i rl rl ri ri �'`-t �"'� �""� �"� I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I 1 I I I I I i I I I I I r{ ri r-I r-I � r-I ri ri r-1 r-I r1 rl rl ri rl ri rl r-i rl ,-i rl ri r-I r-I r{ r� r-I rl rl ri ra r� .-1 rs r-I r-i r-1 �-1 ri ri rl rl r� ri rl ri ri rl r-I ri r-� r-t ri � ri s-I rl ri rl N r-i rl ri ri rl rl rl r-I rl rl r-i rl rl rl r-I ri r� .--! H ri r-1 H N ri rl �i r-I rl � ri rl ri ri r-I r-� r� r-i ri rl r-I rl r-i ri rl r-{ r-I O O O O O O O O o Ci O O O O O O O O Q O O O O O O O O O O O O O o C7 O U O O O O Q O O O C7 O O o O O O O 0 N N N N CV N N N N lV CV N N N N(V N N N N N (V N N(y N N N N cV N N N N N N N N N N N N N N N N N N N N N N N \ \ \ \ \ � � � � � \ \ � � � � � � � � � � \ � \ \ � � � � � � � � \ � \ \ � � � \ � � � \ � � \ \ � � � r{ N 61 �O M O lo C�] o[^ �O f"1 0 1� m O Ir P ri ao ul iV 61 U7 LV O� 10 S�'] O[^ �ri rl C�' cl' rl m d� rl oo in N Ol lD S�] o lfl f+'7 O f� d� r-I CO N O O O ri fV M o r-I N N o ri N N O,-i rl N O O rl (V N P ri r-i N o r1 r-! N M o r-I N N o rl ,--{ N O O ri N m o rl N N O ri r� N \ \ \ \ \ � � � � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � � � � � \ � \ \ \ \ \ \ \ \ \ \ \ � 1 \ \ \ \ \ \ \ � � ri rl � r-1 ri rl N N N N M M M M C d' d' d� � �'1 �+] �'Y v1 l0 �O l0 lD S� I� t� {� i� cU 00 CO Cd 61 al� 61 Ol o 0 0 o O rl r�i r1 r-! N N N N O O C7 C7 O O O O O Q o O O o O O O O O O O O o O O O O O O O Q P O CJ o o O O O O �i �-I c-{ rl �-i r� ��"'� �"� �� I i,�n��nc�ncnrcamo�c�m��niorcomo,�cv �n�vn�c-camartrvm �r�n�ormaloriNM T�n�or oarno,� c�ri r-{ r-I � ri �-i rl ,--I rl ,-i rl N N N N N CV N N N N M M M m M M�'"1 C''1 m m a' d' �' V` d' �' a' �1' d' �` "1 '�l 'f] '�l { � x �x R � � x � � � �x � x G D � � � x m m w � N w O � � tn � w Type of peak hour being reported: Infersection Peak LqCAiION: S Ft Harrison Ave -- Chestnut St CITYISTATE; Clearwater, FL 370 617 �a *� 0 338 32 .►a4 p +27U� �' D~ 0 1181`� 4.96 � 0 1597� 1AB � � � �� 0 �1295 0 347 82 � i t 484 429 Period � ' L.� 15 � 22 � 8 � � � * � NA �7 i 4 � � ::::. � � �► _ * NA �` NA � Z i �i h t f' NA i * 14 D Method for determining peak hour: Total Entering Vofume QC JOB #: 10943�}10 DATE: Thu A r 18 2013 Peak-Hour: �4:30 PM -- 5:3� PM 1.g 3.z Peak 15-Min: 5:00 PM -- 5:15 PM � s *� 0.0 1.8 3.1 .� a a 0.0 « 4.4 1 �' 0.0 ~ O.D 1.4 � �� 0.0 1.9 � 2.h � h �, �� 0.0* 1.5 ��1�� +Q�n�� 0.0 2.3 2.4 -3�t_E�ILi't:iy-q'�I{�'-I ,.. . � � � €:•::�i.y.i..�.�iC��: _t�.l��.-f.._., 1.9 2.3 � 1 y � � � � � 0 0 1 0 � i 4 2 � t' 0 0 i �" r 0 � h ! !� � 0 4 0 � � NA � ` d i 4 N� � � � NA ~ » » M tJA 'i P h � � � NA � 4 1 0 625 =KIVK �'{OU1'ly Totals 5:30 PM 0 93 20 0 0 5 77 D 0 D 57 269 24 4 7 0 0 0 0 0 552 23fi0 5:A5 PM 0 101 4 0 0 6 78 � 0 0 62 2D2 25 D 6 0 0 0 D 0 484 2247 J�" � � ``°1 �si3 ��P .. � � �� > ,, ��-, � �7 :a �> �, `I'1 Psak75•Min Heavy Trucks 0 12 0 ; Pedesirians 12 ' Bicycles 0 U 0 Railroad Sto ed Buses Con7ments: Repori generated on 4/26/2013 2:59 PM 4 364 0 0 0 25S 12fi4 1AA 0 8 0 0 0 a 0 250 0 8 0 i6 12 D 0 0 0 48 0 12 8 32 0 1 0 0 0 0 0 U 0 1 SOURCE: Quality Counts, LLC (http:llvwrw.qualifycounts.net) 1-877-580-2212 ype of peak hour being reported: Intersection Peak �.00ATI4N; S F't Harrison Ave -- Chestnut St CITYlS7A'iE: Clearwater, FL Method for zse 5a� Peak-Hour: 'l2:00 PM -- 1:00 PM �a *� Peak 95-Min: 12:30 PM -- 12:45 PM 0 245 23 J i �. 0 +199'� � 0+ 0 859 '� 0.97 ~ 0 1154`� 96 �� t �{ 0~ 95D 0 338 68 ��1 ��if r°'��n�� t 4' y M`. 3A1 A66 r,E�,�.r;E�cc�rii:�: -;rs`,; E-;J_!_i_.-i ;r's�: ..=,liti IC",_ ,, �.�.�..J ' � fi � 38 � 13 � �a *� NA J i 4 l+ .� � � NA ; � * NA `► i �' � h t r� NA � i * Period �l� � ---► � � � � nining peak hour: Total Entering Volume ac �o� #: � osasa2o DATE: Sat A r 20 2013 2.6 3.7 �; * � 0.0 2.4 4.3 ea i 4 0.0 ~ �.0 1 �, �' o.o ~ o.o 1.3 ; �� « 0.0 tisy 2.3 � 2.4 � h �. � r 0.0 * 1.3 0.0 7.8 0.0 i } 2.3 1.5 0 0 D .7 i 4 1 1 �� 0 2 y � ~ 0 o � h � r�r o � 0 9 1 � NA � d i �« �' � � � 4 NA � �` NA `> � h f r � NA � 11:60 AM 0 73 21 0 0 4 57 0 0 6 Q9 236 22 0 7 0 0 0 0 0 469 11:'f5 AM 0 83 73 0 0 9 62 0 0 6 3fi 203 23 0 2 0 0 a 0 0 431 11:30 AM 0 76 20 0 0 9 56 4 0 0 35 201 15 0 1 0 0 Q 0 0 413 11:45 AM 0 62 'i9 0 0 11 51 0 0 0 41 221 1i 0 S 0 __0 D Q 0 G24 �� -' Q. 9 �k ��% G1_ �1 �-� 1 �`� � `�ci'� ,�.�.__,� �U�� =�� t � Crr� Heavy Tr�cks 0 4 0 Pedestrians 12 Bicycles 0 2 1 Railroad Sto ed Buses Commerots: Report generated on 4/26/2013 2:59 PM 0 0 0 0 20 16 4 0 0 0 0 4 A�1 0 0 0 0 0 0 0 0 0 =YSIVti Hourly Toials 44 60 3 SOURCE: Qua[ity Counts, LLC (hlfp:llwww.qualiiycounts.net) 1-877-580-2212 Type of peak hour being reparfed: Intersection Peak LOCATIOI�: S Ft Harrison Ave -- Court St aas sas �Ja �� ie5 zss o J i 4 iosa* o s � zz ~ s5s o ~ a.s7 4 745 � � � ' �l t �*r 87; 0 130 516 0 a * 350 646 � 18 � �� 19I,�;i22 � 6 � �a �� NA a3 i C► �' ,? i +• NA � � « NA i 7 �" �1 h t r� �a NA �� Ft Harrison Period 5:00 PM 3D 117 0 0 0 5:15PNi 31 117 0 Q 0 530 PM 31 114 0 0 0 5:45 PM 42 117 0 4 0 ��'� ' . `� �- { `? �i Lq._t c� v' ,�z. � ,� � A � U• 1 � tz'�_ �1�3� I Heavy Trucks 0 20 0 ' Pedestrians 8 ', Bicycles 0 0 D Railroad 'Sto ed Buses Comments: Report generated on 4/26/2093 2:59 PM Method for determining peak hour; Total Entering Volume QC JOB #: 10943408 C}ATE: Thu. Aor 18 2013 Peak-Hour: 4:00 PM -- 5:40 PM Peak 15-Min: 4:15 PM -- 4:34 PM �u�l,'tty �Ciu�i�s ..F.itt--I`iE".1R`[i:iL:..'-0 ;:i,tt_ t.'.'.r�t%.f:t:t:i� ��tl�?�i•:'��; � � �' 0 73 37 U 6 0 0 65 44 0 5 0 0 63 42 0 3 0 0 63 A3 0 2 0 � t__. � r �' �r� � 2.0 3.7 �; * � 2.7 1.5 0.0 .� i 4 o.a �" a.o � .,:.� � �.a �" o.� 0.0 � �� ~ 0.4 0.0 # O.D � � � �� 9.1 � 0.0 0.0 3.5 0.0 �a ? 1A 2.$ 0 0 0 � i �a o '% .: t 0 0 ~ � + 0 � r � h f f' � � 0 1 0 � NA J i 4 ,t � k NA � w �. * NA � C •1 t r' � NA � 0 0 0 0 21 193 5 0 0 0 0 29 193 3 0 0 0 Q 23 215 1D D 0 0 a 21 177 3 0 196 212 a 16 o a u 0 U 88 Blti is 0 8 q 0 0 0 0 8 0 i& AO 24 a o o a o 0 o a o =KIUK Hourly Totals 0 0 482 'i939 0 3 49D 'i924 0 4 505 1953 0 6 474 1951 o �z AO 88 a SOURCE: Qualily Counts, LLC (http:llwww.qualiEycounts.net) 1-877-58Q-2212 ype of peak hour being reported: Inferseclion Pealc Method for deiermining peak hour: Total Entering Volurrse LOCATION: S Ft Harrison Ave -- Court St QC JOB #: 10943418 CITYlSTATE: Clearwater. FL DAT�: Sat. Aor 20 2013 416 424 � a * � zos zoa a d � 4 �a3i�' o s � as +sizi 0 � 0.95 �'1065 � �� h t �*r SB � 0 158 376 0 + * 266 534 � 6 � 8 � 31 � 2 � � { * � NA +� i 4 � � � N NA � � �` NA •r � r � h t r' � a NA t � win �c Period Peak-Hour: 12:00 PM --'f:OD PM Peak 15-Min: 12:15 Pt411 -- 12:30 �'M i: � �ualf�y �c��r��s ..��:��:;�?:;,�.�F.:,, ; , , ��..;_i�.��.s�_•..i�C�\ ..�...V�i'.-�. � t i--� <— F� � � � 2.8 4.7 �+ *� 2.9 2.4 0.0 d i 4 1.6 + 0.0 'r �� ' 6.3 � i.6 0.0 � �� 1.2 �� 0.0;0.0 �h * �F 5.2'� 6.0 2.5 4.5 0.0 a � 3.0 3.9 � 0 0 0 � .� i 4 a � �� v 0 '� � ~ 0 i r � h * �* a � p 11 0 � � NA � d i 4 � � � NA � ~ NA � r h t r' � NA � R' = RTOR Court St Total Hourly fWestbaundl FvtaEs 11:15 AM 33 9i D D 4 0 54 49 0 2 0 6 0 0 6 14 267 9 0 1 I 520 11:30 AM 27 86 0 D 4 0 59 39 0 6 0 0 0 0 6 7 25A 5 D 3 486 '11:45 AM 2R 77 D D 0 0 48 42 0 1 0 6 0 0 Q 14 292 9 0 3 504 �',� i � � ( �4 aq L tR� � � �� a� ��- �ou� �!x�. 5 � � � f��i 3�:� Heavy Trucks B 16 0 pedestria�is A Bicyclas 0 1 � Railroad Sto ed Buses Comments: Report generated on 4I2612013 2:59 PM 9 4 B 0 0 0 0 4 4 44 0 12 38 52 9 0 0 0 0 0 0 0 0 1 50URC�: Qualify Counts, L.I.0 (hftp:llwww.qualitycounts.net) 1-877-580-22i2 Type of peak hour being reporied: Intersection Peak � LOCATEON: 5 Ft Harrison Ave -- Pierce Sf ' CITYISTATE: Clearwater, FL 441 529 �a *� 20 375 B J ; 4 67 + 14 S �" 10 ~ 65 49 » d.$4 « 26 1p7 y 44 �� *, �� 29 � 63 2i 5D5 8 a * 44$ 534 J � l.� 41 � 18 � 12 � �.J � * � NA .� i 4 � � � F NA ~ � � NA i i � i 't t �' � � NA * � vifn Gc Period 5:15 PM 9 105 3 0 0 5:30 PM 7 119 1 D 0 5:45 PM 8 119 0 0 0 � �" '= � � � d� jJ� � � {p �a,� �� a � o �� , �Zy�_ � � ..:. � � �.:f � � ZU � T �a a� u. Heavy Trucks 0 32 4 Pedesirians 20 Bicycles 0 0 0 Railroad Sto ed Buses Comments.• Repori generaled on 4/26/2413 2:59 PM Method for cietermining peak haur: Total �ntering Volume QC JOB #; 109�}3�i06 Peak-Hour: 4:15 PM -- 5:15 PM Peak 15-Min: 5:00 PM -- 5:15 PM C��ali�y �c��n�s -�::��,�:�:.�;3�„-��..x; ,:,,�.t, C:'.i:.�...�:i;:�U _PJ�.�t�:; ., � � b � � D 97 5 0 1 95 9 0 1 89 9 0 0 4 0 8 0 1 0 � � I � � 2.0 4.7 �� *� 15.0 'f.3 0.0 y� i �s B.0 ~ D.0 �� ` 9 D.0 ~ 10.8 54.3'� � � 3.8 8.4 �4.5 �� * �; 17.2�14.3 0.0 4.8 25.0 � i ? 2.7 4.9 � 0 2 0 � � ; 4 0 � L 0 3 '� " "` f 1 � � h f r► � D � 0 1 0 � J d i 4 � > �.. t NA ~ .. « ~ NA "► C h t r' � NA � R' = RTOR Pierce St Total Nourfy (Westhoundj Totals 0 4 14 5 D 2 10 3 0 1 2 12 6 D 3 8 12 3 1 3 7 6 D 3 9 10 0 0 4 4 4 0 4 32 2A 0 0 0 0 0 0 D 1 264 1102 D U 279 1100 0 0 265 1101 56 84 1 SOURCE: Qualily CounEs, LLC (htlp:llwww.qualitycounts.net) 1-877-580-2212 Type of peak hour being reported: Intersection Peak LOCATION; S Ft Harrison Ave -- Pierce SE 440 407 �a *� 30 404 8 ,� i �s 76 � 14 '! �' B ~ 47 32 � 0.95 �` 21 78 ~ 32 7� + �# 14 ~ 52 25 387 14 � t 450 426 � 36 � �s �,��"� ss � 38 � � � * � NA � i 4 « > t, � NA � � � NA �r z r w '1 t f' �a NA * � Period Melhod for determining peak hour: Total Entering Volume QC JpB #: 10943416 Peak-Hour: 12:00 pM -- 1:00 PM Peak 15-Min: 12:30 PM -- 12:45 PM �iJ��.l'�� (��tti'�S ,rr:�•t�:r; .-:,.i�:' , n�,, t_::>:[._,�3:C�`; _f[<•1e�<s � � � � � � � � f� � 2.7 5.2 �a *� 43.3 2.0 D.0 � i �. 5.3 � 7.1 '� t' 33.3 «19.5 �: 21.9 � �.� « 0.0 10.3; D.0 � h ;�; 42.9 � 15.4 Q.0 4.7 7.i a t 3.1 4.5 2 i 0 �.j i 4 0 't � � 0 a '� � ~ o 7 � � h t r* � � 1 8 1 � NA J i 4 � � � NA ~ ~ NA i � h t � � NA � R' = RTOR Pierce St Total Houriy (Wesiboundj Totals 11:30 AM I 3 89 3 0 0 I 1 102 9 0 0 I 1 2 5 0 A I 3 2 2 0 1 I 227 �; �= ._ C) , � �4 9 a'D �.is cP �� 1 � �� c�, ��._� �.� o _� �..��,i� � � �� a �r� Neavy Trucks 0 20 0 Pedeslrians 32 Bicycles 0 1 0 Raiiroad Sfo ed 8uses Comments: Report generated on A12612013 2:59 pM 0 12 12 4 8 0 � 0 0 0 58 26 48 44 144 0 Q 2 0 0 0 0 0 0 3 SOUf2C�: Quality Counls, LLG (hiip:llwww.qualitycounts.net) 1-877-5&0-2212 ype of peak hour 6eing reported: Iniersection Peak Method for determining peak hour: Total Entering Volume LOCATION: S FL �larrison Ave -- Cleveland Sk QC JOB #; 108434Q4 CITYISTATE: Clearwater. FL DA7E: Thu. A�r 18 2013 sse a�s �� *� 1B 339 11 d i 4 �o *s s � �s�"�oo as ~ a,s7 * 5, 65 i 13 �^ t �� 36; S5 23 455 28 a * 389 506 � 38 � 60 � 112 � 4� � �Ja *� NA J i 4 « � t, w NA ~ � ~ NA .► � r �r h f P � � NA * � Period 5:15 �M 6 16i 6 0 1 5:30 PM 8 169 3 0 2 5:45 PM 6 100 5 0 1 �j �° � � ��i � �r, 3t9 iu �� '� ��. � 3 � �� !"`.a'�'°� �� T � �� 2•�3 Heavy Trucks 0 24 0 Pedesirians 56 eicycles 0 0 1 Railroad Sto ed Buses Comments: Report generated on 412612q13 2:59 PNi Peak-Hour: 4:15 PM -- 5;95 PM Peak 15-Min: A:a5 PM -- 5:00 PM ��al.l�y Cc�UntS °r�::��inpr�;�t�:,'�r,r�� ;��r , €��_�_.�_Y�:("z4 _�,..�D�__, ��4 � � � � � � I I� � �.a a.7 �i *� 0.0 1.5 0.0 .J � 4 o.o ~ o.o � �� o.o ~ o.a o.a w � ` �" o.o 0.0;0.0 ih � �fi 0.0� 1.2 0.0 4.8 3.6 a � 1.3 4.5 � 0 2 0 � J i b o -� � o , i �?` � 2 � �1 * f� z � 0 1 1 � � NA � J i 4 .J � t NA ~ « ~ NA i i' h f P � NA � 3 88 A 0 0 1 9 A 0 0 8 19 0 1 82 3 0 0 0 7 2 0 0 15 10 2 1 92 3 0 0 4 6 2 0 0 13 14 1 0 8 0 0 0 0 0 0 0 32 56 116 0 0 6 0 0 D 1 0 0 =xiun Hourly Totals 0 0 250 j 1027 0 1 245 � 1026 0 0 24B � 1005 32 260 2 SOURC�: Quality Cpunts, LLC (http:llwww.qualitycounts.net) 1-877-580-2212 Type af peak hour being reported: Intersection Peak LOCA'iION: S Ft Harrison Ave -- Cfe�eland St CITYISTATE: Clearwater FL Method for delermining peak hour: Totai �ntering Volume QC JOB #: 149A341� 48� a�9 Peak-Hour: 12:00 PM -- 1,0� PM �a *� Peak 15-Min: 12:30 PM -- 12:45 PM 41 446 0 J i 4 83 + 70 � t o�` 2 0 `� fl.95 ~ 0 53 � 43 i't 4 r� � 2� fl – 42 389 0 ��1.�� .+�� + * � A97 A11 "i��.�.�l�;l`::;2';'i�:',°-�1 ;: � ?:::.i��.i.f.�. E��.7w� _Ef:, �. .., � 301 � 181 t`� A53 \ � 291 � �a *� iJA J i 4 � > t � NA � � + NA �h 'i � � h � � h€A i * Period � � 4 � � � � � i—' I � � 2.1 4.5 �} *I� O.ff 22 0.0 �J i �« 0.0 « 6A '� � D.0 ~ 0.9 6.0 � � ~ 0.0 1.9 �2.3 �h � �{ 0.0* 0.0 0.0 4.6 0.0 � � t 2.2 4.1 0 5 0 � � � 0 � t � 6 '* � ~ B "'" ��' ��jh t r�'r 0 I 0 6 1 � � � Js� i 4� ,t � L NA w .. « � Nn �'1 t �'� � NA � 11:15 AM 12 90 0 0 0 0 100 9 0 1 4 0 9 0 0 1 0 0 0 0 226 11:30 AM 7 B6 0 0 0 0 10S 7 0 D 7 0 11 0 0 0 0 1 0 0 228 C'�� .' C� , l � �7b � `� , o ..�5 � � L.,� �._ ��. �-» ° �;:,.�,..,� b � ��,...� � � �� t � rt.,� o Psak 15•Mln ', Heavy Trucks 0 16 a Pedestrians 3fi0 Bicycles 0 1 0 Raflraad Sto ed Buses Coniments: Report generafed on 4/26/2013 2:59 PM 0 20 6 D 0 0 44 92 0 o a a� o =1SIVEC Hourly Totafs 0 0 D 36 4QII 704 p 1 0 3 50lfRCE: Quality Counts, LLC (hftp:llwww.qualitycounts.nef) 1-877-580-2212 ype of peak hour being reported: Interseciion Peak LOCATION: N Fort Harrison Ave -- Drew 5t CITYISTATE: Clearwater, FL 322 464 � i * � 37 252 33 .� i 4 200 * 61 '� t' 55 * 308 107 � 0.95 ~ iq4 � Z r �► 2 Method for determining peak hour, Total Eniering Volume QC JOB #: 10943402 RATC• Th�� nnr 1A 7(114 Peak-Hour: 5:00 PM -- 6:U0 PM Peak 15-Min: 5;00 PM -- 5:95 PM 175 7 � * � 109 21 �99 348 72 ("°;��I �.�.V I°*aU�� * �",f E' � �`"" 368 A39 '�'!:rl;f:�;��-;,;tr).: :i,:",". {-�"�:...l.i.i. i'(_i�: _clti:'l'�'."? i � 7 � 3 � 2 j 4 �I � ; � � NA J i 4 M „! � 1• NA ~ � + NA �► 3 t � h 4 � NA � + t Period 4:15 PM 4;30 pM � � 4 � � � � 1-L r____ � � � 3 85 16 0 1� 10 75 6 0 0 11 9 6 90 25 0 1 11 73 3 0 0 13 19 5 101 15 D 5 5 56 7 0 4 10 17 C" �:' F1 �. 2,3°i �? � a, � 5 �� _'f �� SI- iPt..._,y � I3=�. '� .�..-,� r,.�,o �- �/ { 1 � `� �g �� (p� Heavy Trucks 12 18 0 Pedesirians 12 Sicycles 0 0 1 Railroad Sto ed Buses Commenfs: fteporf generafed on 4l2612413 2:59 PM 1.9 4.3 �� *� 4.D 1.6 6.1 � i 4 3.5 � 1.6 'r �� t' S.8 �` 0.6 9.3 } � ~ 0.0 �► Z �' � �Y 7.4 28.8 h * � 0.9 7.5 36.8 5.2 5.6 � � R 1.9 6.6 0 0 0 � r i y 0 't ,;. i p o i �' i o �o "�j .� * �. o I 0 3 2 � � � � � 1.....�� ,t � t IVA � .. �. + NA �h f �'� � NA � = Ft I UFi Houriy Totals 0 0 2 24 25 5 U tS 'Ly0. 0 0 0 20 33 8 0 2 279 0 0 0 17 26 6 0 1 291 o a o 0 0 0 4 a a I 36 4 0 0 16 0 0 0 0 0 0 0 0 0 7 SOURC�: Quality Gounts, LLC (http:llwww.qualiiycounts.nel) 1-877-580-2212 Type of peak hour being reported: Intersection Peak LOCA710N: N Fort Harrison Ave -- Drew 5t CITYISTATE: Clearwater, FL 341 232 Ja * 1.� 27 28t 33 � ; � 227 f 9 S t' A3 + 310 ss `� 0.s8 �` �5a 78 � 10 7� *, �r 509 � 173 42 240 87 � i f 400 369 � 1i � 5 � 9 � 9 � � � * � NA d # is � � L « NA � � 4` NA �i � � i `1 t f' � ; NA * � � Period Method for determining peak hour: Tota{ Entering Volume QC JOB #: 10943412 C3ATE: Sat. Anr 20 2013 Peak-Hour: 12:00 PM -- 1:00 PM Peak 15-Min: 12:30 PM -- 12:45 PM �11r��.1�� 011il�5 '1:I:P�i'=i'C:[?- l�li�.'��1 .., t�:-::.�.�_t�:i�. �:t��: :::.3t;�i':�; � � � � � � 11:15 Aivl 6 58 14 0 8 12 80 6 0 11:3U AM 5 60 28 0 0 11 75 3 1 �� ° ia�� 2.5 �C� .� 4 � �. �I � �:, s�.._� �° ►am..e � � �, � �, �y � � �- Peak 95•Min iieavy Trucks 8 12 A Pedestrians 4 Bicycles D 0 0 Raflroad Sio ed Buses Commenfs: f2eport generated on 4/26/2013 2:59 PM 4 16 0 12 0 0 0 � � � I � � 0 1 7 1 U 1 2 10 0 0 3 1 19 0 0 #2 60 8 0 8 Q 0 0 0 0 3.2 5.1 �� *� D.0 32 6.1 � � � a.a + o.a � �k � �` 2.s + �.a 13.6� �` � 1.3 i0.3� O.D � h !�yr 0.0 � 8.4 19.0 5.8 5.7 � a ♦ 2.3 7.3 0 0 0 ✓ i 4 o a t o o � � C 0 �h * !' j� 0 6 0 I NA � J i b .t rm 4. NA ~ � « � NA 'i P h t r' � �� -h(IVY( Hourly ToEals p 23 30 4 0 6 260 0 32 A2 11 0 2 293 Q 0 0 0 52 S 24 0 0 0 0 SOURCE: Quality Counts, LLC (http:llvwrw.qualitycounts.net) 1-877-580-2292 Type of peak hour being reported: Iniersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Oak Ave -- Chestnut St QC JOB #: 109434Q9 CITYISTATE: Clearwat�r. �L QAT�: Thu, Apr 18 2013 97 70 � a * � 0 0 97 � � � 0 �8 J �' 0* 0 1529~ 0.93 + 0 1b3� 0 � h *, �� 0 �1659 6 62 33 � � * o ss � 7 � / t ♦� ' � � 29 � � i � � NA � i 4 � 1 s, � NA � � « NA �► "i i �► � } �+ � a NA * � Mln Count Period 5:00 PM 0 14 8 0 0 44 5:15PM 0 17 4 0 6 30 5:30PM 0 10 7 0 0 9 5:45 PM 0 5 1 0 1 6 5��0,`ia �4 � �.,�� ?....._�� r � Peak-�1our: 4:00 PM -- S:OU PM Peak 15-Min: 4:00 PM -- 4:15 PM �LJr��.l�� uti`�� -� �.x��.��,:.,«-,�-�� >; :�,��F•� (��3:.....�..i ._�v _�li�, a � 44 � � � � 2.1 0.0 �t t� O.D �.0 2.1 � + �S 0.0 � 09 � �:� �` 0.0 � 0.0 2.6 + .`�';> b 0.0 � � �"' r � 2.5 0.0 � * � OA 2.5 0.0 0.� 3.0 � i t 0.0 1.1 0 0 0 � i 4 o s t' 0 a '� >� F o �"�" �� h f f'` o I 0 0 0 � � d : 4 � � � � m � r�n w .. + Nn 'i i h t s' � NA � ( 0 0 U 0 3 362 0 0 0 0 0 0 1 0 0 0 0 353 0 0 0 0 0 0 0 0 0 0 2 343 0 0 0 0 0 0 0 0 0 0 4 284 0 0 0 0 0 0 All Vehictes 0 76 28 0 #2 100 0 Heavy Tn�cks 0 0 0 4 0 pedestrians 44 4 Bicyclas 0 0 0 0 0 Railroad Sto ed Buses Commenfs: Report generated on 4/26/2013 2:59 PM a 0 I 0 64 0 0 0 D 4 6 0 0 D 0 0 6 0 =niun , Hour[y I Totals p 0 A31 1695 0 0 �111 1692 p 0 371 1637 0 0 301 1514 68 52 0 SOURCE: Quality Gounts, LLC (http:llwww.qualifycounts.net) 1-$77-580-2212 ype of peak hour being reported: Intersecfion Paak LOCAT[ON: Oak Ave -- Chestnut St CITYISTAi�: Clearwater, FL 9 47 �a t� 0 0 9 ✓ a �. 0 �`9 � t 0+ 0 iiaoi o,9s �" o 11A9� 0 Z � * �� 0 *1170 0 38 21 � � * 0 59 � � � a � 8 � 7 � � � * � NA � i 4 � � � � NA ~ ��- « NA �► 7 � '► � t � NA � '� ! Period e ig nnin9 11:00 AM 11:15 AM 11:30 Al�i Methoc4 for determining peak hour: Total Entering Volume QC JOB #: 10943419 DATE: Sat. Abr 24 2013 F�eak-Hour: 12:00 PM -- 9:00 PM Peak 15-Min: 12.40 PM --'12:15 PM �iJ�ll�y �Q�n�s -�:�.,_��:�_:��-;,�,,:;-.� ;F:�r�,•,. (..-{.ti.C.3�.I:i:r.��: '�FJ?Vi�'='.i � 44 -�1 � � � o.o z.i �.J � * I.� o.o o.o a.o J � 4 0.0 ~ 0.0 S � � 0.0 ~ 0.0 � �� 2.6 0.0 .i 7 '�" �• � 2.8 a.o h*�. o.0 2.6 0.0 2.6 A.8 � i � 0.0 3.4 D 0 0 �.� i 4 a J t o 3 ~ � ~ 0 Y � 0 � * � 0 � D 2 0 � J �� J i 4 � � � � NA � « � tJA � � h * r' � NA � K"=KIVhf ut St Total Mourly �und1 iota[s D 9 2 0 2 0 0 0 D 0 3 313 0 0 0 0 U U u U s1a 0 3 3 0 2 2 0 0 6 0 4 282 D 0 0 0 a 0 0 0 296 0 10 3 0 2 2 0 0 0 0 4 2A8 0 0 0 0 [} 0 0 0 269 0 2 0 0 3 5 0 0 0 0 4 273 0__ D 0 0 0 0 0 0 287 1 ��=° �� L,�g ,q,_ ,�'9` t �°12. � � � �� 3leavy Trucks 0 0 0 Pedestrfans 20 Bicycles U 9 0 Raflroad Sto ed Buses Camments: Report generated on 4/26/2013 2:59 PM 0 o a o 38 o I o 0 o I �$ SOURCE: Quality Counts, LLC (hltp:Rwww.qualitycounfs.net} 1-877-580-2212 ype of peak haur being reported: Inlersection Peak LOCATION: Osceola Ave -- Court St ClTY1STATE: Clearwater, FL 190 39 � � * � 190 D 0 d i �s 12A0« 0 � �` 39 ~1089 0 ~ D.95 �` t050 •► i i` � Metnod for determining peak hour: Total Entering Volume QC JOB #: 10943407 Peak-Ho�r: S:OQ PM -- 6:00 PM Peak 15-Min: 5:30 PM -- 5:45 PM 0 0 � * � 0 0 0 0 D �U�1.I�� L..��.Ii7�� i ! 0 0 -i'.4r�.1';I"'!t!?.:�'if;`d >.�� . f:�:7'..!.�i.:.t"C.i� F.E.Ii:'P;'-�? � 29 � 7 � A6 � 38 � �+ �� NA � i 4 F � Z f` NA � � * Nn .► i r �► �''""j h t r� I� NA * � Period �J �: � 45-- � 1— 1.6 7.7 �; }� 1.6 0.0 0.0 �J i �. 1.0 * 4.0 "t t" 7.7 * 1.2 pA � � � 1.0 0.0 ; 0.0 � h *�r 0.0� 0.0 0.0 0.0 0.0 �� R 0.0 0.0 0 0 0 � i 4 0 't t' Q 0 M � + 3 � � h f !'<�'"''�� 0 0 0 I �...J v i �i � � � � � NA � .. � NA �ti t �+r � IVA � urt 4:00 PM 0 D 0 0 0 0 0 29 0 2a 0 0 Q 0 0 0 253 6 [� a 3Ua 4:15 PM 0 0 0 0 0 D 0 2A 0 28 0 0 0 D 0 0 290 11 � Q 353 4:30 PM 0 0 0 0 0 D 0 18 0 34 0 0 0 0 0 U 235 8 6 0 295 A�4Fi PM n 0 6 0 0 0 0 13 0 29 0 0 D 0 0. __ 0 245 7 D 0 294 ��=�0,1a 4 °1 �i .� �. �'' �� n Heavy Frucks 0 0 0 Pedeslrians 16 Bicyclas 0 0 0 Ftailroad Sto ed Buses Comments: Report generated on 4126l2013 2:59 PM 0 0 4 0 0 0 0 12 9 36 k SB 0 0 D 0 0 0 0 0 b =KIVFi Hourly Toials 24 124 0 SOURCE: Quality Counts, LLC (http:llwww.qua[itycounts.nel) 1-877-580-2212 Type of peak hour being reporied: Interseclion Reak LOCA710N: Osceola Ave -- Court St 752 34 �a �� tisz o 0 � i 4 1535+ 0 � ! 34 �1413 p '� 0.93 ~ 1379 0 y D � � 0� 0 �1 * � 0 D 0 � { t 0 0 � 13 � 2 � 16 � y' � �� * L� NA d i 4 � � t N NA � � + NA » � r �r � s r� �a NA �� un# Osceola Ave Period 11:15 AM 11:30 AM Peak 15-Min a o 0 0 0 a a o 0 0 D 0 0 0 0 �'.a �' � �.� � �t � E1 � � �� --=-� �'` All Vehicles 0 0 0 0 F[eavy Trucks 0 0 0 Pedesirians 0 Bicycles 0 0 0 Railroad Sto ed Buses Comments: Report generated on 4l2612013 2:59 PM Method for determining peak hour: Total Entering Valume QC JOB #: 10943417 ClA7E: Sat. Anr 20 20'f 3 Peak-Hour: 12:00 PM --1:00 PM Peak '[5-Min; 12:3Q PM -- 92;45 PM �tJ7�.lt�l �(]�iti'�5 ;.�:�,;-�;a�: a-ii-.s ,_ --''.z..�;'_� a:C�A �€.r.:�'�!::., � d � 0 0 20 0 15 0 0 0 97 0 25 0 il [1 2R 0 15 0 � � � � 3.9 8.8 �+ +� 3.9 0.0 0.0 r1 i i+ 1.8 � 0.0 "� .�:}:, �' 8.8 � 1.6 0.0 � '�`' ~ 1.4 � 7 �`' i' �i 0.0 0.0 h�� 0.0 0.0 0.0 O.D 0.0 � ; t o.o o.o 3 0 0 J i 4 0 "t t' p 0 � � C 1 � h t I' � � 0 d 0 � NA � J i 4 � � � � NA � w +s � NA �ti t r►� � NA � � 0 0 0 0 0 3A3 6 0 0 384 0 0 0 0 � 308 9 0 0 353 a 0 0 8 0 0 0 a 28 4 S 0 8 0 0 0 0 0 0 0 0 0 -FiIVH Hourly FoEais 40 16 D 50URC�, Quality Counls, LLC (http:llwww.qualitycounts.nei) 1-877-580-2212 Type of peak hour being reported: Intersecfion Peak LOCATION: S Osceola Ave -- Pierce 5t CITYISTATE: Clearwater. FL 229 173 �a *� 13 191 25 .� a 4 43 + 8 � � 22 * 91 is '� D.78 �` 22 31 ~ 5 � h � �� 47'� 103 8 iA3 60 � i t 243 2i1 � 10 � 52 �� 23 � '$ � �.J + * � tJA d i 4 � j �, * NA � � * NA •1 i r � �s t r � i �A 4 � Perlod Melhod for determining pealc hour: Total Entering Volume QC JOB �#: 149A3405 C1ATC• Thii 4r�r 4R 7/l1� Peak-Mour: 5:00 PM -- 6:00 PM Peak 15-Min: 5:00 PM -- 5;15 PM sroP STOF ��fa�.l'�� C��)1�'�S �€ta.(��!':Ff3iT? 5�tll'�>t sr�_-,� I..CS:C.i'.:..T:L.i�i ::t:I?:�l`..:�.i 4:15PM 1 18 9 0 0 2 51 i 0 0 2 4:30 P�A 3 26 i7 0 0 6 45 2 0 0 2 4�45 PM 0 1fl 14 0 0 6 39 1 0 0 2 �'i �°' ° �j � � �' L �t� I �:. �..� �� <� � ��f 1°`.. .. e+er "•�"°', � .m:_.e � � �� ' Cs � � �� Paak 1 Neavy Trucks 0 0 8 PedestrPans 8 Bicycles 0 2 0 Raflroad Sio ed 8uses Gomments: Report generated an 4/26/2013 2:59 Pivl s�oe STQR 3.9 1.2 �; * � 0.0 42 4.0 .a i 4 0.0 �'0.0"t ��` 0.0~8.8 0.0 ; �' ~ 0.0 � '; "�.::' F .► 0.0 0.0 � * � 17.0 12.6 0.0 1,4 20.0 � '� ! 6.6 B.6 0 4 0 �1 i 4 � ,t t � o '� �' �` a Q �h f r►r o � 1 7 3 � � v i 4 � ,t � t NA w .. « ~ NA �� t r+r � NA � =ttIVK Hqurly Totals 1 3 0 0 93 2 5 U U 114 3 2 0 0 41 4 8 0 0 112 4 2 0 0 9 5 0 0 0 121 2 180 '€2 0 0 8 32 12 0 0 32 16 16 U 0 71t 0 20 0 0 0 0 0 0 D 28 4 20 16 48 0 U 0 1 0 0 0 0 6 3 SOUF2CE: Quality Counts, LLC (http:llwww.qualitycounts.net) 1-877-580-2212 Type o# peak hour being reported: Interseclion Peak LOCATION: S Osceo[a Ave -- Pierc� S# 209 81 � � * � 2 172 35 d # 1+ 11 + 6 � �' 22 �' 75 10 ~ 0.86 4 7 21 � 5 �� t �� AB � 79 2 33 34 + . 223 69 � 33 � 137 �� ' 79 � �2 � �a *� NA r1' i 4 � f � F NA � ��- « NA �► `i r ■► h * r' � ; NA + � Period Nlethod f4r determining peak hour: Tolal Enlering Volume QC Jq8 #: 10943415 Peak-Hour: 12;00 PM -- 9:44 PM Peak 15-Min: 12:30 PM -- 92:45 PM STOF SPOR C�u�i.ity �c�un�s _Ei77f-F`€`-�':;t';3!I€:'.-0 ;:t�1�'o`� C::3�.€...L.�1`i`�:a ::£:Ii�.•'D:.:�-; SNP STQP 5.r i.e �t t� 0.0 B.A 2.9 .+ i 4 0.0 « 0.0 '� ti 0.0 ~ 8.0 0.0 � �.� �� * 0.0 0.0 � DA 7 h � �� 13.0 � ti.4 0.0 3.0 23.5 �; t �.s �3.0 �o io a� J i L 0 '1 V � t 0 � � ~ i � r 1 h t r+ 6 � 2 6 0 � � NA � J i 4 � � 4 NA ~ « � NA Z � '1 t f' � NA � =KIUIt Hourly Tatafs 11:00 AM 0 S 3 0 0 3 26 0 0 0 0 1 1 U U 8 5 1 U U 9;5 11:15 AM 1 6 6 0 0 13 34 3 0 0 1 4 1 0 0 $ 6 1 0 0 84 1 i:30 AM 1 9 1 0 0 8 40 D 0 0 0 1 0 0 0 8 1 6 0 0 75 14:45 Alv� � 7 6 0 b 3 38 3 0 0 1 3 2 0 0 11 2 6 0 0 63 �� ,��. 2 Ifn � 3�e ,� � 1..,� �A � ,�? I ., ,.�.r �„� :._�:.� '�^-"�,"1 � ` _qy �...i.�°�3 �� , ..� �°a..� Heavy Trucks 0 4 96 Pedestrians 40 gIGyCI�S 2 � O F2ailroad Sto ed Buses Comments: Report generafed on 4/28/2013 2:59 PM 0 4 8 0 I 0 D Q 't6 0 0 48 28 60 32 1fi0 0 3 0 0 0 0 2 0 0 S SOURCE: Quality Counts, LLC (http:llwww.qualitycounts.net) 1-877-580-2212 Type of peak hour being reported: Infersection Peak LOCATION: N OsceoEa Ave -- Cfevefand St 211 382 �a *� 11 179 21 � i 4 28 + 5 S t' 35 ~ 96 6 ~ 0,84 + 15 19 � 8 � � * �r AB � 50 2 142 21 t ! 231 h65 � 36 I I� 13 �� 21 � 26 � �a �� NA r1 # �r M � � N NA � �' + NA i "i i �} h t d � + NA * � periad Meihod tor Peak-�iour: 5:�0 PM -- 6:00 PM Peak 15-Min: 5:00 PM -- 5:15 PM �i1��.l�� OUii'�S -r::,.r��e,r;,,,-, -ir»i ;�,;,.. [:�::�'.:.;�.i:'i:C�� ::t�.i�t�€=:..�'�; � � � � � � � � �' � � � mining peak hour: Tota1 Entering Volume QC JO� #: 10943403 pATE: 7hu, A r 18 2013 4.7 1.6 � � * � 0.0 5.0 4.8 � i 4 0.0 + D.0 � R" 2.9 ~ 1.0 0.0 � �� 0.0 �� o.v � o.o � h *�.� 0.0; 2.a 0.0 1.4 0.0 t t 3.9 1.2 � 0 8 0 � J i 4 1 1 �� o � M � 4 0 � r � M ? !' � � 0 6 0 � � 13A � d i 4 �1 _ �. NA � w + NA "L i h * �' � NA � 4:00 PM 0 20 3 0 0 5 30 2 0 1 1 4 1 0 3 16 3 4 cl Z y1 4:15 ?M D 17 5 0 1 7 46 0 0 0 0 3 U 0 1 10 2 2 1 4 99 4:30 PNi a 30 3 0 0 4 36 2 0 0 1 3 0 0 0 13 5 3 0 3 103 4:45 PIU� 0 25 4 0 3 8 36 2 0 0 0 7 2 0 2 11 6 3 � 1 110 �9 � '� �% , � �. 1A �ing �,� �� 1 t�.� � �3 � � � � �� _ .............� vn-•°.q3 c'a�. _._� � � � � �� t�a:� All VehEcles 0 292 24 0 1 Heavy Trucks 0 0 0 Pedestsians 16 I Bicycles 0 1 0 ' Ftailroad Sta ed Buses Comments: Report generated on 4/26/2013 2:59 PM =KIUFC Hourty �I Tolals 0 20� 0 0 a 0 0 �2 � 56 0 0 0 0 0 0 1 0 0 2 SOURCE: QuaEity Counts, LLC (hftp:llwww.qualiiycounts.nef) 1-877-580-2212 Type of peak hour being reported: Intersection Peak LOCATIOId: N Osceola Ave -- Cleveland 5i CITYISTATE: Clearwater FL 198 82 J � } � 15 153 30 .� i 4 45 + 6 � � 23 * 83 11 `� 4.9i � 27 .► i F' ■► Method for defermining peak hour: Tatal �ntering Volume QC JDB #: 10943413 Peak-Hour: 12:00 PM -- 1:00 PM PeaEc 15-Min: 72:30 PM -- 12:45 PM 39 22 � * � 33 50 3 53 d � t �f��.l�'� ��UEi`�S 207 64 'i::t,-�S':P.";iz-t�-ir;..,3 .-;rt':'!� ,:;:r_ �.st.: d �.r��: :.r:E<V�r �._'.. � 76 � 27 �� 43 � 109 � �a *I NA I J i 4 L�.... � .! <.: 4 F �► :.:.::..:: � :' 1e IVA � NA •► � � �► h t r' NA i � Period � � y ___J � � � t � � � 6.1 1.2 �; * � 0.0 72 3.3 r► i 4 0.0 ~0.0 ; � « 0.0 ~ 0.9 o.o �� 0.0 0.0 � 0.0 � � * � { 0.0 � 2.0 0.0 1.9 D.0 �a t 5.3 1.B 0 9 1 �1 � 4 � J t z 0 � :� ~ 1 " �� h f r►� 2 I o 7 2 � � d i 4 � ,t �r t NA ~ .. ~ NA -� r h t f' j"�' � NA I 1i:15AM 0 5 fl 0 4 2 30 3 0 0 0 3 2 0 1 7 10 2 0 0 69 13:3fl AM 1 12 70 0 0 8 36 1 0 1 3 1 0 0 2 8 2 3 1 0 89 �",� �" � C� f ��r I °�� `�� G '~ �,..,�,-� ila�� ti � �` �� f �o Peak 1 Heavy Trucks 0 0 Q Pedesirians 24 Btcycles 0 0 1 Rallroad Sto ed Buses Commenis: Reporf generated on 412612D13 2:59 PM ? i- ,�y� �I fl 8 � 0 0 D 44 12 0 6 0 D 0 0 =rciurc Hourly Totals 0 0 D 8 12 92 0 0 0 7 SOURCE: QualiEy Counts, �LC (htip:llwww.qualitycounts.net) 1-877-580-2212 ype of peak hour being reported: Intersection Pealc LOCATION: N Osceola Ave -- Drew St CITYIS"fATE: Clearuuater. FL B9 aa � � � � 4 42 23 � i 4 23 � 0 � i 21 �` 19�J 10 y 0.89 + t4 i7 i 7 �� t �� 160.'� 183 5 23 130 a * 213 158 � 13 � 4a i �� 1,2 � zo � �a +� NA 1% i 4 � � t � NA � �' t NA •► � r �r h t r► � a NA � � 15-Mln Co Period 4:15PM 2 3 9 0 7 1 4:30 PM 4 5 22 0 6 0 � � � a,� � . � "� �'�- zfl � ..,_..9 � �' �� .� ��a ��eo�� .�e� � ��, � � � 4 a. � � �. Heavy Trucks 0 0 0 Pedestrians 40 Bicycles 0 0 0 Rallroad Sto ed Buses Comments: Repori generafed on 4/28/2013 2:59 PM ivlethod for determining peak hour: �otal �ntering Volume QC JOS #: 109�33401 Peak-Hour: 5:00 PM -- 6:00 PM Peak 15-Min: 5:QD PM -- 5:15 PM �U�lity �4un�� '.j,. r..L'�E�c3:?? : ii:': �3_�.'� . i�t3'.(.i',.t:1�1; .tic4=l:<:x; � � � 7 0 0 0 0 8 0 0 0 0 ff 1 0 6 1 � t._. � � � � 27.5 4.5 �� *I.� 25.0 18.7 47.8 � i �s 4.3 � 0.0 "t � 4.8 � 3.5 90_4� �.�'� � 6.0 5.4 ; 0.0 � h � � r 3.7 � B.0 0.0 4.3 0.8 � � R 6.1 1.3 1 3 0 � J i �. � .t � �:. ti � o � �� h t r�� a � o s i � � d i 4 � ,t rm < NA M .. .. ~ NA �ti t r+r � NA � 2 1 0 1 26 2 5 U ;i 84 0 0 0 1 42 0 0 0 0 72 2 1 0 0 30 1 3 1 1 &0 0 0 =KIVK Houriy Totals 0 16 0 D 0 0 8 0 0 24 16 64 B 128 0 D 0 � 0 1 0 1 0 2 SOURCE: Quaiity Counts, LLC (http:llwww.qualitycounts.net) 1-877-580-2212 Type of peak hour being reported: Intersection PeaK ; LOCATIpI�: N Osceola Ave -- Drew St I CI7YISTATE: Clearwater, FL_ BO 59 �a �� 7 30 23 .� i 4 33 � 2 � t' 44 + 225 19 '� 0.89 * is ~ � � 1 3 ; 79 Method for determining peak hour: Tofal EnEering Volume t,tC JOB �1: 'i09434'f 1 DATE: Sat. Anr 20 2013 Peak-Mour: 11:45 AM -- 12:45 PM Peak 15-Min: 12:15 PM --12:30 PM 28 7 � � � 6 �S 13 37 (y��1 �� U�� i � '•.� �, 20o se -��zr:a�.�<r€,;,-; ��.---r ::�r��- - t:;:7�..Li�.i.i:i��: _EI�t�3!'.:i�> � 30 I I� sa �� zo � Z9 I � + * � NA J i 4 f � � f� NA ; �' * NA N 'L i �► �T * f NA i t Period � � � � t �' � � � 11.7 5.1 �t t� D.0 3.3 26.1 �+ i 4 0.0 ~ 0.0 `� � {' 4.5 ~ 5.3 0.0 '� �� 0.0 0.0 ; 6.O � h * �r 6.1 � 8.9 o.0 7.� s.� �3 4 5.5 3.4 0 4 0 .� a a o � �� o 0 �► "'` �+ 1 z r `'` �0''�� * � �3 " 11 5 4I NA d i �. .t � t NA � .. « � NA �'1 t f'� � NA � � 91:05 AM � � S 7 0 �1 I 4 4 0 0 0 0 4 5 0 0 41 3 8_ 0 2 88 11 �30 AM °KIUFt Hourly 7otals - 12:A5 PM A 3 4 0 5 4 8 1 0 0 b 0 2 0 0 32 4 6 0 1 74 364 SF=o,°�� 2.S 27_ � � �-� 2��' �Z. i q--a � i 5"3 � _�, y—_ � � �r $ r .� 35 Peak 9 5-Min Nea�y Trucks 4 4 0 Pedestrians 36 Bicycles 1 1 0 Railroad sio ea Busas Commenfs: Repart generated on 4/26/2013 2:59 PM 8 48 a 0 0 0 32 a 8 4 0 0 0 0 28 116 0 1 0 0 0 0 0 12 0 4 32 76 196 0 0 0 3 SOURCE: Quality Counts, LLC (http:1lwww.qualitycounts.net) 1-877-580-2212 Lanes, Volumes, Timings 3: 5i2i2n�3 �` � �`r t'� �-- � "� � �"` � �► � � .�. � �. �� ,� 3 �.� � F :� � � � � �� - � , � . �,� � , . _ti �. .. Lane Configurations `� �`�`'� '� ..... ........ . �S �` Volume (vPh) 254 1110 137 0 D 0`' 0' 326 77'; 30 318 :0 Ideal Flow (vphpl) 1900 1900 190Q i900 1900 1900 1900 1900 1900 1900 9900 1900 Sforage Length (ft) 5Da Q ;' 0 0': .. 0.. ` 0 250 ' 0 Sforage Lanes 1 0 0 0 0 0 1 0 _ _ Taper Length (fij ' _ 25 ' 25 25 ` 25 Lane Ufil. Factor 1A0 Q.9� 0.91 1,00 1,00 1,04 1.40 1,00 1.00 1A0 1.00 1.Q0 _ _ _ Ped Bike Factor ' 0.93 'D.99 Q,99 Frt 0.9$3 _ 0,97�4 �it Profecfe� a.950 _ 0.950 Satd. Flow {prot) 1593 ��72 0 0 0 0 0 1612 0 1593 1676 0 Fit P�rmitted 0.950 `' , 0.352 Sald. Flow (perm) 1488 4472 0 0 0 0 0 1612 � 590 1fi76 0 Right Turn nn Red . Yes ` Yes `` Yes Yes Satd. Flow (RTORJ 22 9 l.ink Speed (mph) : 30 30 ' 30 30 Link Distance (ft) 650 695 328 390 Travel Time (s) 14.8 15.8 7.5 '$.9 Con�, Peds. (#Ihr) 15 8 15 22 22 _ Peak Hour Facfor Q.9fi 6,96 `0.96 0.96 0.98 p.96 ' Q.96 0.96 0,96 D.96 0,96 0,96 Adj. Flow (vph) 265 1156 143 0 0 0 0 340 80 31 331 0 Shared Lar�e Traffic (%) Lane Group Flow (vph) 265 1299 0 0 � 0 0 420 0 31 331 0 _ _ Turn Type Splik NA NA : pm+pf NA Protected Phases 4 � 2 1 6 _ _ Permitted Phases ` 6 , Detectorphase 4 4 2 1 fi Switch Phase Minimum Initial (s) 4.0 4.0 �.4 4,0 4,0 ___ _ Minimum: 5plit (s) : 2a.5 20.5 20.5 8.0 20,5 Totaf Split (s) 75.0 75.4 50,6 15.0 65.0 Total Split (°/o) `53,6% 53:6°/a : 35.7°/0 `: `1.0.7% 46,4.°/0 Maximum Green (s} 70.5 70.5 45,5 11,0 60.5 Yellow Time (s) 3.5 3.5 3.5 3:5 3.5 All-Red Time (s) 1.� 1.0 1,0 0,5 1.0 Lost Time Adjusf (s) 0.0 0.0 0.0 0.0 0.0 ,::. Total Lost Time (s) 4,5 4.5 4,5 4.0 4.5 Leadl�xg l.ag Lead Lead-Lag Oplimize? Yes Yss V�hicle Extension (s} 3.0 3.0 ` 3.0 ' 3A 3.0 Recall Mode Nane None C-Min None C-Min Wa1k :Time (s) 5A 5,0 `: 5,0.: 5.0 Flash Dont Walk (s) 11,0 11,0 11A 11.0 Pedesfrian Cafls (#Ihr) `' D 0 0 -0 Act Effct Green (s} 57.0 57.0 67.0 74.5 74,0 �Actuated.glC Ratio 0.43 0.41 0,48 0,53 a.53 � v!c Rafio 0,49 0.71 0.54 0,09 0.3 Control �elay 30.4 35.7 31.8 19.3 22,6 Queue Delay 0.0 0.0 0.0 0.0 0.0 FT. HARRISQN I CHES7NUT 51212Q�3 EXISTING PM P�AK RP � � N �- G r� �� n_,� � C� $� `a � ��r.,. � _._ , `.� � � : Synchro 8 Report . Page 1 �:� �1 �� i3 `�.'i`�� ', Lanes, Volumes, Timings 3: .� 512I2013 —� '� � � �``- � � � �" � � Total Delay 30,4 35.7 ' 31,8 ' �9.3 22.6 LOS C D C.. B C Approach`Delay ; 34.$ 31.8 ? 22,3 Approach LOS C C C 90th °/oile Green (s) 68,5 68.5 49 7 8,8 62,5 90t� %ile 7erm Coda Gap Gap Coord Gap Coord 70#it %ile Green (s) 6�;7 61.7 : 57,$ ': 7r5. 69.3 70ti� %ile Term Code Gap Gap Coord Gap Coord _ _ 5Dth °/aife Green (s) 56,7 56.7 ;' 53.6 6.l Z4;3 50th °/aile Term Code Gap Gap Coard Gap Coord ,. 30th °Ioile Green (s) ,52,6 52.6 ' : ` 78.4 �.Q 78.4 30th °/aile Term Coda Gap Gap Coortl Skip Coord 10th °IQife Green (s) '45.5 45.5 85:5 ' 0,0 85,5 10th %ile Term Code Gap Gap Coord Skip Coord Area Type: CBD Gycle Length:140 Actuated Cycle Length; 140 Offset: 0(0°/o),`Ref�r�r�ced to phase 2;�fBT and 6:SB�L; S#art of Green Natural Cycle; 60 Gontrol Type: Actuated-Cootdinated . Maximum vlc Raiio: 0.71 " :�; � �ntersecii�n Signai pelay, 32,4,.N 'Intersectio LOS,C ` fnterseciion Capacity Ulili�tion 2,5/ ]CU Level of Serv�ce B Analysis Period (minj 95 � �7, HARRISON I CHESTNUT 51212D�3 EXISTING PM PEAK Synchro 8 Report RP Page 2 Lanes, Volumes, Timings 3 ; 51212013 �` -� � � � � � T � � � � Lane Configuraiions �j �� T Uolume'(vph} 187 807 `' 90 0 '. 0 Q; 0' 318 64 22 230 0 Ideal F[ow (vphpl) 1900 1900 9900 1904 1900 190a 1900 1900 1900 1900 1900 1900 Sforage'Le€�gth `(ft) ` 5DQ 4 :: 0 0' 0 ` 0 250 0 Sforage Lanes 1 0 � 0 0 0 1 0 Taper Lenglh (ft) _' `, 25 ' 25 25 ; ; 25 l.ane Util. Factor 1.04 0.91 0.91 1.00 �,00 1,00 1.00 1,00 1.Oa 1.00 1,00 1.00 _ _ _ Ped B9ke Factar Q.93 0,99 0,99 ; Frt 0,985 0.977 Flt �ro#ected ` 0.960 _ 0:950 Satd. Flow (prot) 1593 4484 0 0 0 0 a 1619 0 9593 1676 0 , Flt Perinitted �,950 0:429 Satd. F1ow (perm) 1488 4484 � 0 0 0 0 1619 0 719 1676 4 Right Turn on Red ' Yes ' Yes Yes Yes Satd, �low (RTaR) 21 7 _ Link Speed (mph) 30 30 , 30- `:` 30 Link Distance (ft) 650 695 328 390 Travel Time (s) ' `' ':14,8 15.8 7.5' ' 8,9 Canfl. Peds. (#!hr) 15 8 15 22 22 Peak Haur Facfor ' 0,96 0.96 0,96 0,96 '' 0.96 0.96 0.95 0,96 0,96 ' 0,96 0.96 0.96 Adj, Flow (vph} 195 84� 94 0 Q 0 0 331 67 23 240 0 Shared Lane Traffic (°/o) Lane Group �low (vph) 195 935 0 0 0 D 0 398 0 23 24a 0 Tur� Type Split NA , , NA pm+pt NA '!. Protect�d Phases 4 4 2 1 6 _ Permilied Phases 6 Detector Phase 4 4 2 � 6 Switc�i Phase Nfinimum Iniiial (s} 4A �.0 4.0 4.0 4.0 Minimum Split (s) ` 20,5 2�.5 , ,. 20.5 ` 8.0 20:5 . . ` Total Split (s} 80.0 80.0 45,0 15.0 60,0 TotalSplit(%) :' S7,3°/a 57;1°/0 ' `: 32.1°/0 `` 907% 429°/0 Maximum Green (s) 7�.5 75,5 40.5 11,0 � 55.5 Yellow Time (s) 3.5 3.5 3,5 3.5 3.5 ` All-Red Time (s} 1.0 9 A 1,0 0.5 1.0 ,. Last Time Adjust (s) 0,0 -0.0 '' 0.0 OA 6,0 - Total Lost Time (s) 4,5 4.5 �.5 4.6 4.5 l.eadlLag l�ag Lead Lead-Lag Optimize? Yes Yes Vehicle �xtension {s) 3.0 3.0 3.0 3.0 3A Recall Mode None None C-Min None C-Min ,, . Walk Time {s) ` 5.0 ` 5.0 ' 5.a 5A Flash Dont Walk (s) 11.0 11.0 11,0 11.0 Pedestrian Calls (�Ihr) 0 0 0 0 Act Effct Green (s) 41.0 41,0 83,5 90,5 90 � Actuated gIC Ratio ' ` 0.29 Q.29 ` 0.80.. 0.65 0.64 vlc Ratio 0.42 0.7a 0.41 0.05 0.22, Control Delay 41,6 45.6 , �8.7 :: �1.1 12.1 Queue Delay 0.0 0.0 0.0 0.0 D,0 FT, HARf�ISON 1 CHESTNUT 51212413 EXISTING SA7URDAY MID-DAY Synchro 8 Report RP 5 _ , . _, Page 1 L..ANtr URllv{a C•fi�' �}isCr 131Z ,��i .1 ��`a '\lb��T ll �.....- Lanes, Volumes, Timings 3: � � � � � � � � � 512I2613 � � � 7otal pefay 41,6 `45.6 18,1 ' 11.1 12:1 LOS D D B B B Appraach. Delay : 44,9 �8,7 ' 12.0 Approach LOS D 8 B 90th %ile Green {s) 5Q.3 50,3 : 69,2 7;5 80.7 90th %ile Term Code Gap Gap Coard Gap Coord 7�th °/oile Gresn (s) 45.0 45,a _ 75.3 6.7 86,0 lOth %oile Term Cod� Gap Ga� Coord Gap Coord 50th °/aile Green {s) 40.8 40.8 ` 80.0 B,2 9�,2 50th %oile Term Code Gap Gap Coord Gap Coord 30th %ile Green (s) 37,2 37.2 93.8 0,0 93,8 - 30th %ile 7erm Code Gap Gap Coord Skip Coord 10th °/oile Green {s) 39,fi 3�.6 99.4 >0.0 99.4 14th °/aile Term Code Gap Gap Coord Skip Coord Area Type: CBD Cycl� LEngfh;140 _ Actuated Cycle Length:146 Offset: 0{0°/fl),`Referenced lo phase 2:NBT and 6:SBTL; Sfar# of Green iVatural Cycle: 50 Confrol Type: Actuated-Coordinated _ _ Maximum vlc Ratio; 0.70�� ""° � Intersectian Signal Dela��4.3 _.� Infersectian OS; C Intersection CaPacity Uf+liz°�Ti n 5Q.4% ICU Leve! o ervrc A Analysis'periotl (min)15 ' ' �� , FT. HARRISON 1 CH�S7NU7 512/2013 �XISTING SATURDAY MID-DAY Synchro 8 Report RP Page 2 Lanes, Volumes, Tim�ngs 3: Ft. Harrison & Court St � 51612013 � � � � � � t �° � � � Lane Configurations �'�� ' �j � '�, Volume (vphJ � 0 ; 0 82 ' 700 25 `:'. 122 :�85 '0 0 247 174 Ideal Flow (vphpl) 1900 9900 1900 1900 1900 1900 1906 1900 1900 9900 1904 1900 Storage L.ength (ftj 4 ` fl 900 900 ' 250 4 0 0 Storage Lanes Q 0 0 1 1 4 0 0 Taper Length (ft) 25 25 25 25 Lane Utif, Factor �.OQ 1.00 1.00 0.91 0.91 1,00 1.00 1,00 1.00 9,00 1.04 1.00 ___ _ Ped Bike Factor , 0,96 0,99 Frt 0.850 0,944 Fit Protected ` , 0.995 0.950 Satd. Flow (prot) 0 0 0 0 4554 1425 �593 1676 0 0 1568 D Flt Permitted , : 0.995 0.411 Satd. Fiow (perm) 0 0 0 0 4554 1375 689 1676 0 0 1568 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 43 30 Link Speed (mph} 30 30 30 30 Link Disfance (ff) 567 628 466 484 Travel 7ime (s) 12.9 �4,3 10.6 11A Confl. Bikes (#Ihr) 18 19 Peak Hour Factor 0.97 0,97 0.97 0.97 �.97 0.97 0.97 0.97 0.97 0,97 0,97 0.97 Adj, F'low (vph) 0 0 0 85 722 26 �26 500 0 0 255 179 Shared Laoe Traffic (%) ` Lane Grou� Flow 4vph) 0 6 0 0 807 26 126 500 0 0 434 0 Enter Bfocked lntersection No Na No No ` No No 'No No No Na No No Lane Alignment Left Left Right l.eft l.eft Right Left Leff Right Left Left Right _ I�edian Width(ff} ` 0 6 12 12 Link Offset(ft} a a 0 0 Crosswalk Widt�t(�t) � 6 16 ' 16 16 Two way Left Turn Lane Headway Facfor 9,14 1.14 9,14 1.1� 1.1� 1.19� 1:14 1.14 1.14 1.�4 �.14 `1,94 Turning Speed (mph) 15 9 15 9 �5 9 15 9 _ Turn Type Split NA Perm .: �m+pt .... . NA NA Protected Phases 8 8 5 2 6 P�rmifled Phases 8 2 petector Phase 8 8 8 5 2 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.Q 4,0 4,0 4.0 Minimum S�lit (s) 20.5 20,5 20.5 8,0 20,5 20.5 Total Split (s) 65.0 65,0 65.0 15.0 75.4 60,4 Total Spfit (%) 46.4% 46.4% 46.4°/O �O.%4�9 53.6°/0 42.9% Maximum Green (s) 60.5 60.5 60,5 1�.0 70.5 55.5 Yellow Time {s) 3,5 3.5 3,5 3.5 3.5 3.5 All-Red Time (s) 1,0 1.0 �.0 0.5 1.Q 1.6 Lost Time Adjust (s) 0.0 0,0 0.0 0.0 0.0 Total Lost Time (s) 4,5 4,5 4,0 4.5 4.5 LeadlLag Lead Lag Leatl-Lag Optimize? Yes Yes V�hicfe Extension (s} 3.0 3.0 3A 3,0 3,0 3.0 Recall Mode None None None Min C-Min C-Min Baseline �K��►�� '� pc.�1� �p.�� ia1i2+�vP ��t'Rc:s`l`�1 Synchro 8 Report l � � � � �A � ;�7 � 4 �.��'°�j Page 1 �� .- 1 ��; __ _� , l . .., ,._. Lanes, Volumes, Timings 3: �t. Harrison & Cour� St � 516f2013 �,. "� �" '� �' �i �` � �' �, "� Walk Time (s) 5,0 : 5.0 5.0 ' 5.0 5.0 Flash Dont Walk (sJ 11.0 1�,Q 91.0 11.0 1�.0 _ _ _ _ _ _ Pedestrian Cal[s (#Ihrj ' 0 0 0 0 0 Act Effct Green (s) 33.5 33.5 98.6 9 -� Actuated gIC Ratio 0.24 ` 0.24 ' 6,70 ` 0,70 0,60 � vlc Ratio 4.74 0.07 0.23 0,�3 0.�5 Control Delay ' S3.3 '` 4,5 `.::$.8 `'I�. 17.3 Queue Delay 0.0 0,0 0,0 Q.0 0.0 7otal Delay 53.3 4.5 ` 8.8 `� 1.3 17.3 LdS _ D A A B B _ _ Approach Delay 51.8 9Q.8 , 17.3 Approach LOS D B B Area Type: CBD __ _ _. _ Cycle Length:140 , Actuated Cycle Length;140 Offset; 4(0%), Referenced to phase 2;NBTL and 6:SBT, Start of Gr�en Natural Cycle: 55 Contro] Type; Ac#uated-Coordinated Maximum vlc Ratio; 0,74 ':��'�~ Intersecfion Signal Delay� 30. Entersecti�n I.OS: C Intersecfion Capacity Utifizatior�6 ,5% [CU Level af Service.B Analysis Period (min)15 ' Baseline Syr�chro 8 Report page 2 Lanes, Volumes, Timings 3: Ft. Harrisort & Caurt St 5/6/2013 � -� � � �a-- A�`` �°°� � � �°' � "� �ane Configurations �`�� *� � � Valume (vphj b .: 0 ` 0_! 55 10Q1 ' 45 149 ' 353 0 ` Q 196 196 Ideal Ffow (vphpl} 1900 190a 1900 1900 1900 1900 1900 1900 �900 190Q 1900 1900 Storag� L�ngti� (ft) 0 D 900 900 ? 250 0 0 0 Starage l.anes 0 0 0 1 1 0 6 0 Taper Length (ft) 25 25 25 25 Lane Util. �actor 1,00 1,00 1.00 0.99 0.91 1.04 1,00 1.00 1.40 1.00 1.00 1.00 Ped �ike Factor , 0.9i 0.99 Frt 0,850 0.932 Flt Protected '. . '. . 0.997 0.950 Satd, �'low (prot) 0 0 0 0 4563 1425 1593 1676 0 Q 9550 0 Flt Permitted ` 0.997 0,378 Satd. Flaw (permJ Q 0 4 0 4563 1389 634 1676 0 0 1550 0 Right Turr� on Re� Yes ` Yes Yes Yes 5atd, Flow (RTOR) 47 �3 Link Speed (mphj 30 30 30 30 Link Distance (ft) 567 628 466 484 Travel Time (s) ` ` 12,9 14.3 10,6 11.0 Confl, Bikes (#Ihr) 6 8 Peak Mour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0,95 0.95 0,95 0.95 0.95 Adj, Flow (vph) 6 0 0 58 1054 47 157 372 0 0 206 206 , Shared Lane iraffic (%) ` Lane Graup Flow (vphJ 0 0 0 0 1192 47 157 372 0 Q 412 0 Ent�r Blocketl Intersection No No Na No No ` No No No No No No No l.ane Alignment I�eft Left Right l.eft Left Right l.eft l.eft Right Left Le€t Right Median Width(ft) 0 a ,.. 12 12 Link Offset(itJ 0 0 0 0 Crosswalk Width(ft) '' 16 16 16 16 Two way Left Turn Lane Headway Factor ' ` 1.1� 1,1�4 1.14 1.1� 1,14 1.14 1.14 1.14 1,14 1,14 1.14 �,14 Turning S�eed (mph) 15 9 15 9 15 9 15 9 Number of Detectors � 2 , � � 2 2 Delector Te�nplate Left Thru Righ# Left Thru Thru Leading DetecFor (ft) 20 100 20 20 100 100 Trailing Detecfor (ft) 0 0 0 0 0 0 Delector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 6 Detecfor 1 Type CI�Ex CI+Ex CI*Ex CI+Ex CI�Ex CI+Ex Refector 1 Channel Delector 1 Extend (s) 0.0 D.0 0.0 0,0 0.0 0.0 Detector 1 Queue (s} 0.0 0.0 0.0 0.4 4.0 0.0 Detector 1 Delay (s) 0.0 0,0 0,0 0,0 OA 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft} 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex Deiector 2 Cftannel Defector 2 Extend (s} 0.0 0,0 0.0 Turn Type Split NA Perm pm+pt NA t�A ProtecEed Phases 8 8 5 2 6 FT HARRISON 1 COURT EXISTING SATURDAY MID-DAY 51312013 Baseline RP ��4N� G,�-wf Cr4Prlcs°r� 1Q�'i� ��A`i Synchro 8 Repor[ Page 1 �c� ��r ti t� z..� �.� �---- - �'_ � �--. Lanes, Vo[umes, Timings 3: Ft. Harrison & Court St �IS12o13 � � � � � � � � � � t � [�"a�ne�Grou� �� r .�w;.� .s�n�� ,�8� �� :�'� "� ��l�� . W�l,. _..lN�'f ��W��;� NgL,..;:� �1�`�3T : � �. ��.��'�� ...�� Rertnitted Phases 8 2 Dekector Phase 8 8 8 5 2 6 _ . ._ _ _ _ _. Switch Phase Minimum Initial (s} 4.0 4.0 4.0 4.0 4.0 4.0 _ Minimum Splif (s) ` 20.5 20.5 2a.5 8.a `20.5 20.5 Total Splii (s) 65.0 65.0 65A 15.0 75.0 60.0 Tofal.Split (%) , �46.4% 46.4°/0 46.4% ' 14.7% 53.6% 42.9°/0 Maximum Green (s) 60.5 60.5 60.5 11.0 70.5 55.5 Yellow Time (s) ` 3.5 3.5 3.5 3.5 ` 3.5 ' 3,5 All-Red Time (sJ 1.0 1.0 1.0 0.5 1.0 1.0 Losf Time Adjust (s} , O.a 6.0 0.0 `0.0 0.0 Total Lost �ime (s) �.5 �.5 �.0 �.5 4.5 LeadlL.ag ' . L.ead Lag Lead-Lag Opiimize7 Yes Yes Vehicle Extension (s) 3.0 3.Q 3.0 3.0 3.0 3.0 t�ecall Moda None None None Min C-Min C-Min Walk T'ime (s) 5,0 5.0 5.0 ` 5A 5.0 Flash Dont Walk (s) 11,0 11.0 11,0 11.0 11,0 Pedestrian Calls (#!hr) 0 a D 0 0 Act Effct Green (s) 45.4 45,4 86,1 85,6 69.9 Actuated gIC Rafio 0,32 0,32 0.62 .�1 .50 vlc Ratio 0,75 0.10 0.33 D.36 0.5 Control Delay 45.4 8,0 14,7 15,8 5,8 Queue Delay 0.0 0,0 0,0 0,0 0.0 Total Delay 45.4 8A �4.7 15.8 25,8 LOS D A B B C Appraach Delay 43.9 15,5 25.8 Approach LOS � B C Area Type; CBD Cycle Length: 140 _ Actuated Cycle Length: 140 Offsef: a(0%), Referenced ta phase 2:lVBTI. and 6;SBT, Starf af Green Natural Cycle; 50 Control Type: Actua#ed-Coordinated Maximum vlc Ratio: O.i5 �- `�/"""�� •��.�. {ntersection Signal Delay. 33 "' Intersectid i�LOS; C 6ntersection CapaciEy Utilizatio 67.5%o ICU Leve{ of Servic�C Analysis Period (min) 15 FT HARRISON 1 COURT EXISTING SATURDAY MID-�AY 5l312013 Baseline Synchro 8�teport RP Page 2 Lanes, Volumes, Timings 3: FT HARR[SON & PfERCE ST 5/3/2013 � � � � � � � � � � � � _ .. .�.m� �, _. � � _ ;�� . 4 .� ,�:� � �� -s�� r,: r�: . �.� . ;- a . . , Lane Configurations c� � '� "� � '� llolume (vph) 14 46 ; 4� 27 25 10 '' 20 ; �75 8; 6 352 19 Ideal Fiow (vphpl) 1900 1904 1940 1900 1900 1900 1900 1900 1900 1900 1900 1900 Sforage Lengih..(ft} `0 D 0 ` 0 300 ' `0 300 0 Sforage Lanes 0 0 0 0 1 0 1 0 Taper l�engtii (ft) ' 25 ' 2� 25 '; 25 Lane UiiL Facfor 1.00 1.00 1.00 1.OQ 1,00 1,00 1.00 1.00 1,00 1.00 1,00 1,00 Red Sike Factar ` a.98 0,98 0.96 1:�� 0.99 1,00 Frt 0,945 O.S78 0,997 0.992 Fif Pratected 0.993 ! 0.979 ` 0.950 0,950 Satd. Flow (prot) 0 1546 0 Q 9b90 0 1593 1670 0 1593 1655 0 ,., _ ., FlfP�rr�ilted , 0.942 `0.854 0.529 0.453 , Satd, Flaw (perm) 0 1460 0 0 9375 0 85� 1670 0 749 1655 0 _ Righf Tuin. on Red Yes Yas Yes " Yes Satd, �low (RTOR) 44 � 1 2 7 Link Speed (mph) 30 30 3� 30 Link Distance (fl) 556 577 461 522 Travel Time (s) ' 12.6 ` 13, 9'` � 0.5 � 1,9 Confl, Peds, (#Ihr) 21 12 12 21 41 18 18 41 PeakNour Factor 0,94 0,94 0.94 0.94 0.94 0.94 4,94 0.94 ' 0,94 ' Q.94 0,94 0;94 Adj. FEow (vph) 15 49 44 29 27 11 21 505 9 6 374 20 Shared Lane Traffic (o/o) Lane Group FEow (vph) 0 �08 0 0 67 0 21 514 0 6 394 0 _ _ _ ... ..... Enter Bloc[ced fntersection No No �fa No No No No Na No No '` No ' No Lane Alignment Left Left Right �eft Left Right Left Left Righi Left Left Right _ Median Width(ft) 0 D' 12 12 Link bffset{ftj 0 a a 0 Crosswalk Widlh(ft) 16 16 ' 16 16 Two way Left Turn Lane Headway F'actor 1.14 1.14 1,94 1.14 1.94 `' 9,1�4 ' 1.14 1,14 1.14 1.14 ' 1.14 1,1�4 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors : 1 2 1 2' 1 2 1 ,' ,2 Detector 7emplate Left Thru Left Thru Left 7hru Left Thru Leading Detector (ft} '' 20 ' 100 20 100 ' 20 ' � 00 `' 20 100 Trailing Detector (ff} 0 0 0 0 0 0 0 0 Detactor 1 Position(ft) ,, 0 0 0 0 4 � � a Detector 1 Size(ff) 20 6 20 6 20 6 20 6 Detector 1�'ype ` Cl+�x Cl+�x CI+Ex CI+Ex CI+Ex ` Cl+�x CI+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 OA Q.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.6 0.0 0.0 0.0 0,0 0,0 Detector 1 Delay (s) 0,0 0.0 O.Q 0.0 0.0 0.0 4.0 0.0 Detecfor 2 Position(fl) 94 94 94 94 Detecfon2 5ize(ft) 6 6 6 � Detecfar 2 Type CI�Ex Cl+�x CI*Ex Cl+�x �et�cfor 2 Channel _ Detector 2 Extend (s} 0,0 4.0 0.0 0.0 Tum TYPe ` P�rm NA _ Perm NA Perm NA ' Perm - NA _ Profected Phases 4 8 2 6 FT HARRISON I PIERCE EXISTING PM P�AK 513120�3 Baseline RP ��N�� ' i`t> iC�� Ca c�3 f�. i q� Synchro 8 Report Page 1 S `� � �' Z U ��. �,_ Lanes, Volumes, Timings 3: FT HARRISON & PIERCE ST 51312013 � -� � � .�' '� '� � � � � � P�rmii#ed Phases 4 8 = 2;: 6 Detectar phase 4 4 8 8 2 2 6 6 Switch .Pf�asa Minimum Initial (s) 4,0 4.0 4,0 4,0 4.0 4.0 4,0 4.0 Minimum, Spiit ts) ` 20,5 20.5 2Q 5 20 5' ; 20,5 20.5 20,5 20.5 Totai Split (s) 22,0 22.0 22,0 22.0 38,0 38.0 38.0 38,0 Total.Split (%) 36,7°/0 36:7% 36,7% ; 36..7°/0.: ' : 83.3°/0 63.3% 63.3% 83,3°/0 Maximum Green (s) 17.5 17.5 17.5 �7,5 33,5 33.5 33,5 33,5 ___ __ __ _ _. ... ...... YellowTime(s) 3,5 3.5 3.5 ` 3.5 `` 3.5 3.5 3.5 `3.5 AI!-RedTime(s) �,0 1.0 1A 1,0 1.0 1.0 1,0 1,0 _ Lost Time Rdjust (s) 4.0 : OA `` 0.0 OA ' OA 0.0 Total Losf Time (s) �.5 4,5 4,5 4.5 4,5 4,5 LeadlLag - Lead-Lag Optimize? _ Vehicle Extension (s) 3.0 ' 3.0 3.0 3,0 3.0 3.0 3,0 3.0 Recalf Mode None iVone None None C-Min G-Min C-Min C-Min Walk Time (s) 5.0 5.0 5.0 5,0 5.0 5,0 5.0 ` 5A FlashDontWalk(s) 1�.0 11.0 11,0 �1,0 11A 1i.0 �1A 11,0 Pedestrian Galls (#Ihrj a : Q 0 ` 0` 0' 0 0 0, Act Effct Green (s) 8,3 8,3 45,6 45,6 45.G 45.6 "°"� Actuated gIC Ratio 0.�4 0.14 0.76 ` 0.76 0.76 ` 0.76 Y"� v!c Ratio 0.45 0.34 0.03 0.�1 0.61 0,31 Conlrol,Delay 20.9 23.9 3.� `` ,1 3,5 4" Queue �elay 0.0 0.0 0.0 0,0 6.0 0,0 Tofal Relay 20.9 23.9 3.5 5.1 3.5 4:3 LOS C C A A A A Appraach Delay 2�.9 23.9 , `5A ' ` ` 4.3 ` Approach LOS C C A A Area Type: C�D Cycle Lenglh; S� _ Actuat�d Cycle Length; 60 O�fset; 0{0%j,'Referenced to phase 2:NBTL and 6;SBTL, Start of Green Natural Cycle: 50 Contro! Type; Actuated-Coordinated h�aximum vlc Ratio 0�5___ ��, Intersection Signal Defay,' 4� Intersection�LOS: A`-� ��--�_.. _._.. _ -�., Intersectian Capacity lJtilization .7,3% .,, ICU Level of Servic�-A � � .�> -_. �w Analysis Period (min)15 FT HARRISON I PlERCE EXISTWG PM PEAK 5I312013 Basefine Synchro 8 Report RP Page 2 Lanes, Volumes, Timings 3: FT HARRISON & PIERCE ST 5/3/2013 ��'°` � '�► ,� a"-' '� "'� � �' � � � Lane Conflgurations � � `� '� � '�r _ Volums (vph} :14 :30 30 ' 1�4 20 6;' 24 364 14 > 6 '38Q 28 IdealFlow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 �900 190Q 1900 Storage t:ength l(ft} Q ' � ' 0 0 300 4' 300 0 Storage Lanes 0 0 0 0 1 0 1 0 __ Ta��r Length (ft) : 25 25 25 25 l.ane Util. Factor 1.00 1,00 1,00 1 AO 1.00 1.00 1.00 1.00 1.00 1,00 1,06 1,00 _ Ped Bike Factor ;; 0,98 0.98 ` `' 0.96 1.pa ` 0,98 0,99 Fri 0.945 0.981 0,994 6.990 FIt Protected 0.991 0,982 ' 0,950 0.95Q _ Safd. Flow (prot) 0 9543 0 0 1601 6 1593 1663 0 1593 1649 0 Flt Permitted : 0.923 ` 0.915 0,513 0.527 Safd. Flow (perm) 0 9427 0 0 148� 0 828 1663 a 868 1649 0 _ Right Turn on R�tl Yes Yas Yes Yes Said. Flow (RTOR) 32 6 5 14 Linfc Speed (mpl�} 3D ` 30 . 30 30 Link Distance (ft) 556 577 461 522 _ _ __ _ Trave! Time (s) ` 12,6 93.� 10.5 �9.9 ConFl. Peds. (#Ihr) 21 12 12 21 41 98 18 41 Peak Hour Factor 0.95 6.95 0.95 6.95 `0,95 0.95 0.95 0,95 0,95 0.95 0.95 0.95 Adj. Flow (vph) 15 32 32 15 21 6 25 383 95 6 400 29 Shared Lane Traffic (%) , _ Lan� Group Flaw (vph) 0 79 0 0 42 0 25 398 0 6 429 0 __ _ �nter Bfocked Intersection No ` Na No No No No '' ' No No No No No No Lane Alignment Left Left Right Left l.aft Right Left Left Right Left Left Ri�ht h�edian Width(ft) 0 0 12 12 ' L.ink Offset(ft) 0 0 0 0 Grosswalk Width(ft} 16 �6 1E 16 Two way Left Turn Lane ,... Headway Faetor �,14 ` 1,94 3.14 1.�4 1.1� 9.1�4 1.14 �.74 1.14 1.94 9,14 1.14 Turning Speed (mph) 15 9 15 9 15 9 15 S Number of �etectors 1 2 ` 1 2 1 2 1 2 Dafector Template Left Thru Left Thru Left Tliru Left Thru Leading Defecfor �#t) 20 �00 ` 20 100 20 100 20 100 , Trailing Detector (ft) 0 0 0 6 0 0 0 0 13etector 1 Position(ft) 0 0 0 6 0 0 0 0 Detector i Size(ft) 20 6 20 6 20 6 20 6 _ petector 1 7ype Cl±�x CI±Ex ` CI+Ex CI+Ex CI+Ex CI-�Ex Cl+�x Cl+�x Deiector 1 Channel Detector 1 Extend s 0,0 ' 0.0 �.0 D.0 0.6 0,0 0.0 0,0 ` �) De#ector 1 Queue (s} 0.0 0.0 0.0 0,0 0.0 0,0 0.0 0.0 __ De#ector 9 Dela s 0.0 ` 0.0 0.0 0,0 0.0 0.0 0.0 0,0 Y( ) Detector 2 Position(ftJ 94 94 94 94 _ Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex Cl+�x CI*Ex CI+Ex Detector 2 Channel Detector 2 Extend (sJ 0.0 0.0 0,0 0.0 Turn Type Perm NA Perm ' NA Perm NA Perm NA '. Protected Pi�ases 4 8 2 6 FT HARRISON ! PIERC� �XISiING SATURDAY MID-DAY 513/2013 Baseline RP � k�.l� � t�.- �i� a, uv� �' ati � ��r, l33 (� � ti �,-t �_�� a'� i �_.... ...... _ _ Synchro 8 Repart Page 1 C,'� �l i 2 � �� 1�---- . Lanes, Valum�s, Timings 3: FT HARRISON & PIERCE ST 5I3l2013 �' -� � �" � �- "`� � � � � � Permifked Phases 4 8 2 ;; ; fi DetecEor Phase 4 4 8 8 2 2 fi 6 ,„ Switch Phase Minimum Iniiial (s} �A 4.0 4,0 4.0 4,0 4.0 4.0 4.0 N�inimum Splif (s)' 20.5 20 5' ; 20.5 20,5 ' 20.5 20,5 ' ?20,5 20.5 Total Split {s) 22.0 22.0 22.0 22,0 38,0 38,0 3$.0 3$.0 Total S�lif (%} 3G,7°/o 36.7% 36.7% 36.7% 53,3°/a 63,3% 63.3% ' 63.3°/a Maximum Green (s) 1i.5 17.5 �7.5 17,5 33.5 33.5 33.5 33.5 Yeflow Time (sJ ` ` 3.5 3.5 3.5 3.5 3.5 3.5 : 3.6 3.5 All-Retl Time (s) 1.0 1,0 1.0 1.0 1.0 1.0 1,0 1.0 Lost Time Adjust (s) OA ,; OA O.a p.a :: D,0 0,0 Total Lost 7Eme (s} 4.5 4.5 4,5 4.5 4,5 4,5 LeadlLag Lead-Lag Optimize? Vehicle �xtension (s) , 3,0 `3A 3,0 3.4 3A ` `3.4 3.0 3.0 Recail Mode �lone �lone None None C-Min C-Min C-Min C-Min Wal[c Time (s) 5.a ; 5.0 ' S.q 5,0 ` 5.� : 5A - 5.Q 6.0 Flash Dont Walk (s} 11.0 11.0 11,0 11.0 � 1.0 11.0 11.0 11.0 Pedestrian Calls (#Ihr) 0 0 0 0 0. 4 � � Act Effct Creen (s) 7,7 7.6 49.2 49.2 �9.2 49.2 � Actuated gIC Ratio Q,13 0.13 0,82 ' 0.82 0.82 ' 0.82 , � v!c Ratio 4.38 0,22 0,04 0.29� 0.01 0.32 ConfrolDelay 20.8 22.7 `' 3,1 3.5 3,0 3.6 Queue DeEay 0.0 0.0 0.0 0,0 0.0 D.0 Total Defay - 2�.8 22.7 ` 3,9 3.5 3A 3.6 L05 C C A A A A Approach Delay 20.$ ' 22,7 3,5 3.6 Approach LOS C C A A .�.�.., .� ��, ,,A,- �.� . .�� ,5l�.�,►?1� -. � � . � � `� � , m;��`w�,��:�� ' "� A r�,W.�� Area Ty�e: CBD Cycle Lengfh: 60 Actuated Cycle Length; fi0 Offsef. 0(0°/0); Referenced to phase 2,NBTL. and 6:SBTL, Starf af Green Natural Cycle; 45 Control Type; Actuated-Coordinated ' Maximum vlc Ratio: 0(� 8 � Intersection Signal Qel�y� 5��-�.., Intersectlan.,I�OS: A� Intersection Capacity Utiliza�i�'t�,40.8%o ICU Levef of Ser.vice�� . Analysis Period (min) �5 alifs antl Phases; 3: FT HARRISON & PI�RC� S7 � m2 fRl "'�"0 4 ,r�--- � m8 FT FiARRISON 1 PIERCE EXISTING SATIJRDAY MID-DAY 5I312013 Baseline RP Synchro 8 Fteport Page 2 l.anes, Volumes, Timings 3; FT HARRISON & CLEVELAND 51312613 � � ,"�t f � �- "� � � �" ,� � �ane Configurations �i � �S � `''i � � � Volume'�vph) ;; : ;6 43 13 ` 34 48 ; 12 22 ' 428 ' 26 1Q 319 15, Ideal Flaw (vphpl) 9904 1900 1900 �940 1900 1900 1900 1900 1900 �900 1900 3900 Skorage L�ngth (ft) 900 ' 0 1�p ' U 200 ' 0 2d0 ':`D Storage l.anes 1 0 1 0 1 0 1 0 , Taper Length; (ft) ::: 25 25 25. : 25:. LaneUtil.Factor 1.00 1A0 1.00 1.00 1,00 1,00 1.00 �.00 1.04 1,00 1.00 1.00 �rt :0.966 0;970 ` 0,991 0,993 _ Fit Protected 0.950 0.950 0.950 O.S50 Satd. Flow (prot) ' 1593 1619 0 1593 1628 0' 1593 �661 Q 1593 4665 Q �ft Permitted 0,769 0.769 0,545 0.474 _ Satd, Flow Lperm) ` 1289 1619 0 1289 1626 ` 0 914 ' 1661 a 795 1665 ' 0 Right Turn on �ed Yes Yes Yes Yes 5atd, Flow'(RTOR) 14 13 7 `' 5 Link Speed (mph) 30 30 30 30 Linic Distance (ft) 627 723 577 533 Travel i'ime (sJ ��.3 16.4 13.1 �2.1 _ _ _ _ _ _ __ Peak Hour Facfor.' 0.92 0.92 4.92 D.92 ' Q.92 0.92 0.92 0,92' 0.92 : 0.92 0.92 0,92 Adj, Flow (vphJ 7 47 14 37 52 13 24 465 28 11 347 16 _ _ _ Sha�ed Lane Traffic (%) Lan� Group Flow (vph) 7 61 0 37 65 0 24 �93 0 � 1 363 0 �nter Biocked Intersection No .Nn No No No No No No ' No - Na No -` No Lane Alignment Left Left Righ# Left L.efk Righf Left Left Right Left Left Right __ __ _ Medlan U►lidth(ftJ ` 12 ' 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ffj 16 16 16 16 Two way Left Turn l.ane Headway Factar 1;14 '1.14 1:14 1.1� 1,�4 1.14 '- �.14 1.14 : 1.14 1.94 1.�4 �.14 Turning Speetl (mph) 15 9 15 9 15 9 15 9 Turn Type Perm NA Perm NA Perm . NA Pe�m NA Protected Phases 4 8 2 6 Permittetl Pi�ases 4 8 2 fi Detector Phase 4 4 8 8 2 2' 6 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4A 4.0 �.0 4,0 4.0 N�inimum Split (s) 20.5 '` 20.5 ` 20.5 20.5 20.5 20.5 20.5 20.5 Total Split (s) 27,0 27.Q 27,0 27.0 33.0 33.0 33,0 33.0 _ Total Sp1it (%) ' ' 45,0% 45.0°/0 45.�°/0 '`45.0% _ 55.Q% 55.0°/0 ': 55,0% 55.0°/a ... Maximum Green (s) 22,5 22,5 22.5 22.5 28,5 2$.5 28.5 28,5 Yellow Time (s) : ' 3.5 3.5 `3.5 -` 3.5 3.5 3.5 ` 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1,0 1.0 1.4 1.0 1,0 _ , Lost Time Adjust (s) 0;0 0,0 0.0 ` O,0 a,0 0.0 0.0 0.0 Total Lost Time (s) 4,5 4,5 4.5 4.5 4,5 4,5 4.5 4.5 LeadlLag ' Lead-Lag Oplimize? Vehicl� Exlension (sy 3.0 3.0 ` 3.0 3,0 3.0 `' 3,0 3.0 3.0 Recall Mode None None None None C-Min C-Min C-Min C-Min Walk Time (s) 5.0 ..`' 5,0 .: . 5.0 5,0 5.0 .` 5,0. `5,0. ': 5.Q Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 �1.0 11,0 11,0 FT HARRISON 1 CLEVELAND EXISTING PM f'�AK 513l2613 Saseline RP i I I f� 0 (# 1 ��1� t� � � �r � � � av d� C°. � i`3 r1 c: �� i �? � �i �o i '� L `Zi� Synchro 8 Report Page 1 (�b� �a,`il? ��..: q�� Lanes, Vol�mes, Timings 3: FT HARRISON & CLEVELAND .,� _"M" �, 51312Q13 '� � �"` � � � � � "A� Pedestrian Calls,(#Ihr) ; ;0 0 0 Q 0':: 0.`; '::0 0 < Act �{#ct Green (s) 7,5 7,5 7.5 7.5 49.4 4� 49.4 4 Acfuated gIC Rafio : 0.;12 0,12 0,12 �,12 082 ': Q 82; 0,82 0,82 vlc Ralio 0.04 0,29 4,23 0.30 0.03 0.3fi 0.02 0.2 ,. Control Delay 22,3 22,3 26.3 23.2 3 0 3 8; 3,0 3:2 Queue Delay 0,0 0,0 0.0 0,0 0.0 0.0 0.0 0.0 Total Delay 22,3 22,3 26.3 23.2 3 0' 3 8' ;'3,0 3.2 LOS C C C C A A A A A�proach Delay _ 22.3 2g.3 ` _ 3,8 3,2 A�proach I.OS C C A A Ar�a Type: CBD Cycle Lengfh; 60 _ Actuated Cycle Length: 60 Offset 0(0%y, Referenced to phase 2:NBiL and 6:SBTL, Start of �reen lVatural Cycle: 45 _ _ Control Type; Actuated-Coor�inafetl ' Maximum vlc Ratia 0�6� � `" Intersection Signal D E ;, 7°-�- ��;y,, Infersec �on„LOS A��"'��4w Intersection Capacity Utiliza ton 43 Q%y� ICU Level of 5ervi�e:A� Analysis Period (min)15 ' FT HARRISON 1 CLEVELAND EXISTING PM PEAK 5/3/2013 Baseline Synchro 8 Report RP Page 2 Lanes, Valumes, Timings 3; FT HARRISON & CLEVELAND 5i�i2a�3 � � � � � � � � � � t � Lane Configurations � '� '� '� '� '� _�[.. ....... ..'� Volume (Vph) ' 90 33 43 31 !: 44 > 9 39 347' ` 15 : 2�' .420 `39 Ideal Flow{vphp!) 1900 1900 1500 1900 9900 1900 1900 1900 1900 1900 1900 1904 Storage Length (ff} 140 ' D 100 ' 0 200 0 200; Q Storage Lanes 1 0 1 0 1 0 1 0 _ _ __ '�aper Lengfh �ft) 25 > 25 25 25 Lane Util, Factor 1.00 1,00 1.00 1.Q0 1.00 1.00 �.00 �,00 1.04 1.00 1.00 1.00 �rt ` 0.915 : 0,974 0.994 0,98Z Flt Protected 0,950 0.950 0.950 0,950 Satd. F[ow (prot) ! ;1593 '7534 ` 0 �593 1633 0 1593 ' 1666 0 1593 ` 1655 0 Flf Permitted 0.719 0.703 0,465 D,530 Satd. FEow (perm) ' `�205 1534 0 1179 1633 0 780 '' 1666 0 889 i655 ` 0 Right Turn on Red Yes Yes Yes Yes __ Satd, �low (RTOR} _ ' 47 10 5' 11 Link Speed (mph} 30 30 30 3D Link [3istance (ff) ' ' 627 723 ' 577 533 Travel 7ime (s} 14,3 16.� 13.1 12,9 _.. Peak Haur Factor' ' 0.92 0.92 ' 0.92 Q.92 0,92 0.92 0.92 �,92 0.92 0.92 6,92 ` 0.92 Adj. �low (vph) 11 36 47 34 48 10 �2 377 16 23 457 42 , Shared l.ane Tra�fc (°/o) ` Lane Group Flow (vph) � 1 83 D 34 58 0 42 393 0 23 498 0 Enter Slocked Infersection Na No iVo Na ' No No ` No fVo ; Na :: No No No I�ane Alignment Left Leff Right Left Left Right Left Left Right Left Left Right Median Widfh�ft) ' 12 12 ` 92 ` 12 Link Offset(ffJ 0 0 0. ... 0 CrosswalkWidth(ft) 16 . 16 ' 1fi ' 16 Twa way Left Turn Lane Headway:Factor :` 1.14 1;14 1.14 1.14 1.�4 ':: 1.94 :: 9.14 :: �.14..:. :'1.14 1.�4 �.14 1:14 Turning Speed (mph) 15 9 15 9 15 9 �5 9 __ _ _ _ _ Tum Typ�' Perm NA Perm ; NA Perm NA Perm ` NA Protected Phases 4 8 2 6 _ __ _ Rerm�lted Phases' 4 8, 2` 8 Detector Phase 4 4 8 8 2 2 6 6 Siuitch Phase Minimum Initial {s) 4.0 4.Q 4.0 4,0 4.0 4,0 4,0 4,0 Minimum Split (s} 20.5 20.5 20.5 20.5 ` 20.5 ` 20,5 20.5 20.5 Total Split (5) 25,0 25,0 25.0 25.0 35.0 35.0 35,0 35.Q _ TD.f�1 Spfit (%) ' 41.7% 41.7% 41.7% ' 41,7°/0 58.3°/a 58,3°/0 58.3% 58,3% Maximum Green (s) 20.5 20.5 2Q.5 20.5 30,5 30.5 3Q.5 30.5 Yellow Time (s} ` 3,5 3,5 3.5 3.5 3.5 3.5 3.5 3.5 ; All-Red Tim� (s) 1,0 1,0 1,0 1.0 1,0 1.0 1.0 �.0 Lost Time Adjust (s) , 4A OA 0,0 '` 0.0 O,D 0.0 ` 0.0 0.0 `'`; Total Lost Time (s) �.5 4.5 4,5 4,5 4.5 4.5 �.5 4,5 _ __ LeatllLag ' Lead-Lag Optimize? Vehicle Extension (s) 3.0 `` 3.0 '3.0 3,0 3.0 3.0 ' ` 3,0 3.0 Recall Mode None �lone iVone None C-Min C-Min C-Min C-Mir� Walk Time {s} 5A 5.0 5.0 5A 5.0 5.4 ' 5.0 ' S.0 Flash Dont Walk (s) 1�.0 11.0 11,0 11.0 i 1.0 11 A 11.0 11.0 FT HARRISON I CLEVELANd EXISTING SATLIRDAY MID-DAY 5/3/2013 BaseEine RP � � t� � (:�` � �,.�qrv�.� G�.v�� C�E{�r�t.�'�� i -z..s 1 b� � �i9 f?�,�`t� � __.__�._� 5ynchra 8 Fteport Page 1 �,�a � � �.� f%M: Lanes, Volum�s, Timings 3: FT HARRISON & CLEVELAND 5i3iza�s � -� � �"' ""�' � � �` �*` �. ,� ,� Pedestrian Calls (�Ihr) 0 ' 0 , 0 0' 0:;' 0:: Q d Act Effct Green �s) 7.5 7.5 7,5 7.5 46.4 46.4 �6.� Acluafed g!C Ratia 0,12 0:12 0.12 0,12 0.77 0,77? 0.7I 7 vlc Ratio 0,07 0.36 0.23 0,27 0,07 .30 0.03 0,39 Control D�lay 22;9 17.0 26.6 23.2 3.2 3.8 ` 3,0 �4:� Queus pelay 0.0 0.� 0.0 0.0 0,0 4.0 0,0 0,0 Total Delay 22.9 '�7.0 26.6 23.2 3.2 3.8 ` 3.0 4.4 LOS C B C C A A A A _ Approach pelay � 7.7 24.5 3.7 4:3 Approach LOS B C A A �„ � � � ., ,, , . �- �, , u,;,,��;-� . � �. ,� • . W � � � �N-� .:.��_ �� M.: � . , � �» � Area 7ype: CBD Cycie Length: 6� ` Actualed Cycle Lengti�; 60 __ Offset; 0(0%); Referenced to phase 2:NB�'L and 6:SB'�L; Start of Green Natural Gycle; 45 Contro[ Type: ActuaEed-Coartli�ated Maximum vlc Ratio 0�39-K ��-n Intersection Signal Del�y:��8� ' lntersectio�-t�QS A"`- .� : Intersection Capacify Utiliza�ioi� �0.3%� ICU Level of ServiCe A _ ..... �.�.K:.. Analysis Period (min)15 and Phases; 3: FT HARRISON & CLEVELAND m2 m6 �m8 F7 HAf2f�ISON 1 CLEVELAND �XISTING SATURDAY MID-DAY 5/3/2013 Baseline Synchro 8 Reporf RP Page 2 Lanes, Volumes, Timings 3: FT HARRISON & DREW ST 51312013 �`' -� � �" �' �- � '� �' �. � ,� Lane Confgurations �'"� c�"�r '� "� � � _ Volume(vph) 57 ;10� 7 102 �35 52 �8 ` 327; 68 z31 237 35 Ideal �low (vphpl) 1900 1900 1900 i940 1904 1900 1900 1900 1900 1900 1900 1900 Lane Util,' Factar ' 4.95 ` 0,95 ' 0.95 0,95 : 0.95 : 0.95 1.06 !' 1 AO ' 1 00 1,00 1,00 7.00 _ _ _. Ped Bike Factor 1.00 0.99 1.00 1,00 1,00 1,00 �rt _ 0.994 0.973 0.974' 0.98� Fit Protected 0.9$3 0.983 0.950 0.950 Safd, Flow (prot) ' ' 0 3109 ' 0 0 3028 0 1593 1629 0 1593 1641 0 Flt Permitted 0.760 0,793 0.584 0.49fi Safd. Flow (perm) 0 2396 0 0 2438 0 977 �629 0 831 1641 0 Right Turn on Red Yes Yes Yes Yas Satd, Flaw (RTOR) 7 52 23 ' �6 Link 5p��d (m�h} 30 30 30 30 Link Diatance (ft) ' fi07 838 ` 566 _ 639 _ ' Trave� Time (s) 13.8 19.0 12.9 14.5 Contl: P�ds. (#Ihr) 7 : 4' 4 7 3 ` 2 2 3 Peak Hour Factar 0.95 0,95 0,95 0.95 0.95 0,95 0,95 0.95 0,95 0.95 0,95 0,95 __ Adj,'Flow (vph) 60 106 7 10i 142 55 : `19. `` 344 ` 72 ' 33 249 37 Shared Lane Traffic {%) l.ane Group Flow ��Ph) `' 0 173 ' 0 4 304 , 0 19 416 „_ ,0 33 ' 286 0 Enter B[ocked Intersection No Na No No �o No No No No No No No Lane Alignment '' ` t,efl Left : Righl Left Left ' Right Leit Left Right Left Left Right Median Width(ff} 0 0 12 12 __ __ Link Qffsef(ft) , : 0 0' ; . 0' ; � Crosswalk Width(ffj 16 16 16 16 ,. , Two way Left Turr� Lane : Headway Factor 1.14 1.14 1.14 1.14 1.14 9,14 1.14 1.14 1.14 1.14 1.14 1,14 �� 9 Turning Speed.(mph) 15 9 15 9 15 9 7urn Type Perm NA Perm NA Perm NA Perm NA ,.. Protected Phases 4 ' 8 2 6 Permitted Phases 4 8 2 S __ Detector;Phase 4 �4 ; 8 8 2- 2 � ` 6 Switch Phase M9nim�m initial (s) 4.0 4.0 4.0 4.0 4,0 4.0 '�.0 4.Q Minimum Split (s) 20.5 20,5 20.5 20,5 20,5 20.5 2Q,5 20.5 iotal Spfit (s) 28.0 28.0 ' 28.0 ' 28A ; 32.0 32A 32,0 32.0 7otal Spllt (%) 46.7°/a 46.7% �}6.7% 46,7% 53,3% 53.3% 53.3% 53,3% Maximum Green {s) 23,5 23,5 23.5 23.5 27.5 27.5 27,5 27,5 Yellow Time �s) 3.5 3.5 3,5 3.5 3.5 3,5 3,5 3.5 All-Rad Time (s) 1,a ' 1,0 1,0 1.0 1.0 9,a 1.0 1.0 Lost Time Adjust (s} 0,0 0.0 0,0 0,0 �A 0.0 Total Last 7ime (s) ` ' 4.5 ` ` ' �.5 4,5 ' 4.5 ` �4.5 4.5 LeadlLag Lead-Lag Qptimize? Vehicle �xtension (s) 3.0 3.0 3.0 3.0 3,0 3.0 3,0 3,0 Recell Mode None None None None C-Min C-M[n C-Min C-Min Walk Time 4s) 5.0 5.0 5.0 5,0 5.0 5,0 5,0 5,0 F1ash DontVUaik (s) 11.0 11.0 11.4 11,0 11.0 11.0 ` 11.0 11,0 Pedestrian Calls (#!hr) 0 0 6 0 0 0 0 0 FT HARRISON 1 DREW EXISTING PM PEAK 513I2013 Baseline RP L,��. C��u�� C�P,�� 1'�t 4 ,l ._� c"1 Co� t3 ��G�� Synchro 8 Report Page 1 � �4 z- jt a'� �-, L......_._._----_ Lanes, Volumes, Timi�gs 3: FT HARRISON & DREW ST 51312013 � � � � � � � I � � � � Act�f#ck:GCeen'{s) ��,.$ <`11.8 ' 39.2 39.2 ' ;33.2 39.2 Actualed g1C Ratio 0.20 0,26 6.65 0,6 0,65 0.6 v!c Ratio ; 0.36 ;`0,58 : 4,03 0,39� 0.06 0,2 Control Delay 21.� 22.0 5,1 6,6 5.3 � Queue Delay ' 0.0 0,0 0.� O.D 0.0 0.0 Total pelay 21,1 22,0 5,1 fi.6 5.3 5.� LOS C C:`' A A A A Approach Delay 21,1 22.0 6,5 6.6 Approach LOS C C _ A ` A `'. Area Type. CBD Cycle �.ength: 60 Actuated Cycle Length; 60 OffseL 0(0%), Referenced fo phase 2:N8TL and 6;SBTL, Start of Green �atural Gycle: 45 Control Ty�e; Actuated-Caa .di ated �----�•-.. � p , _ Maximum vlc Rafio: 0,58 �' � , Intersectian Signal Dela ; 12.2 � Intersectian OS: B Intersection Capacity Uti i�at 56.3% ` ICU l.evei of ervice B ' Ana[ysis Period (mir�)15 �_ � �7 HARRISON I DREW EXISTIiVG PM PEAK 5/3/2013 Saseline Synchro 8 Report RP Page 2 Lanes, Volumes, Timings 3: FT HARRISON & DREW ST 513/2013 -'� � '"� � � �` � � � �'" � � � �.� ��.. � �� °�'��, ��. � �. �� .�� . � � rv� - ..� . � , �. Lane Configurat�ons �'� �'� '� „ � �i � Volume (vph) `' '9 55 ' 10 102 �49 40 `39 226 82' 31 264 25 Ideal Flow (vphpl) 1900 1900 1900 �900 1900 i900 1900 1900 1900 1900 1900 1900 Lane lJtil:' �'acfor '; 0.95 ' 0.95 ' D.95 `` 0.95 ; 0.95 0.95 ' 9.00 T:00 : 9.U0 1:40 1;OQ `1.pa _ #'ed Bike Factor 1,00 0.99 1,00 �.00 1.00 1.00 _ �rt 0.979 0.979 ` 0.960 0.987 Flt Protected 0.994 0.983 0,950 0,950 Safd, Flow (prof) :` 0 3088 0 ` 0 3452 0 1593 `�603 ; 0' 1593 1653 ' 0 Flt P�rmitted 0.905 0.826 0,575 0.563 Said. �low {perm) 0` 2848 0 0 2558 0' 962 1603 ' 0 943 1653 : 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 1� 35 `` 4p 10 Link Speed (m�h} 30 30 30 30 Link Distance (ft) ' 607 838 ` 566 - 639 Travel Time (s) 13,8 19.0 12.9 14,5 Confl: Peds. (#!hr) 7 4 4 7 3 2 2 3 Peak Hour Factor 0,95 0.95 0.95 0.95 0,95 0.95 0,95 0,95 0,95 0.85 0,95 0.95 Adj. Ffow {vph) 9 58 ` 11 `107 15T 42 `' 41 238 ` 86 33 278 26 Shared Lane Traffic (%) Lane Group Flow (v�h) 0 78 0 0'` 3�6 0' 41 324 0 33 30� 0 Enter Blocked Intersection No No No Na No No No No Na No Na iVo l,ane Alignment Left �.eft Righi Left Leff Right Left Leff Right `l.eft Ceft Right Median Width(ft) 0 0 12 12 _ Link Offset(ft) : '. . 0 ,. � � � `' Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1,14 1.14 1,14 1.14 1,14 1.14 1.14 1.14 �.14 1.14 1.14 1.14 Tuming Speed (mph) 15 9 15 9` 15 9 ' 15 9 Turn Type Perm NA Perm NA Perm NA Perm NA Rrotected Phases 4 8 2 6 ; Permitted Phases 4 8 2 6 _ Detector Phase '; 4 4 8 8 2 2 6 6 Switch Phase Minimum 1nilial (s) 4,a ' 4A �.0 4.0 :4A �A 4,0 4.0 Minimum Split (s) 20,5 20.5 20.5 2Q.5 20.5 20,5 20.5 20.5 'Cotal Split (s) ' 28.0 28.0 28.a 28.0 ' 32.0 32,0 32.0 , 32.0 Total Split (%} 46,7% 46.7°/0 46.7% 46,7% 53.3°/0 53.3% 53,3% 53.3% Maximum Green (s) ` 23.5 23.5 23,5 23,5 ' 27.5 27.5 27.5 27,5 Yel[ow Time (s} 3.5 3,5 3,5 3.5 3.5 3.5 3,5 3,5 Al1-Red Time (s) ; 1.0 1.0 1:0 1.� 1.0 1 A 1,q 1.Q Lost 7ime Adjust (s} 0.0 D.0 0.0 O.Q 0,0 O.Q Total Lost Time (s} 4.5 ,: 4.5 4,5 4.5 4.5 4.5 L�adlLag _ l.ead-L.ag 4ptimize7 Vehicle Exfension (s) 3.0 3.0 3.0 3,0 3,0 3.0 3.0 3,0 Recall Mode None None ` iVone �€one ` C-Min C-Min C-Min C-Min Walk 7ime (s) 5.0 5,0 5,0 5.0 5.a 5.0 5,0 5.0 Flash Dont Walk (s) 1�.0 ' 11.0 ' 11.0 91.0 14.0 11.0 ' 11,0 11.0 ` Pedestrian Cafls (#Ihr) 0 0 6 0 0 0 0 0 FT HARRIS03J 1 DR�W EXISTI�lG SATURdAY MID-DAY 5I312013 Baseline RP �..,.f� �t�'�`. G!� v v�P G�A C'11GI`7�+� �`ar1 5' U `� �,2-in �`Aa�,i Synchro 8 Report _.._. . �. a Page � (.y 4 �1 \�._� � e'^�� Lanes, Volumes, Timings 3: FT HARRISON & DREW ST 513/2013 � � � � � � � � � � * *� Act E.ff.ct Green (s.) 1�.9 11.9 ` 39.1 :: 39 �::. 39;9 39,1 �� Act�ated gIC Ratio 0,20 0,20 0 65 0.65 0.65 0,65 �.� vIc Ratio �.94 : Q,57 0.07 0,31 0.05 0,28 Control Delay 16,7 22.9 5,2 5,5 5.2 5.8 Queue Delay '' 0.0 0,0 ' 0.0 0,0 OA '' 0.0 Total �elay 16.7 22,9 5.2 5,5 5,2 5.8 LOS B �' A A' A `A A�proach Delay 16.7 22.9 5.5 5,8 _. Approach L05 ` C A A B �'%x ., �".;�`'�" .� �"� ,,,r��" "��--�°� � �, � ,�°"�..�� . � .m�z�-�� •`�,�.� - �. � ' �$um iar, � .. ��-�f:�:�. , �:�� -�-� n � �a �.� �- _ W - � ;.. � �_..� „� -�.,��-� � ��- � �,�.�.- ,.� , �... ... � �.� � Area Type: CSD ; Cyc[e Length; 60 Acluafed Cycle Length: 60 Offset; 0(0%}, Referenced to phase 2;NBTL and 6,SBTL, Start of Green Natura[ Cycle: 45 Control Type: Actuated-Coordinated Maximum vIc Ratio; 4�._::�_._ ., Intersection Signal DelaK�. .�� --_� lnterse�tiQn LOS. B�,� Infersection Capacity Utiliz tio -46:4%� ` 'iCIJ Lev�l�of��S�ryi�e�R - Analysis Period (min) 95 —~-- �W�� 3; FT HARRISON & pREW ST FT HARRISON I DR�W �.XISTI3VG SATURDAY MID-DAY 513I2013 Baseline Synchro 8 Report RP Page 2 Lanes, Volumes, Timir�gs 3: OAK AVEIOAKIOSCEOLA & CHESTNUT 5/3/2013 � --� `"'� {"" � �`` � � �` �'°" �, "'� �. _m_ , .. . � , N . r � .� :.� ��:�� R�� T�.� ��..W �n �`�� q� .�.. �� . � _- � � � �rt ��;. � W�� .� _ . u� , . Lane Configurations �''� '� ... �1� Volume (vph} 8 1437 0 0 0:' 0` 0' 58 31 9� 0 0 Itleal Flaw (vphpl) �940 1906 1900 i900 1900 1900 1900 1900 1900 9900 1900 190Q Lane Utii. Factor 0;95 `; 0.95 1.00 1 00 1,00 `: 1.00 : 1:00. 1,00 1.00 0,97 �:00 `1:00 Ped Bifce Factor 1.00 0.97 0.98 ,.. �rt _ ` 0.953 Flt Protected 0.950 Satd. Flow �prot) 0` 3185 0``` 0 ' 0 0 0 1556 0 3094 0 0 F!t Permitled �•9�� Satd, Flow (perm} 0 3185 ' 0 4 � 0 0 1556 0 3019 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTO�t) 19 Link Speed (mph) 30 30 30 30 , Link Distance (€tj ' S69 669 437 43& Travel 7ime (s) 12.9 15.2 9.9 10,0 , Confl, Peds. (#Ihr} 7 , ,, 2� 7 ` Peak Hour Factor 0,93 D.93 0.93 0 93 0,93 0.93 0.93 0,93 0,93 0.93 0.93 0.93 C7rowf�l FaCto� ' 93°/0 100% ' 10fl% 100% `' 160°/a 10�°/0 1 QO% 104% 100°/0 100% 100°/a 100°/0 Adj. Flow (vph) 8 1545 0 0 0 0 0 62 33 98 0 0 Shared Lane 7raffic (°/o) Lane Group Flow (v�h} 0 �553 0 0 0 0 0 9b 0 98 0 0 Enter Blocked intersection No No '' No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right l.eft Left Righf Median Widfh4�t) 0 0 24 2� Link Offsef(ft) 0 0 0 0 Crosswalk Wi�th(ft) ' 16 16 ` 16 �6 ' Two way Lefl Turn Lane F�eadway Factor ' 1.14 1.1� 1.14 1.14 _ 1,14 : 1.14 1.14 9,14 1.14 1.14 `�.14 1,14 Turning S�eed (mph) 15 9 15 9 15 _ 9 15 9 7urn Type Perm NA NA Prot Protected Phases 2 4 � _ Permitted Phases 2 ` Detector Phase 2 2 4 1 Switch Phase Minimum initial (s) 4,0 4.0 4.0 4.0 Minimum Split (s) 21.0 21.0 ' 21.0 ` 8.5 Tofal 5plit (s) 84.0 84,Q 21.0 15.0 Total Spflt (%) 70.0% 7Q.0°/o 17,5% 12,5% Maximum Green (sJ 79.0 79,0 i7.0 11.0 Yellow Time (s) �.0 4.0 _. 3,0 3.0 All-Red Time (s) 1A 1.0 1,0 1.0 Lost Time Adjust (s) 0.0 0.0 O.Q Total Lost 7ime (s) 5,0 �.a 4.Q LeatllLag Lag Lag Lead Lead-Lag Opiimize? Yes Yes Yes Vehicle �xtension (s) 3.0 3.0 3.0 3.0 Recall Mode C-Min C-Min None None _ , Wal[c Time (sj `: ` 5.0 5A 5.0 Flash [7ont Walk (s) 11.0 1�.Q 11.0 OAK AVE 1 CHESTNUT EXISTING PM PEAK 5l312013 Baseline Synchro 8 Report �p Page 1 Lanes, Volumes, Timings 3: OAK AVEIOAKIOSCEOLA & CHESTNUT 51312Q13 �` -�► � � � '�"- �i � � � � � Pedesfriar�.Galls (#Ihr} 0 ; 0 0 : Act �.ffct Green (s} 86.6 11.3 9.1 Acfuafed gIC Ratio 0.72 6.09 ,;'0.48 vlc Ratio 0.68 0.58 0,42 _ , Control De[ay � 1.9 55.0 57,9 Queue Delay 0.0 0,0 0.0 �olal Delay : � 1.9 ' S5.0 57.9 I.OS B D E Approach Delay 11.9 ` 55:0 _ Approach I.OS B p ,-n �I'�'..m�yy��.y�'�'�� u�,��x-�--s �..��,,M, . �M..f �.. _�� "-" � ��M � � �� ,i:=�� .�:: ,�. .�-}?i!!l:j�l�7 �"`�� ..,y "'a�`�.,�-. ,� r- a.�` '�"= �� "�`Y� �.:,,�'��'"�� ,, _w ,. ''y,s......�..'�s' � ..'"'�,�r..'"" *�""+� Ee;,r�''.�-..,',,"'�.,'�. � r--�." ' �"C -+� ��. :.+'��'. �r.,�.:-'�va.. �... ,.. «.;,. a" "�.,..s ..� r'�� ,z .. ..;.. Y._:. . Area Type: CBD Cycle Length: 9 20 Actuated Cycle �ength:120 Offset: 0(4%), Referenced fa phase 2:��71, and 6:, Start of Green iVatural Cycle; 75 ,.. Confrol '�ype: Actuated-Coordinated � ,........ Maximum vlc Ratia��6$�� Intersection Signal I 16 8�.,,. Inters�cti�n LOS. B�°�� Intersection Capacity Util��i a�[�on 62.6%`�� (CU Levei of.S�TViee•B Analysis Period (min)15 ��-- �.� "�•� " .,.v and Phas�s: 3: OAK AVEIOAKIOSCEOLA & CH�S7NUT dAK AVE 1 GHESTNUT EXISTING PM ��AK 513l2013 Base[ine Synchro 8 Report Rp Page 2 Lanes, Valumes, Timings 3: OAK AVEIOAKIOSCEOLA & CHESTNUT 51312013 �` -� � � � � � � � � � � �ane Conflgurations �� , �� _ _ Volume (vph) , 9 1072 ' 0 0 4 0 0; 36 20 ' 9 : 0 0 Ideal Flow (vphpl) 1900 �900 T900 1906 1900 �900 1900 1900 1900 1900 1900 1900 Lane Util;:Factor:':. 0.95 ` 0.95 1.00 1.00 1,00 ` 1.00 ;' 1.00 �.00 1.00 0.97 1.00 1.00 Ped Bike Factor 1,00 0.97 0.98 _ Frt ' ' Q.951 ' Flt Protected 0.950 _ Safd. Flow (prot) 0 3185 ` 0 4 0 0' 0: 1551 0 3090 D 0 Flt Permitted 0.950 Safd.: F'low (perin) 0 3185 0 0': 0' ' 0 0. 1551 0 3015 0 4 Right Turn on Red Yes Yes Yes Yes __ Safd. Flow (RTOR) , 2a Link Speed �mph} 30 30 30 30 L'ink Distance (ft) 569 669 437 438 Trave! Time (s) 12,9 �5.2 9.9 10.0 Confl. Peds, (#!hr) 7 29 7 Peak Hour Factor 0.93 0.93 0,93 0,93 0.93 0,93 0.93 4.93 0.93 0,93 0,93 4.93 Growth Factor 93°/0 100%a 1Q0% 104% 100°/0 100°/a 100°/0 100% ` 100% 90p% 100°/a 100% ABj, �law (vph) 9 1153 0 0 0 0 0 39 22 �0 0 0 Shared Lane `�raffic (%) Lane Group Flow (vph) 0 1162 0 0 0 0 0 fi1 0 10 0 p �nter Blocked Intersection No No No No `�lo No No No No No ' No No Lane Alignment Left Leff Right Left Left Right Left Left Right l.eft l.eft Right __ __ __ _ _ Median Width(ft) 0 D :..: 24 , , , .: 24 ' ` ' Lir�k Offset(ft) 0 0 0 0 Crasswalk Widthtft) 16 96 16 16 Two way Left Turn Lane Headway Factor 1.14 1,14 1.14 1.14 1,94 7.14 ' 9.14 1,14 1.14 1.14 1.1� 1.1Q Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type Perm NA ' NA : Prot Pratected Phases 2 4 1 Permitfed Phas�s 2 Detector Phase 2 2 h 1 Swilch Rhase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Splif (s) 21,0 21.0 _ 21.0 8.5 Total Split (s} 84,0 84.0 21.0 15,0 Total Split (°/o) 74,0% 70.0°/0 17,5°/a 12.5% Maximum Green (sj 79,0 79,0 �7.0 11.0 Yellow Time (s) 4.0 4A 3.0 3,0 All-Red Time (s) 1.0 1A 1,0 1,0 Lost Time Adjust (s) 0,0 0,0 0,0 Toial Lost Time (s) 5,0 4.0 4.0 LeadlLag Lag Lag Lead Lead-Lag Opiimize? Yes Yes Yes Vehicle Extension {s) ` 3.0 3,U 3.0 3A Recall Mode C-Min C-Min None �one Wal[c Time (s) ... .. .::: 5.0 5.0 , 5.0 Flash Dont Walk (s) 11.0 11,0 11,0 OAK AVE I CHESTNUT EXISTING SATURDAY MID-DAY 51312013 Baseline Synchro 8 Report RP Page 1 Lanes, Volumes, Timings 3: OAK AVEIOAKIOSCEOLA & CHESTNUT 51312013 � � � t� � � � � � � � � P,edesfrian Calls..(#.Iftr) 0 0 0:: Act �ffct Green (s) 102,9 8.8 5.9 Actuafed g1C Ratio 0.8� ; 0,07 :O.a5 vlc Ratio 0.43 0,46 0,07 _ Co�trol Delay 3,6 48.5 55,0 Queu� Delay 0,0 0.0 0.0 , Total nelay 3.6 4$.5 55A LOS A D D _ _ _ __ _ Approach Delay 3,6 48.5 ; Approach LQS A D . _ �°�-�."�'rM-�� 's� .�-ry��,,✓�:,:^�� , �, _ .. 5 �✓ � � � .. . '�: �.» �,�- � ,�-r�,w. . � e. ��su��a� .,�N�„ �-�� ,� ��,..� . m. . . . � .�� .� :`��_ -��. �� _,��:, .,� Area fype: CBD Cycle l,ength:12p Actuatetl CycEe Length, 120 _ _ _ _ Offset 0(0%), Re#erenced ta phase 2;�BiL and 6:, Start o# Green ` Natural Gycle: 60 _ _ Control Type: Actuated-Goordinafed Maximum vlc Ratio: 0;46 -- � �- -- __ ]ntersection S9gnal f��lay:�6 3� �-"....,, `Inter�ection LOS: A�"`;,,� �.. Intersection Capaciiy Utillza#c�n 50.6% �� ICU Leve1 of 5�rvice,A � , �... �,.Y,....< Analysis Peciod (min)15 ' �-°�° its and Phases: 3: OAK AVEIbAwbSCEOLA & CH�S7NUT OAK AVE I CHESTNUT �XIS7ING SA7URDAY MID-DAY 51312013 Baseline Synchro 8 Repart �p Page 2 l.anes, Volumes, Timings 3: COURT & OSCEOLA 51312013 � � � � � � � � � � a - �.. t� � � � � , ;:�-.�� ,, ,�.�.. .�, M J.,�, _ . � � . � �� "'� , �.' '.,� �_ry�_�� ;�� - - �_ .��f��; ��, � -�:��,V , ��:-�- � -�~-��°.� �. . � „ . . _ . _ �. . _f Lane Gonfiguraiions '�'�'� � Volume (vph) '4 -' 0'' 987 37 0 179 Ideal Flow (vphpl) 1900 1900 1900 1904 1900 1904 Lane Util,'Factor 1�00 ` 1;00 ? Q.91 p.91 1,a0 ' 1;00 Ped Bike Factor 0.99 0,99 Frf "0,995 D,865 ' Flt Protected Safd. Flow (prot) 0 0 4530 0 0; 1450 Flt Permitted , Satd.' Flow (periri) 0 � 453D 0 0` 1429 Right �'urn on Red Yes Yes _. 5atd. Flow (RTOR) , 9 131 Lin�C Speed (mph) 30 30 30 Linl� �istance (ff} 552 665 - ' 45D ` Travel Time (s) 12,5 15.1 10.2 Conii. Peds,':(#Ihr) 29 ' , 1 peak Hour �actor 0.95 0,95 0.95 0.95 0,95 0.95 _ _ __ _ Adj, F[ow (vph) ': _ 0 0 1039 39 ` 0 188 Shared l.ane 7raffic (%) Lane Group Flow �vph) ` 0 D 1078 0 6 188 ` Enter Blocked Inlerseclion �!o No No No No No Lane Alignmenf Left Leit ieft Right ` Left Right Median Width(ft) 0 0 0 �ink o�seftt�a a a a _ Crosswallc Widih(ft) � 6 1 S 16 Two way Left Turn Lane Fieadway Factor 1,14 1.14 1.14 1.14 �.14 1.14 Turning Speed (mph) �5 9 15 9 Turn Type NA custom ,.. Protecfed Phases 6 Permitfed P�ases 8 __ Detector Phase 6 8 _ Switch Phase Minimum initial (s} ` `4.0 ` `4.0 Minimum Split (s) 20.5 20,5 ,,. .. TatalSplit(s) 900,0 40,0 ' _. Total S�lit (%) 71,4% 28.6°/0 Niaximum Green (s) 95,5 35,5 Yellow 7ime {s} 3.5 3,5 All-Red Time (sj 1.0 ... 1 A Lost Time Adjust (s) 0.0 0.0 Tofa! E.ost Time (s) '�.5 _ 4.5 LeadlLag Lead-Lag Opiimize? Vehicle Extensian (s) 3.0 3.0 Recall Niode C-Max None Wal[c Time (s) 5,0 5.0 Flash Dont Walk (s) ' ' _ 11,0 ' 11.0 . Pedeslrian Cails (#Ihr) d 0 OSCEOLA AVE I COURT EXIST{NG PM P�AK 513/2013 Baseline Synchro 8 Report Rp Paga 1 Lanes, Volumes, Timings 3: COURT & OSCEOLA 5I312013 � � � � � � Act �ffct Gr�en (s} 118.8 12.2 Actuated gIC Ralio 0.85 0,09 v1c Ratio :0,28 0,77 Control Delay 2.6 40.8 Queue Delay ,0.0 0.0 ' Total Delay 2.6 4Q.6 LOS `, A D Approach Delay 2,6 Approach I.QS ` A �� 9 C€��1�� - • ;��-.,� �°�� y � -�� . ;�^""""�="-+," �y�»'"_ , � n. � ,.,.»«..,-.._.. ,e,.... � ,.�d.u:;"��an',?�'�"�"�^�.a n" .n.- .�.��. � � � ,,,�' `� ;' .',�� w,;,- .. � ,,,�.wi . , , .�, A .... ..-'�,'r .,� � „�"' ..,....... ... b,K.,.n.:::;;.�.--.�«.�"�"..�..x.:�-�,:. � .,�'� ..,.... � „, _.,...�...._.. . _. ..,...:;, _.:.;-. Area Type; CBD Cycle Lengfh, 1 �0 Actualed Cycle l:ength, 940 Offset: 0(0%), Referenced to phase 2: and 6;WBT, Start of Green Natural Cycle; �5 Control 7ype; Actuated-Coordinated , , _ Maximum vIc Rati�o° 0,71 ;. ' C-....._ Intersection Signal Delay, $.3 , Intersection-LOS; A-...� Intersectior� Capacity Utilization 42.2% �� ICU Level of S re vice�A �� Analysis Per'sod (min)15 and Phases: 3: COLfRT & OSGEOLA dSCEOLA AVE 1 COURT EXISTING PM P�AK 51312013 Baseline Synchro 8 Report RP Page 2 Lanes, Volumes, Timings 3: C�URT & OSCEOLA 5I312093 � ,.,_.�, �' �,. � � Lane Configurations '�'�'� � ,... Volurne (vphj ;' p ; 0 1296 32 ' 0 1�3 Ideal Flow (vphp[) �900 1900 1900 1900 1900 1900 Lane Util. Faelar 9;00 �;00 0.91 > 0.91 9A0 1 06 ' Pe� Bike Factor 1.00 �.99 , Frt `' 0.996 0.865 , , Flt Protected Satd, Flow (prot) 0 ' 0 4542 0 0 1450 Flt Permitted Satd. Flow �perm) 0 a 4542 0 0 �429 Right Turn on Red Yes Yes ,, Satd. Flaw (RTOR) ; 6 �7 Link Speed (mph) 30 30 30 Link Distance (ft) 552 665 �5fl ` ' , 7ravel Time (s) 12,5 15,1 10,2 Confl, Peds, (#Jhr) 29 � Peak Hour �actor 0.95 0.95 0.95 0,95 0.95 0,95 , Adj. Flow (vpi�) � 0 ` 0 1364 '' 34 0' 151 ' Shared Lane Traffic (%) Lane Group Flow v h 0 _ 0 �398 4 ' 0 151 f P ) ' Enter BEocked Int�rsection No iVo No 3Vo No No Lane Alignment :' Leff 'Left Left Right L.eft _ Right Median Widlh{ft) 0 0 0 ,. ,. Link Offset(ft) ' 0 0 4 _ Crosswalk Width(ft) 16 �6 16 _ Two way Lefk Turn Lane , , Headway Factor 1,�4 1,14 1.94 1,14 1.14 1,14 Turning Speed (mph) 15 9 15 9 Turn 7ype NA custom Protecfe� Phases fi Permitfed Phases 4 I�etecfor Phase ' 6 4 ` ; Switch Phase Mi�iimum Eniiial {sJ 4.0 ' - 4.0 Minimum Split (s) 20.5 20,0 Total S�lif (s} ` 100,0 40.0 Total Spllf (%} 71.4% 28,6°/0 Maximum Gre�n (s) 95,5 36.0 Yellow Time (s) 3,5 3.5 Afl-Fted Time (s) 1:0 0.5 Last Time Adjust (s) 0.0 0,0 Total Lost Tme (s) �4.5 4,0 l.eadlLag Lead-Lag Optimize? Vehicle Extension (s} 3.4 3.0 l�ecall Mode ' C-Max None Walk Time {s) 5,0 5.a Flash Dont Walk (s) � 1.0 11.Q Pedestrian Calls (#Ihr) 0 0 OSC�OLA AVE 1 GdURT EXISTING SATURDAY MIC?-DAY 5/3/2013 Bas�line Synchro 8 Report RP Page 1 Lanes, Volumes, Timings 3: COURT & OSCEOLA 513I2013 .,.� ..�.,�„ "'1�' '�,. � •� Act Effct Green (s) 117.5 14.0 Actuated gIC f�atio 0.84 0.10 , vlc Ratio 0.37 0.74 ' Control �elay 3.3 54,3 Queue Delay ; 0.0 ' i0,0 ` ; Total Delay 3.3 54.3 LOS !`.A D Approach Delay 3.3 Appraach L05 ` ' A _ � � � � .��-� , e .- �.� � � � -�z -, �-� ; ,.a-�� ., � � , �,�. �. . � _ - �.. � ��,� �,,e �"r�° ,' ��t's��iai��., .�� ,� �- ' �� r� � � �.�~ � W � �- z� .,m..��.. �� . , �,,.. � Area Type; 9CBD Cycle LengtY�:140 Actuated Cycle Length; 140 `. ' Offset: 0(0%), Referenced to phase 2: antl 6:WBT, Start of Green Natural Cycle: 45 Conlro! 7ype: Actuated-Caordinated Maximum vlc Ratio 0 74 ;: _---• ;�, ��... Intersection Signal Delay: 8.3 �� —�� Intersectio L05: A� Infersection Capacity U�1Nzati.o 45,8%� ICU Level f.S��A ` ` Analysis Period (min)15 ��--- and Phases: 3: COURT & OSCEOLA OSCEOLA AVE I COURT EXISTING SATURDAY MID-DAY 51312013 Baseline Synchro 8 fteport �P Page 2 All-Way Stop Control Page 1 af 1 ALL-WAY STOP CONTROI, ANALYS[S General fnformation Site lnformation nal st Rp Intersection OSCEOLA/PlERC� enc lCo. GCC urisdiciion CI.WTR Date Performed 5/1/2�13 nal sis Year 20�3 EXlSTlNG nal sis Time Period PM PEAK Pro'ect ID EasVWest Street: P1ERC�' S7' Northl5auth Street: OSGEOLA AVE olume Ad'ustments and Site Characteristics roach Eastbound Westbound Movement L T R L T ft o�ume (vehlh) 8 17 5 44 29 29 %Thrus Lek Lane roach Northbound Southbound Mavemeni l. T R L T R ofume (�ehlh) 8 134 56 24 980 12 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 41 L2 �onfguration LTR LTR L TR L TR P H F 0. 78 0. 78 0. 78 0. 78 0. 78 0, 78 �'low Ftate (vehlh) 37 108 10 242 30 245 % Heavy Vehicles 2 2 2 2 2 2 No. Lanes i � � 2 Geometry Group 2 2 5 5 Duraiion, T 0.25 Saturation Headwa Ad'ustment Worksheet Prop. Left-Turns Q.3 �. J� �. � �. � �. � �. � Pro�. Right-Turns Q 2 �.2 d. Q �.3 �. � 0. 1 Prop. Hea�y Vehic�e �, � �. � �.Q p, � �. � 0. Q hLT-adj 0.2 0. 2 0.2 0. 2 0.5 0.5 p, 5 0. 5 �RT-adj -0.6 -0.6 -0.6 -0.6 -0.7 -0.7 -0.7 -0.7 h�v-adj 9. 7 1. 7 9. % 1. 7 1.7 9.7 1.7 9. 7 �ad;, compufed -O.O -O.O o. � -a. 2 0. � -o. o De arture Headwa and SeEVice iime hd, ini�ial value (s) 3.20 3.20 3. 20 3.20 3, 20 3.20 , initial 0.03 0.10 0.01 0.22 0.03 0.22 ha, tinal va�ue (s) 5.34 5.21 5.79 5.09 5.&8 5. 94 , Fnal va�ue 0.05 0. 96 OA2 0.34 0.05 0.35 Nio�e-up time, m(s) 2.0 2.0 2.3 2.3 5eroice Time, ts (s) 3.3 3.2 3. 4 2. 7 3.4 2. 8 Ca aci and Le�el of Service Eastbound Westbound Narlhbound Southbaund L'i L2 L1 L2 L1 L2 l.1 L2 Capacity (vehlh) 287' 358 2fi0 492 280 �95 oelay (s�ven) 8. 65 9. 9 7 8.57 10.22 8. 66 10. 57 �os A A A B A 8 pproach: Delay {slvah) g, B5 9. 97 70.15 10.36 �os ,q A B B Intersection �elay (slveh) '�a.a�- Intersection LQS A Copyright OO 2007 Uni�ersity ot Florida, All Righis Reserved NCS+TM Version 5.3 Generated: 5/112013 10:32 AM file;1//C:/UserslrpergolizzilAppData/Local/Tamp1u2k91D7.tmp SII/2013 All-Way Stap Conirol Page 1 of 1 ALL-WAY STOP CQNTROL ANALYSIS General Information Site Information nal si RP InRersection OSCEOLA /F>IERCE enc ICo. GCC urisdietion CLUVTR Date Performed 5/T/20i3 nal sis Year 2013 EXISTING nal sis Time Period SATUI?DAY M!D-DAY Pra'ect ID EaslNUest Street: PIERCE ST iJorfhlSouih Sireet: OSCEOLA AVE olurne Ad'ustments and Site Charact�ristics roach Eastbound Westbound Movemeni L T R L T R olume (�en�h) 6 90 5 �43 7 21 %Thrus Left Lane roach Northbound SouRhbound Mo�ement L T R L 3 R olume (�ehlh) 2 31 32 33 162 2 °/aThrus Left Lane Eastbound Westbound Northbound 5outhbound Li l.2 L1 L2 L1 l.2 L1 L2 confguration LTR LTR L TR L TR PHF 0.86 0.86 0.86 0.86 0.86 0.88 Flow Raie (vehlh) 22 89 2 73 38 190 % Heavy Vehicles 2 2 2 2 2 2 No. Lanes 1 9 2 2 Geometry Group 2 2 5 5 Duration, T 0.25 Saturation Headwa Ad'ustment Worksheet Prop. Left-Turns �.3 Q.6 �.� �.LJ �.Q �.a Prop. Righi-Turns �.2 Q.3 a. � a. 5 Q.l% i. � Prop. HeavyVehicle O.Q 0.0 O.Q 0.0 0.0 0.0 h LT-adj a. 2 0, 2 �.2 a, 2 �. 5 a. 5 �. 5 a. 5 hRT-adj -0,6 -0.6 -0.6 -0.6 -0.7 -0.7 -0.7 -0.7 h�tv-adj 9. i 1.7 1.7 9, 7 1. 7 1. 7 1. 7 9.7 hadj, computed -0. 0 -0.0 0. 5 -0.3 0, 5 0. 0 i]e arture Headwa and Service Time hd, ini�ia� value (s) 320 3.20 3.20 3.20 3. 20 3.20 , initia� 0.02 0.07 0,00 0.06 0.03 0.17 €�d, Cnal value (s) 4.66 4.61 5,49 4.63 5.35 4.84 , final value 0.03 0.10 0.00 0.09 0.06 0.26 Move-up iime, m{s) 2. D 2.0 2.3 2.3 Service Time, t$ (s) 2. 7 2.6 3.2 2.3 3.1 2. 5 Ca aci and Le�el of Service Eastbaund Weslbound iVorihbound Southbound L1 l.2 L1 L2 L1 l.2 L1 L2 Capacity (vehlh) 27,2 331 252 323 288 440 Delay(slveh) 7.84 8.94 $.20 7.$1 8.37 9.20 �.os A A A A A A pproach: Delay(slveh) 7,$p 8.19 7.82 9.06 �.os a A A a Iniersection I]alay (slveh) 8.58 Inierseetion LOS A Copyright �O 2007 Uni�ersity of Florida, All RigMs Reserved NCS+7� Version 5,3 Generated: 5I112013 10:36 AM file:IllC:/Userslrpergolizzi/Ap�Data/Local/Temp/u2kDD96.tmp 5/1/2013 Lanes, Volumes, Timings 3: OSCEOLA & CLEVEI�AND �i3r2o�3 -�'� -� �* �" � � � � l*' � ,� .� l.ane Conflgurations '� �, *� � � � � � _ Volume (vph} <5 ' 6 ' 8 43 14 33 2 133 20 20 168 �0 Ideal Flow (vphplj 1900 190� 190Q 1900 1900 1900 1900 1900 1900 19D0 �9Q0 1900 Lane UtiL' Factor 1,00 1100 1.00 1.00 ``1,00 1.00 �.00 ` 1,�a 1,00 1.06 3,a0 1:0� Ped Bike Factor 0.94 0.96 0,95 0,94 0,98 0,99 0.97 1.40 Frt 0.9T6 ` 0.896 ` : 0.980 ' 0.992 �If Protecked 0.95Q 0.950 0,95a 0.956 _ Satd. Flow (prot) 1394 1292 0 1593 1492 ' 0 i'�593 1630 D 1593 1659 -0 Fli Permitted 0.930 0,930 0.625 0.643 Satd. �low (perm} ' 1279 1292 0 1485 4412 :' `'0 1429 163Q 0 1045 '1659 `` 0 Righf Turn on Red Yes Yes Yes Yes Satd. Fkow (R70R) 9 39 .`. 96 6 Link Speed (mphJ 30 30 30 30 Link Disfance (ft) 516 624 386 ` 472 Travel Time (sJ 11.7 14.2 8,8 10.7 Confl, Reds. (#Ihr) 36 26 26 36 13 21 21 13 Peak Hour Factor 0,84 0,84 0.94 0.84 0.84 0,8� 0.84 0.84 0.84 0.84 0.84 0,84 Parking (#Ihr) , , 5 5 5 Adj. Flow (vph) � 7 9 51 17 39 2 95$ 24 24 200 12 _ Shared Lane Traffc (%) _ Lane Group Flow (vph} 6 18 0 51 56 0 2 182 0 24 2�2 0 Enter 6locketl Intersection No Na Na ` iVo No No - Na No No ` No Na No Lane Alignment Leff Leff Right Left Leff Right Left Left Ftight �eff Left Righi _ _ iNedian Width(ft) ' 12 12 12 ` 12 ,;. tink O�fset(ft) � � � .... ....... ... ............... _ 0 CrosswalkWidth�ft) ' 16 , 16 16 , 16 7wo way Left Turn Lane Headway Factor ` 1:35 1,35 1.14 1.14 ' 1.�4 �.14 '' 1,94 1.14 1.94 1.14 1.94 �.�4 Turning Speed (mph) 15 9 15 9 15 9 15 9 _ Number of Deiectors 1 2 1 2 ,1 2 1 2 Detectar Tempiate Left Thru Left Thru Left Thru Left Thru Leading f�etector (ff} 20 �00 _ 20 104 20 100 '2� 140 Trailing Detector (ft) 4 0 0 0 0 0 0 0 Def�ctar 1 Position((ij 0 0 0 0`, 0 0 0 0 [?etector 1 Size(ftj 20 6 20 6 20 6 20 6 Defector 1 Type C1+Ex CI+Ex Cl+�x C[+Ex CI+Ex CI+Ex C[+Ex CI+Ex Detector 1 Channel petector � Extend (s) 0,0 0.0 4,0 0,0 `Q.Q 0.0 O.a 0.0 Detector � Qusue (s) 0,0 0.0 0,0 0.0 0.0 D.0 0.0 0.0 Detectorl Delay(s) 0.0 OA O,D 0,0 0.0 `0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) _ 6 fi , 6 6 Detector 2 Type CE+Ex CI+Ex Cl+�x CI�Ex �etector 2 Channel Det�ctor 2 Extend (s} 0,0 0,0 0.4 0,0 Turn Type Perm NA Perm iUA Perm NA Perm NA f'rotecfed Phases 4 $ 2 6 Permitted Phases 4 8 2` � ; Detecfor Phase 4 4 8 8 2 2 6 6 OSC�OLA AVE ! CL�VELAND EXISTING PM PEAK 51312Q13 Baseline Synchro 8 Re�ort RP Page 1 Lanes, Valumes, Timir�gs 3: OSCEOLA & CLEVELAND � � � � � � � �rsi2a� 3 � � '�" � � ��_ :. . ° ' .�:�,� �'�. � %��%.��; ��;��`��`��'�[��,��s�I�,��'�S T"��s�� ... :� Switch Phase Minimum Initial {s) 4,0 4,0 4.0 4,0 4.6 4.0 4.0 4.0 Mfnimum Splif (s) 2Q.5 20.5 ,'; 20.5 ' 20,5 20.5 20,5 20.5 20.5 Total S�lit (s) 30,0 30,0 30.0 34.0 30.0 34.0 30.0 30.0 TOtal.$plit (°/n) `::5D,0% 50.0°/a 50.0% 50.6% 50,0% :�0,0°/0 50.0% .:5Q.0°/a Maximum Green (s) 25.5 25.5 25.5 25,5 25.5 25.5 25.5 25.5 Yellow Time (s) 3.5 3.5 ` 3.5 ` 3.5 3.5 3.5 ' 3.5 3.5 Afl-Red Time (s) 1,0 �.0 1.6 1.0 1,0 1.0 1.0 1.4 Lost Time Adjust (s) 0,0 0.0 O.Q 0.0 0.0 4A 0.0 0.0 Total Lost Time (sJ �.5 A.5 �.5 4.5 4.5 4,5 4.5 4.5 L.eadlL.ag Lead-Lag Optimize? Vehicle Extension �s) 3.0 ` 3.0 3.Q `' 3.0 3.0 .` 3.0 ` 3.0 3.Q f�ecall Mode None None None None Min Min Min iNin Walk Time (s) '`5,0 5.0 5.0 :: : 5.0 5.0 5,0 5.0 5.0 Flash Dant Walk (sj 11.0 11.0 11,4 11.0 11,0 11,4 �1.0 11.6 Pedestrian Calls (#Ihr) 0 0 Q 0 0 0 ' 0 0 Act Effct Green (s) 6,7 6.7 6,8 6.8 18,5 18,5 �8.5 18.5 Actuated g1C Ratio ':0,24 ` 0,24 0.24 0,24 `.0.66 0.66 0.66 0,66 vlc Ratio 0.02 0.05 Q.14 0,15 0.00 0.17 0,03 0,19 Control De]ay 7,8 6.2 9.1 5.3 5.0 5A 5.4 5.3 Queue Delay 0,0 0.0 0,0 0.0 �,0 0,0 0.0 0.6 Total,Delay 7,8 6.2 9.1 5.3 ` 5,0 ' S,0 5.4 `5.3 LOS A A A A A A A A Approach qelay _ 6.6 7.1 5,0 5.3 Agproach LOS A A A A Area Type; C�p Cyc1e Length: 6a _ Actuated Cycle Lengfh: 28 Nafural Cycle: 45 ` Control Type: Acfuated-Uncoordinafed. Maximum vlc Ratio 4,19,Y� `�.' Intersection Signal D�f�y 5 6 ,,.� Intersection Capacity Utilrzat�gn 38.1°/a Analysis Period (min) 15 "'"`��%�"' and Phases 3: OSCEOLA & CLEVELAND _ Inter�ctic�n LOS: A� ` ICU Level of'5��'��ii�e A� -w',�4 �---� s aB OSGEOLA AVE 1 CLEVELAND EXISTING PM PEAK 5/312013 Baseline Synchro 8 Report RP Page 2 Lanes, Volumes, Timings 3: OSCEOL.A & CLEVELAND � � � 5I812013 �' � � � � �` � � ,� Lane Configurations '� '� � '� '� "� � "� __ _ Volume (Vph) `6 11 21 31 25 ` 22 3,' 50 ` 8, '28 144 1� Ideal Flow (vph�l) 1900 19a� 1900 1900 1900 1900 1900 1900 1940 1900 1900 1900 _ _ _ Lane Util:`Factor 1:00 1:00 1. 00 ..::1.OQ 1.b0 1.00 'r 1.04 1.00' r1,00 1.Oa 1;00 1:0� Ped Bike Factor 0.87 0.86 0.81 0.93 0.96 0.99 0,93 0,99 �rt 0,906 0.930 ` ' 0,979 0.986 Flt Protected 0,950 0.950 0.95D 0.954 _ Satd. Flow (prot) ' 1394 1145 ' 0 1593 '�444 ` 0 1593 ' �618 0:1593 �6�3 � Flt Permitte� 0,952 0,952 0.639 0,791 Satd. Flow (perm) 1212 ` 1945 ' 0 1285 �444 0'' 1029 ` 4618 0 1105 1643 ' 0 Right Turn on Red Yes Yes Yes Yes , 5atd. Flow (RTQR} ` ; 22 _ 26 ` 10 7 0 Link Speed (mph) 30 30 30 30 Link`Distance (ft) 516 ' 624 ` 386 472 Travel Time (s) 1�.7 14.2 8,8 10,7 Confl.'Peds. (#Ihr) 76 �09 109 76 : 27 43 43 , 27 Peak Nour F'actor 0.84 0,84 0.94 0.84 0,84 0.84 0.84 D.84 0,84 0.84 0,84 0.84 Parkir�g (#Ihr) 5 5 5 Adj, Flow (vph) 7 13 22 37 30 26 4 60 10 33 �79 17 _ Shared l.ane Tra�c (°/a} . Lane Group Flow (vph) 7 35 0 37 56 0 4 74 0 33 188 0 Ent�r Blocked Intersection Na '::No No ``` No ` No ' No ` No ' No No `No No ` No L.ane Alignment Left Leff Right Left Left Right L�ft Left Righ# Left L.eft Right Med�an Width(ft) :. ` 12 : 12 12 �2 f.ink Offset(ff} 0 0 Q 0 _ __ _ _ Crosswalk Width(ft) 16 16 ' 16 � 6 Two way Left Turn Lane Headway Factor :: 1;35 1.35 - 1.14 ` 1.14 9,14 1.�4 1,14-- 1.14 1.14 1.14 1.1� 1.14 7u�ning Speed �mph) 15 9 35 9 15 9 15 9 Number nf Detectors 1 2 1 2 1- 2 1 2 Detector Template l.eft Thru Left Thru Left Thru Left Thru _ �.eading Qeiecfor (ft) 20 100 20 100 20 - 10Q 20 `` 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Defeclqr 1�ositian(ft) ' 0 0 0 0' 0' 0 0 ` 0 Detector � Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type '` CI+Ex CI+Ex Cl+�x CI+Ex CI}Ex Cl��x CI+Ex Cl+Ex ` Detector 1 Channel _ Defector.� Extentl (s) 0.0 0.0 0,0 0.0 0,0 0,0 0,0 -0,0 Defector 1 Queue (s) 0,0 0.0 0,0 0.0 0.0 0,0 0,0 0.0 C�etector � Delay (s} 0.0 0.0 0,0 0.0 Q.0 `0.0 0,0 0,0 Detector 2 Pasition(ft) 94 94 94 94 Detector 2 Size(ft) 6 , 6 ` 6 6 Dekector 2 Type CI+Ex CI�Ex CI+Ex CI+Ex _ _ Detector 2 Chanr�el Detector 2 Extend (s) 0.6 0,0 OA 0.0 Turn Type Perm NA Perm NA ` Perm NA Parm NA Protectetl Phases 4 8 2 6 Permitted phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 QSCEOLA AV� 1 CLEVELAND EXISTING SATURdAY MID-DAY 513I2013 Basefine Synci�ro 8 Report RP Page 1 Lanes, Volumes, Timings 3: OSCEOLA & CLEVELAND �ralzo�s ~'� -� .,,� #'' �-- �.,- � � �"" � ,� � Switch Phase Minimum Iniiial (s) 4A 4.0 4.0 4,0 4.D 4.0 4.0 4.0 Minimu�n Spl�f `(s) 20.5 :20.5 20,5 ' 20.5 ' 20.5 2Q 5: 20.5 20,5 Total Split (s} 30.� 30.0 30.0 34,0 30.0 30.0 30.0 30.0 Total Split (°/oJ 50,0% 50:0% 5�,0°/0 50.0% ' 54.oQ�a �o:a�� ::: �o.o�/a 56.0% Maximum Green (s} 2b.5 25.5 25.5 25.5 25.5 25,5 25,5 25.5 1`el[ow Time (s) ' ' 3.5 3.5 3.5 3.5 3,5 ,' 3.5 3.5 3,5 All-�ted 7ime (s} 1,0 1,0 1.0 1.0 9,0 1,0 1.0 1,0 Lost Time Adjust`{s) 0,0 0.0 ' �A `` OA 0.0 ` 0.0 :0.0 0.0 Total Lost Time (s) 4.5 4,5 4,5 4,5 4,5 4.5 4.5 4.5 Leadll;ag Lead-Lag Optimize? Vehicle Extensior� {s) ' 3.0 3.0 ' 3.0 '` 3.0 ` 3.0 3.Q -3.0 3,0 Recall Mode None None None None Min Min Min Min __ _ _ Walk 1'ime (s) 5,0 5.0 5.0 5.0 5.0 ' 5A 6.0 ` 5.0 Flash Dont Walk (s) 11,0 11A 11,0 11.0 11.0 11,0 11.0 11.0 Redesfrian Ca11s (#Ihr) 0 ` 0 6 0: 0: 0 0 D Act Effct Green (s) 6.6 6,fi 6.6 6,6 17.6 17.6 17.6 17,6 Acfuafed gIC Ratia :0.24 0.2� 0.24 ' 0.24 0.65 ` 0,65 0.85 ``0:65 vlc Ralio 0,02 0.12 0.12 0.15 0,01 0,07 0.05 0.18 Control Delay - 7.3 5,8 ' 8.5 fi.1 5.3 �,7 5.4 ' S.2 ` Queue pelay D.0 4.0 4.0 0.0 0,0 0,0 0.0 0.0 Total Delay 7,3 5.8 8.5 6.1 5,3 ' 4.7 .5.4 5.2 LOS A A A A A A A A Approach Delay 6.0 7.1 ' 4.7 5.2 Approach �dS A A A A � �� •:�: n � . . .. . --n �. „ w � �,..t�S�d = �, � �. � , , . �.�. Area 7y�e: CBD Cycle Length: 60 ` Actuated Cycle Length: 27.1 t�atural Gycle, 45 Control Type: Acivated-Uncaordinated Maximum vlc �tatio; U,98r �°`�� Intersection S9gnal D�lay �5�6 �--� Intersecfson kOS� Intersection Capaciiy UtEl�za�ion 32.5� ICU l.evel of �ervice A- `` ' Analysis period (min)15 �� OSCEOLA AVE 1 CLEVELAiVD �XISTING SATUR�AY MID-DAY 5/312013 Baseline Synchro 8 Reporf RP Page 2 Lanes, Volumes, Timings 3: OSCEOLA & DREW 51312013 � � � � � � � � � � � � . . „ � , �� -��,�r.: � . ; F�� 1�,�`� � - � � �B , � :��T=�"`��V �'"��J _ �� : �' ;� ��. �'�,�� . � �7':;r _ . �., �. .. ,.. _ ., _ _�,�.. � �ane Configurations � �' �' �' � Volume (vph) 0 ' 10 ` 7 154 '> � 3 2Q '` 5 22 123 ' 22' ' 39 4 Ideal Flow (vphpl} 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 �900 1900 Lane Ufil.`Factor '` �,00 1A0 �:00 1.Oo -1.00 1.00 1,00 ' 1;00 ` 1.�0 1;00 1:00 1:00 Ped Bike Factor 0,98 0,97 0.96 D.97 6.99 _ Frt 6.943 0.850 0,890 ' 0,993 �It Profected 0.956 0,998 0.983 5atd, Ffow (prot) 0 1549 0 `` 0 1603 1425 ` 0 1445 0 0 1G29 0 Flt Permitfed 4,729 0.983 0.819 Satd. Flow (perm) 0 15�9 0 4' 119� � 371 0 1420 0 0 `1351 0 Right Turn on Red Yes Yes Yes Yes ,. , Satd, Flow (RTOR) 8'` 3fi 138 � Link Speed (mph) 30 30 30 30 Lir�k Distance (ff) ' 7$7 993 483 5Q7 Travel Time (s) 17.9 22,6 � 1.0 11.5 Canfl. Peds, (#!hr) 93 20 20 13 48 12 12 48 Peak Hour Factor 0.89 0.89 0,89 0,89 0.89 0,89 0.89 0,89 0.89 6.89 0.89 0.89 _ . :. Adj, Flaw (vph) 0 11 8 973 '�5 22 6 25 138 25 44 _ 4 Shared Lane Traffic (°/o) Lane Group FEow (vph) 0 19 0 0 _ 188 22 0 169 0 Q 73 0 Enler �locked Intersection No Na No No No No No �!o No No No No �ane Alignment �eft Left ` Right Left Left Right l.eff Le#t Right Left Left Right Median Width(ft) Q 0 0 � Link Offset(ft) 4 � � � Crosswalk Width(ff} 16 16 16 16 Two way Left Turn �.ane Headway Factor 1.14 1.14 1.14 1,14 1,14 1.14 1.14 1.14 1.14 1.14 1,14 1,14 Turning Speed (mph) 15 9 15 9 �5 `` 9 15 9 Turn Type Perm NA Perm NA Perm Perm NA f'erm NA Pratecfed Phases ; 4 8 2 g Permitfetl Phases 4 8 8 2 6 Detector Phase 4 4 8 8 8` 2 2 ' fi 6 ' Switch Phase Minimum initia{ (s) 4.4 4.0 4.0 4.0 `4A 4.0 4A 4.0 4.0 Minimum Split (s) 20.5 20,5 20,5 20.5 20.5 20.5 20.5 20.5 20.5 Total S�lit (s) 24.5 24.5 24.5 24.5 24.5 20.5 20.5 26.5 20.5 Total Split (%) 54.4% 54.4% 5�},�€% 54,4% 54.4% 45.6% 45.6% 45.6% 45,6°/0 Maximum Green (s} 20.0 20A 20.0 20.0 20.0 16,0 16,0 16,0 16.0 Ye€law Time (s) 3,5 3,5 3.5 3.5 3,5 3,5 3,5 3,5 3.5 A11-Red Time {s) ` 1.0 �.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 l.ast 7ime Adjust (s) 0.0 Q.0 OA 0.0 0,0 Tolal Lost Time �s) 4,5 �.5 4.5 4.5 4,5 LeadlLag Lead-l.ag Optimize? Vehicle Extension (s) 3.6 3.0 3,0 3.0 3.0 3.0 3,0 3,0 3.0 Recall Mode None None None None Nane None 3Vane None None Walk Time (sJ 5.0 5,0 5.0 5.6 5.0 5,0 5.0 5.0 5,0 FlashDontWalk(s) 11,0 11.0 �1.0 11A 11,0 11.0 91.0 �1.0 �1A ; Pedestrian Calls (#Ihr) 0 D 0 Q 0 0 0 0 0 Baseline �� ' �� rJ�` Synchro 8 Report c.9 � c.�� r s� C� f�'t?:Gv � M Pl..��< Page 1 �.anes, Volumes, Timings 3: OSCEOLA & DREW 5�3�20�3 � � � � � � � � !� � t � Act Effct Gr�en (s) :` ; !11.2 10.2 10.2 9.7' 7.8 Actuated g!C �atio 0,50 0.45 0,�5 0.43 0,35 vIc Ratio 0,02 0.35 0.03 0 25 0,15 Gontrol Delay 4.5 7.7 2.0 4,1 8.2 Queue �elay 0.0 0.0 OA 0.4 0,0 Total Delay 4,5 7.7 2.0 4.1 8,2 LOS A A A A. A Approach Delay �.5 7,1 4.1 8.2 Approach LOS ; A A A A � �,�-�� ,.w � �> � � � �� - , 5 �=-:�� ; � ,�� -�:. � ��=x� � ; nt� sect�.�..�.��m. --�.:�;,,.�.;�!�.,.,� -�;c.�:��,,�;:�:.-�� - . �:� ,'�.�..�`�.'�',`-��'.,��;��'�� "��:�"-��,..��' ;� �.r. .�.;�'�-:;�:�. �.N�� . �'�.., r �� .�s � � Area Type; CBD Cycle Length: 45 Actuated Cycle l.ength: 22.5 - Naturaf Cycle: 45 Can[roI Type: Actuated-Uncoordinated Maximum vlc Ratio 0�35- � . Intersection Si nal D�la ; Int�rsectEO� LOS A` ' 9p y ��`�� 4_� Intersection Ca acit lJliliz t� n-3 ,7°/o fCU L.evel of Servic� 1� Analysis Period (min)15 and Phases: 3: OSC�OLA & DREW fl� #;.� � '`` °0� , �� Baseline Synchro 8 Report Page 2 Lan�s, Valumes, Timings 3: OSCEOLA & DREW 5/312013 '"� -�'`' �"i► � � �`` � � � �'�"' � "'� ��r�, �"��.� ,.::��W;_ :�L�I��!��"� � t!��T �� .��8 �� _ � �� . �.� • �� . _ _ � _ �_ Lane Configurations � c�' � �'.. � Volume (Vph) 2 19 7 153 17 'r 42 8' 93' 35 22 28 7 Ideal �low (vphpl) 1900 1900 1900 1900 1900 1900 190a 1900 1900 1900 19�0 1900 Lane Util. Faclor `' 1;00 1:00 1A0 1,00 '1,00 1AQ 1,00 ` 1.00 : �:00; �.00 1.00 �:00. Ped Bike Factor 0.98 0.96 0,94 0.95 4,97 _ �rf ` 0.965 ` ` 0,850 0,916 0.983 ; Flt Protected 0,997 0.957 0.993 0.981 Safd, Flow (prot) 0 1588 0 0 3604 ` 1425 0 �480 >;' 0 0 1586 Q Flt Permitted 0.958 Sald. Flow Ep�rm) 0 �523 0' 0 16�7 1338 0 1465 � 0 1601 Q Rjght Turn an Red Yes Yes Yes Yes Sakd, Flow (R�'OR) 8 47 39 : 8 r Link Speed (mph) 30 34 36 30 Link Disfance (ft) 787 993 4$3 _ 'S07 Travel Time (s) 17,9 22.6 11.0 11,5 Confl. Peds. (#Ihr) 30 29 29 30 94 20 20 94 Peak Hour Factor 0.89 0.89 0,89 0.89 0,89 0.89 0,89 0.89 0.89 0.89 0,89 0,89 Adj. Flow (vph) 2 : 21 : 8 172 ` 19 47 9. :. 15 39 25 31 8 Shared Lane Traffic (%) ,. . Lane Group Flow 4vph) '0 31 ' 0 0 19� 47 0 63 0 0 64 0 �nter Blocked Intersection No No No No No iVo No No iVo No No No Lane Alignment Ceft Left Right l.eft ` Left `Right Left Left Right L�ft Ceft Right Median Width(ft) 0 D 0 0 Link Offset(ft) ';Q ` 0 p � Crosswalk Width(ft) 16 16 �6 16 7wo way Leit Turn Lane Headway Factor 1,14 1.14 1.14 1.14 1.14 1.14 1.1� 1,94 1.14 1,14 1.1� �,14 Turning..Sp.eed (mph} 15 9 ':.15 _' 9 45 9 15 9 7urn Type Perm NA Perr� NA Perm Perm NA Perm NA Rrntected Phases 4 8 2 ` 6 Permitted Phases 4 8 8 2 6 ,:, Dekector Phase 4 4 8 8 8 ' 2, Z' � 6 Switch Phase Minimum Initial (s) 4.0 4.0 ` 4.0 4,0 4,0 4A 4A 4.0 4.a Minimum Sp[it {s) 20,5 20,5 20,5 20,5 20.5 20.5 20.5 20.5 20.5 Total Split (s) 24.5 24,5 24.5 24.5 24.5 20,5 20.5 20.5 20.5 Total Split (°/o) 54,A% 54.4% 54.4% 54.4% 54.4% 45.6% 45,8% 45,6°/a 45.6% Maximum Gr�en {s) 20.0 20.� 2�,0 20.0 20.0 16.0 16.6 16.0 16,0 Yellow Time (s) 3.5 3.5 3,5 3,5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1,0 9.0 1,0 1.0 1,0 1,4 �A Lost Time Adjust (s) 0.0 0.0 0,0 0,0 O.Q Tataf Last Time (s) �,5 4.5 .:.:�.5 4.5 4.5 LeadlLag Lead-Lag Opiimize? Vehicle �xtension (s) 3A 3.0 3.Q 3,0 3.0 3A 3.0 3.0 3.0 Recall Moda None None Non� Nane None iVone None None None Walk Time (s} 5.0 5,0 5,0 5.0 5A 5.0 5,0 5,0 6.0 Flash pont Wal[c (s) 11.0 `` 19 ,0 11.0 � 1,0 11.0 11:0 11.4 ` 11.0 11.0 ' Pedeslrian Galls (#Ihr) 0 0 0 0 0 0 a a 0 05CEOLAI DREW EXISTING SATURDAY MID-DAY 513120�3 BaseEine Synchro 8 Report RP Page � Lanes, Volumes, Timings 3: OSCEOLA & DREW 513I2013 � � � � � � � � � � � � Act Effct Green (s} 8.6 ' 9.8 9.8 l.4 : 7.5 Actuated gIC Ratia a.43 0.49 0,49 0,37 0,37 vlc Ratiq 4A5 0.24 OA7 ' 0.11' :.0.91 Control Delay 4.0 5.0 2,4 5.2 6.9 Queue Delay 0.4 6.0 ; QA ' 0,0 0,0 7otal Delay �.0 5.0 2,4 5,2 6,9 L05 A A A A `A Approach Delay 4,0 4,5 5.2 6.9 Approach LOS : A ` A, A' ' A - � ... � � .0 : �8 �h��qlT►Ji1�X .�`�� __ � :; �`�:., � �� . ��, �,� �� Y �.� �.�:,�� Area Type. ` CBD _ Cycle Length: 45 Actuated Cycle Length: 20,2 _ iVatural Cycle; 45 Control Type: Actuat�d-Uncoordinafed ` Maximum vlc Ratio 0 24 . � ,._ Intersection S€gnal �ela�i .5.�Q� - ��-, � Intersecti�r�LOS A�,;� � � � � Intersection Capaciiy Utiliz�t�Ql� 402% ICU LGVeI of Serv��e A Analysis Period (min)15 �� . �fw � . .. � � OSCEOLA I DREW EXISTI�lG SATURDAY MID-DAY 513l2013 Baselin� Synchro 8 Repart RP Page 2 URBAN STR��T WORKSHEET#1 Page 1 af 1 URBAN STREET WORKSHEET #1 Genera[ [nformation Sife Information nalysf RP Urban Street FT HARRISON g�ncylCo. GCC Direction of Travel North-bound Date Performed 5/3/2013 Jurisdiction CL.WTR Time Period PM PEAK Analysis Year 20?3 EXISi1NG Pro'ect Descri tian. Input Parameters nalysis Period(h) �" = 0,25 Segments i 2 3 4 5 6 7 8 Cycle length, C(s} 140.0 60.0 60.0 60.0 �ff. reen to c cle ratio /C 0.700 0.760 0.820 0.650 0 0 0 0 vlc ratio for iane rou , X 0.430 0.490 0,380 0,390 0 0 0 0 Ca of lane rou , c �ehlh 1167 1219 1238 1064 0 0 0 0 f�ct Veh on Grn., PVG rri�al t e, AT 4 4 4 4 Unit �xtension, UE (sec) 0.0 0.0 0.0 0.0 Len th of se ment, L mi 0.10 0. 9 9 0.1 ? 0. 97 initial queue, Qb (veh) 0 0 0 0 Urban streat class, SC 3 3 3 3 Free-flow s eed, FSS (milh 30 30 30 30 Runnin time TR s 95.5 76.7 76.7 23.5 Other dela , s 0.0 0.0 0.0 0.0 Dela Com utation Uniform delay, d� (s) 9.0 2.5 1.4 4.9 5.4 5.4 5.4 5.4 Incremental delay adj, k 0.50 0.50 0.50 0.50 0.50 0.50 0.5D 0.50 Upstream filter[n ad' factor, I 9.000 0.886 0.997 0.949 Incremental delay, d2 (s) 1.2 0.9 0.7 9.0 4.1 3.4 3.4 3.4 Eniiial queue delay, d3 (s) 0 0 0 0 Progression adj factor, PF 0,256 O,a00 0.000 0.439 0.256 0.256 0.256 0.256 Contro! d�la , d s 3.5 0.9 0.7 3.2 Se ment LOS Determination TraveE kime, ST (s) 99.0 17.6 97.5 26.7 Tra�e� s eed, SA milh 99, 0 22.4 22.6 22.9 Se ment LOS C C C C Urban Street LOS Determination Total travel time {s) 80.8 Total length (mi) ,=,A.49 Total tra�el speed, SA (milh) 29,8 Tntal urban street LOS C Copyright O 2007 University of Florida, All Rights Reseroed NCS+TM Versioi� 5.3 Generatetl: 5I6l2013 i 1:00 AM file;///C;/Users/rpergaIizzi/AppDatalLocal/Temp/a21cBFA4,tu�p 5/6/2013 URBAN STREET WORKSI-IEET#1 1'agc 1 of 1 URBAN STREET WORKSHEET #1 General fnformation Site fnformation nalyst RP tJrban Stre�t FT HARRlSON gencylCo. GCC birection of 7ravef South-bound Date Perf�rmed 5/6/2493 Jurisdiction CLWTR Time Period PM PEAK Analysis Year 2093 EXISTlNG Pro'eck Descri tion: Input Parameters nalysis period{h} 7= 0.25 Segments 1 2 3 �} 5 6 7 8 Cycle length, C(s) 60.0 60.0 140.0 140.0 �ff. reen to c cle ratia lC 0.820 Q. 760 0.6Q0 0.530 0 0 0 0 vlc ratio for lane rou , X 0.260 0.390 0.�450 0.370 0 0 0 0 Ca of lane rou , c �ehlh 9270 1208 944 885 0 0 0 0 I'ct Veh on Grn., PVG rri�al t e, AT 4 4 4 4 Unit extensian, UE sec 0.0 0.0 0.0 0.0 Len th of se ment, L mi 0.17 0. 9 9 0. 91 0. 90 Initial queue, Qb (veh) 0 Q 0 0 Urban street class, SC 3 3 3 3 Free-flow s eed, FSS mi/h 30 30 30 30 Runnin time TR s 23.5 16. i 7fi. 7 95.5 Okher dela , s 0.0 0.0 D.0 0.0 Deta Com �atation Uniform delay, d� (s} 9.2 2.3 95.3 19.2 5.4 5.4 5.4 5.4 Incrementa! delay adj, k 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Upskrea�n filterin ad' factor, I 9.000 0. i69 �.769 0.769 Incremental delay, d2 (s} 0.5 0.5 9.2 0.9 4. 9 3.4 3.4 3.4 Inifial queue delay, d3 (s) 0 0 0 0 Pragression adj facior, PF 0.000 0.000 0.576 0,7?8 0,256 0.256 0.256 0,256 Control dela , d(s) 0.5 0.5 10.0 94.7 Se ment LOS Defierminatian T'ra�el time, ST (s) 24.0 97.3 26.8 30.2 Travel s eed, SA milh 25.5 22.9 9�.8 9 7.9 Se ment LOS B C D E Urban Street LQS Determination Total #ra�el time (s) 98.2 Total length (mi) 0.�49 Total travel spe�d, SA (milh) 98.0 Total urban street LOS D Copyright �O 2007 Universiiy of Florida, All Rights-k�e erved NCS+T� Versio�i 5.3 Genera4ed: 5/612013 11:02 ANi file:///C:/Userslrpergolizzi/Ap�Data/Local/Temp/a2k505E.tmp 5/6/2013 URBAN STItEET WORKSI-IEET#1 Page 1 of 1 URBAN STREET WORKSHEET #1 General In#ormation Site informat�on nalyst RP Urban Sfreet �'i HARRlSON gencylCo. GCC Direction of Travel North-bound Date PerFarmed 5/6/2093 Jurisdiction CLWTR Time Period SATURDAY M!D-DAY PEAK Analysis Year 2093 EXISTlNG Pro�ect Descri tion: Input Parameters nalysis Period(h) T= 0.25 Segments 1 2 3 4 5 6 7 8 Cycle fength, C{s) 940.0 60.0 60.0 �D.O Eff. reen to c cle ratio IC 0. 610 0, 820 0. 770 0. 650 0 0 0 0 vlc ratio far lane rou , X 0.360 0.290 0.300 0.310 0 0 0 0 Ca of iane rou , c �ehlh 9024 1264 1238 1045 0 0 0 0 Pct Veh on Grn., PVG rrival t pe, AT 4 4 4 4 Unit extension, UE (sec) 0.0 0.0 0.0 0.0 Ler� thofse ment, L rrii 0.10 0.11 0.79 0.97 Initial queue, Q� {veh) 0 0 0 0 Urban skreet class, SC 3 3 3 3 Free-flow s eed, FSS milh 30 30 34 30 Runnir� time TR s 15.5 16.7 16.7 23.5 Other dela ,(s) 0.0 0.0 Q 0 0.0 Dela Com utation Uniform deEay, di (s} 13.6 9.3 2.9 4.6 5.4 5,4 5,4 5.4 Incremental d�[ay adj, k 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 U stream filterin ad' factar, I 1.000 0.991 0.967 0,964 Incremental defay, d2 (s} 1.0 0.5 0.6 0.7 4.2 3.4 3,4 3.4 Initial queue delay, d3 (s) 0 0 0 0 Progressian adj factar, PF 0.551 0.000 O.D00 0.438 0.256 0.256 0.256 0.256 Control dela , d(s) 8.5 0.5 0. & 2. S Se ment LOS Determination 7ravel time, ST (s) 24.0 97.3 97.3 26.3 Travel s eed, SA milh 15.0 22.9 22.8 23.3 Se ment LOS D C C C Urban Street LOS Determination Total travel time (s) 84.9 Total length (mi} 0.49 Tofal tra�e[ speed, SA (milh) 20.8 Tofal urban street LOS C Copvriaht O 2007 Universitv of Fiorida. Ail Riphts rved H!`.4+TM vAr�� , s Genereted: 5IS12013 1 i:05 AM file;///C;IUsei•s/rpergolizzi/AI�pD�t�/LocaI/Te�np/a2kCC51.tz��p 5/6/2013 URBAN STR�ET WORKSH��T#1 Page 1 of 1 URBAN STR�ET WORKSHEET #1 Generaf lr�formation Site Information �alyst RP Urban Street FiHARRlSON gencylCo. GCC Direction of Tra�el South-bound Date Performed 5/6/2093 Jurisdiction CLWTR Time Period SATURDAY MID-DAY PEAK Analysis Year 2013 EXISTIlVG Pro'ect Descri tion: Input Parameters nalysis Period(h) T= 0.25 Segrr�ents 1 2 3 4 5 6 7 8 Cycle lengkh, C(s) 60.0 60,0 14�.Q 140.Q Eff. reen to c cle ratio IC 0.770 0.820 Q500 0.640 0 0 0 0 vlc ratio for lane rou , X 0.390 0.320 0.520 0.220 0 0 0 0 Ca of lane rou , c vehlh 9230 1253 i74 90ii 0 0 Q 0 Pct Veh on Grn., PVG rri�al t e, AT 4 4 4 4 Unif ex#ension, U� sec} 0.0 0.0 0,0 0.0 Len th of se ment, L mi 0.17 0.11 0.11 0.90 Initial qu�ue, Qb (v�h) 0 0 0 0 Urban stre�t class, SC 3 3 3 3 �'ree-flow s eed, F'SS (milh) 30 30 30 30 Runnin time TR s 23.5 96.7 96.7 95.5 Oth�r dela , s 0.0 0.0 0.0 0.0 Dela Com �tation Uniform delay, d� (s) 2.3 1.3 23.6 90.6 5.4 5.4 5.4 5.4 lncremental delay adj, k 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.5D Upstream fi{terin ad� factor, I 1.000 0.769 0.769 0.769 ]ncreme�tal delay, d2 (s) 0.9 0.5 1.9 0.4 4.3 3.4 3.4 3.4 lnitial queue delay, d3 (s) 0 0 0 0 Progression adj factor, PF 0.000 0.000 0.767 0.469 0.256 0.256 0.256 D.256 Control dela , d s 0.9 0.5 20.1 5.3 Se ment LOS Determination Travel time, ST (s) 24,4 97,3 36.8 20.8 Tra�el s eed, SA milh 25.9 22.9 90.8 17.3 Se mer�t L4S B C E D Urban Street LOS Determination Total travel tim� (s) 99.3 Total length (�rti) ,��Q.49 Total travel speed, SA (milh} 17.8 Total urban street L.05 D Copyright O 2007 Uni�ersity of Florida, All Rig ts�R served /-rC�+TM Version 5.3 Generated: 5l612013 11:06 AM file:1//C;/Useislrpergolizzi/AppData/Loca1/�'��I�p1a2kA5FC.ii�lp 5/6/2013 Generalized Peak Fioul' Tvuo-llilay Volumes for Flaric�a's TABL� 4 Urbanized Areas� STA'I� S�GNALIZEI) �iRT�RIALS CIass �(40 rapl� or 1�igE�er posted speed limit) Lanes Mediazz B C D E 2 Undivided �� 1,SI0 1,600 *�` � Dzvided * 3,420 3,5$0 *�' 6 Divided y` 5,250 5,390 ** 8 Divided * 7,fl90 7,2I0 ** Cl�ss II(35 mph ar slower posted s��eed limit) Lanes Median B C D I: 2 Undivided �' 660 1330 1,�10 �3 Divided � 1 310 2 920 3 046 � �� 6 Divided * 2,09Q 4,504 4,590 8 Divided �� 2,880 6,060 6,130 c1 p %a � 4a,L1 ------ --... ----- -1' �i `3 ea i 2, o � '�:a f�o �L�� 7t�«.� ��}0 ��p i o�i-State Sigualized Roa way Ad,�ustznents � (A4ter'correspondingstatevo4wnes Uy tl�e indicated percant.) � Non-State Sign2lized Roadways 10�/6 Median & Tur�x Lai�e Adjustments ]axclusivc Lxclusive Adjushnes�t T.anes Median Lef� Lattes RighC Lanes Factors 2 Divided Yes No -�-5°/� 2 Uczdivided No No -24°/a Multi Undivided Yes No 5% Mutti U�divided No �n �5%] - - --- �Ycs � + 5% '�..:_ l�✓ �L [,�r t.f c., a, tic2-.''�i I'� Cv Z7 One-Way Tacil'rty Adj�stment Multiply the corresponding two-directianll volmnes iu tlus table Uy 0.6 l3ICYCL� MODEZ (A�ulti�ly motorized vefiicle voluines shown Uelpw by nuinber of directional roadway laues to desennine 4wo-way mnaxi}nwn seivice voluuGes.) Paved Shoulder/Bicycle L�ne Caverage 13 C D E 0-�}9% * 2f0 680 1,770 50-84% i90 GOQ 1,770 �1,770 85-lOD% 830 1,770 >1,770 �`y` PEDL,S�I RIAN MOv7!,z (Ivlultipty motorizcd vehicle volmnes show�i below by number of directiooAl road�vay lanes to dete�miFie hvo-way uia�cimuin sa�vicc voluincs.) Sidewalk Coverage 13 C D � a-4��ro �° � 2so sso sa-g��io � l�so �ga i,4zo 85-100% 340 960 i,5G0 >1,770 BUS MODE {Sclzec�iiled l+ixed Ro�ie)3 (Buses in peak how' in peak direetion} Sidewallc Co�ez�age I3 C D E 0-8�}°/n � 5 ? � ? 3 ? 2 85-�00% > 4 > 3 > 2 > I Lat�es 4 6 8 10 12 FI2��WAY� B C B 4,12Q 5,540 6,760 b,130 8,370 10,060 8,230 11,1Q� 13,390 10,330 14,OA6 1b,840 14,450 18,880 22,030 I'i•eeway Acljusttnents Auxi[iary Lar�es Ramp Present in I3oth Directions Metering -I- 1,800 + 5% z � 7,190 11,100 15,O10 18,930 22,860 Ul\TZNTER�tiTPT�D FLOW H�G73WAYS L,an�s MecEian B C D E 2 Undivided 770 1,530 2,170 2,990 4 Divided 3,30� 4,660 5,900 6,530 G Divided 4,950 6,990 8,840 9,790 Uninterrupted FIaw Tiigi��ay Ad,��stmenfs La��es l�fedian �xclusive left lanes Adjustmeut factors 2 Divided Yes +5% Multi Undivided Yes -5% Iblalti Undividcd No -25% � ��Of ti7010IIZ� VC. � Buscs perhour! ' flow. * Caimot be �cl *� Not applicaU valumes gre�fei` bee[ixeacLed; I'i ncliievablebeca value defanits. : ction design, wherc iciare refined leehiilques exist. Cnlculatia��s ai�a � applicptions of tS�e H�gl�wtiy Capacity Mnnual a�d ihe.Tra�sii 14;y pf Saryicc tvlaauaS - £ol' Ihe6icycle aud pedesMan �tiodes mthis�feble is 6ased onncim6er �_ cles,iiotnuin6erofbicycl�sfsor��edeslriansusingthefaciSity. <. ,',. o�m nre o�ily for tl�c peflk ]nui ui tliesingk diiecdoe�oftLe lvgl�er tr-i�'ic :vc[3 tusing tflbfe i��ut valuc dcfaztlls. for tlixt level of scivice iettcr grade. Ror,thc automohile nkode _: �ao [evcl af service D becoinc I' bccat�se iiitcrscat�on capacittes l�a�e tlic bicycle mode, Fl�e levcl af service leiter g�de (xno_ludvsg 1') is nat.�' etlie`zeisnoinnziini�mvehiclevoiuiiietlu�slioldu$iiigtahleinpuE : ` nt nfTrencnnrtatinn -- ,.. , . . 2012 �DOT QUALkTY/E.�V�I. aF SERVIC� I-IANDE300K T/�BLES Generalized pea�c Houi D�C�C�io11�� Valumes for Florida`s � TA�LE 7 Urbar�ized Areas� STATE ��GNALZZED ART�R�ALS Class T(40 �nph or higl�er posted speec3 limit) L.anes Median B C D E 1 Uudivided �` 830 880 *a� 2 Dividcd * 1,910 2,000 ** 3 Di�ided * 2,940 3,b20 �`� 4 Divided * 3,970 4,040 �� C1�SS I� (35 mph or slower posCed speed limit) L.aties Median B C D E 1 Undivided a� 37Q 750 800 2 D�v�d�a �� 3a ,�� z,7aa 3 Divided '* 1� I70 . 2 526 2,564 4 Divided * r1,6�1�0� 3 390 3,420 ��,u�� '.�f�ar�..wc.�{ i�o�i �02. � C� `"��"�No� State Sigualized Roadwa� Adjt stmeuts (Alter coiaespondi�g siate voluines by the indicaied perceuE.} Non-5tate Signalized ltoadways - 3 0% Medinn & Tarn Lane Atijustmeuts �xclusive Exclusive Adjusttnent Lanes Median Left Lanes Right Laues iactors 1 Divir�ed Yes No +5% z u�a��a�a �ro rro -ao�ro Multi Undivided Yes No -5% Mulii Undivicied ATo No -25% - - - Yes -F 5% -Way �acility Adjust�nent ply the correspnnd'uig directional volumes in this taUle by 1,2 B�CYCLE M011Lz (Multiply matorized vehicle volusues shown 6elow by number oF directional roadway lanes to detennine two-way maxi�num service voiumes.) Paved Shouldec•/Bicycle Lai�e Coverage ]3 C D B 0-49% * 154 390 1,000 50-84% 110 340 1,Q00 �1,006 85-i00% 470 1,000 >1,000 ** �a�n�s�rr��r Mov�cz (Nfultiply masarized veliicle volumes st�own balow by number of direcfiona] roadway lanes to detennine two-way maximu�n service �olumcs.) Sidewal3< Cove�•age B C D � 0-49% * �` 140 480 SO-84% * 80 440 800 8S-10a% 260 540 880 �1,000 BUS MODE (ScheduIed I+ixed Route); {Buses i�� peale izouG' in peak dirccfion) 5idewallc Coverage I3 C D � 0-84% > 5 ? � > 3 ? 2 85-1Q0% � 4 > 3 � 2 > 1 rrz�LwAYs Lailes B C D 2 2,260 3,b20 3,664 3 3,3G0 4,580 5,500 �} �€,500 6,480 7,320 5 5,660 7,680 9,220 5 7,904 10,320 12,0&0 Freeway Adjustrr�euts Auxiliaiy ilamp Lane Meteri�tg -�- 1,000 -� 5% � 3,940 6,Q80 8,220 I0,360 12,SOfl UNINT�RRUPT�D I'LOW HIGIIWAYS Lai�es Median B C D E 1 Uzxdivided 420 840 1,190 1,640 2 Divided 1,810 2,560 3,240 3,590 3 Divided 2,720 3,5�0 4,860 5,380 Uxzintez•r•upted Flow Hzg3�w�y Adjustmezits Lanes Median �xclusive left laiies Adjustment factors 1 Divided Yes -t-5°/a Multi Undi�ided Yes -5% Multi Undivided No -25% z Leyelpfservice far Iliebtcycle and pe 3 Huses perJwur slmtivn areon Elotv. ' ' Ca3vspt he acliieved usi��g ** Not apk�licable for tliat le voluines ��eatarthan,leve] o been reacite<1:Poi tlie bieyc] acliievable beeeuse there is i �de; tlie levelofservice letferF}ade (incluclin�;F) is not ` i3xisizu�n yelix[e valu;ne tLresHold using taUle input _ i 2012 FDOT' QU/�L[TY/LEVEL OF SERVICE HANpB�QI<TAf3LE5 APPEND�X B ultiplex Nlo�ie ihea�e� (445) Auerage Vehicle 1'rip Ends vs: Seats Or� a: Weekday, Peak Hour of Adjac�n# Street iraffic, One Hour Between 4 and 6 p.m. Number af Studies: 2 Average Number of Sea�s: 3,325 Directional Distrib�tion: 36% entering, 64% exiting Trip Generatfon p�r Seat Average RaEe Range of Rates Standard �eviation 0.08 0.05 - 0.09 * Data Plot and Equation � � c W Q � 4) U .0 N � N ❑l [� N Q II �- 4D0 -. 300 �ao Caution - Use Carefullv - Srnall Samnle Slzw . � . � y � . , . � . . � . . . . . . X I i00 ��I—'��ll�l�—�r`f��_�'�Tl . . ,� 2400 2500 260p 2700 2800 2900 3000 3100 3200 3300 3400 350D 36Q0 370� 3800 3900 400D A1pD 4200 4300 X = Number of Seats X Actual Data Po€nts Fitted Curve Equation: Not given 868 7"r-ip Generation, 9th Eclition • Institute of Transportation Engineers - - � � � - Averaqe Rate Rz � �,�** �u��plex Nlo�ie Th�a�er �445) Average Vehicle Trip Ends �s: S�ats C}n a: Safurday, Peak Ho�ar of Adjacent S#reet Traffic, One Hour be#w�en 11 a.m. and 1 p.m. Number of Studi�s: Average Number of Seats: Directional Distribution: Trip Generation per S�at 7 4,499 72% e�ntering, 28% exiting Average Rate Range af Rates Standard Deviation 0.09 0.06 - 0, � 4 0.30 Trip Generation, 9f� Edi#ion • Institute of i'ransportation �ngineers 877 Lanes, Volumes, Timings 3; 5I1512013 � � � � � � � I � � � � Lane Can#igurations �S '��`'� '� � �` Volume �vpi�J , 274 1123 151 ` 0 6 0' Q` 333 77;` 3Q 398 0 ldeal Flow (vphpl) 1900 1900 1900 �900 1900 1900 1904 �9Q0 190Q 1900 1904 9900 _ _ ___ _ Storage 1�engtf� '(ff) 50a ' a 0 : D' 0' 0 250 '::0 Storage Lanes 1 0 0 o a a 1 0 _ __ �aper Length (ft) ,: 2b 25 25 ` 25 l.ane Uti[, Facfor 1.00 0,9� 0.91 1,00 1,00 1.00 1,00 9.40 1,OQ 1.OD 1.00 1.00 Ped Bike Factor ' 0.93 D,99 ^ : 0,99 , _. Frt _ 0.9$2 0.975 Flt Protected 0,950 0.950 Satd, Flow (prof) 1593 4466 0 0 0 D 0 1614 0 1593 1676 0 Flt Permitted : 0,950 0.338 Satd. Flaw (perm) 1488 4466 0 0 0 0 0 1614 0 567 1676 0 Right Turr� on Red Yes Yes '; Yes Yes Satd, Flow (RTOR) 25 9 Lin1c Speed (mph} 30 ` 30 ` 30 30 Link Distance (ft) 650 695 328 390 __ _ 'Travel Tiroe (s) 14.8 15.8 7.5 8.9 Confl. Peds. (#Ihr) 1b 8 15 22 22 __ Peak Hour Facfor 0.96 , 0,96 0.96 0.96 0.96 . 0.96 0.9G ' 0;96 ' 0.9� 0.96 0.96 0.96 Adj, Flow (vph) 285 1170 �57 0 0 0 0 3�7 80 31 331 0 Shared Lane Traffic (°/o) : Lane Group Flow (vp1�) 285 1327 0 0 0 � 0 427 0 31 331 0 7urn Type Split NA ` '' , , NA ' pm+pt NA Prolected Phases 4 � 2 1 6 Permitted Phases 6 peieckor Phase 4 4 2 1 6 __ _ _ _ Switch Phase _ , Minimum Inifial (sJ 4,0 4.0 4.0 4,0 4.0 INinimum Split (s);, 20.5 20.5 20.5 8,Q 2Q.5 _ Total Split (s) 75.0 75.0 50.0 �5A 65.0 _ _ TOtal Spl.it �%) 53,6°/0 53,6°/0 '; 35.7°/n' 90,7% �46,4% Maximum Green (s} 70.5 70.5 45.5 11,0 60.5 Yellow Time (s) 3.5 ` 3.5 _ 3.5 3.5 3.5 All-Red Time �s) 1.0 1 A �.0 0.5 1.0 Losf Time Atljust.(s) `.; 0.0 '` 0.0 0.0 0.0 .. `O.d Tatal Lost Time (s) 4.5 4.5 4,5 4.0 4.5 _ _ l.eadll�ag tag : Lead Lead-Lag Opiimize? Yes Yes Vehicle Extension..(s). . 3 0 3.0 3,� '` 3.0 3.0 Recall Mode None None C-N�in None C-Min Walk Time (s) 5.0 ` 5.Q 5A ' S,Q Flash Dont Walk (s) 11.0 1�.0 19,0 11,0 __ _ Pedeskrian Calls (#Ihr) 0 0 0 � _ Act Effcf Green (s} 58.4 58,4 65.5 73,1 72.6 Actuafed gIC ftakio ` 0.42 4,42 ; 0.47 4.52 0;52 vlc Ratio 0,43 0,71 0.56 OA9 0,38 Controf Delay ` 29.9 34.7 33.4 2o,9 23,6 Queue pelay 0.0 0.0 0,0 0,0 6.0 FT, HARRISON 1 CH�S7NUT 517/2013 FUTURE PM PEAK WITH AQUARIUM RP LaN� �n�A e��ra�n� C��t � `�� 'l3� Synchra 8 f�eport Page 1 -�'� I � i 2T �..,_._. Lan�s, Vnlumes, Timings 3; 5�15�2a13 -�' -� � �"' "'- '�- '� �` � �* � .� Tofaf �elay 29,.9 3.4 7' 33.4 ' 201.:' 23'.6 .. LOS C C C C C Ap�roach Relay ;' 33 9 33.4 ' 23;3 Approach LOS C C C 90th °/oi[e`Green (s) 7D,1 70,1 `�48.6 8.9 60.9 90th %aile Term Code Gap Gap Coord Gap Caord 70th %ife Green (s) 63:0 ;63 0 56.4 7.6, 68,0 70th %ile Term Code Gap Gap Coard Ga� Coord __ _ _ _ . _ _ _ __ 50th %i[e Green`(s) ` 587 58.1 ' fi1.5 > ` 6,8 72,3 50th °/oi[e Term Code Gap Gap Coord Gap Coord _ _ _ _ 3bth °/oile'Green (s) 53:4 53 4 : 77;6 0;0 77,6 3ath %i!e Term Code Gap Gap Coord Skip Coord 10th %i!e Green (s) 47;0 47 0 ' 84.0 `4.0 &4A 10th %ile 7erm Code Gap Gap Coord Skip Coord �� .., . . !� - . • ��.� . � _ � Ar�a Type: CBD Cycle l.englh:140 Actuafed Cycle Lenglh:140 Offset: 0(0%), Ftefierenced to phase 2;NST and 6:SBTL; Start of Green iVatural Cycle; 55 Confrol Typ�: Ackuated-Coordir�afed Maximum vlc Ratio 0 71 �--- � � Intersection Signal Qel r 32.�7 '``� Infersecfion'sOS C� _ _ Intersection Capacity Utilizatio 63.1%! ICU Level af�ernice B Anal sis Period iYiin i 5.'' .�.:� Y t . .} FT. HARRISON 1 CHEST�UT b1712013 FUTURE PM PEAK WITH AQUAf�IUM Synchro 8 Report �P Page 2 Lanes, Volumes, Timings �; 5116I2013 � � � � � � � � � � � � .��ii3, .n 4 T�ST.�� . . . . . � .'�.i:::-.: � un , � Lane Configurations � �`�`'� '�' �S �` Uolu�e::(Vph) 233 813 ';97 '; 0 ; 0,' 0 0 335 64 22' 230 'd Ideal Flow (vphpl) 1900 9900 1900 1900 1904 1940 1900 1900 1900 1900 1900 1900 Storage Length (ft) 5D0 0 D 0 i 0'< 0; 254 0 Storage Lanes 1 0 0 0 0 0 1 0 Taper Length (ft) ' 25 25 ; 25 . 25 Lane Util. Facfor 1.00 0.91 0.91 1.00 1,00 1.00 1.00 1,00 1,00 1,00 1.00 �.00 Ped B�ke Factor ' 0.93 0.99 0.99 Frt 0,984 _ 0.978 Flt Pratecfed 0,950 `0.954 Sat�, Flow (prot) 1593 4477 0 0 0 0 0 1621 0 1593 1676 0 , FIt Permitted �,950 : 0,414 Satd. Flow (perm) ��88 4477 0 0 0 0 0 1621 0 694 1676 0 Right Turn or� Red Yes Yes ` Yes Yes Satd. Flow (RTaR) 23 7 Link S�eed (mph), 30 ` 3� 30 3Q Link Distance (ft) 650 695 328 394 ,. �'ravel 'Cime (s) ' 14 8 15,8 7.5 ' 8.9 Confl. Peds. (#!hr) 15 8 15 22 22 Peak Hour Facfor' 0,96 D.9fi �.96 ' 0.95 0.96 `: 0.9fi 0.96 ' 0,96 0.98 0.96 0.96 '' 0.96 Adj, Flow (vph) 243 847 101 0 0 0 Q 349 67 23 240 0 Shared Lane Traffic (%) Lane Group Flow (vph) 243 948 0 0 0 0 0 416 0 23 240 0 Tum Type Split NA NA pm+p# NA Protected Phases 4 4 2 1 6 �ermified Phases 6 Deteckor Phase 4 �4 2 �_ 6 Switch Phase Niinimum Initial (s) 4.0 4.0 4,0 4.0 4.6 Minimum Split (a) 20:5 20.5 ` 20.5 ' 8.0 ; 20.5 Tota[ Split (s) 80,0 80,0 45,0 15.0 50.0 Total Split. (°/o) 5T,1 °/v 57;1 % 32,1.% 10:7°/0 ' 42.9°/0 Maximum Green (s) 75.5 75.5 44.5 11.0 55,5 Ye{Iow Time (sj ` 3.5 3,5 3.5 3,5 ' 3.5 All-Red 7ime (s) 1.0 1,0 1.0 0,5 1.0 ,. Losf. Time Adjust (s) `` 0.0 0.0 ` 0.0 0.0 0.0 .. Total Lost Time (s) 4.5 4.5 4.5 �4.Q 4.5 ,... l.eadlLag ' Lag Lead _ Lead-�ag Optimize? Yes Yes VehicEe Extension (s) _ ' 3.0 3.0 3.0 3.0 3A Recall Made Non� None GMin None C-Min Walk Tirri� (s) 5,0 5.0 5A ' b.0 Flash Dont Walk (s} 11.0 � 1,0 1�.6 11.0 Pedestrian Calls (#!hr) 0 4 0 0 Act Effct Green (s) 41,9 41,9 82.6 89.6 89.1 Actuated gIC Ratio 0.30 0:30 0,59 0.64 0,64 v!c Ratio 0.51 0.70 0.43 0.05 0,23 __ Confrol Delay 43.3 44.7 19.8 ` 91.7 12.7 Queue peEay 0.0 OA OA 0,0 0.0 FT. HARRISON 1 CH�ST�lUT 5195I2013 FUTURE SATURDAY MID-DAY WITH AQUARIUM Synchro 8 Report RP Page 1 Lll�r� �iRwF' �.�lP��-�'�`4 �"ia 1'�'�F7 `'�'',.�i �Cn`l �I��'?� Lanes, Valumes, Timings 3� 5I1612013 � -� � � '- � � T r� � � � Tota{ Delay �3;3 44,7 :: 19.8 � 1.7 12.1 LQS Q D B B � Approach Delay '44,4 39.8 ' 12:6 Approach L05 D B B Area Type; CBD Cycle Lengt�:140 Actuated Cycle Le�gth: T40 _ __ ,. Offset: 0(0°/0), Referenced #o phase 2:NBT and 6:SBTL;'Start of Green ` ' Natural Cycle: 50 ___ Contraf Type; Acfuated-Caordinated ' Niaximum vlc Rafio; 0,70`� � ��' Infersection::Signaf De[a �; 34.5 Intersectio ��LOS: C' Intersection Capacity Uti[i� a t i o - 1.7° ICU Level o� Servie A ' �� ,.. ,. Anafysis Period (min)15 __,, FT. HARRISON 1 CHESTNUT 511 512 0 1 3 FUTURE SATURDAY MkD-DAY WITH AQUARIUM 5ynchro 8 Report RP Page 2 Lanes, Volumes, Timings 3: Ft. Harrison & Court St �i�5ila�s � � � � � � � � � � � � � - „ � = m � Lane Configurations �''��' � _ � _ �` _ ,.._ '�. Volume (vph} ' ` `;0 0 0 82 708 25 149 ,; 485 0 ' 0 247 174 Ideal �'low (vphpf} 1900 1900 1900 1900 1904 1900 1900 1900 190Q �900 1900 �940 Sforage Lengti� (ft) '0 ` 0 940 r 900 ' 250. ..:. 0:' 0.: _ 0 ,. Storage Lanes 0 0 0 � 9 6 0 0 Taper l.ength (fk) ,' 25 ' 25 25 25 Lane Ufil. Factor 1,00 �.40 1.00 0,91 0.91 1.00 1A0 1.00 1,00 1.00 1.00 1.00 Ped Bike Factor ` 0,96 Q:�9 Frt 0,850 _ 0,944 Elf Profecled ' 0,995 ' a.950 Satd. Flow (prot) 6 0 0 0 4554 1425 1593 1676 0 0 1568 0 , FIt Permifked ' 0,995 _ 0,447 ' !' Sat�, Flow (perm) 0 0 0 0 �4554 13i5 682 1676 0 0 1568 0 Right Turn on Red Yes _ Yes Yes ` Yes Satd. Flow (RTOR) 43 30 Eink 5pee� (mph) 3Q 30 30 : 30 Link Distance (ftJ 567 628 466 484 „ Travel Time (s) ' :12.9 14.3 10.6, ; 11.0 Confl, Bikes (#Ihr) 18 �9 Peak Hour Factori ' 0,97 0,97 0,97 0.97 0,97 0,97 Q,97 0:97 0,97 �,97 0,97 0,97 Adj. Flaw (v�h) 0 0 0 85 730 26 154 500 0 0 255 179 Shared Lane Traffic (%) Lane Group Flow {vph) 0 0 Q 0 815 26 154 600 0 0 �3� 0 Turn Type Spl�t NA Perm pm+pt ' NA NA Protected Phases 8 8 5 2 6 Parmifted Phases $ 2 ' Detecfor Phase 8 8 8 5 2 6 Switch Phase Minimum Initial (s) 4,0 4,0 4.0 4.0 4.6 4.0 M�nimum;5plit(s)' 20.5 20.5 20,� 8.0 20,5 2�.5 Total Split (sj 65.0 65,0 65,0 15.0 75.4 60.0 T.otal Splif (%) 46.4.°/a... :46.4°!0 ;46.!�°/o._. 10 Z°/o.;: .:53 6%'; �2,9°/a Maximum Green (s) 50.5 60.6 60,5 11.0 70,5 55.5 Yellow Time (sy 3.5 : 3.5 3,5 ' 3,5 3.5 3.5 All-Red Time (s) 1,0 1.0 1.0 0,5 1.0 1,0 _ E.ost Time Adjust (s) ' OA 0,0 :' 0.0 , 0.0 _ Q,0 Tolal L.ost Time (s) 4.5 4.5 a.4 4,5 4.5 LeadlLag �.ead E.ag Lead-Lag Optimize? Yes Yes Vehicle �xtension (s) `' 3.� 3A 3,0 3.0 3.0 3.0 Recall Mode Nane None None Min C-Min C-Min Walk Time (sJ 5.0 5.0 5.0 :: 5A- 6,0 Flash Dant Walk (s) 11.0 11.0 11.0 11.Q 11,0 Pedestr[an Calis (#Ihr) 0 0` 0 0 ' 0 Act Effct Green {s) 33,7 33.1 97.8 97.3 83.0 Actuated gIC Ratio 0.24 0.24 .: O.iO >.`':.0.7a 0,59 - v!c Ratio 0.74 0.07 0.28 0.43 0.46 _ _ Contral �elay 53.3 ` 4,5 9 2 � 1,4 18.1 4ueue Delay 0.0 OA 0,0 0.0 0,0 �g�� =� S nchro 8 Re art �'�~�rvr�t� ln,�`7�'t ��rv� ��1°? /}1�f�6E. Y p Page � �Ar.r�. G�_u�P Cri�'�ci•c� it°i��:i ��C `°a��'' [l��i- 7:� �� ..__-,.:�_�� c� L= Lanes, Volumes, Timings 3: Ft. Harrison & Cour� St � 5115I2013 �" �'i' 1� � ��" y�`t I � � � "� � � :53.3 4.5 9.2 l 11.� 18:� LOS D A A B B Ap�roach pelay '59.7 10,9 18;1 Approach LOS D B B Area Type: CBD Cycle Length:140 Actuated Cycle Length:l�0 _ _ __ _ Q�fset; Q;(Q%), Referenced to phase 2:NBTL and 6;SB7,'Start of Green > Natural Cycle: 55 Control 7ype; Acfuated-Caordinaied ;� Maximum vlc Rafio, 0�7�-��- __� \ Intersection Si na[ Defa. � 0 3��-� ��„ Intersectio � ��S; G Intersection Capacity iJti iza i�F�3'.3°/u ` ICU Level of 5er�i iC� Anafysis Period (min)15 `' 'w"'�� ts and Phases: 3: Ft. Harrison & Court St � m5 � m6 mS Baseline Synchro $ Report Page 2 Lanes, Voiumes, Timings 3: Ft. Harrison & Court St 5/1612013 � �"' �`�' '�,'� � '�"" � � � �' � "'� , ,� � � � � . � . � � , . . „ � ,: e , . . . . . . � �, . . , . Lar�e Configurations c�''�'� � '� '� '� Volume (vph) 0 ;` 0 ' 0 55 4Q18 ; 45 212 353" 0`: 0 �96 996 IdeaE F'low (vphpl) 9900 1900 1900 1900 1900 1900 1900 �900 1900 T900 1900 1900 Storage Lengih (ft) Q ? 0 ; 900 900 25Q : 0 0 ''0 Storage Lanes 0 0 0 1 1 0 0 0 Taper l.engti� (ft) 25 25 25; `25 Lane Util. Factor 1.00 1.00 1.00 0,91 0.91 1,00 1.04 1.00 1.00 �.00 1,00 1,00 Ped Bike Factor 0.97 `4,99 ,. . .. .: . .. Frt 0.850 0.932 Flt Proieeted 0.997 4,954 ' Satd. Flow (prot) 0 0 0 0 4563 1425 1593 1676 0 0 1550 0 Flt Permil#ed ' 4.997 ' 0,369 Satd, Flow (perm) 0 0 0 0 4563 1389 605 1676 0 q 9550 0 _ _ _ _ Righf Turn on'Red Yes ' Yes Yes Yes Sat�, Flow (RTOR) _ 47 43 Lin�t Speed (mph); ' 3Q 30 34 30 Link Distance (ft) 567 628 466 484 Travel Time (s) ' 12.9 1�.3 ; 10,6 '' � 1.0 ' Confl, Bikes (#Ihr) 6 8 peak Hour Factor` 0,95 0.95 0.95 0,95 '' 0,95 �,95 0,96 0,95 0.95 0.95 0,95 ` 0.95 Adj. Flow (vph} 0 0 0 58 1072 �7 223 372 0 0 206 20fi Shared L'ane Traffic (°/o) l.ane Group Flow (vph] 6 0 0 0 1130 47 223 372 0 0 412 0 _......._ .......... ........_.... _ _ _ _ Tuin Ty�e ; S�lit : NA Perm ` pm+pt ' NA' NA Protecfed Phases 8 8 5 2 6 Rerrciitfed Phases 8 2 Detector Phase _ 8 8 '8 5 2 6 Switch Phase Min[mum Initial (s) 4,0 4.0 4.0 4,0 4.0 4.0 _ __ _ _ _ .. .. ............ Minimum Spfit (s) _ 20,5 20.5 : 20,5 8.0 ; 20 5' 20,5 Total Split (s) 65.0 65.0 65.0 15,0 7b.0 60,0 Total Spfit (°/o) _ 46.4°/0 46,4% 48,4°/a 10.7°/v :53,6°/0 '' 42:9°/0 Maximum Green {s) 60,5 60,5 60.5 11.4 70.5 55,5 Yellaw Time (s) :' : ' 3.5 3.5 ` 3.5 3.5 3.5 `: 3.:5 All-Red Time (s) 9.0 1,0 1 A 0,5 1 A 9.0 Cost Time Adjust (s) _ 0,0 DA 0.0 0A _ `;0.0 Tolal Lost Time {sJ 4.5 4,5 4.0 4.5 4,5 _ LeadlLag Lead Lag Lead-Lag Optimize? Yes Yes Vehicle Extensiori (s) 3.0 : 3.0 3.0 3.0 3.� 3.0 Recall Niode None None None Min GMin C-iNin Walk Ti�rie (s) 5.0 5.0 5.0 ' 5.0 5.4 Flash qont Walk (s) 11.0 91.0 11.0 11,0 11.0 _ Pedesfrian Calls (#Ihr) '` 0 0 0 0 0 Act Effct Green (s} 46.1 46.1 85,4 84.9 66,0,� �- Actuated gIC Ratio ` 0.33 0.33 0.69 �0 61 � Q.47 �_ �--� vlc Ratio 0.75 0.�0 0.47 � 0 37 0.55.. �-_--__. Con#ro1 Delay 44,9 ` 7.$ ' 17A 16.3' 29,1 Queue Defay 0.0 0,0 0,0 0,0 0.0 F7 HARRISON I COUR7 5/16/2013 FUTURE SATURDAY MID-DAY WITH AQUARIUM Synchro 8 Report RP Page 1 �..Ru� G{?w�' C'�S7�ic,-� (�`iW �5""� �`�41 lUl�i '�� , .��,._�. �._m_��,.� __-�.....�� Lanes, Volumes, Timings 3: Ft. Harrison & Court St 5I1612013 � -� � � '� � � � r� �► � � Total Delay 44.9 7 8 ' 17A 'i 16.3 29;1 _..:: .:: �os o a s s c _ _ __ _ __ _ A�proaefi Delay _ ;43.4 ' 18,6 `' 29,1 A�proach LOS D B C ��,� ,;, G ,. �. d . ..... . Area Type; CBD __ Cycle Length:1�4.0: Actuated Cycle �ength: 140 Offsef: O t0°/o), Referenced to phase 2.NBTl. and 6;SBT, Siart of Green Natural Cycle: 50 _ Cor�trol Type; ActuaEed-Coordinafed Maximum vlc Ratio 0 75. fnfersection Signal �ela � 33 4';� Iniersectio � I.OS C� Intersection Ca acit Utilizatio 71,8° ICU Level of�Servic'e" C p y �� Attalysis Period (min)15 ` FT HARRISON 1 COURT 511 612 0 1 3 FU7lfR� SATURDAY MIQ-DAY WITH AQUARIUM Synchro 8 Reporf RP Page 2 Lanes, Volumes, Timings 3: FT HARRlSON & PIERCE ST � � � 51712093 � � �"` � � � �`�°" �, "� l.ane Conflgurations � � '� � '� � _ _ __ Volume (yph) ,` 14 46 41 27 ` 25 10 20 �75 8 ;6 352 19 IdealFlow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 19Q0 1900 5torage l;e�gtii (ft) '`0 0 ' 0 ' 0 304 Q 304 b Storage Lanes 0 0 0 0 1 0 9 0 , , i�aper Lengfh (ftj ' 25 25 25 25 �.ane Uti1. Factor 1,00 1.00 1,00 1.00 1.00 1.00 1,00 1,00 �.DO 1.00 1.00 1,00 Ped Sike Factor ,' _ ;` 0.9& : 0,98 ' a,96 ` 1,00 Q,99 1.00 ' . . . . . .... . . . .. Frt 0.945 0,978 0.997 0,992 _ FIt Protected 0.993 0.979 0,950 0.950 Satd, Flow (prot) 0 154fi 0 0 1590 0 1593 1670 0 1593 1655 0 ,. , _. FIt Permitted 0.942 '.: . . . 0.85� ' 0,5Z9 ::: . ... 0.453 Satd. Flow (perm) 0 1460 0 0 1375 0 859 1670 0 749 1655 0 _ Right Turn on Red Yes Yes ' ` Yes_ Yes Satd, Flaw (RTOR) 44 11 2 7 Link Speed (mpf�) 3a 30 .. 30 _ 30 Link Distance (ff} 556 577 46� 522 _ _ ____ _ __ _ _ _ ___ _ _ ___ __ Travel'Time (s) 12.6 13.1 '; 10,5 19,9 Confl. Peds, (#!hr) 21 12 12 21 41 18 18 41 Peak Hour Factor ` 0.94 0,94 0.94 0,94 ' 0.94 0,94 6.94 0.94 `0.94 0.94 0.94 ` 0.94 Adj. Flow (vp1�) 15 49 44 29 27 91 21 505 9 6 374 20 Shared Lane Traf�c (°/o) _ Lane Group Flow (vph) 0 108 6 0 67 0 21 514 0 6 394 0 7urn Type Perm NA Perm NA Perm NA Perm NA ; Pratecfed Phases 4 8 2 6 Permitfed Phases � 8 2` 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 4A �4.0 4.0 4.0 4,0 4.0 4,0 4A Minimum Splil (s) 20.5 20.5 ' 20.5 20.5 20.5 ` 20.5 24.5 20,5 Total Sp1it (s) 22A 22.Q 22.0 22.0 38.0 38.0 38.0 38.0 TOtaI Sp1it (%) 36.7% 36.7% 36.7% 36.7% 63.3°l0 63,3% 63.3%0 63.3% Maximum Green (s) 17,5 17.5 97.5 17:5 33,5 33,5 33,5 33,5 Yellow Time (s) ` 3.5 3.5 3.5 3.5 3.5 ` 3.5 3.5 ' 3,5 All-Red Time (s} 1,0 1.0 1.0 1.0 1.0 1.0 1.0 1 A �ost Time Adjust {s} _ 0.4 Q.0 0.0 0.0 0.0 0,0 Total Lost Time (s) 4.5 4.5 4.5 4,5 4,5 4,5 _ l.eadll�ag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3A ' 3.0 3.0 3,0 3.0 3A Recall Mode None None �lone None C-Min C-Min C-Min C-Min Walk Time (s) ' S.0 5.0 5.� 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 � 1 A 11.0 11.0 13 A 11.0 11,0 Pedestrian Calls {#Ihr) ` 0 0 0 0 0 0 0 ' D Act Effct Green (s) 8.3 8.3 45.6 45.6 45.6 45.fi �°c°� Ac#uated gIC Rafio 0.14 0.1� 0.76 0,7 0,76 0.76� , � �� v!c Ratio 0.45 0.34 0,03 0,4 0,01 0,�1. Confro! Delay 20.9 23.9 3.5 6.1 3.5 ` 4,3 Queue l7elay 0.0 0.0 0.0 0.0 0.0 0.4 FT HARRISON I PIERCE FUTU�tE PM PEAK 5/712013 FUTURE PM PEAK WITH AQUARIUM Synchro 8 Report RP Page 1 _�,. _. .,� �,A tv�: C+f�uvF' CAPaCCr°r�1 � `� ,�. �f l Co '� �n ti 4� L.. � l�� a�� l � c� i�_ Lanes, Volumes, Timings 3: FT HARRISON & PIERCE ST .,� ..�.`�" ''�. 51i12013 � � � � � � � � � Tolal Delay 20.9 ' 23 9 `; 3,5 5.1 3.5 4:3 LOS C C A A A A Ap�roach Delay : 20.8 ' 23.9 ' 5.0 ,'' 4:3 Agproach LOS C C A A _. 90ih %ile Green {s) 12.1 12.9 121 ` 12,1 ' 38.9 ' 38.9 ' 38.9 38.9 90ih %ile Term Code Gap Gap Hold Hold Coord Coord Coord Coord 70th %ile Green (s) : 9.i 9.7 9.7 9.7 ' �1.3 ' 41.3 41 �3 4� :3 70ih %il� Term Code Gap Gap Hold Hold Coord Caord Coord Coord __ 50ih %ile Green (s) 8.0 8,0 8.0 ` 8.0 43A 43,0 ` 43.0 43,� 50if� %ile Term Code Gap Gap Hofd Hold Coord Coord Coortl Coord 301h %ile Green (s) ' 6,4 fi.4 6.4 ' 6.4 44.6 44,6 `44,6 44,6 30ih %ile Term Code Hold Ho1d Holtl Holtl Coord Coord Coord Coord �Olh %ile Green (s) 0,0 0.0 ` 6.0 0.0 ' 55.5 '' S5.5 55,5 `` 55.5 10ih %ils Term Code Skip Skip Skip Skip Coord Coord Coord Coord Area Type: CB� _ Gycle Length: 6Q Actuated Cycle l.ength; 60 Offset; 0(0%j; Referenced to phase 2;NBTL and 6;S�TL; Start of Green ` Natural Cycle: 50 Conlra! Type: Actuatetl-Coordinated Maximum vIc Raiio 0 45 , ��.,.v,_ ,. , fnfersection Signal �e] : 7.h� intersection 1�05; A� Intersection Capacity Ufilizafian 47,3°a� ICU i.evel of `Servic� A Analysis Period (min) i5 - _ .�� and Phases: 3: F1' HARR1SdN & PIERCE ST m2 oa-� "' m6 � `�� m8 FT HARRfSON 1 PfERCE FLITURE PM PEAK 5I7I2013 FiJTURE PM PEAK WCTH AQUARIUM Synchro 8 Report RP Page 2 Lanes, Volumes, Timings 3: FT HARRISON & PIERCE ST 5/812013 � � � � � � � � � � 1 � Lane Configurations c� c� � "� �j "� Vofume (vph) 14 30 30 ; 14 ` 20 6' 24 364 9� 6 380 28 Ideal Flow (vp1�p[) 190Q 1900 1900 1900 1900 1900 1900 1900 1900 �900 1900 1900 Storage Lengfh (ff) ; 0 ' 0 0 0 306 U 300 ' 0 Storage Lanes 0 0 � 0 1 4 9 � Taper Length (ft) : 25 ,` 25 25 ' 25 Lane Util. Factor 1,00 1,00 1.00 1.00 1,00 1,00 1,00 1.00 �.00 1.00 1.00 1,00 _ Ped Bike �actor :' 0,98 0,98 ' 0,96 ' 1,00 ' ` 0,98 0.99 Frt _ 0.945 0,981 0,994 0,990 FIt Profected ` ` 0.99� ; : '0.982 . . ' 0.95� ' : D,950 Satd, Flow (prot) 0 1543 0 0 1601 0 1593 1663 0 1593 1649 0 _ _ _ _ Flt �ermitted ' 0.923 Q.995 ` �.509 _; 0,526 Satd, Flow (perm) 0 9�27 4 0 1481 0 822 1663 0 866 1649 0 _ Right Turn on Red Yes ' Yes Yes Yes Satd, Flow (RTOR) 32 6 5 10 Link Speed (mph) 30 30 ' 3Q 30 Link Distance (ft) 556 577 461 522 7ravel Time (s) 12,6 13,1 10.5 ` 11.9 Confl, Peds. (#!hr) 21 12 12 21 41 18 18 41 Peaic Hour F'acfor ` 0.94 �:94 0.94 0,94 0.94 0,94 0.9� 0,94 Q.94 0.94 0,94 0.94 A�j, Flaw (vph} 15 32 32 15 21 6 26 387 � 5 8 �04 30 Shared L:ane:Traffic {%} Lane Group �low (vph) 0 79 0 0 42 0 26 402 0 6 434 0 ,. Tu�n Type Perm NA Perm NA Perm NA P�rm NA Protected Phases 4 8 2 6 -. Rermilted Phases 4 ,: 8 _ 2, 6 Datector Phase � � 8 8 2 2 6 6 Switch Pitase Minimum initial (s) 4.0 4,0 4.0 4,0 4,0 4.0 4,0 4,0 Mimmum Split (s) 20.5 20.5 20.5 2D,5 20.5 '`20,5 ' ' 20.5 20,5 Total Split (s) 22,0 22,0 22.0 22.0 38.0 38.0 38.0 38.0 Total.Spft.(°/o) ' 36,7% ' 36,7°/0 36.7% 36.7°/0 63,3°/a : 63.3°/0 63:3% ' 63,3% iNaximum Green (s) 17.5 17,5 17:6 17:5 . 33.5" 33,5' 33.5 . 33.5' � Y�llow.fiime (s} '.: 3.� 3.5 3.5 ' 3.5 3.5 ' 3.5 ' `3.5 3.5 Afl-Red Time (s} 1.0 1.0 �,0 1 A 4.0 1 A �.6 1.0 Los# Tim� Adjust (s) 0,0 O.Q D.0 0,0 0.0 0.0 Tolal Lost 7ime (s} 4.5 4.5 4.5 4,5 4.5 4.5 LeadlLag Leatl-Lag Optimize7 Vehicle,�xtension (s) 3.0 `3.0 3.0 3.0 ` 3,0 3.0 3.0 3,0 Recall Mode None None None None G-Min C-Min G-Min C-Min _ _ _ Walk Time (s) 5,0 5.0 5.0 ' 5.0 5.0 5A 5.0 ` 5A FlashDoniWalk(s) 11,0 11,0 11A 1�.0 11,0 11.0 �1.0 11.0 _ Pedestrian Calls (#!hr) � 0 0` 0 4 0 _ ; 0 0 Act Effct Green (sJ 7,7 7,fi 49.2 49.2 49.2 49.2 Actuated gfC Ratio 0.13 0.93 0.82 82 0,82 �'82 , - v!c Ratio 0.38 0,22 O,Q4 0, � 0.0� �0 3,�. Cantrol Delay 20.8 . ` 22,7 '.: 3..1 :..: `3.5 3.0 . 3.6 Queue Delay 0,0 0.0 4.0 0.� 0,0 0.0 F7 HARRISO�! 1 PI�RCE 5/8/2013 FUTURE SATURDAY MID-DAY WITH AQUARIUN! RP I Z � � ��, -�, (,2.1 � �G��t_ �..�.__.._.� Synchro 8 Repori Page 1 ia � (n I'��2-. _. . ... �.___.. .. Lanes, Volumes, Timings 3: FT HARRISON & PIERCE ST 5/8/2013 �` � �t f � �`` � �` 1�"' � � � Total Delay 20 8 22.7 3�.`.` 3.5 ;; 3;0. 3:6 LOS C C A A A A __ _ Appraach';Delay 20.8 22.7 3,5 ; 3.6 Approach I�OS C C A A ., , _ . Area Type; CBD Cycle Length 60 _ Actuated Cycle Lengt�; 64 _._ __ _ Offs�t; 0(4%), Referenc�d to phase 2;NBTL and 6:SBTL, Start of Green ` `` Naturai Cycle; 4b Confrol Type;;Acluated-Goordinatetl Maximum vlc Ratio; 0,3�� Intersection Signal Dei�� Intersection( �S; A Intersection Ca acif Utilizatio 40,8% ICU Level of`5ervie A p Y ,.: AnaEysis Period (min)15 ��:::.., FT HARR150N 1 PIERCE 5/8/2013 FUTURE SATURDAY Nilb-I]AY WITH AQUARIUM Synchro 8 Report �p Page 2 Lanes, Valumes, Timings 3: FT HARRISQN & CLEVELAND � -* '`t � � � "� si7i2a� 3 � � � � � . � ; ��; �; �� B �- -�. �,;'�� S�" � �; �_�� . _�... -,. w . �_ � Lane Configurations � "� '� '� � "� � '� Volume �vph) 6 �43 13 3� 46 ` 12 22 ` 428 ' 26 1 Q 319 7 5 Ideal Flow (vpf�pl) 1900 1900 1900 1900 1900 19Q0 1900 1900 i900 1900 9900 �900 Storage Length �ft) 3Ofl 0 100 ' 0 200''` 0 200 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length �ft) _ ;25 25 ` 25 `' 25 Lane Util. Factor �.00 1.00 �.00 1.00 1.00 1.00 1.00 1.04 1.00 1.OQ 1,00 1,00 �rt 0,966 '0,970 : 0.991 0.993 Flt Pro#ected 0.950 0.950 0.950 0.950 Satd. Ffow (prot) ' `'' 1593 1619 `� 1593 1626 ' 0`` 1593 1661 0 1593 1665 D �It Permitted 0,769 0.7G9 0,545 a.474 Satd. Flow.(perm) 1289 9619 0 1289 162fi 0.:. `9�4 1561 ' 0 795 �665 0 Right Turn on Red Yes Yes Yes Yes Satd. Ffow �RTOR) 14 93 7 5 Link Speed (mph) 30 30 30 30 Link Distance (ft) 627 ,. ' 723 577 ' S33 Travel Time (s} 14.3 16,4 13.1 12,9 Peak Hour Factor ` 0.92 0,92 ` 0.92 0.92 0.92 0.92 ' 0.92 ' d.92 0;92 0.92 0.92 0,92 Adj, Flow (vph} 7 47 1� 37 52 13 24 465 28 11 347 16 Shared Lane Traffic �%) Lane Group Flow (vph) 7 61 0 37 65 0 24 �93 0 91 363 0 TuCn :7ype. Perm NA Perm ` NA Perm NA ` Perm NA Protected Phases 4 8 2 6 Rermifted Phasss 4 , 8 2' 6 Detecior Phase 4 4 8 8 2 2 6 6 _ Switcf� Phase Minimum Initial (s) 4,0 4.0 4.0 4,0 4,0 �.0 4.0 4,0 Niinimum Split (s) 20.5 ' 2Q.5 20.5 20.5 2D.5 20.5 ` : 2�.5 ' 2�.5 Total Split (s) 27.0 27.p 27.0 27.0 33,0 33,0 33.0 33,0 Total 5pllt (%J 45,0% ' 45.0% 45.0°/0 ::45.0°/a 55.0°/0 ` 55,0% ` 55A% . 55.6% Maximum Green (s) 22,5 22.5 22.5 22.5 28,5 28,5 28.5 28.5 _ Yellow Time �sJ 3,5 3.5 3,5 3.5 3,5 ' 3.5 3.5 3,5 All-Red Time (s) 1,0 1.0 1.0 �A 1,0 1.0 i,4 1,0 Lost Time Adjust (s) O,a 0.0 `` 0.0 ' OA 0.0 OA OA 0.0 Total Lost Time (s} 4,5 4,5 4.5 4.5 4,5 4,5 �,5 4.5 LeadlLag_ , . Lead-Lag Optimize? _ Vehicle Extension {s) _ 3,D 3A 3.0 3A 3A 3A 3A 3.0 `> Recall Made Nane None None None C-Min GMin C-Min C-Min Walk Tir�e (s) ` 5.0 5.0 5.0 5A 5:0 ' 5.0 ' 5,0 5.0 Flash �ont Walk (s) 11,0 11 A � 1.0 11.0 11 A 11.4 11,0 11,0 Padestrfan Calls (#Ihr) , 0 0 0 0 0 0 0 0 Act E#fct Green (s) 7.5 7.5 7.5 7.5 49,4 49,4 49,4 h9,� ,�� Actualed gIC Ratio -0,12 0.92 0.12 0,12 0.82 0,82 ' 0.82 '.82 �-�� v!c Ratio 0,04 0,29 0.23 0,30 0.03 0.��. 0.02 0.2� Confro[ De1ay 22.3 22.3 26.3 23.2 3A 3.8 ':3.0 3,2 Queue Delay 0.0 0.0 0,0 0.0 0.0 0,0 0,0 0,0 Total Delay 22.3 22.3 26,3 23.2 3,0 3,8 3.0 3.2 LOS C G C C A A A A FT HARRISON I CLEVELAND FtJTUftE PM PEAK 51712013 FU'TURE PM PEAK WITH AQUARfUM Synchro 8 Report RP Page 1 �i=�5 1Ii I�O C�`�(n l`�(n`C� to(�f� I�fQ] (�..a� n� �� G C�vv�' C� � r� c t� y I l I 1 I�,,x�- . �.�_- �,n�rt.��„ I Lanes, Volumes, Timings 3: FT HARRISON & CLEVELAND � � � 51712013 � � � � � � � � � Approach pe[ay ,; , , 22.3 ' 24.3 3.8 3:2 Approach LOS C C A A 90th %i!e Gresn (s) 10,2 1Q.2 90,2 110.2 40.8 ' 40,8 40.8 4Q:8 9Dth %iEe Term Cade Hold Hald Gap Gap Coord Coord Coord Coord ZOth %iEe Greeri (s) 8,5 8.5 8.5 ' 8.5 42.5 �2.5 ' 42:5 �42.5 70th %ife Term Code Hold Hold Gap Gap Coord Coord Coord Coord 5pth °/oiie Green (s) 7,3 7.3 7.3 7.3 43.7 43,7 43.7 43.7 54th °/oi[e Term Code Hold Hold Gap Gap Coortl Coard Coord Coord 34th %ile Green �s) OA 0,0 OA 0.4 55.5 ' S5.5 'S5.5 'S5.5 30th °/oile Term Code Skip S[cip 5kip Skip Coord Coord Coortl Coord �6th °/oi[e Green (s} `' 0,0 0,0 ``0.0 0.0 55.5 55.5 ' 55.5 55:5 10th %ife Term Code Skip Ski� Skip Skip Coord Coord Coord Coord Area Type; CBD Cyefe Length: 60 `' Actuated Cycle Length: 60 _ 0(fset: Q{0°/o),'Referer�cetl fo phase 2:NBTL and 6;SBTL, Starf of Green Natural Cycle; 45 Control Type: Actuated-Coardinafed Maximum vIc Ratio 0 36 �� —m- , , .. Intersection Signal I]elay�6 7 �T�" Jntersection ��S; A' ...�. Intersection Capacity L�tilizatio 43,0°/a ICU Level of � ervice A Analysis P�riad (minj 95 .�P, _ FT FiARRISON 1 CLEVELAND FUTURE PM PEAK 5I7J2013 FUTURE PM P�AK WI7H AQUARIUM Synchro 8 Report RP Page 2 Lan�s, Valumes, Timings 3: FT HARRISON & CLEVELAND 5iaiza�3 �`' � �`t 1�' � �'`` *� �` � �.' � � Lane Configurations � '� � '�......... � '�' � '�' Vo[ume (vph) 10 33 43 ,i 31 ' 44 9 39 347 ' 15' 21 420 39 Ideal FEow (vphpl) 1904 1900 1900 1900 1900 1900 1900 1900 1900 1906 1900 1900 Starage Length (ft) �0� ` � 100 ` 0 200 !' 4;, 200 ;0 S#orage Lanes 1 0 1 0 1 0 1 0 Taper Lengtti (ft) 25 25 25 ' 25 Lane Util, Factor 1.00 1A0 1.00 �.00 1.00 1.00 1.00 1.00 1,00 �,00 1.00 1.00 _ __ Frt ' 0,9�5 0 974 ;;' 0.994 0,987 , Flt Protected 0,950 0.950 0.950 0.950 Satd., Flow (prot) �593 1534 0'.'1593 .':1633 4 1593 1666..: 0..: ,' 1593 1fi55 0 Fit Permiited 0.719 0.703 0.465 0.530 Satd Fl9w (perm) 1205 1534 0`1179 1633 0 780 `' �656 0 889 1655 0 Right Turn on Red Yes Yes Yes Y�s Satd. Flow (RTpR) 47 10 5 � 1 Link Speed (mph) 30 30 30 30 Link �istance �ft) 627 `:; .723 577 533 7ravel 7ime (s) 14.3 � 6,4 13.1 12,1 Reak Hour Faciar ` 0.92 `0.92 0,92 0.92 0,92 o,92 0,92 ' 0,92 4,92 0.92 0.92 ` 0,92 Adj. Flow (vph} 31 36 47 34 48 10 42 377 16 23 457 42 Shared Lane Traffic (°/o} - Lane Group Flow (vph) 11 83 0 34 58 0 42 393 Q 23 499 0 Turn Type Perm NA Perm NA P�rm NA Perm NA Protected Phases 4 8 2 6 _ _ Permiit�d Phases 4 $ 2:` ':' 6 Delector Phase 4 4 $ 8 2 2 6 6 Swifch P�ase Minimum initial (s) 4.0 4.0 4,0 4.0 4,0 �.0 4.0 4.0 Minimum split (s) 20.5 ' 20.5 `, 20.5 20.5 : 20.5 20.5 20,5 '`20.5 Toial Split (s) 25,0 25,0 25,0 25.0 35.0 35,0 35.0 35,0 Total 5pllt (%) 41:7°/0 41.7°/0 �1,7% 41.7% 58,3%. 58.3% 58.3% ` 58.3°/0 iNaximum Green (s) 20,5 20.5 2p.5 20,5 30.5 30.5 30.5 30.5 YelEow Time �s) 3.5 3 5 : 3.5 3.5 3.5 ' 3.5 3.5 3:5 All-Red T�me (s) 1 A 1.0 � �:0' 1:0 � 1�0 1.0 3,0 .. 1.0 l.ost Time Adj�ist (s) 0.6 ` 0.0 ` 0.0 a.0 0.0 ' �.0 0,4 '`0.0 Total Losf Time (s) 4,5 4.5 �.5 4.5 4.5 4,5 4,5 4.5 LeadlLag Lead-Lag Opiimize? Vehicl� Exlension (s) 3.fl 3.0 3,0 ':3,0 3.0 3.0 3.0 3.0 Recall Mode None None No€�e None C-Min C-Min C-Min GMin Walk Time (s) 5.0 5A 5.0 - 5.0 ' S,Q 5.0 5.0 ' 5.0 Flash Dont Walk (sj 11.0 1�.0 11.0 11.0 11,0 �1.0 11.0 11.0 Pedesfrian Calls (#Ihr) 0 ' 6 0 0' 4 0 0 a Act Effct Green (s) 7,5 7.5 7,5 7.5 46.4 46 4 46,4 46.4 �--.� AcfuatedglCRatio Q,12 ` 0.12 '0,12 0.12 : 0.77 477 0,77 0.77 �---.w� vlc Raiio 0.07 0.36 4.23 0.27 4,07 0 30 0,03 0.39 ControL�elay 22,9 .' 17.0 26.6 .`::23.2 3.2 �.8�� 3A 4.4 Queue Delay 0.0 0.0 0.0 0.0 D,0 0.0 OA 0.0 7otal pelay 22.9 17.0 26.6 23,2 3,2 ' 3.8 3.0 4,4 LOS C B C C A A A A FT HARRISON 1 CLEVELAND 51812013 FUTURE SATUR�AY MED-DAY WITH AQUARIUM RP L�ANt'1 G�t�ovP C'fi('ACi`t+� t2� �c-.3 ,1.�•: �_'l�r s`r� �Iu2�3�...f Synchro 8 Report Page 1 lpG, d �'�.'s tJ ��,.,.�_..,... Lanes, Volumes, Timings 3: FT HARRISON & CLEVELAND 5/812013 �` �,,. �t ,�' "�--' Appraach Delay ; 17.7 24.5 Approach LOS B C � � I � � # � � �� ;,' �� 3,7 � 4.3 A A ., , . , _.. Area Type: CBD Cycle Length; 66 ' Actuated Cycls Length: 60 Offsef: 0:(�°/a), Referenced to phas� 2;NBTL and 6;SBTL;'Start oF Green ` " Natural Cycle: 45 Control Type: Acfuated-Coardinated Maximum vlc Ratio; 0,39 Intersection Signal Dela ; 6,$ Intersectian �. S; A Intersection Capacity LJtilizatio 5,3°a ICU Leve! of Se 'r e A Analys€s Feriod �min)15 � FT HARRISON 1 CL�VELAND 51812013 FUTURE SATURDAY MID-DAY WITH AQUARIUM Synchro 8 Repart RP Page 2 `_--� .�..� Lanes, Volum�s, Timings 3: FT HARRIS4N & DREW ST ��2a�3 �` � ~� � "� '� � T r� � � � Lane Configurafions �"� ..... .... �"�... . � '� � . . '� . Volume (vph) 71 114 7 102 142 ! 52 18 327 ' 6$.' 31 ' 237 ;43 Ideal Flow (vphpl) �900 1900 19D0 1900 1900 1900 1900 1900 1900 1900 3900 1900 LaneUiil.:Factor ' Q,95 0.95 '0.95 095_ >0.95 :`a,95 �.DO '�.00 i 1.00!; 1;0� 1A0 1:00 _. Ped Bike Facfor 1.00 0.99 1.00 1.00 1.00 1.00 _.._ _. _.. �tf Q,995 ;0,973 :: i 0,974 < `` 0,977 Flf Profected 0.982 0,983 0.950 0.950 Satd, Flow (prot) : , 0 3109 � 0;'3029 0 1583 1629 0' 1593 1634 '0 Fll Permitled 0,733 0,785 0,580 0.494 Satd, FIoW (perm} 0 2314 ; 0 0 2414 : 4; 970 1625 0` 827 1634 0 Right Turn on Red Yes Yes Yes Yes Satd. Flaw �RTOR} 7 , 50 :; 23 " 20 Link SpEetl (mph) 30 30 30 30 Link Disfance (ft) 607 : 838 566 639 Travel Time (s) 13.8 19.0 12.9 14.5 Confl. Peds: (#Ihr) 7 4 4 7` 3 2 2 3 Peak Hour Factor 0.95 0,95 0.95 0,95 0,95 0.95 0,95 0,95 0.95 0,95 0.95 0,95 _ Ad� Flow �vphj 75 120 . 7 107 149 55 19 344 72 33 249 �5 Shared Lane Tra#fic (%) Lane,Group Flow (vph) ' ;' 4 : 202 0 � 311 0 19 496 ` Q 33 '294 0 'iurn Type Perm NA Perm NA Perm NA Perm NA Protecked Phases 4 8 2 ' 6 Permitted Phases 4 8 2 6 _. ____ Detectar,Phase ' � 4 $ $` 2'; 2' 6 6 _ Switch Phase __ Minimum initial {s) 4.0 : 4.0 ` 4,0 ' 4A 4,0 ' 4.0 4:0 '; 4A Minimum Split (s) 20.5 20.5 26.5 20.5 20,5 20.5 20,5 20.5 Total Split (s) 28.0 : 28,p 28.0 28.0 32 0 32,0 32,0 ` 32.0 Tatal Split (°/a) 46,7°/0 46.7°/a �6.7% 46.7% 53,3% 53.3% 53,3% 53,3% _ _ _ Maximum Green,�s) 23.5 23,5 23.5 23.5 27 �; 27 5 27;5 '.27,5 Yellow Time 4s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 _ _ All-Red Time (s) ,` 1.0 1.0 1,0 i 0 '` 9.0 ' 1.0 '�.0 1.0 Lost Time Adjust (s) 0,0 0,0 0.0 0,0 0.0 0,0 Tatal Lost Time (s) 4.5 ` 4.5 �4.5 ,' 4.5 ' 4.5 4.5 LeadlLag L'ead-Lag Opiimize? Vehicle Exfension (s} 3.0 3,0 3,0 3.0 3,0 3,0 3.0 3,0 Recall Mode None None None 'None ` G-Min ' C-M+n = C-Min C-Min Walk Time. (sJ 5,0 5.0 5,0 5A 5,0 5.0 5,0 5,0 FlashDontWalk(sJ 11,0 11A 11.4 �1.0 ` 11,0 ' 11:0 1�:0 11.0 Pedestrian Calls {#!hr) 0 0 0 0 0 0 0 0 _ Acf Effct Green-(s) 12.1 ` '' 12.1 ' 38.9 `` 38.9 38.9 > 38.9 Actuated gIC Ratio 0,20 0,20 0.65 0.65 0.65 0.65 vlc Ratio D.43 0,59 0.03 -0.39 0.06 0.28 Control Delay 22.2 22.3 5.2 6.8 5.4 5.7 Queue �elay 0.0 ;;. 0.0 0.0 ' OA ' , OA 0.0 io#al Delay 22,2 22.3 5,2 6.8 5.4 5.7 LOS C C A A A A Approach Delay 22.2 22.3 6.7 5.7 �T HARRISON 1 �REW ST 517I2013 FUTURE PM PEAiC WITH AQUARIUM RP Synchro 8 Report �age 1 �FaN�_ C�{�ovC' �APr�C:ti'ry �(�°� ��j� {�7,.`� 1b�C„ 53� lbf�� .� -. _ __ _... �. _,.�.� Lanes, Volumes, Timings 3: FT HARRISON & DREW ST � � � 519 512013 � � '� � �` �` � � � � � ' C , ' A !' A Ar�a Typ2; `s CBD ; Cycle Length; fi0 Actuatad;Cycls Lengfh; G0 Offset: 0(0°/a}, Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 45 _ _ Control Type; Actuated-Coordinated __ _ _ _ _ _ _ Maximum vlc Ratio q 59 = ' �� >� fnfersection Signal pelay. �2,7 ��, Intersectio `LpS; B�_ ,. , [.nEersecfion C�pacity lltiliz�iio `57:2%� ICII Level f: Sexyice�g Analysis Period (min) 15 � FT HARRISON I DREW ST 51712013 FUTl1RE PM PEAK WITH AQUARIUNi Synchro 8 Fteport f2p Page 2 Lanes, Volumes, Timings 3: FT HARRfSON & DREW ST 5116I2013 �` -� � � � �- � T r� � � � Lane Configurations �'"� �"� . 1� '�' �. '� Volume (vph) ' 15 62 10 '102 166 40 39 226 82 3� 264 42 Ideal FEow (vphpl) 1900 1900 1900 1900 190Q 1900 1900 1900 � 900 1900 1900 1904 Lan� Ulil.:Factor 0.95 0,95 0 95 `:095 ```0.95. 0.95 1.OQ 1,OD ?. 1,00' 1,Q4 1.00 1,;00 Ped Bike Factor 1A0 0.99 1,00 1.00 1.00 �.QO ,., , _ ...... . _ Frt ' 0,982 _ '0.981 `: 0.960 ' 0:98Q Flt Pro#ected 0.991 6.984 0.950 0.950 _ Satd. �low (prQt) ; `: 0 3Q90 0 0,'' 3062 0 1593 1603 ' 0 1593 1640 ' 0 Flt �ermiited 0,874 0.826 0.563 0.562 _ _ Satd.Flow(permj' 4 2721 0 0 2564 0' 942 7603 0 941 1640 :'0 Right Turn an Red Yes Yss Yes Yes _ Satd. Flow (RTOR} 11 _ 32 40 18 Link Speetl (mph) 30 30 30 30 Link �istance`(ft) 607 838 566 639 iravel Time {s) 13.8 19,0 12.9 14.5 Confl. Peds, (#Ihr) 7 ` 4 : 4' 7 3 2 2 3 Feak Hour F'actor 0,95 0,95 0,95 0,95 0.95 0.95 0,95 0,95 0.95 0.95 0.95 0,95 _ __ Adj. Flow {vph) ``18 ``65 ` 19 �07 175 42 ' 41 `::: 238 :: $�. ' 33 278 44 Shared Lane TraFfic (%) Lane Group Flow (vph) ; 0 92 : 0 0 ` 32�4 : Q 41 324 ' 'a 33 322 0 Turn Type Perm NA Perm NA Perm iVA Perm NA _ .. , Profecked Phases ` 4 8 2; 6 Permit#ed Phases 4 8 2 6 _ _ __ �eteclar Phase ; ;; `4 . 4 8 8' ; 2 2 - ; 6 ' 6 Switc� Phase I�inirrium inifiaf �s) `4.0 4.0 h,0 '�.0 4.0 4.0' 4,0 ;4.0 Minimum Split (5) 20,5 20.5 20.5 20,5 20.5 20.5 20,5 20.5 Tofal split �s) ' 28.Q 28,0 28.0 28.0 ' ! 32.Q 32;0 32.Q 32.0 Total Split (°/o) 46,7% 46,7% �6.7°/0 46,7% 53,3% 53.3% 53,3% 53,3°/0 Maximum Green (s) 23.5 23.5 '23.5 23.5 ` 27.5 27,5 ; 27.5 27.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3,5 3.5 3.5 AII RedTime(s) ; �A 1,0 1,0 ,' 1.0 �.Q 1A 1.0 1.0 Last Time Adjust (s) 0,0 0.0 0,0 0.0 0,0 0,0 TotalLost7�me`(s) '4.5 4.5 4.5 4.5 4;5 4;5 LeadlLag __ _ Lead-Lag Optimize? Vehicle �.xtension (s) 3A 3.0 3A 3.0 3,0 3.6 3A 3.0 __ Recall Mode None None None None ` ' G-Min C-lNin C-Min GMin Walk Time (s) 5.0 5.0 5,0 5,0 5.0 5.0 5.0 5.0 F'Iash Dont Walk (s) � 1.0 ' 11.0 `` 11.4 11.0 ' `' 11.0 ` 1� A 11.0 11.0 Pedestrian Calls (#Ihr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 12.4 12.4 ' ::38.6 38.6 38.6 38.6 `` °��' Actuated g1C Ratio 0.21 0.21 0,64 0.64 0,6� 0.64 ��' vlc Ratio ` _ D.�6 D.59 _.`. 0.07 0.31 O,D5 0.30 Control Delay 16,9 23.1 5,5 5,8 5.4 6,1 Qiieu� Delay 0.0 0.0 0.0 0,� Q.0 0,0 Total �elay 16,9 23.1 5,5 5.8 5,4 6.1 LOS B ,, C,' A A A A A�proach Delay 16.9 23.� 5.7 6.0 FT WARRISO�! I DREW 511 612 0 1 3 FUTUR� SATURDAY MID-DAY WITH AQUA�tIUM RP l�. h, r�+ �': G� (`d �� C'� f�'ri � i~r Y � a°� a i...�� ` ` (r,a� 103� �.� �.._�� {� () f� 5ynchro 8 Report Page 1 ( C� � � j Lanes, Volumes, Timings 3: FT HARRISON & DREW 5T 5/1612013 -�` � � � � �- � t � � � � ach' LOS ' , , , ' =: ... ... : B C .:; ' ;: A. : A Area Ty�e, ' CBD `: Cycle Length; 60 Actua#ed Cycle Lenglh; 60 Offset; 0(0°/a), Referenced to phase 2:iVBTL and 6:SBTL, Starf of Green Nafural Cycle 45 ; ` " ' ' ' Confrol Type: Acivated-Coordinated -.., _ ,. ,: , Maximum vlc;Ralio; 0,59 '` ' _ Intersection Signal pelay:11.7 Intersec#ion LOS: B , Intersectivn Gapacity:Ufilization 47.6°/o ICLJ Level of Service A Analysis Period (min) 15 FT hiARRISON 1 DR�W 5f1612013 FUTURE SATURpAY MkD-0AY WITF� AQUARIUM Synchro 8 Re�ort RP Page 2 �,anes, Volumes, Timings 3: DAK AVEIOAKIOSCEOLA & CHESTNUT 511 512 0 1 3 �' -r� 'i� �" '- '� "''� � �"' � ,� .� .� . f. .,.,�. . . „ Lane Configurations �''� _ _ _ � �� Volume (vph} ' '8 14,57 0 0 0': 0: 0 58 ` 31 ` 11,8 0 0 Ideal Flow (vphplj 1900 1900 1900 1900 1900 �900 190� 1900 190a 1900 1900 1900 Lane Util. Factor ' 0.95 `0,95 1.00 �.00 1.00 ' 1.Q� ` 1.Da :: 1.OQ ? 1,00 4 97; 1;OQ �;aq _ ___.. Ped Sike �actor 1,00 0.97 0,98 Frf 0.953 ,,. ... ... Flt Protected 0.950 _ _ Satd. �low (prot) 0 3185 ' 0 ' 0:: 0 0 0' 1556 ' 0 309,4 '6 0 Flt Permitted 0,950 Safd,Flow(perm)` ' 0 '3185 ' 4 ' 0 : 0 0 0 1556 0' ' 3U�9 `0 =0 f�ight 7urn on Red Yes Yes Yes Y�s , , , Safd, Flow (RTOR) 19 : Link Speed (mph) 30 30 30 3� Lin[c pistance (ft) 5fi9 ` 669 >. 437 ' : 438 Travel Time (s) 12,9 15,2 9.9 14.0 Can�l. Peds :(#Ihr). 7 _ 29 7 Peaic Hour Factor 0,93 0.93 0,93 0,93 0.93 4.93 0.93 0.93 0.93 0.93 0,93 0.93 Growth F�GtOr '. 93°/0 100% 100% 100°/0 100°/0 '.�q4°/o ' 100% ' 106%' 10D%' 100°/0 104°/a 900% Adj. Flow (vph) 8 1567 0 0 0 0 0 62 33 127 0 0 Shared Lane Traffic (%o} ' Lane Group Flow (vph) 4 1575 Q 0 0 0 0 95 0 �27 0 0 Turn Type ' Perm NA - ? �[A,' Prot ': Profected Phases 2 4 1 _ . ,... _ .,, permift�d Phas�s` . 2 ` Detecfar Phase 2 2 4 1 ,_ Switch Piiase _ Minimum Initial (s} 4,0 4.0 4.0 4.0 Mimmum S�l�f (s) : 21.0 21 A 2�.0 ' 8.5 Totai S�lit (s) 84.0 84.0 21,0 95.0 Tofal S�fE (°/o) 70,0% 70.0°/a ! 17,5% :: 12.5%0 Maximum Green (sj 79.0 79.0 17,0 11.0 Yellow Time (s) '' 4.0 4.0 3.0.. 3:Q All-Red Time (s) 1 A �.0 1 A 1,0 I�ost Time Adjust (s) OA 0 0' ; 0,0 Tofal Lost Time (s) 5.0 4.0 �,0 _ _ _ _ LeadlLag_ l:ag l,ag Lead Lead-Lag Optimize? Yes Yes Yes Vehicle.Extension (s) 3,0 3A ` 3.0 3.0 Recall Mode C-Min C-Min None None Walk Time (s) 5.0 5.0 5.0 Flash Dont Walk (s) 11,0 11,0 11.0 _ __ Pedestrian Calls (#!hr) 0 0 0 `` Act Effct Green (s) 85,8 11.3 10,0 _ Acluafed gIC Ratio 0.72 ' ` OA9 ' 0.08 vlc Ftatio 0.69 0.58 0.50 Control Delay 12,6 ` 55.0 ' 59,1 Queue Delay 0,0 0,0 0,0 __ ___ _. "fotal Delay �2,6 55A 59.1 LOS B D E OAK AVElOSCEOLA & CNESTNUT 51712013 OAK AVE 1 CFiESTNUT FUTUR� PN3 PEAK WITH AQUARIUM 5ynchro 8 Re�ort }�p Page 1 Lanes, Valumes, Timings 3: OAK AVEIOAKIOSCEOLA & CHESTNUT �1��120�3 � � � � � � � E , �; Approach Delay ' 12.6 Approach I�OS B � � � � � � Area Type; � j CBD Cycle E.ength ,120; _ Actuated Cycle Lengt�; 120 Offsef 'q`(0%a); Referenced to phase 2:�BTL and 6;, Start of Green ' Natural Cycle: 75 Gontrol.Type Ac#uat�d ,�oordinated ` ' Maximum vlc Ratio; 0,69 Intersection S�gnal Dela �18.1 Infersecfion ,QS: B _ intersection Ca acii Utili�ati 63,2°/o ICU Level of YvPce B P Y Analysis'Period (min)15 ;: `_�� '- _ its and Phases; 3: OAK AVEIbAKIOSCEQLA & CHESTNUT OAK AVEIOSGEOLA & CHESTNUT 5l7120�3 OAK AVE I CFI�STNUT FUTURE PM PEAK WI7H AQUARIUM 5ynchro 8 Report RP Page 2 Lanes, Volumes, Timings 3: OAK AVEIOAKIOSCEOLA & CHESTNUT 5116/2013 �` -• � � *� � � t � � � � Lane Confgurations �'� "� �� Volume �!!P�� 9 1118 0 0 0 0; 0: 36 ; 20 ?22 0 0 Itleal Flaw (vphpl) 1900 1906 1940 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util;;Facfor Q.95 Q.95 1i.Q0 :1.00 1,0� 1 04 ` 1.00 1.00 : 1.00 4.97 1:00 1:00 _...... ... . Ped Bike Factar 1,00 0.97 0,9& Frt 0 951 Flt Protected 0.954 Satd, Flow (proty ` 0 3�85 4. 0" 0 a; 0 1551 0 3090 0 `0 Flt Permitted 0�9�� Satd. Flaw (permJ ' 0 3185 D 0 0 0` 0 1551 ` 0 3015 0 0 Right Turn on Red Yes Yes Yes Yes 5atd. Flow (RTOR) ' ' ' ; 20 ` Link Speed (mph) 30 30 30 30 Link �EStance (ft} . 569 669 '�437 438 Trave[ Time (s) 12.9 15,2 9.9 �OA canfl. Peds.:(#!nr) ' 7 29 `7 PeaEc Hour Factor 0.93 0,93 0.93 0.93 0.93 0,93 0,93 0.93 0.93 0.93 0,93 6.93 GroWth Faotor 93% 100°/0 100°/a `100°/0 �OQ% `104% 100°/a ' 100°/0 100.°/a: :100°/a ` 10Q°/a .' 100% Adj. Flow (vph} 9 1202 4 0 0 0 0 39 22 24 0 Q Shared Cane Tra�c (°/o) Lane Group Flow (vph) Q 12� � 0 0 0 0 0 61 0 2� 0 0 Turn;ype Perm NA NA Prot Protected Phases 2 4 1 _ _ __ Rermilted Phases 2 Detector Phase 2 2 4 1 _ Switch Phase Minimum Initial (s) 4.0 4.0 4.0 �.0 Minimum S�lit (sJ - ' 21,0 21.0 21.4 8,b Total Splif {s) 84,0 84.0 21 A 15.0 TafaiSplit(%) 70,0% 70;0°/0 '; 1�,5°/a'' 12.5°/a Maximum Green (s} 79.0 79.0 17.0 11.0 _ _ Ye11ow T[me (s) 4:0 4.0 _ ' 3,a 3.0 A!I-Red 7ime (s) �.0 9,4 3,0 1,0 Lost Time Adjust (s) ':!0.0 _ 0.,0:`: ' 0.0 Total Lost Time (s) 5.0 4.0 4,0 l.eadlLag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Vehicle �xtensian (sJ 3,0 3.� 3.0 3.0 Recall Mo�e C-Min GMin None None Walk Time (s} 5,0 5.0 `5.0 Flash Qont Wal1� (s) 11.0 91.0 11.0 _ Pedestrian Galls (#Ihr) 0 0 0 Act Effct Green (s) 98,5 8,8 6,4 __ Actuated gIC Ftatio 0.82 0,07 0.05 vlc Ratio 0.46 0.46 0.15 Contro! D�lay ' S,4 48.5 55,7 Queue Delay 0,0 0.0 0.0 Total Delay 5,4 ` �8.5 55.7 LOS A D E dAK AVE 1 CHESTNUT 511 612 0 1 3 F'U7URE SATURDAY MID-�AY WITH AQUARIU3N Synchro 8 Reporl Rp Page 1 L.anes, Volumes, Timings 3: UAK AVEIOAKIOSCEOLA & CHESTNUT 511 6120 1 3 Approach LOS � � � � � � � A t r� � 1 �8,� _ � �. ,.,, � �. Area Type; CBD Cycle Le€�gth:120 ' - Actuated Cycle Length; 120 Of€set, 0�0%), Referenced lo phase 2:�B7L and S:; Start of Green `' Naturaf Cycle; 60 _ Confrof Type: Actuated-Coordinated Maximum vlc Ratio: 0,46. Intersectior� Signal Del y: 8.4 , _ IntersECtio LOS; A Intersection Capacity Uti i�a.li Ps 52,0% ICU l.evel of �rvice' Ana[ysis Reriod {min)15 ; `�.�ry.� ' _ and Phases: 3; OAK AVEIOAKIOSCEOLA & CHESTNU7 .� OAK AVE I GHESTNUT 51�612013 FUTURE SATURDAY MID-DAY WITH AQUARIIJM Synchro 8 Repart RP Page 2 Lanes, Volumes, Timings 3: C�URT & OSCEOLA �1��120�3 .� �,. *�' �,. � .� Lane Configuratians ��"� � Volume �uph) 0 0 987 > 72 4' 242 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane 11til; Facfor 1:00 9;00 0.9'[ �.99 1,00 ` 1.�0 ..': _ _ _.._ . _ Ped Bike Factor 0.99 0,99 Fr# Q.990 ' ' Q.865 ' _, Flt Protected __ Sa#d. FEow �prat) ' 0 0 4492 0 4' �450 ;' FIE Permitted Satd. FEow (perm} 0 0 4492 0' 0;1430 ' Right Turn on Red Yes Yes _ . ...... ....... Satd. Flow (RTOR) ' 34 ` 979 Link Speed (mph} 30 30 34 Link Disfance (ft) : 552 665 ` 450 Travel Time (s) � 2.5 15,1 10,2 Confi. Petls, (#Lhr) ; 29 1 Peak Haur �actor 0.95 0.95 O,S5 0.95 0.95 0.95 , ;: Ad� Flow (vph) ' `0 0 1039 `' 76 ' 0 ' 255 '; , , Shared Lane Tra�ic {°/o) , l.ane Group Flow (vp�) ' 0 0 1115 0 0 255 Turn Type NA cusfom Protected Phases 6 Permilted Phases 4 Detecta� Fhase '; E 4 _ Switch Phase Min�mum Inifial Ls) '`4 0' 4A ` Min9mum Split (s} 20,5 20A Tatal ;Split (s) ':100 0 ' 20 0 _ .'.!, Tatal Split (°/o) 83.3% 16,7% _ Maximum Green,(s} ' 95 b ' �6.0 _ Yellow Time (sj 3,5 3,5 All Red Time �sl ,1,4 a.5 ' Lost Time Adjust (s) 0.0 0,0 __ _ Tatal l:ost Time (s) ; ' 4,5 4A LeadlLag _ _ __ _ _ _ _ _ _ Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 _ _ Recall Mode GMax None Walk Time (s) 5,0 5,0 _ �Iash Dont Walk (s} _ -11,0 � 1,0 Ped�strian Calls (#Ihr) 0 0 Ac# Effct Green (s) 99,5 12,0 Act�ated gIC Ratio 0,83 0.10 vIc Ratio `' 0,30 ` 0.84 Cantrol Delay 2,7 40.5 Queue Delay ' 0.0 0,0 ` _ Total Delay 2.7 40,5 I,OS ' A " , : . '. D i Approach Delay 2,7 COURT & OSGEOLA 51712013 FUTURE PM PEAK WITH A{�UARIUM Synchro 8 Report RP Page 1 Lanes, Voiumes, Timings 3: COURT & OSCEOLA 5115120�3 � � � � � � A, Area Type; CBD Cycle Length:120 Actuated,Cycle Length:120 Offset: 0(0°/0), Referenced to phase 2: and 6:WBT, Start of Green Natural Cycle: 45 ` Control Type: Actuatetl-Coordinated _ _ _ Maximum vlcRatia 0,84 " Intersection Signal Del : 9,7 Intersectia( �LOS; A Intersection Capacity Utili f n�7,4° 1CU I�evel a# ervice �4 . . Analysis Period (min)15 � and Phases: 3: COURT & OSCEOL.A COURT & OSC�OLA 517/2043 FUTURE PM PEAK WITH AQUARIUM Synchro 8 Report RP Page 2 Lanes, Vofumes, Timings 3: COURT & OSCE4LA � � � � � � 5/1612013 �ane Canfigurations ��:, � Uolume (vph) `0 : 0 9296 112 6 974 ' ,: . . ... .. Ideal Ffow (vphpl) 1900 1900 1900 1900 1904 1940 Lane Util:'Factor :; 1:00 1:00 `0:9� �.91 .1,Oa 1.00 ' _,... , .... Ped Bike F'acfor 0,99 0.99 , , Frf 0.988 0 865 ..::' Flt Protecfed Satd, �low (prot) ' 0 0 �4�70 0 0 .145� ' ; Flt Permitted Satd, Flow (perm) ` !> ' 0 0 4470 0 0 1429 : ' Right Turn on Red Yes Yes _ _ ___ _ _ _ __ ._ Satd. Flow (RTOR) 22 ' 67 _ Link Speed 4mph} 30 30 30 �.ink pistance (ft) 552 665 ` 450 Travel Time (s) 12.5 15.1 9Q.2 _ Co.nfl,:Peds, (#!hr) 29 1 Peak Hour Factor 0.95 0,95 0,95 0.95 0.95 0,95 _ _ _ __ _ _ Ad� Flpw (vph) 0 0 1364 118 0 183 Shared Lane Traffic (%) _ Lane Group Ffo+� (vpf�j 4 ' 0 1482 0 0 183 ' Turn Type �A custom Proiected.:Phases' 6 Permitted Phases 4 �eteetor Phase ' B : 4 Switch �hase _ Minimum initial (s) 4,0 : �A Minimum Splif (s) 20.5 _ 20A Tota! Split.(s} ; 100,0 40.0 ` Totaf SpGf (%) 7�,4% 2$.6% _ Maximum Green (s) 85,5 ` 36,0 Yellow 7ime (s} 3,5 3.5 _ All-Red;'fime ts) 1.0 0.5 �.osc T��;e A��usr (s� o,o a.o Total E.ost Time (s) ` 4.5 4A ` LeadlLag _ _ __ Lead-Lag Opiimize7 Vehicle Exkension (s) 3.0 3.0 Recall Mode _ GMax None Walk Time (s) 5.0 5,0 Flash Dont Wa1k (s) � 1.0 11,0 Pedestrian Calls (#!hr) 0 0 _ _ _ Act Effct Green �sj _ 11�.2 17.3 Actuated gIC Ratio 0.$2 0,12 _ vlc Ratio 0.41 ' 0,78 Conirol pelay 4.3 58.4 Queue Delay ' 0,0 0.0 `: Total Delay 4,3 58.4 I.OS A : E Appraach Delay 4.3 OSCEOLA AVE I COURT 511 612 0 1 3 FUTURE SATU�tnAY MID-l]AY WITH AQUARIU�I Synchro 8 Report RP Page 9 Lanes, Volumes, Timings 3: COURT & OSCEOLA � � �rt— � � � Ar�a Type; CBD _ CycEe Length;140 _ _ Acfuated Cycle Leng#h: �40 Offset: 0(0%), Referenced fo phase 2: and 6:WBT, Slart of Green Natural Cycle: 45' Control Type: Actuaietl-Coordinated Maximum vlc Ra#io; 4,78 : `'�� lntersection Signal DelaY�� 10�.3 '� Intersecti�LOS; B Intersection Capacify Utilizaii n 50.0° ICLI Level of�Se.Cy� A Analysis Period (min) �5 �. its and Phases: 3: COi1RT & OSCEOLA 5/16/2413 05CEOLA AVE 1 COURT 511612�13 �UTUR� SATURDAY Mlb-pAY WI7H AQUARIUM Synchro 8 Report RP Page 2 All-Way Stop Cont�•ol Pa�e 1 of 1 ALL-WAY STOP CONTROL ANALYSIS Generai Information Site Inforrttation nal st RP Intersection OSCEOLA /PlERCE enc lCo. GCC urisdiction CLVVT'R Date Performed 5/45/2013 nal sis Year FUTUR� WlTN AQUARlUM nal sis Time Period PM PEAK Pro'ect ID EasUWesS Street: PIERCE ST NorthlSouth Sireet: OSCEOLA AVE' olume Ad'ustments and 5ite Characteristics roach Eestbound Wesibound Movement L T R L T R olume (vehlh) 35 97 68 �4�4 29 21 %Thrus Left l.ane roach Northbound 5outhbound Movement L T R L T R olume {vehlh) 43 934 56 24 180 27 °/aThrus Left Lane �astbound Wesibound Nofthbound 5outhbound L1 L2 L1 L2 L1 l.2 L1 L2 Coniiguration �.TR LTR L TR L TR P�tF 0, 78 0. 78 0, 78 0. 78 0. 78 a.7$ Flow Raie (vehlh) 752 108 55 242 30 264 % Heavy VehicEes 2 2 2 2 2 2 No. Lanes 9 9 2 2 Geometry Group 2 2 5 5 Ouration, T �.25 Saturatian Headwa Ad'ustment Worksheet Prop. Leti-Turns Q.3 Q.� �.� a.Q 1.� �.� Prop. Righi-Tums Q.6 �.2 �.a �.3 �.a Q.1 Prop. Heavy Vehicle 0. 0 0.0 0.0 0. 0 0.0 0.0 i�LT-adj Q. 2 �. 2 Zl.2 �. 2 �. Jr' 0, Jr 0. Jr �. Jr �RT-adj -O.S -0.6 -0.6 -0.6 -0.7 -0.7 -0.7 -0.7 hHV-adj 9. 7 9. 7 1.7 1. % 9.7 1.7 9.7 9.7 had], computed -0.3 -0, 0 0.5 -0.2 0. 5 -0. 9 De arture Headwa and Ser�ice 1'ime hd, initial �alue (s) 3.20 3.20 3.20 3�20 3.20 3.20 , initiaj 0.14 0.10 0, 05 0.22 0.03 0.23 hd, ina� value (s) 5, 35 5. 67 6,17 5.45 6.17 5. 57 , rns� �alu� 0.23 0.17 D. 09 0.37 0.05 0. 4 9 Move-up time, m(s) 2.0 2.0 2.3 2.3 service Time, is (s) 3.3 3, 7 3. 9 3.2 3, 9 3. 3 Ca aci and Lerrel of Service Eastbound Westbound Norihbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (�eh«) �402 358 3Q5 492 280 594 Delay(slveh} 9.9Q 9.83 9.59 11.27 9,20 92.06 L05 ,4 ,4 f� � A B pproach: Delay (slveh) g, gQ 9. 83 10. 95 9 9. %7 L05 ,4, ,�i ^ f3 B Iniersectian Delay (sl�eh) ��.9� o Inlerseclion LOS � B Copyright �O 2007 Universily of Florida, All Righls Reserved NCS+T�W'Version 5.3 Gene:afed: 5I15I2013 2:44 F'M file:1/1C:/Users/�•pergolizzi/AppData/Local/Temp/u2kA405.tmp 5/1 SI2013 All-Way Stop Control Page 1 of I ALL-WAY STOP CONTROL ANALYSIS CeneraE Information Site Information nal si RP Intersection OSCE'OLA/F'IERCE enc lCo. GCC urisdiotion CLWTR Date Performed 5/16/2013 nal sis Year FUTURE WlTH AQUARIUM nal sis Time Period SATURDAY M!D-DAY Pro�ect ID EastlWesl Street: AlERCE ST NorthlSouth Street: OSCEOLA AVE' olume Ad'ustments and Site Characteristics roach Eastbound Westbound Movemeni L T R L T R a�ume (�eh�h) 19 10 36 43 7 21 %Thrus Left Lane roach Norihbound Southbound Movemeni L T R L T R alume (vehlh) 82 39 32 33 962 36 %Thrus Left Lane Eastbpund Weslbound Nofthbound Soufhbound L1 L2 L1 L2 L1 1.2 L1 L2 Confguration L7"R LTR L TR L TR PHF 0.86 0.86 0.86 O.S6 0.86 0.86 Flow Raie {vehlh) 7� 89 95 73 38 229 % Hea�y Vehicles 2 2 2 2 2 2 No. Lanes 1 1 2 2 Gearnefry Graup 2 2 5 J� Duration, T Q,�5 Saturation Headwa Ad'ustment Worksheet Prop. Left-Turns Q. 3 Q 6 �. (l �. Q i. Q Q � Prop. Right-Turns 0. 6 0.3 O.O O, 5 O.0 0.2 Prop. Heavy Vehicle 0. 0 0, 0 0.0 0. 0 0. 0 0.0 hLT-adj Q,2 �,2 Q.2 �.� �.Jr �.Jr Q,5 QJr hR�-adj -O.E -0.6 -0.6 -0,6 -0.7 -0.7 -0.7 -0.7 hHV-adj 1,7 1,7 1.7 9.7 9.% 1.7 1.7 9.7 hadj, computed -O.� -O.O �.5 -�.� Q.J� -�. i De arture Headwa and Service Time hd, iniiial va�ue (s) 3.20 3.20 3.20 3.20 3.20 3.20 , iniiia� 0.07 0.07 0.08 4.06 0.03 0.20 hd, flnaf value (s) 4.82 5.02 5.7� 4.84 5.62 4.99 , flnal value 0.10 0. 9 9 0.15 D. 90 0, 06 0, 32 Move-up time, m(s} 2.Q 2,Q 2.3 2.3 service Time, ts (s) 2.8 3.0 3.4 2.5 3.3 2. 7 Ca aci and Level of Service Eastbound Westbound Norihbound 5outhbound L1 L2 L1 L2 L1 L2 l.1 L2 Capacity (vehlh) 324 339 345 323 288 479 Delay{slveh) 8.35 8.&6 9.41 8.07 8.67 9.99 �.os A A A A A A pproach: Delay (slveh) 8.35 8.66 8.83 9.84 �os q q .�-. �.�„ A A Interseciion Delay (slveh) 9.18 Interseciion LOS A Copyright OO 20D7 University of Florida, All Rights Reseroed 1-ICS*TM-'Version 5.3 Generaied: 5/16/2013 8:33 AM fiie:1//C:/Userslrpe�•galizzilAppData/Local/Tenlp/u2k& 1 F6.tmp 5/16/2013 Lanes, Vo(umes, Timings 3: OSCEOLA & CLEVELAND 5115/2013 � -�' �`t t� � � � � � �"' # "'� l.ane Configurations � �r � � � � _� � _ _ Volume (Vph} 5 ' 6 8 43 9A� 33 2 180 ; 20 ` 20 '�83 10 _ Ideal Ffaw (vphpl) 1900 1900 �900 1900 1900 �900 1906 9900 1900 1900 1940 190� l:ane Ulil:;Factar 1;U0 1,00 1:00 1 00 �.00 9.00 1.D0 ' 1,00 ' 1,00 1 04 ��00 1:Oa Ped Bike Factor 0,94 0,96 0.95 0.94 0,98 4.99 0.97 �.00 _ ... . _ _ _ Fr# `a.916 0 8S& ' 4,983 ' 0.992 Flf Prolected O.S50 0.950 0.950 �.950 _ Satd. Ffow (prot) ' 9394 ' 1292 0 1593 �412 0` 1593 1637 ' 0' 1593 �659 � Fll Permilted 0,930 0,930 0,615 0.624 Satd. F[ow (perm) , 1279 '.1292 0 1485 1412 .`: D 1013 ` 163Z ' D:. 1016 9659 . 0 Right Turn on Red Yes Yes Yss Yes Satd. �low (R70R) 9 39 13 6 Link Speed (mph) 30 30 30 30 __ Link Distance (ft) 51fi 624 ' 386 472 Travel 7ime (s) 11,7 14,2 8,8 10.7 Confl, Peds. (#liir} 36 26 26 :: 36 13 ;` 21 2� 13 Peak Hour Factor 0,84 0,84 0.94 0,84 0.84 0,8A 0.$4 0.84 0.84 0,84 0.84 0,$4 , Parking (�lhr) 5 5 5 Adj, Flaw (vph) 6 7 9 5� �7 39 2 190 24 24 218 12 Shared Lar�e Traf€ic (°/oy Lane Group Flaw (vph) 6 16 0 51 56 0 2 214 0 24 230 Q ,. Turn T e ' Perm NA Perm NA Perm '• NA Perm NA ,; Y� Protecied Phases 4 8 2 6 _ __ Pe�mitEed Phases 4 ' 8 2' _ 6 Detector Phas� 4 4 8 8 2 2 6 6 _ Switch `Phase Minimum Initial (s) 4,0 �.0 4.0 4,0 4,0 4.0 4,0 4.0 Minimum Split (s) ?20.5 20.5 2�.5 20.5 20.5 20.� 20.5 20,5 Total Split (s) 30.0 30.0 30.0 34.0 30,0 30.0 30.0 30,0 TqtaE Splif (°/o) ` 50�0% 50,0% 50,4% `50.0% 5Q,0°/o 50.0°/a'' ': 54,0°/0 50,4% Maximum Green (s) 25.5 25.5 25,5 25.5 25.5 25,5 25.5 25.5 Ye�low 1'ime (s) ;, ,3,5. 3.5. '. 3.5. ', 3.5,... ; 3 5 3 5.'... 3.5. 3.5 AI!-Red Time {s) 1A �.Q 1,0 1,0 1.0 1A 1.0 1.0 Losf T�r�e Adjusf (s) _ OA QA OA �.0 0.0 0.0' 0.0 OA 7otal �.ost Time (s} 4,5 4,5 4.5 4,5 4.5 4.5 4,5 4,5 LeadlLag Lead-Lag Optimize? _ Veh'icle Extension (s) 3.0 3,0 3.0 '; 3.0 ' 3.0 3A 3.0 3.0 Recall Mode None None �lone None Min Min Min Min Walk Time (s) 5.0 5A 5.0 ' 5.0 5.0 5A '` 5.4 5.0 Flash Dont Walk (s} 11.0 � 1.0 11.0 11.6 1�.0 11,0 11.6 11.0 P�deslrian Calis (#Ihr) 0 0 0 0 0 0 0 ` � Act �ffct Green (s) 6.8 6.8 6.9 6.9 18.9 18.9 18.9 18,9 ACtualed gIC Ratio 0.2� 0,24 0.24 a,24 ` 0,67 0.67 ' 0.67 0,67 vlc Ratio 0,02 0,05 0.14 0,15 0.00 0,20 0.04 0.29 Caniro[,pelay 8.6 6.4 9.3 ' S.5 5,0 5.1-` 5.3 5.3 Queue Delay 0.0 0.0 0,0 0.0 0,0 0.0 0.0 0.0 Total Delay 8A `: 6.4 9,3 ` 5.5 ` 5A 5.1 ` 5.3 5.3 LOS A A A A A A A A OSC�OLA & CLEVELAND 5/8/2013 dSCEOLA 1 CLEVELA3VD FUTURE WITH AQUAftlUM Synchro 8 Fteport RP -�� ,� ��- Page 1 �- �= ��-A �.ar��s, Volumes, Timings 3: OSCEOLA & CLEVELAND 5I�5iza�3 � � � Rp�rnach Delay ,' 6.8 ;. Approach LOS A � � �- �i 1` � � � � 3 5.1. ' .: A_ A .„ , ,.. Area Type; CBD Cycfe Lengfh. 6Q ` , Actuated Cycle Length; 28.3 �aiural Cycle �5': Control Type; Actuafed-Uncoordinated Maximu�i vlc Ratio 0,21 '' , �„�„ � _�. - lntersection Signal �ela . 5,6 -� � Intersectia `LOS: A in#erseciion Capac�ty Ut 1'izat o 38,1 % ICU Level 0 5ervi e A Analysis Period (min)15 �''-" � �'�` A OSCE0�,4 & CLEVELAND 5I$12013 OSCEOLA 1 CLEVELAiUD FUTUR� WITW AQUARIUM Synchro $ Report RP Page 2 Lanes, Volum�s, Timings 3: OSCEOI�A & CLEVELAND 511 612 0 1 3 � �' .�'�' f'� .�-- '�"` "'� I 1�" �" � '"� i.ane Configurations �j "�r '� "� � '� � "� , Vofurr�e {vph) ' B 11 - 21 39 26 . 22 '°, 3 63 8;' 28 �7$ 14 Ideal Flow (vphpl) 190p 190a �960 �900 1900 190Q �900 190Q 9900 �900 1900 1900 Lane lJtil: Factor 1:Q0 1,00 1,Q0 1 OQ '1 00 ,;1.00 ` 1.40 1,OQ i 1.00 1.40 1;OQ 1:00, Ped Bike Factor 0,87 0,86 0,81 0.93 0,96 0.99 0,93 p.99 ,. Frt 0.906 0.930 ` 0.982: �:989 Flt Protected 0.950 0.950 0.950 0.950 _ _ Satd. F1ow (prot) '1394 ` 1145 0 1593 1444 0- 1593 1627 ' 0 1593 �649 0 Flt Permittad 0.930 0.930 0.616 0.702 Satd. Flow (perm)' 1184 "` 1��5 0 1256 1444 0 995 ; 1627 0 9 b93 � 649 0 Right Turn on Red Yes Yes Yes Yes __ _ _ _ _ _ _ .._ _ 5atd. Flow (RT(�R) 22 26 < 9Q 8 Link Speed (mph) 30 30 30 30 __ _ Link`Distance (ft) 51fi 624 386 4T2 7ravel Time {s) 11,7 14.2 8,8 10.7 Confl, Peds; (#Ihr) 76 109 109 76 27 ' 43 43 '; :27 Peak Hour Factor 6.84 0.84 0.94 0,84 0,84 0.84 0,84 0.84 0,84 0.84 0.84 0,84 Park[r�g {#Ihr} 5 5 5 _ Adj, Flow (vph) 7 13 22 37 30 26 4 75 10 33 212 17 _ , , , Shared Lane 7raffic (%) ' Lane Gra�p Flow (vph) 7 35 4 37 56 0 4 85 0 33 229 0 Turn Type . Perm ' NA : Perm - NA ; :' Perm NA Rerm NA Protecled Phases 4 8 2 6 __ Permitked Phases 4 8 2 .6 Detector Phase 4 4 8 8 2 2 S 6 Switch Phase Minimum Initial (s) 4,0 �.0 4,0 4.0 4A 4,0 4.0 4,0 Minimum Split(s) 20,5 20,5 ':20.5 ;20.5 ; 20.5 2Q;5 : 20.5 20.5 Total Split (s) 30.0 30,0 30,0 30.0 30.0 30.a 3D.0 30,0 Total..Split (°/o) :: 50:Q% 50,0% 50A°/o 50.D°/n .' `.:50.0%. ' 50.0°/0`... 50.0°/0 54,Q°/o Maximum Green (s} 25,5 25,5 25.5 25.5 25.5 25.b 25.5 25.5 _ __ Yellaw Time �s) ` 3,5 3.5 3.5 ; 3.5 ' ' 3 5' 3.5 ! 3;b 3.5 All-Red Time (s) 1.0 1.0 1.0 1,0 1,0 1,0 1,0 1.0 Lost Time Adjust {s) 0.0 OA 0.0 OA '; 0,0 0.0 '' 4.0 ' 6.0 Totaf Lost Time (s) 4.5 4.5 4,5 4,5 4,5 4,5 4,5 4.5 _ _ __ _ __ _ Leadlk�ag , _ _ ` Lead-Lag Optimize? Vehicle �xtension (sJ 3.0 3A 3,0 3.0 3.Q 3.0 3.0 3.0 Recall Mode None None None None Min Mir� Min Min Walk Time (s} 5.0 5.0 5A 5.0 5.0 5A 5.0 ' S,0 Flash Dont Walk �s) 11.0 11,0 11,0 11.0 11.0 11.0 1�.4 11,0 __ _ _ .. Pedestria� Cails (#lhr) ' 0 0 4 d 0,` 0 0 � Act Effct Green (s) fi.7 6,7 6.7 6.7 18.6 18,6 18,6 18,6 Acfuated gIC Ratio 0.24 0.24 0.24 a,24 0,66 0,66 0.66 0.66 ' ? v!c Ratio 0,02 0.12 0.12 0,15 OA1 0,08 0.45 0.21 Control pe[ay : -8.2 6.2 3.3 6.7 5,0 4,6 5,2 ` 5.2 Queue Delay 0,0 0.0 0.0 0,0 0,0 0,0 0,0 0.6 Total Delay 8.2 6.2 ` 8.3 6,7 5.0 4,6 5.2 ` 5.2 I.OS A A A A A A A A OSC�OI.A AV� 1 CLEVELAND 5/16/2013 FUTURE SATURDAY MID-DAY WITH AQUARIUM Synchro 8 Report RP Page 1 Lanes, Volumes, Timings 3: OSCEOLA & CLEVELAND 511 612 0 1 3 � �" �`t � � �' � I /� �w � � Approach Delay ' >'6 6 Approach �OS A 7 4 7 :' S:2 A A A Area Type: CSD _ _ Cycle Length; 60 - _. _ < Actualed Cycle Length; 28 i�atural Cycle: 45:` _ Control Type, Actuated-Uncaordinated , �,�<. �.°.�� Maximum� vlc Ratio, 0,21�.e �� ,�° Intersection Signal Del��7,�� .u; .., Intersecti&n LOS A�` ]ntersection Capacity Utilizati�n 33.2°/a� ICU Level of`�ervice A Analysis Period �min)15 _.._ � OSCEOLA AVE ! CLEVELAND 51�612013 FUTURE SATURQAY MID-DAY WITH AQUARIUM Synchro 8 Report RP Page 2 Lar�es, Volumes, Timings 3: OSCEOLA & DREW 511 5120 1 3 -� -� � � � �" � ? � � 1 � � �� Lane Configurafions � � � � � Volume (vph} '0 ?10 ' i `169 13 ` 20 5 22 150 22 39 ;'`4 IdealFlow(vphpl) 1900 19�4 �900 1900 1900 1900 1900 9900 1900 190Q �90p 1900 Lane Ufil: Factor 1!00 1:00 1 QO 9.00 1.04 i 1.00 ' 1.D0 1.00 1.00: 1.00 1;00 1:00 -. _ , Ped Bike Factor 0.98 0,97 0.96 0.97 0,99 _ __ _ __ F.ri 0,943 Q.850 0.$86 ;0.993 Flf Protected 0.956 0.999 0.983 _ _ . _ _ _ Said.Flow�prot) 4 3549 0 0'1fiO3 1425 : 0 1438 0- ;' Q`'1629 0 Flt Permifted 0.728 0,988 0.814 Satd. Flow (perm}' `0 `15�9 ` 0' 0 1189 1371 ` 0 1420 Q 0 93�3 0 Right Turn on Red Yes Yes Yes Yes ,.. Satd. Flow (RTO�t) 8 36 : 169 4 Link Speed (mphJ 30 30 30 30 _ Link Distance (ft} : 787 993 �83 ' S07 Travel Time (s) 17.9 22,6 11.6 11,5 Confl, Peds, (#lhr) 33 20 20 �3 48 12 32 48 Peak Hour Factor 0.89 0,89 0.89 0.89 0.89 0.89 0,89 0.89 0,89 0,89 0.89 0.89 Adj. �lov� �vph) ` 0 ' 91 8 190 '; 15 22 ' 6' 25 �fi9 `25 44 4 Shared Lane Tra#fic (%) Lane Group Flow (v�h} `` ' 0 99 0 0` 205 : 22 ` 0' 200 0 0 73 0 �nter Blocked Intersection No No No No No No No iVo No No No No LaneRlfgnment ' Left Leff `Right l,eft Leff Right Left ; Left ' Right Left 'Left �tight Median Width(ft) 0 0 0 0 , .._ , Gink Offset(ft) _ 0 ` 0 Q ' 6 Crosswalk Witlth(ft) 16 16 16 16 Two way Leff :Turn Lane �leadway Factor 1,14 L1�4 1.14 1.14 1,14 1,14 1.14 1.14 1,14 1,14 1.1� 1.�� Turning S�eetl (mph) 7 5 9 15 9; 15 ;` 9 15 . 9 Turn Type Perm NA Perm NA Perrr► Perm NA Perm iVA ,. Protecfed Phases 4 8 2 6 Permitfed Phases 4 8 8 2 6 Detecfor Phase ' _; 4 4 , 8 8 8`,' 2` 2, ;;6 ' S _.. Switch Phase Minimum lriitial (s) 4.0 4.Q ` 4.0 ' 4.Q 4A ' 4.0 '• 4:0 4,0 '4.0 Minimum Split (s) 20.5 20,5 20.5 20.5 20.5 20,5 20,5 20,5 20.5 Total S�lit (s) 24.5 24.5 24.5 24.5 : 24,5 20,5 20,5 ' :` 20.5 20,6 TOtal S�IIt {%) 54.4°/a 54.4% 54.4% 54.4% 54,�°/a 45.6°/0 45.6% 45,6°/a 45.6% _ _ Maximum Green (s} ` 20A 20.0 .20,0 20.6 : 20.0 16,0 16,0 16A ` 16.0 Yellow Time (s) 3.b 3.5 3.5 3.5 3.5 3,5 3,5 3.5 3,5 AI1-Red: Time (s) : 1 A �.� 1.0 . 1.0 ' 1.0 ' 9.0 1.O r 1.0 1.0 Losf Time Adjust (s) 0,0 0,0 0,0 0.0 0.0 Total �:ost Time (s) 4.5 ` 4.5 ` 4.5 4.5 4.5 LeadlLag _ Lead-Lag Qptimize? Vehicle Extension (s} 3,0 3,0 3.0 3A 3,D 3.0 3.4 3,a 3,0 Recall Mode None ' None None ' None Nane ` None None ' None None _. Walk Time (s) 5A 5,0 5,0 5,0 5.0 5.0 5.Q 5.0 5.0 _. FlashDontWalk(s) .�1.0 �9A 11.0 �9A ' 11,0 `�1.0 1�A 17,0 11.0 PedesErian Calls (#Ihr) 0 0 0 0 0 0 0 0 0 OSCEOLA & l7f2�W 51$12013 OSGEOLA 1 DREW �UTURE WITH AQUARILIM Synchro 8 Reporf RP Page 1 Lanes, Volumes, Timings 3: OSCEOLA & DREW 5/1512013 � -� ,� �' ""_ '� � � �" �. �, .� Act Effcf;Green (s) 93 ',10.2 1D,2 ' 7.G T;6 Actuated gIC Ratio 0,39 0.42 0.42 0.32 0.32 V1c Ratio 0.03 0,�41 4,04 ' : 0.36 Q.97 ,..:.: _ Control Delay 4.5 8.6 2,1 4.9 8,8 Queue Qelay `�.0 0.0 : D,D : 0.0 0,4 Tofal Delay 4.5 8.6 2,1 4.9 8.8 _ LOS A _ A A: A A - , ....:... Approach Delay 4.5 8.0 h.9 8,8 Approach I.OS A ' A A A Area Type CBD ;' Cycle Length: �5 Acfuated Cyc[e L:ength: 24 Natural Gycle; 45 Gontrvl Type. Actuated-Uncaordinated Maximum vlc Ratio; 0.41 ��- `�"�' Intersection Signal Delay 6° P� Intersection L S; A Intersection Capacify Utilizalf - 41,,5% ICU Level of S�rv c Analysis Period (minj 15 OSCEOLA & DREW 5/8/2413 OSCEOLA I DREW FUTURE WITH AQUARIUM Synchro 8 Report RP Page 2 Lanes, Volumes, Timings 3: OSCEOLA & DREW 51�612013 � ~~� � � � � � � � � i *� Lane Configurations � �' �' �' � Volume (vPh) 2 19 7 ' 187 ; � 7 42 ' 8 i; 13 ; 48 ` 22 2$ '7 ItleaE Flow (vphpl) 1900 1900 1900 1900 1900 1900 9500 1900 1900 1900 1900 1900 Lane Ufil. �'actor �:00 1':00 �:00 '1.40 1.00 1.OQ 1.00 1,00 1.00': 1:00 1:00 1:00 _ ... ..... .. . _ ..... . _ . . . Ped Bike Factor 0.98 0.96 0.94 0,95 0.97 Frt 0.965 0$5Q ' `: 0.907 '' ; 0.9$3 Flt Protected 0.997 0,956 0.994 0,981 _ Satd, Flow (prof) ; 4 1588 0 ' Q 1603 �425 : 0' 1462 ; � 0 1586 0 �It Permitted 0.95� Satd. Flow (Perm)` : 0 7516 0 0 �616 ;1338 0 1450 0 ` 0 160� 0 �2ight Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) ` 8 ' ` �7 '; ` 54 `' $ l.ink 5peed (mphj 30 30 30 30 _ Link Distance (fl) 787 993 ' 483 b07 Travel Time (s) 17,9 22,6 11.6 11.5 Confl. Peds: (#Ihr) 30 :`29 29 3Q ` 94 2Q 2D 94 �eak Hour Factor 0.89 0,89 0,89 0,89 0.89 0,89 0,89 0,89 0.89 0,89 0,89 0,89 Adj. Flow (vph) ` ' 2 21 8 290 19 ` 47 9 15 54 25 31 8 Shared Lane Traffic (%) Lane Group Flow (vph) 0 31 D 0 229 47 0 78 0 0 64 0 Turn Type Perm NA Perm NA Perm Perm NA Perm NA Protected Phases 4 - 8' 2 :6 Permiitetl Phases 4 8 8 2 6 __ __ _ _ _ _ _ _ __ _ _ _ Detectar Ahase ; 4 4 8 8 8 2` 2 6 6 Switch Phase Minimum inilial (s} 4A 4,0 4A 4.0 4.0 ; 4.0 '. �.D �,0 �4A Minimum Splil (s) 20,5 20,5 20,5 20.5 20.5 20,5 20.5 20.5 20.6 Total Split (s} 24.5 24.5 24.5 24.5 24.5 ' 2p.5 : 20.5 20.5 20.5 TOtal S�IIt (%} 5�.4°/0 54.�% 54.4% 5�.4% 5�4.�% �5.6°/a �45.6% 45.6°/a 45.6% Maximum Green. (s) 20A 2DA - 20,0 20.0 20.0 16A 16.0 16:0 16.0 Yellow Time (s) 3,5 3.5 3,5 3.5 3.5 3.5 3.5 3.5 3.5 _ __ All-Red Time (s) . 1.0 1.0 1.0 1.0 1.0 ' 9,0 1.0 1,0 1.0 L.ost iime Adjust (s) 0,0 0.0 0.0 0.0 0,0 Tatal Last Time (s) 4.5 _ 4.5 4.5 4.5 _ 4.5 LeadlLag Lead-Lag Qptimize? Vehicle Extension �s) 3,0 3,0 3,0 3.0 3.0 3,0 3,0 3,0 3,4 Recall Mode ` ' ' None Nane ` None Nane None ' Nane None None `None ` Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5,0 5.0 5,0 5,0 Fiash DontWalk �s) 19,0 11,0 ` 11A 11.0 '` 11.0 11.0 1�.Q 91.0 11.0 Pedestrian Calis (#Ihr) 0 0 0 0 0 0 0 0 0 Act Effct Green (s) '` 9,4 16.9 10.9 7.8 7.9 Actuated gIC Ratio 0.�6 0,53 Q.53 0.38 0.38 vlcRafio' ` 0.04 , , , 0,27 0,06 `0,93 0.90 Control Delay 3,9 4.9 2.3 5.2 7,5 u�u� e ay ` ; 7otal qelay 3,9 4.9 2.3 5.2 7,5 L05 A '. A:: . A.: : A..: A Approach Delay 3.9 4.4 5.2 7,5 OSCEOLA 1 DREW 5/1612013 FUTURE SATURDAY MID-DAY WITH AQUARIUM Synchro 8 Report RP Page 1 Lan�s, Valumes, Timings 3: 4SCE4LA & DREW � � � � � � � � A ` ;:; A ;: Area Type: ` CBD ' Cycie Length; 45 Acfuafed Cycle Length: 20,6 ' Natural Cycle; 45 ControLType; ;Actu ated-U ncoordin ated Maxir�um vlc Ratio 0 27 � � , ,.. - In#ersectian S9gnal Delay 5 [n#ecsecUon�.OS A Inters�ction Capacity lJfilizatio � 44.8% � ICU Level of S�rvsee R Analysis Period (min� 15 ` ::� � 5f1612013 � � � � ;A OSCEOLA 1 DREW 511 612 01 3 FUTURE SATURDAY MID-DAY WITH AQUARIUM Synchra 8 Report RP Page 2 Two-Way Stop Controt Page 1 of J. TWO-WAY STOP CONTROL SUMMARY General fnformation Site Information nal st RP Intersection PlERCE/PARKING enc ICo. GCC GARAGE Jurisdiction CL WTR Date Perfarmed 5/95/2093 nal sis Year FUTURE WITH AQUARlUM nal sis Time Period PM PEAK Pro'ect C�escri tion EastlWest Street: PIERCE 5T NorthlSouth Street: GARAG� DRlV�EWRY Intersection Orientation; East-West Stud Period hrs : 0.25 ehicle Volumes and Ad'ustmenfis Ma'or Street �astbound Westbvund Movement 1 2 3 4 5 6 L 7 R L T R olume �ehlh 30 0 50 49 Pealc-Hour Factor, PHF ?.00 0.90 1.00 0.90 0.90 1.00 Hourly Flow Rate, HFF2 Q 33 p 55 45 0 vehlh Percent Heav Vehicies D -- -- 2 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 7 0 0 9 0 Configuration TR LT iJ stream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 19 12 L T R L T R olume �ehlh 0 90 Peak-Hour Factor, PHF 9A0 1.00 0.90 9.00 1 AO 1.00 Houriy Flow Rate, HFR � 0 900 0 0 0 vehlh Percenk Heavy Vehicles 0 0 2 0 0 0 Percent Grade {%) D � F[ared Approach N N Starage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Dela , Queue Len th, and Le�el of Service pproach Eastbound Westbound Norihbound Southbound Mo�ement 1 4 7 $ 9 1 a 11 12 Lane Configuration LT LR (vehlh) 55 900 C (m) (vehlh) 9579 9041 Ic 0. 03 �.10 95% queue length 0,=9^1� 0,32 Control D�lay (slveh) 7.4 8.8 LOS p , _....�. � pproach L7elay (sl�eh) -- -- 8,8 � � pproach LOS -- -- A � Cnnvrinhl (cl 9flf}7 3lniverciFv nf Flnriria AII RIfSIIIC RPAPNAfI urc� M"� ��o��;,,,, � z Generaied: 5115I2013 3:00 PI411 file:///C:/L7se�•slzpergolizzi/�1ppDatalLocal/Temp/u2kBAD0.tinp 5/15/2013 Two-Way Stop Co�ltrol Page 1 of 1 TW4-WAY STOP CONTROL. SUMMARY General Infarmation 5ite fnformation nal st RP Intersection PIERCE/PARKlNG enc ICo. GCC GARAGE Date PerFormed 5/96/2013 Jurisdictian CLWTR nal sis Time Period SATURDAY M1D-DAY nal sis Year FU7URE WITH AQUARlUM Pro'ect Descri tion East/West Street: PIERCE ST NorthlSo�fh Street, GARAGE DRlV�'WAY l�tersection Orientation: �'asf-West Stud Period hrs : 0,25 ehicle Volumes and Ad`ustmen�s Ma'or Street Eastbound Weskbound Movement 9 2 3 4 5 6 L T R L T R oiume vehlh 21 0 7 94 19 Peak-Hour Factor, PHF 1.00 0.90 1.Od 0.90 0.90 9.00 Hourly Flow Rate, HFR D 23 0 126 12 0 vehlh Percent Hea�y Vehicfes D -- -- 2 -- -- Median 7ype Undivided RT Channelized 0 0 Lanes D 1 D 0 9 0 Configuration TR LT U stream Si nal 0 0 Minor Street Narthbound Sou#hbound Movement 7 8 9 10 91 12 L 7 R L T R oEume vehlh 0 44 Peak-Nour Factor, PHF 9.00 1.00 0.90 9.00 9.00 1.00 Hourly Flow Rate, HFR � D 48 0 0 0 �ehlh Percenk Heavy Vehicles 0 0 2 0 a a Percent Grade {%) 0 0 Flared Approach N N Storage 0 0 RT Channe[ized 0 0 Lanes 0 0 0 0 0 0 Con#iguration LR C}ela , Queue Len th, and Level of 5ervice pproach �astbound Westbound Northbound Southf�ound Mo�ement 1 4 7 8 9 10 1� 12 Lane ConfiguraEion LT LR � (vehlh) 926 48 C {m) (�ehlh) 9592 1054 Ic 0.08 0, 05 95% queue length Q.,�6 , 0. 94 Confrol Delay {slveh) 7.5 ; 8.& LOS A -' A.w' � ppraach C�elay (sl�eh) -- -- ' 8,8 `: ppraach LOS -- -- A ,� Cnn�rinhf fcl 911f17 I Inivarcifv nf F'Inriria Alf l7irrhfc Racanrarl uno�TM-��ti...,,�..., c a C;Pnaralar�• FHF79f113 A�dF AM file:///C:/Users/rpergolizzi/AppData/Local/Temp/u2k5B 14.tmp 5/16/2013 URBAN �TREET WORKSIIEET#1 Page 1 of 1 URBAN STREET WORKSHEET #'i General Informa#ion Site [nformation nalyst RP Urban Street FT HARRlSON gencylCn. GCC Direction af Travel Norfh-bound �ate Performed 5/8/2013 Jurisdiction CL.WTR Time Periad PM PEAK Analysis Year FUTURE WITH AQUARIUM Prn"ect �escri tion: Input Parameters nalysis Period(h) T= 0.25 Segments 1 2 3 4 5 6 7 8 Cycle length, C(s) 140.0 60, 0 60.0 &0.0 Eff, reen to c cle ratio IC 0.700 0.7&0 0.820 0.650 0 0 0 0 vlc ratio for ]ane rou , X 0.430 0.410 0.360 0,390 0 0 0 D Ca of lane rou , c vehl� 9964 1213 12&8 1056 0 0 0 0 Pct Veh on Grn., PVG rrival t e, AT � 4 4 4 Uni� extension, UE sec 0.0 0.0 0.0 0.0 Len th of se ment, L mi 0,10 0. 99 0.97 0, 97 Initial queue, Qe (veh) 0 0 0 0 Urban street class, SC 3 3 3 3 Free-flow s eed, F5S (milh 30 30 30 30 Runnin time TR s 95.5 96.7 16.7 23.5 Other dela , s 0.0 0.0 0.0 O.a De[a Com utation Unfform delay, d� (s) 9.0 2.5 1.4 4.9 5.4 5,4 5.4 5.4 Incremental delay adj, k 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 U stream filterin ad' factor, I 9.00a 0.905 0.917 0.949 [ncremental delay, d2 (s) 9.2 0,9 0.7 9.0 4.? 3.4 3.4 3.4 Initial queue delay, d3 {s) 0 0 0 0 Progressian adj factor, PF 0.25fi 0.000 D.000 0.439 0.256 0.256 0,25fi 0.256 Control dela , d s 3.5 �.9 0.7 3.2 Se ment LOS Determirtation Travel time, ST (s) 19.0 97.7 �7.5 26.i Travel s eed, SA milh 99.0 22.4 22.7 22.9 Se ment LOS C C C C Urban Stree� LOS Determination Total iravel time (s) 80.8 Total length (mi) r•�-0:49 Total tra�el speed, SA (milh) 29.8 Total urban street LOS �C Copyright OO 2007 University of FEarida, All Rights Reserved l-1C5+TM Version 5.3 Ge�ieraled: 5I812013 12:36 PI+11 �le://IC:/Users/rpergolizzi/AppData/Local/Ten�p/a2k7CS9.tmp 5/8/2013 URBAN STREET WORKSHEET#1 Page 1 of 1 URBAN STREET WORKSHEET #1 Genera! Information Site Informa�ior� nalyst RP Urban Sfreet FT HARRISON gency/Co. GCC Direction of Travel Soufh-bound Date Performed 5/8/2d13 Jurisdiction CLWTR Time Period PM PEAK Analysis Year FUTURE WITH AQUARlUM Pro�ect Descri tion: Input Parameters nalysis Period(h) T= 0.25 Segments 1 2 3 4 5 6 7 8 Cycle length, C(s) fi0.0 60.0 940.0 7�0.0 Eff, reen to c cle ratio IC 0.820 0.760 0.600 0.520 0 0 0 0 vlc ratio for iane rou , X 0.260 0.310 0.460 0.380 0 0 0 0 Ca of lane rou , c veh/h 1270 1208 933 872 0 0 0 0 Pct Veh on G�n., PVG rrival k e, AT � 4 4 4 Unit ex#ension, UE sec 0.0 0.0 0.0 0.0 Len th of se m�nt, L mi 0.1i 0.19 0.99 0.70 Initial queue, Qb (veh) 0 0 0 0 Urban street class, SC 3 3 3 3 Free-flow s eed, FSS milh 30 30 3� 30 Runnin tirr�e TR s 23.5 16.7 16.7 �5.5 Other dela , s D.0 0.0 0. D 0.0 Dela Com utation Uniform delay, di (s} 1.2 2.3 95.5 20.9 5.4 5.4 5.4 5.� Incremental delay adj, k 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 U stream filterin ad' factor, l ?.000 0.769 0.7fi9 0.769 Incremental delay, d2 (s) 0.5 0.5 ?.3 1.0 4.1 3.� 3.4 3,4 Initial queue delay, d3 (s) 0 0 0 0 Progression adj factor, PF 0,000 0.000 D.5i6 0.735 0.256 0.256 0.256 0.256 Contro! dela , d s 0.5 0.5 10.2 95.7 Se ment LOS Determirtation Travel time, ST (s) 24.0 97.3 26.9 39.2 Travel s eed, SA milh 25.5 22.9 94.7 9 9.5 Se ment LOS B C D E Urban Street LOS Determination Total tra�el time (s) 99.4 Total length (mi} �0,49 Total travel speed, SA {milh) 17.7 Total urban street LOS D Copyright OO 2007 Universiiy of Florida, All Rights Reserved 1-ICS+TM Version 5.3 Generated: 5/8/2013 t2:41 PM �le:///C:/Users/�•pergolizzi/Ap�Data/Local/Ten�p/a2�8F 1 E,tmp 5/$/2013 URBAN STREET WORKSH�ET# 1 Page 1 of 1 URBAN STREET WORKSHEET #1 General Information Site Informa#ion nalyst RP Urban Street FT HARRlSOIV gencylCo. GCC Direcfinn of Travel Nor�h-bound Date Perfarmed 5/8/2013 �furisciiction CLW7"R Time Period SATURDAY M!D-DAY PEAK Analysis Year FUTURE W1TH AQUAF2lUM Pro'ect Descri tion: Input Parameters nalysis Period(h) T= 0.25 Segmen�s 1 2 3 4 5 6 7 8 Cycle length, C{s) 940. � 60.0 60.0 60.0 �ff. reen ta c cle ratio IC 0.610 0.820 0.770 0.840 0 0 0 0 vlc ratio for lane rou , X �.370 0.290 0.300 0.310 0 D 0 0 Ca of lane rou , c vehlh 9017 1284 9238 �034 0 0 0 0 Pct Veh on Grn,, PVG rrival t e, AT 4 4 4 4 Unit extension, U� sec) 0.0 0.0 0.0 0.0 Len th of se ment, l. mi 0.10 0.99 0. 91 0, 97 Initial queue, Q� {�eh) 0 0 Q 0 Urban street class, SC 3 3 3 3 Free-flow s eed, FSS milh 30 30 30 30 Runnin time TR s 95.5 16.7 16.7 23.5 Other dela , s} 0.0 0.0 0.0 0.0 Dela Com �tation ltniform delay, d� {s) 13.8 9.3 2.1 4.9 5.� 5.4 5.4 5.4 Incremental delay adj, k 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.54 U stream filterin ad' factor, I 1.000 0.949 0,967 0.964 fncremental delay, d2 (s) 7,0 0.5 O.fi 0.8 42 3.4 3.4 3.�F [nitial queue delay, d3 (s) 0 0 0 0 Progression adj factor, PF 0.559 0.000 0.000 0.489 0.256 0.25� 0.256 0.256 Control dela , d(s) 8.& 0.5 0.6 3.0 Se men� LOS Determination Trave[ time, ST (s) 24,1 97.3 �7.3 26.5 Trave! s eed, SA mi/h 14.9 22.9 22.8 23.9 Se ment LOS D C C C Urban S#reet LOS De�erminafion Total travel time (s) 85.3 Tafal length (mi} 0.�9 .�.�„ Tofal travel speed, SA (mili�) 20.7 Total urban street LOS C Copyrighi O 2007 University of Florida, All Rights Reservetl �-jCS+TM Version 5.3 Generated: 518I2013 12:q6 PM file://IC:/L]sers/rpe�•galizzi/AppDatalLocallTen�p/a2k2FA0.t�i�p 5/8/2013 URBAN STREET WORKSI-IEET#1 Page 1 of 1 URBAN STREET WORKSHEET #'i General Information Site Information nalyst RP fJrban Street FiHARR1SON gencylCo. GCC �irection of Tra�el Souih-bound Date Performed 5/8/2013 Jurisdiction CLWTR Time Period SATURDAY M!D-DAY PEAK Analysis Year FUTURE WlTH AQUARlUM Pro�ect Descri tion: Inp�t Parameters nalysis Period(h) T= 0.25 5�gments 1 2 3 4 5 6 7 8 Cycle length, C(s) fi0.0 60.0 940.0 940. a Eff. reen to c cle ratio IC 0.770 0.820 0.480 0, 6�40 0 0 0 0 vlc ratio for lane rou , X 0.390 0.320 0.540 0.220 0 � D 0 Ca of lane rou , c veh/h 9230 9252 737 9067 0 0 0 0 Pct Veh on Grn., PVG rrival t e, AT � 4 4 4 Unit extension, UE sec 0.0 0.0 0,0 0,0 Len th of s� ment, L mi 0.17 Q.71 0.19 0. 90 Initial queue, Qb (veh) Q 0 0 0 Urban street class, SC 3 3 3 3 Free-fiow s eed, FSS milh 30 30 30 30 Runnin time �R s 23.5 16.7 16.7 95.5 Otherdela , s 0.0 0.0 0,0 0.0 Dela Com utation Unifnrm delay, CI1 (5� 2.3 9.3 25.6 90.fi 5.4 5.4 5.4 5.4 Incremental de[ay adj, k 0.50 0,50 0.50 0.50 0.50 0.50 0.50 0.50 U stream filterin ad' factor, I 9.Q40 0. T69 0.769 0.769 Incremental delay, d2 (s} 0.9 0.5 2.2 0.4 4.3 3.4 3.4 3.4 Initial queue delay, d3 (s) 0 0 0 0 Progression adj factor, PF 0.000 0.000 0.797 Q469 0.256 Q.256 0.256 0.256 Control dela , d s 0.9 D, 5 22.5 5.3 Se menf LOS Defermination Travel time, 5T (s) 24.4 17.3 39.3 20.8 Travel s eed, SA milh 25,1 22.9 10. 9 17.3 Se ment LOS 8 C E D Urban Street LOS Determina�ion Tofial travel time (s) 901.8 Total lengkh (mi) _0.49 Total tra�el speed, SA (milh) 97,3 Total urban street LOS D Copyright OO 2007 Elniversity of Florida, All Rights Reserved NCS+TM Version 5.3 Generated: 518/20i3 12:51 PM file:ll/C;/Users/rpergolizzi/AppDatalLocal/Temp/a2kD�160.tmp 5/8/2013