The URL can be used to link to this page

Home My WebLink AboutItem I- TIA Handouts (2) Meeting H"andbuts' Oshkosh Avenue Area Traffic Impact Analysis City of Oshkosh A0111;& Oshkosh .January 30, 2018 5:33 PM City of Oshkosh City Mall 215 Church Avenue Oshkosh, WWI 54901 Study Background The City of Oshkosh is completing a Traffic Impact Analysis (TIA) to evaluate the impacts of redevelopment along Oshkosh Avenue between N. Washburn Street and the Fox River. The proposed developments and the additional traffic that is anticipated will after current traffic conditions. The TIA will include traffic data collection, analysis of existing and projected traffic volumes, and evaluation of Oshkosh Avenue corridor and intersection alternatives to accommodate future traffic conditions. The project evaluates corridor alternatives from N. Koeller Street to the Fox River and evaluates three intersections along Oshkosh Ave: N. Koeller Street, N. Westfield Street, and N. Sawyer Street as well as determining operational impacts to the 1-41 interchange. Purpose of Meeting The purpose of this meeting is to review the corridor and intersection alternatives considered along Oshkosh Avenue and provide an opportunity for input from City of Oshkosh citizen boards and the Common Council. The provided attachments include the corridor and intersection alternatives that were considered as part of this project, along with a discussion of the advantages and disadvantages of each alternative evaluated. Future Development The proposed development near Oshkosh Avenue includes a new Oshkosh Corporation Global Headquarters that will be built on a portion of the existing golf course. In addition, redevelopment along Oshkosh Avenue for commercial uses is anticipated in the next couple of years. These new developments will impact existing operations along the, Oshkosh Avenue corridor and will include new roadway connections to the north. This includes the extension of N. Koeller Street north of the roundabout and the addition of a north leg to the N. Westfield Street intersection. To develop future traffic volumes for the corridor, our team has projected trip generation patterns for the redeveloped properties and assigned' new trips to the Proposed development near or along Oshkosh Avenue transportation network based on accepted industry practices. We have coordinated our efforts with the East Central Wisconsin Regional Planning Commission (ECWRPC)to establish appropriate background conditions for a 30-year outlook analysis. Traffic Analysis Traffic modeling for all intersection alternatives is being completed for the AM and PM peak time periods for existing conditions, development completion, and 30-year outlook. In addition to operations, alternatives were evaluated based on other performance measures including safety, access, and other feasibility considerations to determine the preferred corridor and intersection alternatives along Oshkosh Avenue, Oshkosh Avenue Corri dor Alternatives Oshkosh Ave Corridor Typical Section Alternatives r CUFF; CVR8 I l : / Oshkosh Ave(STH 21)just east of N. Westfield St-looking west Oshkosh Ave(STH 23)just unrest of N.Sawyer St-looking west PERFORMANCE MEASURES � � a xr a aa• � as a aa • ,Oshkh Ave Corridor Typical Section Alternatives Alt 11.1 Four-Lane Undivided Corridor 111111 ¢ � ctiexa a Ce�'lTwEa C++rl�. At N. Westfield St Intersection s^ — �-Ys'1I� If Yr ar air Ya YY' rume'x ranres 4' 4,. r, Example: Algoma Blvd at W Murdock Ave—looking north y (Oshkosh, WI) i IM1Nt .��a�t!� cru Yi fo ' ii� li PERFORMANCE MEASURE uMMOMMMYROORT � i(._. M1 ft Pd'i rt r zN (i F P f il✓Ir . 7 i N mV W Oshkosh Ave CorridorTypical Section Alternatives Left-Turn Three-Lane TWI.TL* (N. Eagle St to Fax River) � 1 s axRrn a TWO-WAY LEFT-TURN LANE ��rf Yr t< ' a tccvwxa xr ,rrec s5 25 recauc e�r_er+, j. u MVI KlJt@fPo 1it11tk Three-lane TWLTL will not provide adequate capacity for through vehicles west of Eagle Street. Exarnol@:' N Sherman Ave south maf Alaerg Ave looking north(Madison, WI) Five-Larne TWLTL (N.Koefler St to N. Eagle Std k, vewu'�t L-_uw�w TWO-WAY LEFT-TURN LANE � �a -I�r. wyx7- �t'�anas W Pioneer Ret west of S Main St —looking east(Fond Da Lae, W)J PERFORMANCE MEASURES �n vn»1ol rmi ��ammmy�y�rrn�m�mylnymmy�mmmm�mr��m�rdy��yo��n�mmmu�u�uru�mirmo,� i � a a^ -a. "mm roan � �n rnaa ;�ry �' a n• a a a• m s s olw m+m ns m a. a 1 a r n f a me a c- n a n a a r a ma s a „Oshkosh Ave Corridor Typical Section Alternatives ' Alt 3m. Four-Lane DIVIded Corridor (i'V'. Koeller St to N. Engle St only) ...� �;� f ca a, »R •�, m ab4.w „ ar-ps �"-- 5' x'•&'71--, 47” 71" Y2"-7J6' 71` _pry Y7 T',6 6' ^". �u?vutscae I 2b`nav,+�S wrt,'gJu�1K 1 Cab HIPi Yx4 vH',1':ra.M A 4 111 GA mA At N. Westfield'St Intersection 72, Ip' 2, 4 12 Yrvty u>c *rrs,�ce 6 w sxea.in X LAS>ou>«a c na¢wnec vadat a�rr.nmw uaTs ctmn 11,7,r, ,. �, Example:Monona Drive of St Tereso Terrace-looking north Example:Monona,Drive at E DeanAve-looking north (Monona, NAS'O Wonono; WO PERFORMANCE MEASURES �rny��uy�iy»m�y»mylam��yirm�mmmm�0111110mmn n��;mm»rmrmmJn�mna»m,,, m;rormmro�y��ym � Y1 tl ro p b p p p b p 6 t p� p b®, 71 • p p p p p Oshkosh Avenue Intersection Alternatives Oshkosh Ave & N. Sawyer St Intersection Alternatives Existing J; i I„ C��hkcrsh Ave. PERFORMANCE MEASURES it u+ u fid® d b d d, ro tll re rtd' Oshkosh Ave & N. Sawyer St Intersection tion ltern tier s Al�t. Ia. Single Traffolic Signal i• sig w u uuuu'uVuu � d � i pj�um PERFORMANCE MEASURES p � � � i mei !d��mrinrp�rr��maro��n/��o�rn�lyit��uuln�i��i��rr(�rr��nrr�i�riinri�mt�rv�uirae�n�ier+�ii�r�in»mnnrr�crr��r .� �,r. iu, ioiol ; Q ' x µ r a� °� aam a � "� ;. '� � mu'� a a da• a a a a �) of a an a � a• a»ro a a. as a � a a a m s s as• � rr r rrm s a d a a. •a a '�• aaa e Oshkosh Ave & N. Sawyer St Intersection Alternatives Alt, 2: Extension of N. Sawyer St �rPr/ 1 ii lI' II44 GI GaaiOa't77 Ave. i•;; -,y,IY 14&� Iq V `' f� Ii; IGFa17aan AWe. I'� � tI uiuuq„ � ,' � a d rilalTl AWe. i iuuuu d i i I�I shkash Ave li, Oshkosh Ave, y C3shkash Ave.. i B Alt. A Alt. dB Alt. W. Extension of N.Sawyer St to Graham Ave Extension of N.Sawyer 5t to Alley Extension of N.Sawyer St south of Graham Ave Advantages Advantages Advantages More traditional Intersection design Does not require acquisition of the Requires less impacts to the two which is more pedestrian friendly. two duplexes, duplexes property. Disadvantages ,Disadvantages Disadvantages Requires acquisition of the two m' Requires more vehicle maneuvering In + Slight Intersection skew,creating,less duplexes north of the alley. a tight space. Intersection to north desirable left-turning movements for —175ft from Oshkosh Ave. NB&EB vehicles. PERFORMANCE MEASURES p i �uim'u I i� i i,I i u �� i I ii ui �u. I71riiq r, Irmm��rmrunmmy�ilNr��ru�ri�n�q��m�mmm�uiru�a�nncn�m�i��r��n, r ,,n, I a� m•• �m m m m m I�, � � �a � ��m � uo, * m� •ti• a w �' � a me � m� m� m� �� •m m d m eu �x�a d® • al' as a '+s• ao ' as Oshkosh Ave awyer St Intersection Alternatives m Roundabout J f rlli� V FYI i i, "ul I S ;h f 1 i uuuuuuuuuu .. i i q I' r� p d � 11 p, I Oshkosh Ave., �w 4 s~ I 41 t � � PERFORMANCE MEASURES r�� I�� rn��n�yru9r�mimyimma�rmv�mnmmm�!�mn�Jr,��m��y�»��9p�pn�/��n��irnnn�mmrrnnaomp11r�1nm�rnmruma»7�mrmn�rumnflm�ypo�am��ip»w�rr�� m�lll�� .�. ,.„ 11 Wo 1, p + p prtl. � rp a eo- �Sp ° 0'0 e 6 tl0 p0.i 0 0 0. q.'.�. p'. �tl�• a pM 0,. Oshkosh Ave N. Westfield t Intersection lterna�tl�►es Signal'Alt. In. Traff'"Ic i V. Y „ul i J fa �y i �J e i! PERFORMANCE MEASURES URES „ mom a„� m ma 1y � n p tQj k 5 Oshkosh, Ave & N. Westfield St Intersection Alternatives Alt, 2:. Roundabout y� PERFORMANCE MEASURES e ® e, ro ro ro ae •m ' ro ro sick sh Ave & N. Koell,er St Intersection Alternatives Existing y %r i 4 ,,Mr NlrUJM✓��... 0 �r PERFORMANCE MEASURE'S �� ,._ ro�M�tiirr/Mrl��yvy»��rm�Ma��MMrwJkrrylMyMrr�rJn�mmnr�MMmry�iym��>r»mm��u�rruMm�r�M�ye�m �%�Jiumr»��rurMMM� .,,,,,r�� Y a a ^ J M as a a m 4� R 0 9 ►; .0".a.. a". .1 a Oshkosh Ave & N. Koeller St Intersection Alternatives � Alt. I Roundabout wilth Improvement x r II��pp Illi YP�� III is r r i,. r ori PERFORMANCE MEASURES r lir✓ a s rh��,��Q(� �r �� r ri r � �� i� i II�P� a D ae o e