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HomeMy WebLinkAbout29144 / 77-13CC:TO;�ER 6, 1977 # 13 RESOLUTION �LRPOS�;: CQ�:�rJR W�i:�i �lA'� PriJPOSkL A�QD AUfi:0:�1ZE AC^llGi,� GN ZT� aS��uSH- CONGRESS AV�NUE BRIDGE II�rITIATED BY: CITY ADMINISTRATION nE IT RESOLVID by the Cotrmlon Council of the City of Oshkosh that this Council goes cn record approving the selec�ion of Alternate I of Phase I Study of Alternative P,eplacement Structures of the State of Wisconsin, Department of Transportation, Division of Highways; said Study attached hereto. BE IT FUFcI�i�ER RESOLVID by the Corrsron Council of the City of Oshkosh that the proper City Officials are hereby au�horized and directed to inform the Stats o£ Wisconsin, Department of Transnortation, Division of Highways to proceed with the project as soon as possib�e. �----_._.�......._..._.__�_._eo_.____..�_..� ..,_..�.._.r..._`-� �'� - :?:� � _.a,.., ...�...� ....... .,,,_._...._._ � s � � ....� ... . . _ � , . _ .. _.... ._. . . � � _� ; , , . r � ... _... <,. r � _._._.. . .. ..�.,. .. , .�, _ .. ._�,.____....._.__ _ _ . _ � __._. _.__ _ � _ _ _�......_ _,....n� r - 13 - October 6, 1977 # 13 RESOLITI'ION _ _.. __��:. PURPOSE : CONCUR WITH STA�!'E PROPOSAL AI�tD AiTI�IORI ZE AGTION ON 'I'HE OSHKOSH- CONGRFSS AVk�UE BRIDGE II�I3TIATED BY: CITY ADi�1IST`2�1TI�i EE IT R.�SOLVED by the Corranon Council of the City of Os'Zlcosh that this Council goes on record as concurring with the Phase I Study of Alternative Replaceme�nt Structures of the State of Taisc�onsin, Department of Transportation, llivision of Highways; said Study attached hereto. SE IT FURTf-iER RESOLVID by the Coraron Council of the Cityo uf Oshkosh that the proper City officials are hereby authorized and directed to i.nform the 5tate of Wisconsin, Departr�nt of Transportation, Div:i.sion of Highways to proceed with the project as soon as possible �,.r7�y .Tr(t i;iT'f T'� �� }ll1J�...1 ita,.� -�.� - ' l�n?'ri��,T'�'� L_.� °�.".� - 13 - �,;•--.. _ , �= � os wrs� � . ` �'1 �''S ;a'l - r `,�l f ? ':• 't (� ,�;, r Siate of V�'i��o��tnat ` DEPART!�4EN7 OF TRANSPORTATION ;��r.� ��'o `�" � 9 y _ _. 1 � �. , �.�� �� •�-t7'�-T � �!` �'..s.. Q' O . . � �� t R f.M�'Q Septe�ber 19, 1977 DIVISfON OF HIGHWAYS 1125 NORTH MILITARY AVE. P. O. BOX 3670 DISTRICT 3 GREEN BAY, WI 54303 rir. jJilliaut D. Frueh City rianager, City of Oshkosh 2165 Fairview Street Oshkosh, Wisconsin 54901 0 Project ID 6183-3-00 Oshkosh Avenue - Congress Avenue Bridge City of Oshkosh STH 21 Winnebago County Dear Mr. Frueh: Enclosed is a consultants report on the Pnase I study of the Oshkosh- Congress Avenue Bridge for your information. Z{. A r�eeting has been tentatively set for September �8', 1977 at 1:30 P.M. at the County High�aay Office to discuss this matter. Sincerely, c���-=��� �— C. R. P.ya �, P.E. District �ngineer CRR:dn Enc. � STATE O� WISCONSIN DEPARTMEI�TT OF TRA�NSPORTATION DIVISION OF HIGHWAYS Project bI83-3-00 Oshkosh & Congress Avenue Bridge S. T. H. 21 Winne�ago County PHASE I STUDY OF ALTERNATIVE REPLACEMENT STRUCTURES Sepiember 2, 1977 Hazelet & Erdal Consuliing Engineers File �10. 510 TABLE OF CONTENTS Description and Eva.luation of Alternate Replacement Structures Summary of Costs Estimate of Cost - Alternate I Estimate of Cost - Alternate II Study Plan - Alternaie I Drawing I of 2 Study Plan - Alternate II Drawing 2 of 2 0 Page 3 5 6 8 _ 2 _ Description and Evaluation of A?ternative Reglacement Structures A. Alternate I utilizes a single, four-lane, double leaf, electrically operated� rolling lift bascule bridge flanked by two deck girder spans on each side of the channel. The bridge will be constructed on the existing horizontal alignment. The vertical alignment will provide for stopping sight distance eon- forming to current AASHTO requirements for a design speed of 35 I��PH and will meet existing approach roadway gradients. The attached drawing, Sheet 2 of 2, provides general details of this alternative. 1. Advantage�: a, b. c, d. e. Requires minimum modification to approach roadway. Less maintenance (twa machinery rooms}. Lawer consiruction casi, Easier operation with anly 4 traffic gates and 2 moving leaves. Maintenance on existing bridge reduced to shortest period of time. . 2. Disadvantages; a. � Requires temporary bridge during construction. Requires detour of traffic if bridge must be closed for repairs. c. Longer bascule span requires dry countertveight pits for operation of moving leaves with. potential for ' additional mair_tenance. B. Alternate II utilizes two two-lane, double leaf, electrically operated, rolling lift bascule bridges. Both bascules are flanked by t�vo deck girder spans on each side. The eastbound structure witl be con- structed on the existing horizontal alignment. The vertical align- ment of the eastbound structure will pravide for stopping sight distance conformin.g to current AASHTO requirements for a design speed of 35 MPH and will meet exi.sting approach roadway gradients. The westbound structure wil� be constructed on an alignment which -3- 1 0 will permit use of the existing bridge during coristruction. Vertical alignment of the westbound structure will be i3entical to the eastbound within ihe Iimits of the bascule span and ihe immediately adjacent approach spans. The attached drawing, Sheet 2 of 2, provides general details of this alternative. 1. Advantages: a. Eliminates need for temporary bridge. b. Permits closing one bridge for maintenance purposes without detouring traffic outsiae e�cisting corridor. c. Shorter bascule span does not rPquire cauntertueight pits. 2. Disadvantages; a. Higher construction cosi. b. Increased maintenance (four machinery rooms.). c. More difficult operation with 8 traffic gates and 4 moving leaves. d. 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