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.
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- 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
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, �= � os wrs�
� . ` �'1 �''S
;a'l - r `,�l f ? ':• 't
(� ,�;, r Siate of V�'i��o��tnat ` DEPART!�4EN7 OF TRANSPORTATION ;��r.� ��'o
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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
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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. Increased approach roadway work.
e, Requires more righi of way,
f, Requires extended period of maintenance of existing
bridge.
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