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FAS 177 over WOLF RIVER

Map

Coordinates:
+35.11608, -89.80108
35°06'58" N, 89°48'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 177 over WOLF RIVER
Structure number:79S81020001
Location:1.7 MI N OF SR 57 JCT
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:68.9 ft. [21.0 m]
Total length:801.9 ft. [244.4 m]
Roadway width between curbs:113.9 ft. [34.7 m]
Deck width edge-to-edge:116.1 ft. [35.4 m]
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1984
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:50,190 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:71.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$18,083,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairFairFairFair5019071.0
June 2015FairFairFairFair5019071.0
May 2013FairFairFairFair5649071.0
July 2011FairFairFairFair4585071.0
July 2009FairFairFairFair5787071.0
June 2007FairFairFairFair5962071.0
July 2005FairSatisfactoryFairFair5901072.0
July 2003FairSatisfactoryFairFair5794072.0
August 2001FairSatisfactoryFairFair4888072.0
September 1999FairGoodSatisfactorySatisfactory4988082.0
March 1998FairGoodSatisfactorySatisfactory5323085.0
October 1995GoodGoodVery GoodGood4901067.0
September 1993GoodGoodVery GoodGood4020067.0
December 1991GoodGoodVery GoodGood4082067.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.8,7048,701030
Reinforced Concrete Girder/Beamlinear ft.3,1663,166000
Deck
Reinforced Concrete Decksq. ft.92,23092,230000
Substructure
Reinforced Concrete Columneach305305000
Reinforced Concrete Pier Walllinear ft.5252000
Reinforced Concrete Abutmentlinear ft.230230000
Reinforced Concrete Pier Caplinear ft.1,5721,572000
Joints
Pourable Jointlinear ft.45222602260
Bearings
Elastomeric Bearingeach198198000
Movable Bearingeach1212000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,6041,604000