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FAS 177 over WOLF RIVER

Map

Coordinates:
+35.11583, -89.80083
35°06'57" N, 89°48'03" 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]
Operating rating:75.2 tons [68.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201771.0FairFairFairFair-50190
June 201571.0FairFairFairFair-50190
May 201371.0FairFairFairFair-56490
July 201171.0FairFairFairFair-45850
July 200971.0FairFairFairFair-57870
June 200771.0FairFairFairFair-59620
July 200572.0FairSatisfactoryFairFair-59010
July 200372.0FairSatisfactoryFairFair-57940
August 200172.0FairSatisfactoryFairFair-48880
September 199982.0FairGoodSatisfactorySatisfactory-49880
March 199885.0FairGoodSatisfactorySatisfactory-53230
October 199567.0GoodGoodVery GoodGood-49010
September 199367.0GoodGoodVery GoodGood-40200
December 199167.0GoodGoodVery GoodGood-40820

Element Data

Source: National Bridge Elements dataset, 2016 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