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FAS 177 over WOLF RIVER

Map 

Coordinates:
+35.11583, -89.80083
35°06'57" N, 89°48'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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: June 2015 

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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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. ratingEvaluationDeckSuper.Sub.ADT
June 201571.0Not deficientFairFairFair50190
May 201371.0Not deficientFairFairFair56490
July 201171.0Not deficientFairFairFair45850
July 200971.0Not deficientFairFairFair57870
June 200771.0Not deficientFairFairFair59620
July 200572.0Not deficientSatisfactoryFairFair59010
July 200372.0Not deficientSatisfactoryFairFair57940
August 200172.0Not deficientSatisfactoryFairFair48880
September 199982.0Not deficientGoodSatisfactorySatisfactory49880
March 199885.0Not deficientGoodSatisfactorySatisfactory53230
October 199567.0Not deficientGoodVery GoodGood49010
September 199367.0Not deficientGoodVery GoodGood40200
December 199167.0Not deficientGoodVery GoodGood40820