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FAU 2821 over WOLF RIVER

Map 

Coordinates:
+35.18722, -89.97556
35°11'14" N, 89°58'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2821 over WOLF RIVER
Structure number:79028210005
Location:N. HOLLYWOOD ST - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:111.9 ft. [34.1 m]
Total length:842.9 ft. [256.9 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1965
Year reconstructed:1975
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:21,460 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:37.6 tons [34.2 metric tons]
Inventory rating:22.8 tons [20.7 metric tons]
Sufficiency rating:62.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$2,720,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201562.0Not deficientSatisfactorySatisfactorySatisfactory21460
June 201362.0Not deficientSatisfactorySatisfactorySatisfactory21460
July 201162.0Not deficientSatisfactorySatisfactorySatisfactory21460
July 200962.0Not deficientSatisfactorySatisfactorySatisfactory21460
July 200762.0Not deficientSatisfactorySatisfactorySatisfactory21460
July 200551.0Not deficientFairSatisfactoryFair19490
July 200351.0Not deficientFairSatisfactoryFair19550
August 200150.0Not deficientFairSatisfactoryFair20250
October 199950.0Not deficientFairSatisfactoryFair21320
June 199853.0Not deficientFairSatisfactoryFair19660
November 199554.0Not deficientSatisfactorySatisfactoryFair18990
October 199354.0Not deficientSatisfactorySatisfactoryFair15690
December 199167.0Not deficientSatisfactorySatisfactoryFair17460