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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: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:21,460 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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: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:52.0
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201652.0FairSatisfactorySatisfactoryFair-21460
January 201562.0FairSatisfactorySatisfactorySatisfactory-21460
June 201362.0FairSatisfactorySatisfactorySatisfactory-21460
July 201162.0FairSatisfactorySatisfactorySatisfactory-21460
July 200962.0FairSatisfactorySatisfactorySatisfactory-21460
July 200762.0FairSatisfactorySatisfactorySatisfactory-21460
July 200551.0FairFairSatisfactoryFair-19490
July 200351.0FairFairSatisfactoryFair-19550
August 200150.0FairFairSatisfactoryFair-20250
October 199950.0FairFairSatisfactoryFair-21320
June 199853.0FairFairSatisfactoryFair-19660
November 199554.0FairSatisfactorySatisfactoryFair-18990
October 199354.0FairSatisfactorySatisfactoryFair-15690
December 199167.0FairSatisfactorySatisfactoryFair-17460