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FAU 5081 over DRAINAGE DITCH

Map

Coordinates:
+35.02500, -90.04861
35°01'30" N, 90°02'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 5081 over DRAINAGE DITCH
Structure number:790A7660001
Location:HODGE RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:36.1 ft. [11.0 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1964
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:3,970 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:68.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$451,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201568.4PoorFairFairPoorSD3970
April 201368.4PoorFairFairPoorSD3970
May 201168.4PoorFairFairPoorSD3970
June 200984.6FairFairFairFair-3970
November 200784.6FairFairFairFair-3970
October 200584.7FairFairFairFair-3250
October 200384.6FairFairFairFair-3750
November 200166.4PoorPoorPoorFairSD4350
March 200068.4PoorFairPoorFairSD4320
June 199885.4FairGoodGoodFair-5500
May 199868.3PoorSatisfactoryPoorFairSD5200
December 199584.5FairSatisfactorySatisfactoryFair-5900
September 199384.5FairSatisfactorySatisfactoryFair-5450
December 199185.7FairSatisfactorySatisfactoryFair-3000