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NFA C336 over BRANCH

Map

Coordinates:
+35.21972, -90.03583
35°13'11" N, 90°02'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:NFA C336 over BRANCH
Structure number:790C3360001
Location:DAWN DR IN MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:33.1 ft. [10.1 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1958
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 9 / H 10 [1]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,480 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Fair [5 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 condition. [5]
Operating rating:53.5 tons [48.6 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:78.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$119,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201578.8FairFairSatisfactoryFair-2480
May 201378.8FairFairSatisfactoryFair-2480
June 201178.8FairFairSatisfactoryFair-2480
August 200978.8FairFairSatisfactoryFair-2480
November 200773.3FairFairSatisfactoryFair-2480
November 200574.3FairFairSatisfactoryFair-2480
November 200369.2FairFairGoodFairFO2480
December 200171.8FairSatisfactoryGoodFairFO1820
April 200071.8FairSatisfactoryGoodFairFO1820
June 199871.8FairSatisfactoryGoodFairFO1820
January 199685.1FairSatisfactoryGoodSatisfactory-1820
September 199385.1FairSatisfactorySatisfactorySatisfactory-1820
December 199185.1FairSatisfactorySatisfactorySatisfactory-1820