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NFA B575 over BRANCH

Map 

Coordinates:
+35.11306, -89.92667
35°06'47" N, 89°55'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA B575 over BRANCH
Structure number:79016000001
Location:SPOTTSWOOD AVE - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:7.9 ft. [2.4 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1954
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:2,690 [as of 2016]
Truck traffic:2% of total traffic
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 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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:21.3 tons [19.4 metric tons]
Sufficiency rating:73.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201573.6Not deficient---2690
April 201390.2Not deficient---2690
June 201190.2Not deficient---2690
August 200990.2Not deficient---2690
November 200790.2Not deficient---2690
November 200590.2Not deficient---2690
November 200390.2Not deficient---2690
November 200177.9Not deficient---4500
April 200077.9Not deficient---4500
June 199895.3Not deficient---4500
January 199695.3Not deficient---4500
September 199395.3Not deficient---4500
December 199195.3Not deficient---4500