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NFA B576 over BRANCH

Map 

Coordinates:
+35.11222, -89.93000
35°06'44" N, 89°55'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA B576 over BRANCH
Structure number:790B6730001
Location:LOEB ST IN 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:25.9 ft. [7.9 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1959
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:730 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
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:26.7 tons [24.3 metric tons]
Sufficiency rating:75.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$271,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201575.9Not deficient---730
April 201383.4Not deficient---730
June 201183.4Not deficient---730
August 200994.4Not deficient---730
November 200794.4Not deficient---730
November 200594.4Not deficient---730
November 200394.4Not deficient---730
November 200194.4Not deficient---600
April 200094.4Not deficient---600
June 199895.9Not deficient---600
January 199695.9Not deficient---600
September 199394.5Not deficient---600
December 199194.5Not deficient---600