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NFA B576 over BRANCH

Map

Coordinates:
+35.11228, -89.93011
35°06'44" N, 89°55'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:730 [as of 2018]
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]
Sufficiency rating:73.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$271,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2017Fair5 out of 1073073.3
April 2015Fair5 out of 1073075.9
April 2013Fair5 out of 1073083.4
June 2011Fair5 out of 1073083.4
August 2009Fair6 out of 1073094.4
November 2007Fair6 out of 1073094.4
November 2005Fair6 out of 1073094.4
November 2003Fair6 out of 1073094.4
November 2001Fair6 out of 1060094.4
April 2000Fair6 out of 1060094.4
June 1998Fair6 out of 1060095.9
January 1996Fair6 out of 1060095.9
September 1993Good7 out of 1060094.5
December 1991Good7 out of 1060094.5