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NFA B578 over BRANCH

Map

Coordinates:
+35.11219, -89.92756
35°06'44" N, 89°55'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA B578 over BRANCH
Structure number:790B6750001
Location:WATSON 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:24.9 ft. [7.6 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:48.2 ft. [14.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1964
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:400 [as of 2018]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present desirable criteria [8]
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]
Sufficiency rating:95.1

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2017Fair6 out of 1040095.1
April 2015Fair6 out of 1040095.1
April 2013Fair6 out of 1040089.5
June 2011Fair6 out of 1040089.5
August 2009Fair6 out of 1040089.5
November 2007Fair6 out of 1040089.5
November 2005Fair6 out of 1040089.5
November 2003Fair6 out of 1040089.5
December 2001Fair6 out of 10110089.4
April 2000Fair6 out of 10110089.4
June 1998Fair6 out of 10110088.4
January 1996Fair6 out of 10110088.4
September 1993Good7 out of 10110095.9
December 1991Good7 out of 10110095.9