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NFA L004 (SA 7904) over BRANCH

Map

Coordinates:
+35.18678, -89.72597
35°11'12" N, 89°43'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA L004 (SA 7904) over BRANCH
Structure number:79008110005
Location:PISGAH RD - MEMPHIS
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:15.1 ft. [4.6 m]
Total length:45.9 ft. [14.0 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1995
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,730 [as of 2018]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2017Good7 out of 10273094.6
May 2015Good7 out of 10273094.6
May 2013Good7 out of 10273094.6
June 2011Good7 out of 10273094.6
August 2009Good7 out of 10273094.6
November 2007Good7 out of 10273094.6
November 2005Good7 out of 10273094.6
December 2003Good7 out of 10273093.6
January 2002Good7 out of 1096094.5
May 2000Good7 out of 1096097.5
June 1998Good7 out of 10602094.8
February 1996Good8 out of 10140097.3