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NFA 5450 over BRANCH

Map

Coordinates:
+35.05014, -90.15325
35°03'01" N, 90°09'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA 5450 over BRANCH
Structure number:79050920007
Location:P.R. LOWERY RD. - MEMPHIS
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:26.2 ft. [8.0 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1998
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
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:100 [as of 2018]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:94.1

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2017Good7 out of 1010094.1
May 2015Good7 out of 1010094.1
May 2013Good7 out of 1010091.1
June 2011Good7 out of 1010091.1
August 2009Good7 out of 1010091.1
November 2007Good7 out of 1010096.9
November 2005Good7 out of 1010096.9
November 2003Good7 out of 1010096.9
December 2001Good7 out of 10211095.6
April 2000Good8 out of 10211095.6
June 1998Good8 out of 10230095.5