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NFA 5450 over BRANCH

Map 

Coordinates:
+35.05556, -90.15306
35°03'20" N, 90°09'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA 5450 over BRANCH
Structure number:79050920005
Location:P.R. LOWERY RD. - MEMPHIS
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:14.1 ft. [4.3 m]
Total length:30.8 ft. [9.4 m]
Skew angle:40°
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: May 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2016]
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: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: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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:94.1

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 201594.1Good7 out of 10-100
May 201391.1Good7 out of 10-100
June 201191.1Good7 out of 10-100
August 200991.1Good7 out of 10-100
November 200796.9Good7 out of 10-100
November 200596.9Good7 out of 10-100
November 200396.9Good7 out of 10-100
December 200195.6Good7 out of 10-2110
April 200095.6Good8 out of 10-2110
June 199895.5Good8 out of 10-2300