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NFA G811 over BRANCH

Map

Coordinates:
+35.00417, -90.01333
35°00'15" N, 90°00'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA G811 over BRANCH
Structure number:790A9820001
Location:VILLA DEL REY - MEMPHIS
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:19.0 ft. [5.8 m]
Total length:25.9 ft. [7.9 m]
Skew angle:36°
Owner:City or Municipal Highway Agency [04]
Year built:1955
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span 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:150 [as of 2016]
Truck traffic:2% 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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:100.0

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 2015100.0Good7 out of 10-150
May 201397.0Good7 out of 10-150
June 201197.0Good7 out of 10-150
August 200997.0Good7 out of 10-150
November 200797.0Good7 out of 10-150
November 200597.0Good7 out of 10-150
November 200397.0Good7 out of 10-150
December 200196.9Good7 out of 10-680
April 200096.9Good7 out of 10-680
June 199896.9Good7 out of 10-680
April 199896.9Good7 out of 10-680
February 199696.9Good7 out of 10-680
September 199396.9Good8 out of 10-680
December 199196.9Good8 out of 10-680