NFA G811 over BRANCH


+35.00422, -90.01347
35°00'15" N, 90°00'48" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA G811 over BRANCH
Structure number:790A9820001
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: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2018]
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: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]
Sufficiency rating:100.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2017Good7 out of 10150100.0
May 2015Good7 out of 10150100.0
May 2013Good7 out of 1015097.0
June 2011Good7 out of 1015097.0
August 2009Good7 out of 1015097.0
November 2007Good7 out of 1015097.0
November 2005Good7 out of 1015097.0
November 2003Good7 out of 1015097.0
December 2001Good7 out of 1068096.9
April 2000Good7 out of 1068096.9
June 1998Good7 out of 1068096.9
April 1998Good7 out of 1068096.9
February 1996Good7 out of 1068096.9
September 1993Good8 out of 1068096.9
December 1991Good8 out of 1068096.9