NFA H071 over BRANCH


+35.03125, -90.09219
35°01'52" N, 90°05'32" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA H071 over BRANCH
Structure number:790H0710001
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.0 ft. [6.1 m]
Total length:20.0 ft. [6.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1980
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:Fair
Status:Open, no restriction [A]
Average daily traffic:2,200 [as of 2018]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2017Fair6 out of 10220097.7
May 2015Fair6 out of 10220097.7
May 2013Good7 out of 10220096.7
June 2011Good7 out of 10220096.7
August 2009Good7 out of 10220096.7
November 2007Good7 out of 10220096.7
November 2005Good7 out of 10220096.7
November 2003Good7 out of 10220096.7
December 2001Good7 out of 1050096.9
April 2000Good7 out of 1050096.9
June 1998Good7 out of 1050099.9
April 1998Good7 out of 1050099.9
May 1996Good7 out of 1050099.9