FAU 5043 over BRANCH


+35.03711, -89.81408
35°02'14" N, 89°48'51" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 5043 over BRANCH
Structure number:790B2580003
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:13.1 ft. [4.0 m]
Total length:26.9 ft. [8.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1992
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 [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,640 [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:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:77.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$338,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2017Good7 out of 10764077.0
April 2015Good7 out of 10764077.0
April 2013Good7 out of 10764077.0
May 2011Good7 out of 10764077.0
June 2009Good7 out of 10764077.0
November 2007Good7 out of 10764077.0
October 2005Good7 out of 10857077.0
October 2003Good7 out of 10831077.0
November 2001Good7 out of 10806077.0
April 2000Good7 out of 10613077.0
June 1998Good7 out of 1090084.6
May 1998Good7 out of 10100082.7
December 1995Good8 out of 1085088.7
October 1993Good8 out of 1080089.1