FAU 5207 over CANE CREEK


+35.10092, -90.00953
35°06'03" N, 90°00'34" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 5207 over CANE CREEK
Structure number:790B6100001
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:100.1 ft. [30.5 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:43.3 ft. [13.2 m]
Deck width edge-to-edge:50.9 ft. [15.5 m]
Skew angle:21°
Owner:City or Municipal Highway Agency [04]
Year built:1986
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,080 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry 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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:92.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactorySatisfactoryGood208092.8
April 2015GoodGoodGoodGood208092.8
April 2013FairSatisfactoryGoodGood208092.8
May 2011FairSatisfactoryGoodGood208092.8
June 2009GoodGoodGoodGood208092.8
November 2007GoodGoodGoodGood208092.8
October 2005GoodGoodGoodGood202092.8
October 2003GoodGoodGoodGood191092.8
November 2001GoodGoodVery GoodGood179092.8
April 2000GoodGoodVery GoodGood210091.8
June 1998GoodGoodGoodVery Good180091.8
May 1998GoodGoodVery GoodGood185091.8
December 1995GoodVery GoodVery GoodVery Good185094.9
September 1993GoodVery GoodVery GoodVery Good205094.8
December 1991GoodVery GoodVery GoodVery Good550093.6