FAU 5207 over CANE CREEK


+35.10083, -90.00944
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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201792.8FairSatisfactorySatisfactoryGood-2080
April 201592.8GoodGoodGoodGood-2080
April 201392.8FairSatisfactoryGoodGood-2080
May 201192.8FairSatisfactoryGoodGood-2080
June 200992.8GoodGoodGoodGood-2080
November 200792.8GoodGoodGoodGood-2080
October 200592.8GoodGoodGoodGood-2020
October 200392.8GoodGoodGoodGood-1910
November 200192.8GoodGoodVery GoodGood-1790
April 200091.8GoodGoodVery GoodGood-2100
June 199891.8GoodGoodGoodVery Good-1800
May 199891.8GoodGoodVery GoodGood-1850
December 199594.9GoodVery GoodVery GoodVery Good-1850
September 199394.8GoodVery GoodVery GoodVery Good-2050
December 199193.6GoodVery GoodVery GoodVery Good-5500