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FAU 5207 over CANE CREEK

Map 

Coordinates:
+35.10083, -90.00944
35°06'03" N, 90°00'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 5207 over CANE CREEK
Structure number:790B6100001
Location:RAGAN ST - MEMPHIS
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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:2,080 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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. ratingEvaluationDeckSuper.Sub.ADT
April 201592.8Not deficientGoodGoodGood2080
April 201392.8Not deficientSatisfactoryGoodGood2080
May 201192.8Not deficientSatisfactoryGoodGood2080
June 200992.8Not deficientGoodGoodGood2080
November 200792.8Not deficientGoodGoodGood2080
October 200592.8Not deficientGoodGoodGood2020
October 200392.8Not deficientGoodGoodGood1910
November 200192.8Not deficientGoodVery GoodGood1790
April 200091.8Not deficientGoodVery GoodGood2100
May 199891.8Not deficientGoodVery GoodGood1850
June 199891.8Not deficientGoodGoodVery Good1800
December 199594.9Not deficientVery GoodVery GoodVery Good1850
September 199394.8Not deficientVery GoodVery GoodVery Good2050
December 199193.6Not deficientVery GoodVery GoodVery Good5500