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FAU 2871 over NONCONNAH CREEK

Map 

Coordinates:
+35.06472, -89.84333
35°03'53" N, 89°50'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2871 over NONCONNAH CREEK
Structure number:79028710003
Location:KIRBY PKWY - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:86.0 ft. [26.2 m]
Total length:336.0 ft. [102.4 m]
Roadway width between curbs:102.7 ft. [31.3 m]
Deck width edge-to-edge:116.8 ft. [35.6 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1995
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Prestressed concrete continuous [6]
Main spans 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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:21,810 [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:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:83.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201583.0Not deficientGoodGoodGood21810
May 201383.0Not deficientGoodGoodGood21810
July 201183.0Not deficientGoodGoodGood21810
July 200983.0Not deficientSatisfactoryGoodSatisfactory21810
August 200782.0Not deficientSatisfactoryGoodSatisfactory21810
July 200582.0Not deficientSatisfactoryGoodSatisfactory34640
August 200371.0Not deficientGoodGoodFair20350
August 200171.0Not deficientGoodGoodFair19140
October 199986.0Not deficientGoodVery GoodVery Good18670
June 199885.0Not deficientGoodGoodVery Good20500
December 199585.0Not deficientGoodGoodVery Good20500
October 199355.5Functionally obsoleteSatisfactorySatisfactorySatisfactory25580
December 199155.5Functionally obsoleteSatisfactorySatisfactorySatisfactory19200