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FAU 4385 over NONCONNAH CREEK

Map 

Coordinates:
+35.05556, -89.82833
35°03'20" N, 89°49'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 4385 over NONCONNAH CREEK
Structure number:79043850009
Location:RIVERDALE RD. - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:85.3 ft. [26.0 m]
Total length:341.2 ft. [104.0 m]
Roadway width between curbs:94.2 ft. [28.7 m]
Deck width edge-to-edge:107.9 ft. [32.9 m]
Skew angle:16°
Owner:City or Municipal Highway Agency [04]
Year built:1998
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 - Multiple [05]
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:34,670 [as of 2016]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:78.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$1,531,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201578.0Not deficientSatisfactoryGoodGood34670
May 201378.0Not deficientSatisfactoryGoodGood34670
July 201178.0Not deficientSatisfactoryGoodGood34670
July 200977.0Not deficientFairGoodGood34670
August 200778.0Not deficientSatisfactoryGoodGood34670
October 200586.5Not deficientSatisfactoryGoodGood6150
October 200386.6Not deficientGoodGoodGood7160
November 200177.0Not deficientGoodGoodGood40520
April 200082.0Not deficientGoodGoodGood38390
May 199882.0Not deficientGoodGoodGood37860