Share:

FAU 5141 over FLETCHER CREEK

Map 

Coordinates:
+35.17222, -89.85500
35°10'20" N, 89°51'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 5141 over FLETCHER CREEK
Structure number:79051410001
Location:SHELBY OAKS DR-MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:99.1 ft. [30.2 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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 Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:7,200 [as of 2016]
Truck traffic:4% 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:Basically intolerable requiring high priority of replacement [2]
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 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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$506,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201574.5Functionally obsoleteSatisfactoryGoodGood7200
April 201374.5Functionally obsoleteSatisfactoryGoodGood7200
May 201174.5Functionally obsoleteSatisfactoryGoodGood7200
June 200974.5Functionally obsoleteSatisfactoryGoodGood7200
November 200774.5Functionally obsoleteSatisfactoryGoodGood7200
October 200575.2Functionally obsoleteSatisfactoryGoodGood7950
October 200375.3Functionally obsoleteGoodGoodGood7610
November 200174.3Functionally obsoleteGoodGoodGood9740
April 200073.6Functionally obsoleteGoodGoodGood9020
May 199876.7Functionally obsoleteGoodVery GoodGood8900
June 199876.1Not deficientGoodGoodGood10130
December 199576.8Not deficientSatisfactorySatisfactorySatisfactory8700
October 199476.6Not deficientSatisfactorySatisfactorySatisfactory9050