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FAU 2827 over WHITE STATION CREEK

Map 

Coordinates:
+35.15194, -89.88778
35°09'07" N, 89°53'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2827 over WHITE STATION CREEK
Structure number:79L28270003
Location:WHITE STATION RD-MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:23.0 ft. [7.0 m]
Total length:68.9 ft. [21.0 m]
Roadway width between curbs:61.4 ft. [18.7 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:20,540 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
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:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$275,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201576.9Functionally obsoleteSatisfactoryGoodSatisfactory20540
April 201376.9Functionally obsoleteGoodGoodSatisfactory20540
May 201176.9Functionally obsoleteGoodGoodSatisfactory20540
June 200965.2Functionally obsoleteSatisfactoryGoodFair20540
October 200765.2Functionally obsoleteSatisfactoryGoodFair20540
September 200565.6Functionally obsoleteSatisfactoryGoodFair18900
October 200365.4Functionally obsoleteSatisfactoryGoodFair19730
November 200165.1Functionally obsoleteSatisfactoryGoodFair21310
March 200065.9Functionally obsoleteSatisfactoryGoodFair17410
June 199865.6Functionally obsoleteSatisfactoryGoodFair18880
November 199586.1Not deficientFairSatisfactorySatisfactory17490
October 199386.2Not deficientFairSatisfactorySatisfactory16950
December 199186.4Not deficientFairSatisfactorySatisfactory15890