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FAU 5095 over TODD CREEK

Map 

Coordinates:
+35.23472, -90.02139
35°14'05" N, 90°01'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 5095 over TODD CREEK
Structure number:790A0020001
Location:MILLINGTON ST - MEMPHIS
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:49.9 ft. [15.2 m]
Total length:154.9 ft. [47.2 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1983
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:2,970 [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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:90.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201590.2Not deficientSatisfactoryGoodGood2970
April 201390.2Not deficientSatisfactoryGoodGood2970
June 201190.2Not deficientSatisfactoryGoodGood2970
August 200990.2Not deficientSatisfactoryGoodGood2970
November 200790.2Not deficientSatisfactoryGoodGood2970
October 200590.3Not deficientSatisfactoryGoodGood2950
December 200390.2Not deficientSatisfactoryGoodGood3080
November 200190.3Not deficientSatisfactoryGoodGood2930
April 200090.3Not deficientSatisfactoryGoodGood2770
May 199892.2Not deficientSatisfactoryGoodGood3280
June 199892.3Not deficientSatisfactoryGoodGood2870
December 199592.2Not deficientGoodGoodGood3260
September 199392.1Not deficientGoodGoodGood3750
December 199194.9Not deficientGoodGoodGood500