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FAU 2813 over DAYS CREEK

Map

Coordinates:
+35.05333, -89.99806
35°03'12" N, 89°59'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:FAU 2813 over DAYS CREEK
Structure number:79S81000007
Location:WINCHESTER RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:50.9 ft. [15.5 m]
Total length:126.0 ft. [38.4 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:86.3 ft. [26.3 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1965
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:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:21,590 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:34.7 tons [31.5 metric tons]
Inventory rating:18.8 tons [17.1 metric tons]
Sufficiency rating:33.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,690,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201733.5FairFairFairSatisfactoryFO21590
April 201533.5FairFairFairSatisfactoryFO21590
April 201333.5FairFairFairSatisfactoryFO21590
May 201133.5FairFairFairSatisfactoryFO21590
June 200943.5FairFairSatisfactorySatisfactoryFO21590
October 200743.5FairFairSatisfactorySatisfactoryFO21590
September 200544.5FairSatisfactoryGoodSatisfactoryFO23410
October 200344.5FairSatisfactoryGoodSatisfactoryFO25210
October 200144.5FairSatisfactoryGoodSatisfactoryFO26450
March 200044.5FairSatisfactoryGoodSatisfactoryFO26510
June 199844.5FairSatisfactoryGoodSatisfactoryFO24590
October 199554.5FairFairSatisfactorySatisfactoryFO28370
October 199354.5FairFairSatisfactorySatisfactoryFO28210
December 199155.8FairFairSatisfactorySatisfactoryFO24670