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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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:21,590 [as of 2016]
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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
April 201533.5Functionally obsoleteFairFairSatisfactory21590
April 201333.5Functionally obsoleteFairFairSatisfactory21590
May 201133.5Functionally obsoleteFairFairSatisfactory21590
June 200943.5Functionally obsoleteFairSatisfactorySatisfactory21590
October 200743.5Functionally obsoleteFairSatisfactorySatisfactory21590
September 200544.5Functionally obsoleteSatisfactoryGoodSatisfactory23410
October 200344.5Functionally obsoleteSatisfactoryGoodSatisfactory25210
October 200144.5Functionally obsoleteSatisfactoryGoodSatisfactory26450
March 200044.5Functionally obsoleteSatisfactoryGoodSatisfactory26510
June 199844.5Functionally obsoleteSatisfactoryGoodSatisfactory24590
October 199554.5Functionally obsoleteFairSatisfactorySatisfactory28370
October 199354.5Functionally obsoleteFairSatisfactorySatisfactory28210
December 199155.8Functionally obsoleteFairSatisfactorySatisfactory24670