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FAU 2813 over HURRICANE CREEK

Map 

Coordinates:
+35.05250, -89.96667
35°03'09" N, 89°58'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2813 over HURRICANE CREEK
Structure number:79S81000009
Location:WINCHESTER RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:33.1 ft. [10.1 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:86.0 ft. [26.2 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
Year reconstructed:1985
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:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
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:28,530 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:46.5 tons [42.3 metric tons]
Inventory rating:27.7 tons [25.2 metric tons]
Sufficiency rating:77.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$416,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201577.9Not deficientSatisfactorySatisfactorySatisfactory28530
April 201377.9Not deficientSatisfactorySatisfactorySatisfactory28530
May 201164.9Not deficientSatisfactorySatisfactoryFair28530
June 200963.9Not deficientSatisfactorySatisfactoryFair28530
October 200764.9Not deficientSatisfactoryFairFair28530
September 200563.7Not deficientSatisfactoryFairFair31320
October 200362.7Not deficientSatisfactoryFairFair33940
October 200148.9Structurally deficientSatisfactoryFairPoor34550
March 200064.9Not deficientSatisfactorySatisfactoryFair35200
June 199864.9Not deficientSatisfactorySatisfactoryFair33860
October 199569.0Not deficientSatisfactorySatisfactoryFair35400
October 199371.0Not deficientSatisfactorySatisfactoryFair35040
December 199171.0Not deficientSatisfactorySatisfactoryFair34800