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FAU 2830 over JOHNS CREEK

Map 

Coordinates:
+35.05028, -89.88944
35°03'01" N, 89°53'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2830 over JOHNS CREEK
Structure number:79L28300001
Location:WINCHESTER RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:36.1 ft. [11.0 m]
Total length:108.9 ft. [33.2 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:1970
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 Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:26,160 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 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:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:74.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$418,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201574.8Not deficientFairVery GoodFair26160
April 201374.8Not deficientFairVery GoodFair26160
May 201174.8Not deficientFairVery GoodFair26160
June 200974.8Not deficientFairVery GoodFair26160
October 200774.8Not deficientFairGoodFair26160
September 200574.6Not deficientFairGoodFair28010
October 200374.1Not deficientFairGoodFair32070
November 200140.2Structurally deficientFairSatisfactorySerious32170
March 200040.3Structurally deficientFairSatisfactorySerious31960
June 199840.6Structurally deficientFairSatisfactorySerious30710
November 199586.7Not deficientSatisfactorySatisfactorySatisfactory31910
October 199375.9Not deficientSatisfactorySatisfactoryFair32630
December 199175.6Not deficientSatisfactorySatisfactoryFair36130