Share:

FAU 5030 over JOHNS CREEK

Map 

Coordinates:
+35.06861, -89.88778
35°04'07" N, 89°53'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 5030 over JOHNS CREEK
Structure number:790B5670001
Location:COTTONWOOD RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:50.9 ft. [15.5 m]
Total length:128.9 ft. [39.3 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:54.5 ft. [16.6 m]
Skew angle:26°
Owner:City or Municipal Highway Agency [04]
Year built:1961
Historic significance:Historical significance is not determinable at this time [4]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:6,250 [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:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:43.6 tons [39.6 metric tons]
Inventory rating:28.7 tons [26.1 metric tons]
Sufficiency rating:90.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201590.2Not deficientSatisfactoryGoodGood6250
April 201389.2Not deficientFairGoodSatisfactory6250
May 201178.1Not deficientFairGoodFair6250
June 200978.1Not deficientFairGoodFair6250
November 200778.1Not deficientFairGoodFair6250
October 200579.1Not deficientGoodGoodFair6580
October 200378.9Not deficientGoodGoodFair8370
November 200179.1Not deficientGoodGoodFair6620
April 200079.0Not deficientGoodVery GoodFair7030
May 199879.0Not deficientGoodVery GoodFair7180
June 199890.1Not deficientSatisfactoryGoodGood7600
December 199585.5Not deficientSatisfactorySatisfactorySatisfactory8200
September 199385.2Not deficientSatisfactorySatisfactorySatisfactory11400
December 199185.2Not deficientSatisfactorySatisfactorySatisfactory11800