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FAU 5012 over JOHNS CREEK

Map

Coordinates:
+35.06186, -89.89136
35°03'43" N, 89°53'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 5012 over JOHNS CREEK
Structure number:790B5590005
Location:KNIGHT ARNOLD RD - MEMPHI
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:129.9 ft. [39.6 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:74.5 ft. [22.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1962
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 Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:19,140 [as of 2018]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 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 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]
Sufficiency rating:42.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$703,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017PoorFairPoorSatisfactory1914042.0
April 2015PoorFairPoorSatisfactory1914056.7
April 2013FairFairFairSatisfactory1914073.5
May 2011PoorPoorFairSatisfactory1914066.2
June 2009FairSatisfactoryGoodSatisfactory1914079.7
November 2007FairSatisfactoryGoodSatisfactory1914079.7
October 2005FairSatisfactoryFairSatisfactory2225068.9
October 2003FairSatisfactorySatisfactoryFair2333068.8
November 2001PoorSatisfactorySatisfactoryPoor2085052.1
March 2000PoorSatisfactorySatisfactoryPoor2058052.1
June 1998PoorSatisfactorySatisfactoryPoor2196051.9
January 1996FairSatisfactorySatisfactorySatisfactory2151083.2
September 1993FairSatisfactorySatisfactorySatisfactory3084.2
December 1991FairSatisfactorySatisfactorySatisfactory10084.2