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FAU 5012 over JOHNS CREEK

Map

Coordinates:
+35.06167, -89.89111
35°03'42" N, 89°53'28" 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 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:19,140 [as of 2016]
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]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:28.7 tons [26.1 metric tons]
Sufficiency rating:56.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$703,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201556.7PoorFairPoorSatisfactorySD19140
April 201373.5FairFairFairSatisfactoryFO19140
May 201166.2PoorPoorFairSatisfactorySD19140
June 200979.7FairSatisfactoryGoodSatisfactoryFO19140
November 200779.7FairSatisfactoryGoodSatisfactoryFO19140
October 200568.9FairSatisfactoryFairSatisfactoryFO22250
October 200368.8FairSatisfactorySatisfactoryFairFO23330
November 200152.1PoorSatisfactorySatisfactoryPoorSD20850
March 200052.1PoorSatisfactorySatisfactoryPoorSD20580
June 199851.9PoorSatisfactorySatisfactoryPoorSD21960
January 199683.2FairSatisfactorySatisfactorySatisfactoryFO21510
September 199384.2FairSatisfactorySatisfactorySatisfactoryFO30
December 199184.2FairSatisfactorySatisfactorySatisfactoryFO100