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FAU 4189 over JOHNS CREEK

Map 

Coordinates:
+35.03500, -89.88611
35°02'06" N, 89°53'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 4189 over JOHNS CREEK
Structure number:790B2750002
Location:RAINES RD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:41.0 ft. [12.5 m]
Total length:103.0 ft. [31.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:County Highway Agency [02]
Year built:1963
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
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:14,810 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:38.6 tons [35.1 metric tons]
Inventory rating:22.8 tons [20.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:50.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,427,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201550.0Functionally obsoleteSatisfactoryFairSatisfactory14810
April 201350.0Functionally obsoleteSatisfactoryFairSatisfactory14810
May 201150.0Functionally obsoleteSatisfactoryFairSatisfactory14810
June 200958.3Functionally obsoleteSatisfactorySatisfactorySatisfactory14810
October 200758.3Functionally obsoleteSatisfactorySatisfactorySatisfactory14810
October 200556.7Functionally obsoleteSatisfactorySatisfactorySatisfactory19100
October 200357.4Functionally obsoleteSatisfactorySatisfactorySatisfactory17220
November 200157.0Functionally obsoleteSatisfactorySatisfactorySatisfactory18280
March 200057.1Functionally obsoleteSatisfactorySatisfactorySatisfactory18060
May 199856.7Functionally obsoleteSatisfactorySatisfactorySatisfactory18910
June 199857.6Functionally obsoleteGoodSatisfactorySatisfactory16540
December 199569.1Functionally obsoleteSatisfactorySatisfactorySatisfactory19110
September 199370.9Functionally obsoleteSatisfactorySatisfactorySatisfactory13140
December 199177.1Functionally obsoleteSatisfactorySatisfactorySatisfactory1030