Share:

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

Good/Fair/Poor Condition:Fair
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201550.0FairSatisfactoryFairSatisfactoryFO14810
April 201350.0FairSatisfactoryFairSatisfactoryFO14810
May 201150.0FairSatisfactoryFairSatisfactoryFO14810
June 200958.3FairSatisfactorySatisfactorySatisfactoryFO14810
October 200758.3FairSatisfactorySatisfactorySatisfactoryFO14810
October 200556.7FairSatisfactorySatisfactorySatisfactoryFO19100
October 200357.4FairSatisfactorySatisfactorySatisfactoryFO17220
November 200157.0FairSatisfactorySatisfactorySatisfactoryFO18280
March 200057.1FairSatisfactorySatisfactorySatisfactoryFO18060
June 199857.6FairGoodSatisfactorySatisfactoryFO16540
May 199856.7FairSatisfactorySatisfactorySatisfactoryFO18910
December 199569.1FairSatisfactorySatisfactorySatisfactoryFO19110
September 199370.9FairSatisfactorySatisfactorySatisfactoryFO13140
December 199177.1FairSatisfactorySatisfactorySatisfactoryFO1030