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FAP 4 over JOHNS CREEK

Map 

Coordinates:
+35.02222, -89.89944
35°01'20" N, 89°53'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAP 4 over JOHNS CREEK
Structure number:79SR0040003
Location:.14 M FM SR175
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:24.6 ft. [7.5 m]
Total length:122.4 ft. [37.3 m]
Roadway width between curbs:35.4 ft. [10.8 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Owner:State Highway Agency [01]
Year built:1929
Year reconstructed:1975
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:40,140 [as of 2015]
Truck traffic:25% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:52.5 tons [47.7 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:81.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201781.5FairGoodFairFair-40140
March 201581.6FairGoodFairSatisfactory-38620
March 201381.6FairSatisfactoryFairFair-38970
April 201181.8FairSatisfactoryFairFair-34710
May 200981.6FairSatisfactoryFairFair-38590
August 200780.5FairSatisfactoryFairFair-41130
September 200579.2FairSatisfactoryFairFair-45540
September 200379.6FairSatisfactoryFairFair-39600
October 200179.2FairSatisfactorySatisfactoryFair-45710
February 200090.8FairSatisfactorySatisfactorySatisfactory-39980
February 199992.9FairSatisfactorySatisfactorySatisfactory-38180
February 199883.6FairSatisfactorySatisfactorySatisfactory-40810
September 199588.9FairSatisfactorySatisfactorySatisfactory-38820
August 199389.0FairSatisfactorySatisfactorySatisfactory-37000
December 199189.1FairSatisfactorySatisfactorySatisfactory-36210