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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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:38,620 [as of 2014]
Truck traffic:25% of total traffic
Deck condition:Good [7 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: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:81.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201581.6Not deficientGoodFairSatisfactory38620
March 201381.6Not deficientSatisfactoryFairFair38970
April 201181.8Not deficientSatisfactoryFairFair34710
May 200981.6Not deficientSatisfactoryFairFair38590
August 200780.5Not deficientSatisfactoryFairFair41130
September 200579.2Not deficientSatisfactoryFairFair45540
September 200379.6Not deficientSatisfactoryFairFair39600
October 200179.2Not deficientSatisfactorySatisfactoryFair45710
February 200090.8Not deficientSatisfactorySatisfactorySatisfactory39980
February 199992.9Not deficientSatisfactorySatisfactorySatisfactory38180
February 199883.6Not deficientSatisfactorySatisfactorySatisfactory40810
September 199588.9Not deficientSatisfactorySatisfactorySatisfactory38820
August 199389.0Not deficientSatisfactorySatisfactorySatisfactory37000
December 199189.1Not deficientSatisfactorySatisfactorySatisfactory36210