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FAP 3 over LOOSAHATCHIE RIVER

Map 

Coordinates:
+35.25972, -89.99389
35°15'35" N, 89°59'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAP 3 over LOOSAHATCHIE RIVER
Structure number:79SR0030037
Location:2.0 MI N OF SR388 JCT
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:73.5 ft. [22.4 m]
Total length:329.4 ft. [100.4 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:State Highway Agency [01]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,890 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Operating rating:54.5 tons [49.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:87.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201687.0FairSatisfactorySatisfactoryFair-17890
June 201598.2GoodGoodGoodGood-17890
June 201398.1GoodGoodGoodGood-19180
June 201197.1FairSatisfactoryGoodGood-19220
July 200997.0FairSatisfactoryGoodGood-20590
July 200796.9GoodGoodGoodGood-22930
July 200597.0GoodGoodGoodGood-22240
July 200396.9GoodGoodGoodGood-23750
August 200198.9GoodGoodGoodGood-23590
September 199996.8GoodGoodGoodGood-25540
February 199895.8GoodGoodGoodGood-23300
September 199555.3FairFairFairSatisfactoryFO23550
August 199355.2FairFairFairSatisfactoryFO24150
December 199154.9FairFairFairSatisfactoryFO26250