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LK. JOSEPHINE DR. over WILSON CREEK

Map 

Coordinates:
+27.38472, -81.43167
27°23'05" N, 81°25'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LK. JOSEPHINE DR. over WILSON CREEK
Structure number:094013
Location:1.3MI W OF US-27
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.9 ft. [15.2 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:25.3 ft. [7.7 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:County Highway Agency [02]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:800 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:62.9 tons [57.2 metric tons]
Inventory rating:30.1 tons [27.4 metric tons]
Sufficiency rating:78.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201678.7GoodGoodGoodGood-800
June 201478.7GoodGoodGoodGood-800
June 201278.7GoodGoodGoodGood-800
July 201082.4GoodGoodGoodGood-800
July 200883.4GoodGoodGoodGood-800
July 200683.4GoodGoodGoodGood-800
July 200483.4GoodGoodGoodGood-800
August 200283.4GoodGoodGoodGood-800
August 200084.4GoodGoodGoodGood-800
August 199883.4GoodGoodGoodGood-800
March 199683.3GoodGoodGoodGood-800
March 199483.2GoodGoodGoodGood-500
February 199275.6GoodGoodGoodGood-500