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SR-202 WB (JTB) over RYALS SWAMP

Map 

Coordinates:
+30.25111, -81.49194
30°15'04" N, 81°29'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR-202 WB (JTB) over RYALS SWAMP
Structure number:720449
Location:0.4 MI. E. OF KERNAN RD.
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:49.9 ft. [15.2 m]
Total length:149.9 ft. [45.7 m]
Roadway width between curbs:64.3 ft. [19.6 m]
Deck width edge-to-edge:67.3 ft. [20.5 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1978
Year reconstructed:2009
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:49,250 [as of 2014]
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:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:47.1 tons [42.8 metric tons]
Inventory rating:39.5 tons [35.9 metric tons]
Sufficiency rating:94.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201594.3GoodGoodGoodGood-49250
August 201394.2GoodGoodVery GoodVery Good-50500
August 201194.7GoodGoodVery GoodVery Good-45500
August 200996.1GoodGoodVery GoodVery Good-41250
August 200794.2GoodGoodVery GoodVery Good-46500
August 200595.0GoodGoodVery GoodVery Good-39000
August 200397.5GoodGoodVery GoodVery Good-31500
August 200197.4GoodVery GoodVery GoodVery Good-33500
September 199996.5GoodVery GoodVery GoodVery Good-32500
September 199796.5GoodVery GoodVery GoodVery Good-37000
October 199598.1GoodVery GoodVery GoodVery Good-25500
October 199398.4GoodVery GoodVery GoodVery Good-21735
November 199198.9GoodVery GoodVery GoodVery Good-14494