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SR-113 SB over MERRILL RD.

Map 

Coordinates:
+30.35222, -81.55222
30°21'08" N, 81°33'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR-113 SB over MERRILL RD.
Structure number:720737
Location:S. CONNECTOR/MERRILL RD
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:206.0 ft. [62.8 m]
Total length:206.0 ft. [62.8 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Owner:State Highway Agency [01]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: November 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:13,250 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 2016100.0GoodGoodVery GoodVery Good-13250
November 2014100.0GoodGoodVery GoodVery Good-12750
November 2012100.0GoodGoodVery GoodVery Good-13000
November 2010100.0GoodGoodVery GoodVery Good-11250
November 200899.5GoodGoodVery GoodGood-11250
November 2006100.0GoodVery GoodVery GoodVery Good-18250
November 200433.6GoodExcellentExcellentExcellent-16250