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SR1300 over US17

Map

Coordinates:
+36.01763, -76.93032
36°01'03" N, 76°55'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1300 over US17
Structure number:000000000150171
Location:1.5 MI.N.JCT.US13BUS
Purpose:Carries highway over highway
Route classification:Local (Rural) [09]
Length of largest span:136.2 ft. [41.5 m]
Total length:282.2 ft. [86.0 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:46°
Owner:State Highway Agency [01]
Year built:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:300 [as of 2012]
Truck traffic:6% 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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:92.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018GoodGoodGoodGood30092.8
May 2016FairGoodFairGood30081.7
May 2014PoorVery GoodPoorVery Good30065.6
June 2012GoodGoodGoodGood65092.5
June 2010GoodVery GoodVery GoodGood65099.2
July 2008GoodGoodVery GoodVery Good65099.2
November 2007GoodExcellentExcellentExcellent65099.5