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SR1513 over FISHING CREEK OVERFLOW

Map

Coordinates:
+36.28670, -78.03028
36°17'12" N, 78°01'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1513 over FISHING CREEK OVERFLOW
Structure number:000000001850129
Location:0.2 MI.N.SR1630
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:5.9 ft. [1.8 m]
Total length:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1997
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:180 [as of 2015]
Truck traffic:6% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2017Fair6 out of 1018099.9
August 2015Good7 out of 1033099.7
August 2013Good7 out of 1033099.7
September 2011Good7 out of 1037099.7
September 2009Good8 out of 1031099.7
February 2008Good8 out of 1021099.8
October 2005Good8 out of 1032099.7
September 2003Good8 out of 1012099.9
December 2001Good8 out of 1012099.9
February 2000Good8 out of 106099.9
October 1991FairN out of 107049.2