Share:

SR1407 over RILEY S CREEK OVERFLOW

Map

Coordinates:
+34.44459, -77.98215
34°26'41" N, 77°58'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1407 over RILEY S CREEK OVERFLOW
Structure number:000000001410165
Old structure number:000000000141165 (from 1992 edition)
Location:0.5 MI N JCT NC210
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:8.9 ft. [2.7 m]
Total length:22.0 ft. [6.7 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1985
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:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:620 [as of 2013]
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: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]
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:99.1

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2018Fair6 out of 1062099.1
September 2016Fair6 out of 1062099.1
September 2014Good7 out of 1062099.1
September 2012Fair5 out of 1076086.7
September 2010Fair6 out of 1066097.8
October 2008Fair6 out of 1064097.8
December 2006Good7 out of 1064097.8
November 2004Good7 out of 1064097.8
November 2002Good7 out of 1056097.8
January 2001Good7 out of 1067099.7
May 1999Good7 out of 1054099.8
September 1997Good7 out of 1048099.8
August 1995Good7 out of 1038099.9
July 1993Good7 out of 1030099.9
July 1991Good7 out of 1030098.9