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SR1461 over BRANCH OF ELISHA CREEK

Map

Coordinates:
+35.92304, -80.55544
35°55'23" N, 80°33'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1461 over BRANCH OF ELISHA CREEK
Structure number:000000000590096
Location:50 FT.S.JCT.SR1499
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.1 ft. [3.7 m]
Total length:44.9 ft. [13.7 m]
Skew angle:10°
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:3
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,800 [as of 2012]
Truck traffic:6% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:100.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2018Good7 out of 101800100.0
November 2016Good7 out of 101800100.0
November 2014Good7 out of 101800100.0
November 2012Fair5 out of 10170089.0
November 2010Fair6 out of 101900100.0
November 2008Fair6 out of 101700100.0
November 2006Fair6 out of 101700100.0
November 2004Fair6 out of 101700100.0
November 2002Fair6 out of 101700100.0
November 2000Fair6 out of 101500100.0
November 1998Fair6 out of 101500100.0
October 1990Good8 out of 101100100.0