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SR1573 over MELCHOR BRANCH

Map

Coordinates:
+35.36742, -80.19585
35°22'03" N, 80°11'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1573 over MELCHOR BRANCH
Structure number:000000001670278
Location:50 FT. S. JCT. SR1535
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:24.9 ft. [7.6 m]
Total length:24.9 ft. [7.6 m]
Owner:State Highway Agency [01]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Aluminum, Wrought Iron or Cast Iron [9]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,700 [as of 2013]
Truck traffic:7% 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:85.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2017Good7 out of 10570085.0
August 2015Good7 out of 10650084.0
August 2013Good7 out of 10650084.0
August 2011Good7 out of 10620085.0
August 2009Good7 out of 10690085.0
September 2007Good7 out of 10690085.0
October 2005Good7 out of 10650085.0
August 2003Good7 out of 101100085.0
September 2001Good7 out of 101100085.0
July 1999Good7 out of 101030085.0
June 1991Good7 out of 10840085.0