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SR1718 over SOUTH HYCO CREEK

Map

Coordinates:
+36.24775, -79.15957
36°14'52" N, 79°09'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1718 over SOUTH HYCO CREEK
Structure number:000000000330068
Location:0.7 MI. E. JCT. NC49
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.1 ft. [3.7 m]
Total length:37.1 ft. [11.3 m]
Owner:State Highway Agency [01]
Year built:2005
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 continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:70 [as of 2000]
Truck traffic:6% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
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:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
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
May 2017Good8 out of 1070100.0
May 2015Good7 out of 1070100.0
May 2013Good7 out of 1070100.0
May 2011Good7 out of 1070100.0
May 2009Good8 out of 1070100.0
May 2007Good9 out of 1070100.0
January 2005Good9 out of 1070100.0
April 2003PoorN out of 107033.9
June 2001PoorN out of 109533.8
June 1999PoorN out of 109533.8
June 1991PoorN out of 106037.9