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EXECUTIVE CTR DR. over CAMPBELL CREEK

Map

Coordinates:
+35.19886, -80.74128
35°11'56" N, 80°44'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EXECUTIVE CTR DR. over CAMPBELL CREEK
Structure number:000000001190438
Location:0.4 MI.E.JCT.NC24
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:36.1 ft. [11.0 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 1991]
Truck traffic:7% 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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:99.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Fair6 out of 10500099.5
April 2014Fair6 out of 10500099.5
April 2012Good7 out of 10500099.5
April 2010Good7 out of 10500099.5
April 2008Good7 out of 10500099.5
March 2006Good7 out of 10500099.5
April 2004Good7 out of 10500099.5
August 2002Good7 out of 10500099.5
August 2000Good7 out of 10500099.5
March 1998Good7 out of 10500099.5
June 1990Good7 out of 10500099.6