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DALECREST DRIVE over IRWIN CREEK

Map

Coordinates:
+35.28102, -80.81893
35°16'52" N, 80°49'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DALECREST DRIVE over IRWIN CREEK
Structure number:000000001190416
Old structure number:000000000119416 (from 1992 edition)
Location:250 FT E JCT VALEVIEW LN.
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:30.8 ft. [9.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1970
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:2,000 [as of 1990]
Truck traffic:7% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:98.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Fair6 out of 10200098.5
April 2014Fair6 out of 10200098.5
April 2012Good7 out of 10200098.5
April 2010Good7 out of 10200099.5
April 2008Good7 out of 10200099.5
March 2006Good7 out of 10200099.5
April 2004Good7 out of 10200099.5
July 2002Good7 out of 10200099.5
July 2000Good7 out of 10200099.5
March 1998Good7 out of 10200099.5
May 1996Good7 out of 10200099.5
September 1994Good7 out of 10200099.6
June 1992Good7 out of 10200099.6
May 1990Fair6 out of 10200099.6