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CLANTON ROAD over IRWIN CREEK

Map

Coordinates:
+35.20474, -80.89350
35°12'17" N, 80°53'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CLANTON ROAD over IRWIN CREEK
Structure number:000000001190375
Old structure number:000000000119375 (from 1992 edition)
Location:300 FT.N.JCT.SERGEANT RD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:43.0 ft. [13.1 m]
Total length:133.9 ft. [40.8 m]
Roadway width between curbs:52.5 ft. [16.0 m]
Deck width edge-to-edge:64.3 ft. [19.6 m]
Skew angle:12°
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:15,000 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:79.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016GoodGoodGoodGood1500079.4
May 2014GoodGoodGoodGood1500078.7
May 2012GoodGoodGoodGood1600079.2
May 2010GoodGoodGoodGood1600079.2
July 2008GoodGoodGoodGood1600079.2
April 2006GoodGoodGoodGood1600079.2
April 2004GoodVery GoodVery GoodVery Good1600079.2
July 2002GoodVery GoodVery GoodVery Good1600079.2
July 2000GoodVery GoodVery GoodVery Good1600079.2
April 1998GoodVery GoodVery GoodVery Good1600080.2
May 1996GoodVery GoodVery GoodGood1600080.2
August 1994GoodGoodVery GoodGood1600080.0
July 1992GoodVery GoodVery GoodGood1600080.0
April 1990GoodGoodVery GoodGood1600080.0