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CLANTON ROAD over IRWIN CREEK

Map

Coordinates:
+35.20490, -80.89355
35°12'18" N, 80°53'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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]
Operating rating:94.8 tons [86.2 metric tons]
Inventory rating:56.9 tons [51.7 metric tons]
Sufficiency rating:79.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201679.4GoodGoodGoodGood-15000
May 201478.7GoodGoodGoodGood-15000
May 201279.2GoodGoodGoodGood-16000
May 201079.2GoodGoodGoodGood-16000
July 200879.2GoodGoodGoodGood-16000
April 200679.2GoodGoodGoodGood-16000
April 200479.2GoodVery GoodVery GoodVery Good-16000
July 200279.2GoodVery GoodVery GoodVery Good-16000
July 200079.2GoodVery GoodVery GoodVery Good-16000
April 199880.2GoodVery GoodVery GoodVery Good-16000
May 199680.2GoodVery GoodVery GoodGood-16000
August 199480.0GoodGoodVery GoodGood-16000
July 199280.0GoodVery GoodVery GoodGood-16000
April 199080.0GoodGoodVery GoodGood-16000