Share:

S-3-65 over TRIB TO THREE RUNS CREEK

Map

Coordinates:
+33.13409, -81.45464
33°08'03" N, 81°27'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-3-65 over TRIB TO THREE RUNS CREEK
Structure number:000000000005658
Old structure number:000370006500100 (from 1992 edition)
Location:12.3MI NW ALLENDALE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:1970
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:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:120 [as of 2017]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry 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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:73.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018GoodGoodGoodVery Good12073.2
May 2016GoodVery GoodVery GoodVery Good12073.2
May 2015GoodGoodGoodGood12073.2
May 2014GoodGoodGoodGood12073.2
June 2013GoodGoodGoodGood12073.2
May 2012GoodGoodGoodGood12073.2
June 2011GoodGoodGoodGood10873.2
July 2010GoodGoodGoodGood10873.2
July 2009GoodGoodGoodGood10873.2
July 2008GoodGoodGoodGood10873.2
July 2007GoodGoodGoodGood10873.2
June 2006GoodGoodGoodGood11073.2
July 2005GoodGoodGoodGood11073.2
June 1999GoodVery GoodVery GoodVery Good11073.4
April 1991GoodVery GoodVery GoodGood9073.2