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SR1546 over KING CREEK

Map

Coordinates:
+35.23630, -82.71897
35°14'11" N, 82°43'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1546 over KING CREEK
Structure number:000000001750037
Location:.25 MI.S.JCT.SR1581
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:56.1 ft. [17.1 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:38.7 ft. [11.8 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,500 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:98.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016GoodGoodGoodGood550098.2
August 2014GoodGoodGoodGood550098.2
August 2012GoodGoodGoodGood550098.2
August 2010GoodVery GoodVery GoodVery Good540098.2
August 2008GoodVery GoodVery GoodVery Good570098.2
September 2006GoodVery GoodVery GoodVery Good560098.2
June 2004GoodVery GoodVery GoodVery Good580098.2
November 2002GoodExcellentExcellentExcellent580098.2
August 2000FairSatisfactorySatisfactoryFair440042.3
July 1998FairSatisfactorySatisfactoryFair440042.3
May 1990FairSatisfactoryGoodGood370050.6