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Spangler MillRd682 over Pine Creek

Map

Coordinates:
+36.95087, -80.28447
36°57'03" N, 80°17'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Spangler MillRd682 over Pine Creek
Structure number:000000000007582
Location:0.85 RT 686; 1.25 RT 221
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:42.7 ft. [13.0 m]
Total length:46.9 ft. [14.3 m]
Roadway width between curbs:13.5 ft. [4.1 m]
Deck width edge-to-edge:14.1 ft. [4.3 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1932
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:90 [as of 2014]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:84.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018GoodVery GoodVery GoodVery Good9084.0
June 2016GoodExcellentExcellentVery Good9084.0
August 2015PoorFairPoorGood9026.2
August 2014PoorFairPoorGood8626.2
August 2013PoorFairPoorGood8626.2
August 2012PoorSatisfactoryPoorVery Good8643.7
August 2010FairGoodFairVery Good8656.8
September 2008FairGoodFairVery Good8656.8
October 2006FairGoodSatisfactoryVery Good4469.8
October 2004FairSatisfactorySatisfactoryVery Good5066.8
October 2002FairGoodSatisfactoryVery Good5066.8
October 2000FairGoodSatisfactoryVery Good5066.8
September 1998GoodExcellentGoodVery Good5066.8
October 1997PoorPoorVery GoodVery Good6836.0
September 1996PoorPoorVery GoodVery Good4636.1
September 1995PoorPoorVery GoodVery Good4636.1
September 1994FairFairVery GoodVery Good4665.8
September 1993FairFairVery GoodVery Good4165.8
October 1991GoodGoodVery GoodVery Good4170.8
November 1990GoodGoodVery GoodVery Good4070.8