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SR 17 over LITTLE BRIER CREEK

Map

Coordinates:
+33.34029, -82.45779
33°20'25" N, 82°27'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 17 over LITTLE BRIER CREEK
Structure number:000000030100110
Location:12.6 MI SE OF WARRENTON
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:36.1 ft. [11.0 m]
Total length:215.9 ft. [65.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:6
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,020 [as of 2011]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:94.5
Estimated cost of work:$1,266,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactoryVery GoodSatisfactory302094.5
February 2015FairSatisfactoryVery GoodSatisfactory302094.5
February 2013FairSatisfactoryVery GoodSatisfactory302093.4
February 2011FairSatisfactoryVery GoodSatisfactory360092.7
February 2009FairSatisfactoryVery GoodSatisfactory360092.7
February 2007FairSatisfactoryVery GoodSatisfactory361092.7
February 2005FairSatisfactoryVery GoodSatisfactory340093.0
January 2003FairSatisfactoryVery GoodSatisfactory360091.2
February 2001GoodGoodVery GoodGood376091.0
April 1999GoodGoodVery GoodGood376092.5
April 1997GoodVery GoodVery GoodVery Good376090.5
May 1995GoodVery GoodVery GoodVery Good376091.5
August 1993GoodVery GoodVery GoodVery Good376091.5
January 1992GoodVery GoodVery GoodVery Good248093.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,0801,080000
Deck
Reinforced Concrete Decksq. ft.9,3548,96838600
Substructure
Reinforced Concrete Abutmentlinear ft.9490400
Steel Pileeach2525000
Steel Protective Coatingsq. ft.8918514000
Reinforced Concrete Pier Caplinear ft.205205000
Joints
Pourable Jointlinear ft.280280000
Bearings
Elastomeric Bearingeach6060000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.432432000