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TAYLOR SPRINGS RD over TIGER CREEK

Map

Coordinates:
+32.31500, -82.44861
32°18'54" N, 82°26'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TAYLOR SPRINGS RD over TIGER CREEK
Structure number:000000020950050
Location:6.5 MI SE OF TARRYTOWN
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:220.2 ft. [67.1 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:County Highway Agency [02]
Year built:1970
Year reconstructed:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:11
Main spans material:Prestressed concrete [5]
Main spans design:Channel beam [22]
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:Fair
Status:Open, no restriction [A]
Average daily traffic:600 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:81.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,289,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactorySatisfactorySatisfactory60081.1
June 2016FairSatisfactorySatisfactorySatisfactory60081.1
June 2014FairSatisfactorySatisfactorySatisfactory60081.1
May 2012FairSatisfactorySatisfactorySatisfactory60079.6
May 2010FairSatisfactorySatisfactorySatisfactory62079.6
June 2008FairSatisfactorySatisfactorySatisfactory62078.6
June 2006FairSatisfactorySatisfactorySatisfactory63078.6
May 2004FairSatisfactorySatisfactorySatisfactory74078.5
May 2002FairSatisfactorySatisfactorySatisfactory74078.5
June 2000FairSatisfactorySatisfactoryFair48059.7
June 1998PoorSatisfactorySatisfactorySerious47027.4
November 1995PoorSatisfactorySatisfactoryPoor43031.3
December 1993PoorSatisfactorySatisfactoryPoor39031.4
December 1991PoorSatisfactorySatisfactoryPoor27045.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,9801401,84000
Deck
Reinforced Concrete Top Flangesq. ft.5,54405,54400
Substructure
Reinforced Concrete Abutmentlinear ft.5454000
Timber Pileeach5005000
Reinforced Concrete Pier Caplinear ft.270269100
Joints
Pourable Jointlinear ft.2882642400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.440440000