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SR 129 over CEDAR CREEK

Map

Coordinates:
+32.17451, -81.92209
32°10'28" N, 81°55'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 129 over CEDAR CREEK
Structure number:000000010900380
Location:1 MI N OF CLAXTON
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1993
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:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,820 [as of 2011]
Truck traffic:1% 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:96.1
Estimated cost of work:$938,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodGoodGoodGood182096.1
February 2015GoodVery GoodGoodGood182096.1
February 2013GoodVery GoodGoodGood182096.1
February 2011GoodVery GoodGoodGood238097.8
February 2009GoodVery GoodGoodGood238097.8
February 2007GoodVery GoodGoodGood220097.9
February 2005GoodVery GoodGoodGood218097.9
February 2003GoodVery GoodGoodGood220097.9
February 2001GoodVery GoodGoodGood230097.8
February 1999GoodVery GoodGoodGood220097.8
March 1996GoodVery GoodVery GoodVery Good220098.8
April 1994GoodVery GoodVery GoodVery Good180099.1
January 1993GoodVery GoodVery GoodVery Good173099.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.800800000
Deck
Reinforced Concrete Top Flangesq. ft.6,9286,928000
Substructure
Reinforced Concrete Abutmentlinear ft.112112000
Prestressed Concrete Pileeach1515000
Reinforced Concrete Pier Caplinear ft.168168000
Joints
Pourable Jointlinear ft.280280000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.320320000