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SR 169 over CEDAR CREEK

Map

Coordinates:
+32.18707, -81.96882
32°11'13" N, 81°58'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 169 over CEDAR CREEK
Structure number:000000010900140
Location:4 MI NW OF CLAXTON
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:32.2 ft. [9.8 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1957
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:5
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:1,930 [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:Meets minimum tolerable limits to be left in place as is [4]
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:56.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$938,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodGoodGoodGood193056.5
February 2015GoodGoodGoodGood193056.5
February 2013GoodGoodGoodGood193055.2
February 2011GoodGoodGoodGood232052.9
February 2009GoodGoodGoodGood232052.9
February 2007GoodGoodGoodGood187055.3
February 2005GoodGoodGoodGood201053.1
February 2003GoodGoodGoodGood240066.1
February 2001GoodVery GoodGoodGood240066.1
March 1999GoodVery GoodGoodGood170068.3
March 1996GoodGoodGoodGood130069.6
April 1994GoodGoodGoodGood120069.7
May 1992GoodGoodGoodGood119069.7
August 1990GoodGoodGoodGood119068.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.640640000
Deck
Reinforced Concrete Top Flangesq. ft.5,1205,120000
Wearing Surfacessq. ft.5,1205,120000
Substructure
Reinforced Concrete Abutmentlinear ft.5252000
Steel Pileeach1616000
Steel Protective Coatingsq. ft.704704000
Reinforced Concrete Pier Caplinear ft.104104000
Joints
Pourable Jointlinear ft.1562601300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.320320000