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CR 281 over CEDAR CREEK

Map

Coordinates:
+32.37803, -84.18865
32°22'41" N, 84°11'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 281 over CEDAR CREEK
Structure number:000000019350390
Location:CITY LIMITS IDEAL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:41.0 ft. [12.5 m]
Total length:81.0 ft. [24.7 m]
Roadway width between curbs:14.8 ft. [4.5 m]
Deck width edge-to-edge:17.7 ft. [5.4 m]
Owner:County Highway Agency [02]
Year built:1988
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:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:470 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of replacement [2]
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:47.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$345,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018PoorPoorSatisfactoryGood47047.7
December 2016PoorPoorSatisfactorySatisfactory47047.7
December 2014PoorPoorSatisfactorySatisfactory47047.7
January 2013PoorPoorGoodSatisfactory47047.7
January 2011PoorPoorGoodSatisfactory14047.7
January 2009PoorPoorGoodSatisfactory14047.7
January 2007PoorPoorGoodSatisfactory15047.7
December 2004FairFairGoodSatisfactory10050.8
January 2003FairFairGoodSatisfactory10050.8
January 2001FairFairGoodSatisfactory10053.0
January 1999FairFairGoodSatisfactory10049.1
January 1997FairFairVery GoodVery Good10049.1
January 1995FairFairVery GoodVery Good10050.1
February 1993FairFairVery GoodVery Good10065.6
February 1991FairFairVery GoodVery Good10065.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.648064800
Steel Protective Coatingsq. ft.2,858002,8580
Substructure
Timber Abutmentlinear ft.34132100
Steel Pileeach60600
Steel Protective Coatingsq. ft.271002710
Reinforced Concrete Pier Caplinear ft.1717000
Deck
Timber Decksq. ft.1,215001,2150
Bearings
Movable Bearingeach1601600
Steel Protective Coatingsq. ft.1600160
Fixed Bearingeach1601600
Steel Protective Coatingsq. ft.1600160
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.162162000