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CEDAR PT ROAD over CLAPBOARD CREEK

Map

Coordinates:
+30.46361, -81.54639
30°27'49" N, 81°32'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:CEDAR PT ROAD over CLAPBOARD CREEK
Structure number:724129
Location:1 MI E OF NEW BERLIN RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:43.6 ft. [13.3 m]
Total length:43.6 ft. [13.3 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1951
Year reconstructed:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,015 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:58.2 tons [52.9 metric tons]
Inventory rating:49.5 tons [45.0 metric tons]
Sufficiency rating:80.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$250,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201780.7FairGoodGoodSatisfactoryFO2015
January 201580.9FairGoodGoodSatisfactoryFO2015
January 201380.7FairGoodGoodSatisfactoryFO2011
January 201180.7FairGoodGoodSatisfactoryFO2011
January 200981.1FairGoodGoodSatisfactoryFO2011
January 200781.1FairGoodGoodSatisfactoryFO2011
January 200581.1FairGoodGoodSatisfactoryFO2011
January 200381.1FairGoodGoodSatisfactoryFO2011
January 200176.9FairGoodGoodSatisfactoryFO3051
January 199977.9FairGoodGoodSatisfactoryFO3051
January 199777.9GoodGoodGoodGoodFO3051
May 199577.8GoodGoodGoodGoodFO3051
May 199374.8GoodGoodGoodGoodFO3051
February 199374.8GoodGoodGoodGoodFO3051
July 199178.5Good-GoodGood-1471