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SR-105 over CLAPBOARD CREEK

Map

Coordinates:
+30.40531, -81.50847
30°24'19" N, 81°30'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR-105 over CLAPBOARD CREEK
Structure number:720060
Location:SR-105 / CLAPBOARD CREEK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:47.9 ft. [14.6 m]
Total length:912.1 ft. [278.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Owner:State Highway Agency [01]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:25
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: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,100 [as of 2017]
Truck traffic:16% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:76.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$250,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactorySatisfactorySatisfactory810076.4
September 2016FairSatisfactorySatisfactorySatisfactory780074.4
September 2014FairSatisfactorySatisfactorySatisfactory690074.4
September 2012FairSatisfactorySatisfactorySatisfactory650074.4
September 2010FairSatisfactorySatisfactorySatisfactory600074.4
September 2008FairSatisfactorySatisfactorySatisfactory720074.4
September 2006FairGoodSatisfactorySatisfactory830074.4
September 2004FairGoodSatisfactorySatisfactory840074.7
September 2002FairGoodSatisfactorySatisfactory770076.1
September 2000FairGoodSatisfactorySatisfactory730073.5
September 1998FairGoodSatisfactorySatisfactory730073.5
September 1996FairGoodSatisfactorySatisfactory620071.5
September 1994FairGoodSatisfactoryGood530068.5
September 1992GoodVery GoodGoodGood347568.9
February 1991GoodVery GoodGoodGood249076.7