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SR-105 over CLAPBOARD CREEK

Map

Coordinates:
+30.40528, -81.50861
30°24'19" N, 81°30'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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:27.6 ft. [8.4 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Vertical clearance below bridge:12.1 ft. [3.7 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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,800 [as of 2015]
Truck traffic:15% 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:Basically intolerable requiring high priority of corrrective action [3]
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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:46.0 tons [41.8 metric tons]
Inventory rating:28.3 tons [25.7 metric tons]
Sufficiency rating:74.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$250,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201674.4FairSatisfactorySatisfactorySatisfactoryFO7800
September 201474.4FairSatisfactorySatisfactorySatisfactoryFO6900
September 201274.4FairSatisfactorySatisfactorySatisfactoryFO6500
September 201074.4FairSatisfactorySatisfactorySatisfactoryFO6000
September 200874.4FairSatisfactorySatisfactorySatisfactoryFO7200
September 200674.4FairGoodSatisfactorySatisfactoryFO8300
September 200474.7FairGoodSatisfactorySatisfactory-8400
September 200276.1FairGoodSatisfactorySatisfactory-7700
September 200073.5FairGoodSatisfactorySatisfactory-7300
September 199873.5FairGoodSatisfactorySatisfactory-7300
September 199671.5FairGoodSatisfactorySatisfactory-6200
September 199468.5FairGoodSatisfactoryGoodFO5300
September 199268.9GoodVery GoodGoodGoodFO3475
February 199176.7GoodVery GoodGoodGoodFO2490