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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:11.8 ft. [3.6 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 2014 

Status:Open, no restriction [A]
Average daily traffic:6,900 [as of 2013]
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: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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$250,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201474.4Functionally obsoleteSatisfactorySatisfactorySatisfactory6900
September 201274.4Functionally obsoleteSatisfactorySatisfactorySatisfactory6500
September 201074.4Functionally obsoleteSatisfactorySatisfactorySatisfactory6000
September 200874.4Functionally obsoleteSatisfactorySatisfactorySatisfactory7200
September 200674.4Functionally obsoleteGoodSatisfactorySatisfactory8300
September 200474.7Not deficientGoodSatisfactorySatisfactory8400
September 200276.1Not deficientGoodSatisfactorySatisfactory7700
September 200073.5Not deficientGoodSatisfactorySatisfactory7300
September 199873.5Not deficientGoodSatisfactorySatisfactory7300
September 199671.5Not deficientGoodSatisfactorySatisfactory6200
September 199468.5Functionally obsoleteGoodSatisfactoryGood5300
September 199268.9Functionally obsoleteVery GoodGoodGood3475
February 199176.7Functionally obsoleteVery GoodGoodGood2490