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CONFEDERATE PT RD over BUTCHER PIN CREEK

Map

Coordinates:
+30.26472, -81.73444
30°15'53" N, 81°44'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CONFEDERATE PT RD over BUTCHER PIN CREEK
Structure number:724088
Location:0.2 MI E OF BLANDING BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:36.1 ft. [11.0 m]
Total length:144.0 ft. [43.9 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:9,641 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:22.3 tons [20.3 metric tons]
Inventory rating:12.0 tons [10.9 metric tons]
Sufficiency rating:43.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$14,365,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201643.3FairSatisfactorySatisfactoryGoodFO9641
February 201443.3FairSatisfactorySatisfactoryGoodFO9641
February 201243.3FairSatisfactorySatisfactoryGoodFO9641
February 201040.7FairSatisfactorySatisfactoryGoodFO9641
February 200840.7FairSatisfactorySatisfactoryGoodFO9641
February 200640.7FairSatisfactorySatisfactoryGoodSD9641
February 200440.7FairSatisfactorySatisfactoryGoodSD9641
February 200240.7FairSatisfactorySatisfactoryGoodSD9641
February 200040.7FairSatisfactorySatisfactoryGoodSD9641
February 199940.7GoodGoodGoodGoodSD9641
February 199640.1GoodGoodGoodGoodFO9641
January 199433.9GoodGoodGoodGoodSD9641
February 199233.9GoodGoodGoodGoodSD9641