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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
February 201643.3Functionally obsoleteSatisfactorySatisfactoryGood9641
February 201443.3Functionally obsoleteSatisfactorySatisfactoryGood9641
February 201243.3Functionally obsoleteSatisfactorySatisfactoryGood9641
February 201040.7Functionally obsoleteSatisfactorySatisfactoryGood9641
February 200840.7Functionally obsoleteSatisfactorySatisfactoryGood9641
February 200640.7Structurally deficientSatisfactorySatisfactoryGood9641
February 200440.7Structurally deficientSatisfactorySatisfactoryGood9641
February 200240.7Structurally deficientSatisfactorySatisfactoryGood9641
February 200040.7Structurally deficientSatisfactorySatisfactoryGood9641
February 199940.7Structurally deficientGoodGoodGood9641
February 199640.1Functionally obsoleteGoodGoodGood9641
January 199433.9Structurally deficientGoodGoodGood9641
February 199233.9Structurally deficientGoodGoodGood9641