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HYDE PARK ROAD over WILLIAMSON CREEK

Map

Coordinates:
+30.27333, -81.74083
30°16'24" N, 81°44'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:HYDE PARK ROAD over WILLIAMSON CREEK
Structure number:724001
Location:0.1 MI N OF EDGEWATER DR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:15.1 ft. [4.6 m]
Total length:105.0 ft. [32.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:7
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,541 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:21.7 tons [19.7 metric tons]
Sufficiency rating:62.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201662.7FairGoodGoodFair-1541
November 201462.7FairGoodGoodFair-1541
November 201262.7FairGoodGoodFair-1541
November 201062.7FairGoodGoodFair-1541
November 200862.7FairGoodGoodFair-1541
November 200662.2FairGoodGoodFair-1541
November 200472.3FairGoodGoodSatisfactory-1541
November 200272.3FairGoodGoodSatisfactory-1541
November 200073.3FairSatisfactorySatisfactorySatisfactory-1541
November 199873.3FairSatisfactorySatisfactoryGood-1541
November 199673.4FairSatisfactorySatisfactoryGood-1541
July 199570.7FairSatisfactorySatisfactoryGood-1541
July 199372.8GoodGoodGoodGood-1541
August 199167.8GoodGoodGoodGood-1541