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GROVE PARK BLVD over BRYANTS CREEK

Map

Coordinates:
+30.29167, -81.57000
30°17'30" N, 81°34'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GROVE PARK BLVD over BRYANTS CREEK
Structure number:724252
Location:0.3 MI N OF BEACH BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:15.1 ft. [4.6 m]
Total length:194.9 ft. [59.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:13
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,900 [as of 2017]
Truck traffic:1% 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 replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:42.1 tons [38.3 metric tons]
Inventory rating:25.3 tons [23.0 metric tons]
Sufficiency rating:66.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$804,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201766.4FairSatisfactorySatisfactorySatisfactoryFO3900
January 201563.0FairSatisfactorySatisfactorySatisfactoryFO8051
January 201363.0FairSatisfactorySatisfactorySatisfactoryFO8051
January 201163.0FairSatisfactorySatisfactorySatisfactoryFO8051
January 200965.9FairSatisfactorySatisfactorySatisfactoryFO8051
January 200765.9FairSatisfactorySatisfactorySatisfactoryFO8051
January 200565.9FairSatisfactorySatisfactorySatisfactoryFO8051
January 200365.9FairSatisfactorySatisfactoryGoodFO8051
January 200167.9FairSatisfactorySatisfactorySatisfactoryFO8051
January 199967.7FairGoodGoodSatisfactoryFO8051
January 199767.1FairGoodGoodSatisfactoryFO8051
January 199660.7FairSatisfactorySatisfactoryGoodFO8051
December 199355.6GoodGoodGoodGoodFO8051
January 199255.6GoodGoodGoodGoodFO8051