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GROVE PARK BLVD over BRYANTS CREEK

Map 

Coordinates:
+30.29167, -81.57000
30°17'30" N, 81°34'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2015 

Status:Open, no restriction [A]
Average daily traffic:8,051 [as of 2013]
Truck traffic:5% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:63.0
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. ratingEvaluationDeckSuper.Sub.ADT
January 201563.0Functionally obsoleteSatisfactorySatisfactorySatisfactory8051
January 201363.0Functionally obsoleteSatisfactorySatisfactorySatisfactory8051
January 201163.0Functionally obsoleteSatisfactorySatisfactorySatisfactory8051
January 200965.9Functionally obsoleteSatisfactorySatisfactorySatisfactory8051
January 200765.9Functionally obsoleteSatisfactorySatisfactorySatisfactory8051
January 200565.9Functionally obsoleteSatisfactorySatisfactorySatisfactory8051
January 200365.9Functionally obsoleteSatisfactorySatisfactoryGood8051
January 200167.9Functionally obsoleteSatisfactorySatisfactorySatisfactory8051
January 199967.7Functionally obsoleteGoodGoodSatisfactory8051
January 199767.1Functionally obsoleteGoodGoodSatisfactory8051
January 199660.7Functionally obsoleteSatisfactorySatisfactoryGood8051
December 199355.6Functionally obsoleteGoodGoodGood8051
January 199255.6Functionally obsoleteGoodGoodGood8051