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CR 621 (OCEAN DR) over UPPER THOROFARE

Map 

Coordinates:
+38.95750, -74.88139
38°57'27" N, 74°52'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 621 (OCEAN DR) over UPPER THOROFARE
Structure number:0500029
Location:1.25 MI E.OF GSP & RT 621
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:24.9 ft. [7.6 m]
Total length:355.0 ft. [108.2 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:23.0 ft. [7.0 m]
Vertical clearance below bridge:5.9 ft. [1.8 m]
Owner:County Highway Agency [02]
Year built:1939
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:14
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:9,135 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:29.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$15,600,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201629.8PoorFairFairPoorSD9135
August 201429.8PoorFairFairPoorSD8955
September 201230.8PoorSatisfactorySatisfactoryPoorSD8780
September 201047.8FairSatisfactoryGoodFairFO8620
May 200846.8FairSatisfactoryGoodFairFO9325
May 200652.0FairSatisfactoryGoodFairFO4800
January 200447.2FairFairFairFairFO8220
December 200147.2FairFairFairFairFO7980
January 200047.2FairFairFairFairFO7980
September 199947.5FairFairFairFairFO7828
April 199747.5FairFairFairFairFO7828
July 199547.7FairFairFairFairFO7600
June 199338.5FairFairFairFairFO7060
June 199138.5FairFairFairFairFO7060