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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 2014 

Status:Open, no restriction [A]
Average daily traffic:8,955 [as of 2014]
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]
Evaluation:Structurally deficient [1]
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:$14,000,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201429.8Structurally deficientFairFairPoor8955
September 201230.8Structurally deficientSatisfactorySatisfactoryPoor8780
September 201047.8Functionally obsoleteSatisfactoryGoodFair8620
May 200846.8Functionally obsoleteSatisfactoryGoodFair9325
May 200652.0Functionally obsoleteSatisfactoryGoodFair4800
January 200447.2Functionally obsoleteFairFairFair8220
December 200147.2Functionally obsoleteFairFairFair7980
January 200047.2Functionally obsoleteFairFairFair7980
September 199947.5Functionally obsoleteFairFairFair7828
April 199747.5Functionally obsoleteFairFairFair7828
July 199547.7Functionally obsoleteFairFairFair7600
June 199338.5Functionally obsoleteFairFairFair7060
June 199138.5Functionally obsoleteFairFairFair7060