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CR657(STONE HARBR) over GREAT CHANNEL

Map 

Coordinates:
+39.05694, -74.70139
39°03'25" N, 74°42'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR657(STONE HARBR) over GREAT CHANNEL
Structure number:0500006
Location:3 M E OF GS PARKWAY INTER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:71.9 ft. [21.9 m]
Total length:904.9 ft. [275.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Owner:County Highway Agency [02]
Year built:1930
Year reconstructed:1992
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2016 

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:10,770 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:15.8 tons [14.4 metric tons]
Sufficiency rating:7.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,120,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 20167.0PoorGoodSeriousSatisfactorySD10770
August 201469.9FairGoodSatisfactorySatisfactoryFO10353
September 201269.9FairGoodSatisfactorySatisfactoryFO10335
September 201071.9FairGoodSatisfactorySatisfactoryFO10150
May 200872.0FairGoodSatisfactorySatisfactoryFO9945
June 200672.8FairGoodSatisfactorySatisfactoryFO7145
February 200445.5PoorGoodPoorSatisfactorySD6890
October 200173.9FairGoodSatisfactorySatisfactoryFO6820
October 199974.0FairGoodSatisfactorySatisfactory-6620
April 199774.0FairGoodSatisfactorySatisfactory-6620
November 199474.2FairGoodSatisfactorySatisfactory-6302
October 199274.2FairGoodSatisfactoryGood-6302
September 199046.0PoorGoodPoorFair-6060