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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: August 2014 

Status:Open, no restriction [A]
Average daily traffic:10,353 [as of 2012]
Truck traffic:3% of total traffic
Deck condition:Good [7 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 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:74.8 tons [68.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:69.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,750,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201469.9Functionally obsoleteGoodSatisfactorySatisfactory10353
September 201269.9Functionally obsoleteGoodSatisfactorySatisfactory10335
September 201071.9Functionally obsoleteGoodSatisfactorySatisfactory10150
May 200872.0Functionally obsoleteGoodSatisfactorySatisfactory9945
June 200672.8Functionally obsoleteGoodSatisfactorySatisfactory7145
February 200445.5Structurally deficientGoodPoorSatisfactory6890
October 200173.9Functionally obsoleteGoodSatisfactorySatisfactory6820
October 199974.0Not deficientGoodSatisfactorySatisfactory6620
April 199774.0Not deficientGoodSatisfactorySatisfactory6620
November 199474.2Not deficientGoodSatisfactorySatisfactory6302
October 199274.2Not deficientGoodSatisfactoryGood6302
September 199046.0Not deficientGoodPoorFair6060