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CROSS BAY BR EXIT over BEACH CHANNEL DR, JAMAIC

Map 

Coordinates:
+40.59566, -73.82092
40°35'44" N, 73°49'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CROSS BAY BR EXIT over BEACH CHANNEL DR, JAMAIC
Structure number:00000000552123D
Location:RAMP ATTACHED TO 5521239
Purpose:Carries highway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Tolls:Yes [1]
Length of largest span:129.9 ft. [39.6 m]
Total length:1056.2 ft. [321.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Vertical clearance above deck:17.7 ft. [5.4 m]
Vertical clearance below bridge:52.8 ft. [16.1 m]
Owner:Local Toll Authority [32]
Year built:1967
Year reconstructed:2012
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:12
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:5,500 [as of 2009]
Truck traffic:10% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Sufficiency rating:69.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$27,244,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201569.0Not deficientSatisfactorySatisfactorySatisfactory5500
September 201369.0Not deficientSatisfactorySatisfactorySatisfactory5500
September 201161.6Functionally obsoleteSatisfactoryFairSatisfactory5500
September 200953.2Functionally obsoleteSatisfactoryFairFair5500
August 200775.2Structurally deficientPoorSatisfactorySatisfactory5500
July 200575.2Structurally deficientPoorSatisfactorySatisfactory5500
August 200375.2Structurally deficientPoorSatisfactorySatisfactory5500
June 200166.8Functionally obsoleteSatisfactoryFairSatisfactory5500
June 199966.8Functionally obsoleteSatisfactoryFairSatisfactory5500
May 199723.3Structurally deficientSeriousPoorPoor5500
October 199523.0Structurally deficientSeriousPoorPoor5500
June 199426.0Structurally deficientPoorPoorPoor5500
May 199260.2Structurally deficientPoorPoorPoor5500
May 199057.0Structurally deficientPoorPoorPoor5500