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RTE 900 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:RTE 900 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 

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201569.0FairSatisfactorySatisfactorySatisfactory-5500
September 201369.0FairSatisfactorySatisfactorySatisfactory-5500
September 201161.6FairSatisfactoryFairSatisfactoryFO5500
September 200953.2FairSatisfactoryFairFairFO5500
August 200775.2PoorPoorSatisfactorySatisfactorySD5500
July 200575.2PoorPoorSatisfactorySatisfactorySD5500
August 200375.2PoorPoorSatisfactorySatisfactorySD5500
June 200166.8FairSatisfactoryFairSatisfactoryFO5500
June 199966.8FairSatisfactoryFairSatisfactoryFO5500
May 199723.3PoorSeriousPoorPoorSD5500
October 199523.0PoorSeriousPoorPoorSD5500
June 199426.0PoorPoorPoorPoorSD5500
May 199260.2PoorPoorPoorPoorSD5500
May 199057.0PoorPoorPoorPoorSD5500