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RTE 23 over CSX TRANS/AMTRAK, HUDSON

Map

Coordinates:
+42.22906, -73.86584
42°13'45" N, 73°51'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:RTE 23 over CSX TRANS/AMTRAK, HUDSON
Structure number:000000005017820
Location:0.5 MI E JCT RTS 385 & 23
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Tolls:Yes [1]
Length of largest span:799.9 ft. [243.8 m]
Total length:5032.4 ft. [1533.8 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:141.7 ft. [43.2 m]
Owner:State Toll Authority [31]
Year built:1935
Year reconstructed:1993
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,995 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:80.2 tons [72.9 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:74.9
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$3,610,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201674.9FairFairSatisfactorySatisfactory-14995
June 201474.9FairFairSatisfactorySatisfactory-14266
May 201273.1FairFairSatisfactorySatisfactory-14300
September 201073.1FairFairSatisfactorySatisfactory-15182
October 200873.1FairFairSatisfactorySatisfactory-15182
May 200670.9FairFairSatisfactorySatisfactoryFO13567
May 200470.9FairFairSatisfactorySatisfactoryFO13609
July 200270.9FairFairSatisfactorySatisfactoryFO13609
July 200070.9FairFairSatisfactorySatisfactory-13130
June 199870.9FairFairSatisfactorySatisfactory-12728
May 199649.0PoorPoorPoorFair-12000
June 199449.0PoorPoorPoorFair-10964
September 199238.0PoorPoorFairPoorSD10197
May 199046.9PoorPoorFairFairSD10900