RTE 44 over AMTRAK, Gerald Drive, Ri
Map
Coordinates:
+41.70338, -73.9505741°42'12" N, 73°57'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RTE 44 over AMTRAK, Gerald Drive, Ri |
Structure number: | 000000005025530 |
Location: | JCT RTS 44-55 < HUDSON R |
Purpose: | Carries highway and pedestrian walkway over highway, waterway, and railroad |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Tolls: | Yes [1] |
Length of largest span: | 1494.8 ft. [455.6 m] |
Total length: | 4201.3 ft. [1280.5 m] |
Roadway width between curbs: | 30.8 ft. [9.4 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Vertical clearance above deck: | 14.8 ft. [4.5 m] |
Vertical clearance below bridge: | 134.5 ft. [41.0 m] |
Owner: | State Toll Authority [31] |
Year built: | 1930 |
Year reconstructed: | 1989 |
Historic significance: | Historical significance is not determinable at this time [4] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Suspension [13] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 40,831 [as of 2014] |
Truck traffic: | 4% 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: | Basically intolerable requiring high priority of corrrective action [3] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 51.2 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $196,908,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Fair | Satisfactory | Satisfactory | 40831 | 51.2 |
May 2016 | Fair | Fair | Satisfactory | Satisfactory | 37852 | 52.9 |
July 2014 | Fair | Fair | Satisfactory | Satisfactory | 37654 | 53.1 |
June 2012 | Fair | Fair | Satisfactory | Satisfactory | 37700 | 53.1 |
August 2010 | Fair | Fair | Satisfactory | Satisfactory | 40008 | 51.1 |
July 2008 | Fair | Fair | Satisfactory | Satisfactory | 38482 | 52.9 |
May 2006 | Fair | Fair | Satisfactory | Satisfactory | 38400 | 52.3 |
June 2004 | Fair | Fair | Satisfactory | Satisfactory | 36411 | 54.3 |
July 2002 | Fair | Fair | Satisfactory | Satisfactory | 36411 | 54.3 |
July 2000 | Fair | Fair | Satisfactory | Satisfactory | 34699 | 52.3 |
June 1998 | Fair | Fair | Satisfactory | Satisfactory | 34428 | 52.3 |
August 1996 | Fair | Fair | Fair | Fair | 32700 | 47.2 |
July 1994 | Poor | Poor | Fair | Fair | 32030 | 45.2 |
July 1992 | Poor | Poor | Fair | Fair | 32552 | 44.7 |
June 1991 | Fair | Fair | Fair | Fair | 32600 | 44.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 3,123 | 3,105 | 17 | 1 | 0 |
Steel Protective Coating | sq. ft. | 40,625 | 0 | 40,467 | 158 | 0 |
Reinforced Concrete Girder/Beam | linear ft. | 710 | 416 | 290 | 4 | 0 |
Steel Stringer | linear ft. | 49,006 | 44,027 | 4,527 | 452 | 0 |
Steel Protective Coating | sq. ft. | 248,564 | 0 | 246,234 | 2,330 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 36,091 | 0 | 35,959 | 132 | 0 |
Wearing Surfaces | sq. ft. | 31,167 | 0 | 31,167 | 0 | 0 |
Superstructure |
Steel Truss | linear ft. | 6,477 | 169 | 6,168 | 140 | 0 |
Steel Protective Coating | sq. ft. | 432,157 | 0 | 427,996 | 4,161 | 0 |
Steel Main Cable | linear ft. | 9,326 | 0 | 9,325 | 1 | 0 |
Steel Protective Coating | sq. ft. | 43,809 | 0 | 43,752 | 57 | 0 |
Steel Secondary Cable | each | 282 | 0 | 282 | 0 | 0 |
Steel Protective Coating | sq. ft. | 34,644 | 0 | 33,798 | 846 | 0 |
Steel Floor Beam | linear ft. | 8,568 | 1,360 | 6,774 | 434 | 0 |
Steel Protective Coating | sq. ft. | 121,381 | 0 | 120,298 | 1,083 | 0 |
Reinforced Concrete Floor Beam | linear ft. | 532 | 0 | 444 | 88 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 12,816 | 0 | 12,776 | 40 | 0 |
Wearing Surfaces | sq. ft. | 8,177 | 0 | 8,127 | 50 | 0 |
Superstructure |
Steel Pin or Pin & Hangar Assembly | each | 12 | 0 | 8 | 4 | 0 |
Steel Protective Coating | sq. ft. | 1,108 | 277 | 831 | 0 | 0 |
Steel Gusset Plate | each | 644 | 346 | 298 | 0 | 0 |
Steel Protective Coating | sq. ft. | 15,456 | 0 | 15,317 | 139 | 0 |
Substructure |
Reinforced Concrete Column | each | 25 | 7 | 16 | 2 | 0 |
Steel Column Tower/Trestle | linear ft. | 552 | 380 | 172 | 0 | 0 |
Steel Protective Coating | sq. ft. | 177,552 | 88,778 | 79,898 | 8,876 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 1,286 | 78 | 1,196 | 12 | 0 |
Other Material Pier Wall | linear ft. | 230 | 0 | 230 | 0 | 0 |
Masonry Pier Wall | linear ft. | 1,302 | 0 | 1,302 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 149 | 78 | 71 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 228 | 112 | 116 | 0 | 0 |
Deck |
Concrete Filled Grid Deck | sq. ft. | 102,000 | 81,602 | 16,319 | 4,079 | 0 |
Wearing Surfaces | sq. ft. | 93,000 | 0 | 92,966 | 34 | 0 |
Joints |
Compression Joint | linear ft. | 353 | 16 | 329 | 8 | 0 |
Open Joint | linear ft. | 62 | 0 | 62 | 0 | 0 |
Other Joint | linear ft. | 456 | 75 | 379 | 2 | 0 |
Bearings |
Movable Bearing | each | 80 | 9 | 58 | 13 | 0 |
Steel Protective Coating | sq. ft. | 400 | 0 | 380 | 20 | 0 |
Fixed Bearing | each | 56 | 6 | 50 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 8,657 | 2,641 | 5,787 | 229 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 127 | 0 | 127 | 0 | 0 |
Masonry Bridge Rail | linear ft. | 293 | 36 | 257 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 19,986 | 0 | 19,342 | 644 | 0 |
Wearing Surfaces | sq. ft. | 17,093 | 0 | 17,084 | 9 | 0 |