RTE 27 over RTE I278, EAST RIVER, RT
Map
Coordinates:
+40.70959, -73.9919440°42'35" N, 73°59'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RTE 27 over RTE I278, EAST RIVER, RT |
Structure number: | 000000002240027 |
Location: | RTE 27 OVER EAST RIVER |
Purpose: | Carries highway and railroad over highway and waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 1469.9 ft. [448.0 m] |
Total length: | 5815.2 ft. [1772.4 m] |
Roadway width between curbs: | 35.1 ft. [10.7 m] |
Deck width edge-to-edge: | 106.0 ft. [32.3 m] |
Vertical clearance above deck: | 14.1 ft. [4.3 m] |
Vertical clearance below bridge: | 134.5 ft. [41.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1909 |
Year reconstructed: | 1968 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Suspension [13] |
Deck type: | Closed Grating [4] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Truck traffic: | 7% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of replacement [2] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 72.0 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $792,800,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Good | Fair | Good | - | 72.0 |
November 2016 | Fair | Good | Fair | Good | - | 72.0 |
October 2014 | Fair | Good | Fair | Good | 118657 | 47.0 |
November 2012 | Fair | Good | Fair | Good | 118700 | 47.0 |
December 2010 | Fair | Excellent | Satisfactory | Fair | 48416 | 47.0 |
November 2008 | Fair | Excellent | Satisfactory | Fair | 48416 | 47.0 |
November 2006 | Fair | - | Fair | Fair | 18598 | 46.5 |
October 2004 | Fair | Fair | Satisfactory | Fair | 18598 | 45.5 |
November 2002 | Fair | Fair | Fair | Fair | 16302 | 44.8 |
November 2000 | Poor | Fair | Poor | Satisfactory | 17205 | 7.4 |
October 1998 | Fair | Fair | Fair | Good | 75215 | 22.4 |
December 1996 | Poor | Poor | Poor | Poor | 70092 | 7.2 |
November 1994 | Poor | Poor | Serious | Serious | 70092 | 2.0 |
November 1992 | Poor | Poor | Serious | Poor | 116235 | 2.0 |
January 1991 | Poor | Poor | Serious | Poor | 116235 | 2.0 |
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 Stringer | linear ft. | 134,851 | 133,187 | 144 | 1,518 | 2 |
Steel Protective Coating | sq. ft. | 610,552 | 610,371 | 13 | 0 | 168 |
Steel Truss | linear ft. | 21,488 | 4,319 | 393 | 16,776 | 0 |
Steel Protective Coating | sq. ft. | 257,856 | 256,092 | 1,738 | 24 | 2 |
Masonry Arch | linear ft. | 360 | 0 | 360 | 0 | 0 |
Steel Main Cable | linear ft. | 12,448 | 12,366 | 58 | 24 | 0 |
Steel Protective Coating | sq. ft. | 77,932 | 77,812 | 120 | 0 | 0 |
Steel Secondary Cable | each | 632 | 594 | 38 | 0 | 0 |
Steel Protective Coating | sq. ft. | 31,784 | 31,784 | 0 | 0 | 0 |
Steel Floor Beam | linear ft. | 36,266 | 33,451 | 363 | 2,447 | 5 |
Steel Protective Coating | sq. ft. | 379,768 | 379,676 | 37 | 0 | 55 |
Steel Gusset Plate | each | 2,488 | 2 | 1,773 | 712 | 1 |
Steel Protective Coating | sq. ft. | 32,712 | 31,157 | 1,545 | 10 | 0 |
Substructure |
Steel Column | each | 10 | 6 | 4 | 0 | 0 |
Steel Protective Coating | sq. ft. | 988 | 988 | 0 | 0 | 0 |
Steel Column Tower/Trestle | linear ft. | 552 | 0 | 0 | 552 | 0 |
Steel Protective Coating | sq. ft. | 182,160 | 0 | 145,728 | 36,432 | 0 |
Masonry Pier Wall | linear ft. | 1,543 | 996 | 546 | 1 | 0 |
Masonry Abutment | linear ft. | 266 | 183 | 83 | 0 | 0 |
Other Material Pier Cap | linear ft. | 1,100 | 1,061 | 39 | 0 | 0 |
Deck |
Concrete Filled Grid Deck | sq. ft. | 203,414 | 203,414 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 188,617 | 84,940 | 103,053 | 624 | 0 |
Steel Protective Coating | sq. ft. | 203,414 | 202,557 | 0 | 857 | 0 |
Joints |
Compression Joint | linear ft. | 10,192 | 7,024 | 2,257 | 911 | 0 |
Assembly with Seal | each | 152 | 76 | 76 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 3,988 | 3,817 | 95 | 76 | 0 |
Steel Protective Coating | sq. ft. | 15,952 | 15,952 | 0 | 0 | 0 |
Movable Bearing | each | 32 | 32 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 128 | 128 | 0 | 0 | 0 |
Fixed Bearing | each | 3,794 | 3,773 | 12 | 9 | 0 |
Steel Protective Coating | sq. ft. | 16,840 | 16,840 | 0 | 0 | 0 |
Pot Bearing | each | 60 | 38 | 20 | 2 | 0 |
Steel Protective Coating | sq. ft. | 4,080 | 4,080 | 0 | 0 | 0 |
Disk Bearing | each | 44 | 36 | 8 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,992 | 2,992 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 32,660 | 21,640 | 10,646 | 374 | 0 |
Steel Protective Coating | sq. ft. | 264,090 | 97,608 | 109,414 | 56,822 | 246 |
Reinforced Concrete Bridge Rail | linear ft. | 722 | 722 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 13,700 | 6,150 | 0 | 7,550 | 0 |