RTE I278 over RTE I278, BROOKLYN BRIDG
Map
Coordinates:
+40.70343, -73.9912540°42'12" N, 73°59'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | RTE I278 over RTE I278, BROOKLYN BRIDG |
Structure number: | 000000002268508 |
Location: | ADJACENT TO YORK STREET |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 52.8 ft. [16.1 m] |
Total length: | 535.8 ft. [163.3 m] |
Roadway width between curbs: | 33.5 ft. [10.2 m] |
Deck width edge-to-edge: | 38.4 ft. [11.7 m] |
Vertical clearance above deck: | 13.1 ft. [4.0 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1944 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 11 |
Main spans material: | Concrete [1] |
Main spans design: | Frame [07] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2015
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 106,102 [as of 2006] |
Truck traffic: | 10% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Basically intolerable requiring high priority of replacement [2] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 85.9 tons [78.1 metric tons] |
Inventory rating: | 21.6 tons [19.6 metric tons] |
Sufficiency rating: | 28.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $20,090,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
June 2015 | 28.1 | Poor | Poor | Poor | Good | SD | 106102 |
July 2013 | 43.0 | Poor | Poor | Poor | Good | SD | 53051 |
June 2011 | 43.0 | Poor | Poor | Poor | Good | SD | 53050 |
May 2009 | 45.0 | Poor | Fair | Poor | Good | SD | 122522 |
May 2007 | 45.0 | Poor | Fair | Poor | Good | SD | 122522 |
May 2005 | 45.0 | Poor | Fair | Poor | Good | SD | 122522 |
May 2003 | 33.9 | Poor | Fair | Poor | Good | SD | 122522 |
May 2001 | 29.0 | Poor | Fair | Poor | Good | SD | 151509 |
April 2000 | 32.0 | Poor | Satisfactory | Poor | Satisfactory | SD | 151509 |
July 1999 | 32.0 | Poor | Satisfactory | Fair | Poor | SD | 137035 |
August 1998 | 32.0 | Poor | Satisfactory | Poor | Fair | SD | 123078 |
June 1997 | 32.0 | Poor | - | Poor | Fair | SD | 121124 |
May 1996 | 16.0 | Poor | - | Serious | Fair | SD | 121124 |
April 1995 | 16.0 | Poor | - | Serious | Fair | SD | 121124 |
February 1993 | 31.9 | Poor | - | Poor | Poor | SD | 112699 |