TO BRUCKNER BLVD over RELIEF
Map
Coordinates:
+40.80512, -73.9250140°48'18" N, 73°55'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | TO BRUCKNER BLVD over RELIEF |
Structure number: | 00000000224005B |
Location: | OVER HARLEM RVR IN HARLEM |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 186.0 ft. [56.7 m] |
Total length: | 545.0 ft. [166.1 m] |
Roadway width between curbs: | 31.5 ft. [9.6 m] |
Deck width edge-to-edge: | 36.7 ft. [11.2 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 2011 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: September 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 44,047 [as of 2011] |
Truck traffic: | 7% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Superior to present desirable criteria [9] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 101.4 tons [92.2 metric tons] |
Inventory rating: | 44.9 tons [40.8 metric tons] |
Sufficiency rating: | 90.8 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $11,251,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
September 2015 | 90.8 | Good | Very Good | Excellent | Excellent | - | 44047 |
October 2013 | 90.8 | Good | Excellent | Excellent | Excellent | - | 44047 |
October 2011 | 96.1 | Good | Excellent | Excellent | Excellent | - | 20000 |
November 2009 | 55.4 | Poor | Poor | Fair | Fair | SD | 20000 |
July 2007 | 55.4 | Poor | Poor | Fair | Fair | SD | 20000 |
August 2005 | 55.4 | Poor | Poor | Fair | Fair | SD | 20000 |
August 2003 | 81.9 | Poor | Poor | Fair | Fair | SD | 20000 |
September 2001 | 59.4 | Poor | Poor | Fair | Fair | SD | 20000 |
September 1999 | 50.0 | Poor | Poor | Satisfactory | Satisfactory | SD | 20000 |
March 1998 | 52.1 | Fair | Fair | Satisfactory | Satisfactory | FO | 20000 |
February 1996 | 46.6 | Poor | Poor | Fair | Poor | SD | 20000 |
April 1994 | 47.5 | Poor | Poor | Fair | Poor | SD | 20000 |
May 1992 | 61.5 | Poor | Poor | Fair | Fair | SD | 20000 |
June 1990 | 47.5 | Poor | Poor | Poor | Poor | SD | 20000 |