RTE I495 over RTE I495, RTE I495, QUEE
Map
Coordinates:
+40.73280, -73.8680440°43'58" N, 73°52'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RTE I495 over RTE I495, RTE I495, QUEE |
Structure number: | 000000002066011 |
Location: | 1.3 MI SW JCT GCP & I495 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 192.6 ft. [58.7 m] |
Total length: | 480.0 ft. [146.3 m] |
Roadway width between curbs: | 50.5 ft. [15.4 m] |
Deck width edge-to-edge: | 107.3 ft. [32.7 m] |
Vertical clearance below bridge: | 14.8 ft. [4.5 m] |
Skew angle: | 36° |
Owner: | State Highway Agency [01] |
Year built: | 1955 |
Year reconstructed: | 2003 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
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: May 2015
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 93,374 [as of 2011] |
Truck traffic: | 8% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Very Good [8 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] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 61.8 tons [56.2 metric tons] |
Inventory rating: | 24.0 tons [21.8 metric tons] |
Sufficiency rating: | 64.8 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $481,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
May 2015 | 64.8 | Fair | Very Good | Satisfactory | Very Good | FO | 93374 |
May 2013 | 77.0 | Good | Very Good | Good | Good | FO | 186748 |
June 2011 | 75.0 | Good | Very Good | Good | Good | - | 222948 |
June 2009 | 77.0 | Good | Very Good | Good | Good | - | 144517 |
June 2007 | 77.0 | Good | Very Good | Good | Good | - | 222948 |
June 2005 | 75.0 | Good | Very Good | Good | Good | - | 222948 |
August 2003 | 94.0 | Good | Very Good | Good | Good | - | 222948 |
March 2003 | 87.0 | Poor | Poor | Satisfactory | Satisfactory | SD | 189041 |
December 2000 | 87.0 | Poor | Poor | Satisfactory | Satisfactory | SD | 189041 |
December 1998 | 87.0 | Poor | Poor | Satisfactory | Satisfactory | SD | 206997 |
December 1996 | 60.0 | Poor | Poor | Poor | Poor | SD | 91677 |
October 1994 | 60.0 | Poor | Poor | Poor | Poor | SD | 91677 |