RTE 440 over RELIEF
Map
Coordinates:
+40.52962, -74.2238340°31'47" N, 74°13'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | RTE 440 over RELIEF |
Structure number: | 000000001075112 |
Location: | .3 MI N SH440/W SHORE EXP |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 87.9 ft. [26.8 m] |
Total length: | 91.9 ft. [28.0 m] |
Roadway width between curbs: | 41.0 ft. [12.5 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Skew angle: | 14° |
Owner: | State Highway Agency [01] |
Year built: | 1972 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span 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 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 37,694 [as of 2002] |
Truck traffic: | 8% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 101.8 tons [92.5 metric tons] |
Inventory rating: | 60.8 tons [55.3 metric tons] |
Sufficiency rating: | 98.2 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $2,279,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
May 2016 | 98.2 | Fair | Very Good | Good | Satisfactory | - | 37694 |
April 2014 | 98.2 | Fair | Very Good | Good | Satisfactory | - | 37694 |
April 2012 | 97.2 | Fair | Good | Good | Satisfactory | - | 37694 |
May 2010 | 97.3 | Good | Good | Good | Good | - | 36803 |
July 2008 | 97.3 | Good | Good | Good | Good | - | 36418 |
April 2006 | 97.4 | Good | Very Good | Very Good | Good | - | 35125 |
April 2004 | 97.2 | Good | Very Good | Very Good | Good | - | 37694 |
April 2002 | 97.2 | Fair | Good | Good | Satisfactory | - | 39495 |
February 2000 | 97.1 | Fair | Good | Good | Satisfactory | - | 41141 |
February 1998 | 85.8 | Fair | Good | Good | Fair | - | 41483 |
May 1996 | 79.9 | Fair | Satisfactory | Satisfactory | Fair | FO | 36400 |
June 1994 | 80.0 | Fair | Satisfactory | Satisfactory | Fair | FO | 43481 |
May 1992 | 80.7 | Fair | Satisfactory | Satisfactory | Fair | FO | 36099 |
June 1990 | 79.8 | Fair | Satisfactory | Satisfactory | Fair | FO | 35000 |