RTE I678 over RTE 907M, RTE 907M, RTE
Map
Coordinates:
+40.75736, -73.8523940°45'27" N, 73°51'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | RTE I678 over RTE 907M, RTE 907M, RTE |
Structure number: | 000000001075930 |
Location: | JCT GCP+I678 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 176.8 ft. [53.9 m] |
Total length: | 726.7 ft. [221.5 m] |
Roadway width between curbs: | 41.7 ft. [12.7 m] |
Deck width edge-to-edge: | 44.9 ft. [13.7 m] |
Vertical clearance below bridge: | 14.8 ft. [4.5 m] |
Skew angle: | 6° |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
Year reconstructed: | 1994 |
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: | 10 |
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 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Truck traffic: | 9% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 49.9 tons [45.4 metric tons] |
Inventory rating: | 29.9 tons [27.2 metric tons] |
Sufficiency rating: | 79.1 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $7,488,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
September 2016 | 79.1 | Fair | Good | Fair | Fair | FO | - |
November 2014 | 57.6 | Fair | Very Good | Fair | Fair | FO | 92583 |
November 2012 | 57.6 | Fair | Very Good | Fair | Fair | FO | 92583 |
December 2010 | 38.4 | Poor | Very Good | Satisfactory | Poor | SD | 92583 |
December 2009 | 57.6 | Fair | Very Good | Satisfactory | Fair | FO | 92583 |
December 2008 | 57.6 | Fair | Very Good | Satisfactory | Fair | FO | 92583 |
October 2006 | 69.8 | Fair | Very Good | Satisfactory | Satisfactory | FO | 92583 |
October 2004 | 68.8 | Fair | Very Good | Satisfactory | Satisfactory | FO | 92583 |
October 2002 | 69.8 | Fair | Very Good | Satisfactory | Satisfactory | - | 92583 |
October 2000 | 71.8 | Fair | Very Good | Satisfactory | Satisfactory | - | 92583 |
November 1998 | 73.2 | Good | Very Good | Good | Good | - | 71469 |
December 1996 | 33.6 | Poor | Satisfactory | Poor | Poor | - | 68857 |
December 1994 | 40.1 | Poor | Satisfactory | Poor | Poor | SD | 68857 |
October 1992 | 37.0 | Poor | Very Good | Poor | Poor | SD | 111874 |
October 1990 | 34.0 | Poor | Poor | Poor | Poor | SD | 111874 |