C2007 over LAMOILLE RIVER
Map
Coordinates:
+44.63177, -73.1718944°37'54" N, 73°10'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | C2007 over LAMOILLE RIVER |
Structure number: | 100410001804101 |
Location: | @ JCT W CL2 TH6 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 359.9 ft. [109.7 m] |
Total length: | 366.2 ft. [111.6 m] |
Roadway width between curbs: | 26.6 ft. [8.1 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Skew angle: | 17° |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1997 |
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 continuous [4] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 915 [as of 2007] |
Truck traffic: | 2% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 88.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Very Good | Very Good | Good | 915 | 88.5 |
September 2015 | Good | Very Good | Very Good | Good | 915 | 88.5 |
September 2013 | Good | Very Good | Very Good | Good | 915 | 88.5 |
October 2011 | Good | Very Good | Very Good | Good | 915 | 84.5 |
October 2009 | Good | Very Good | Very Good | Good | 915 | 84.5 |
October 2007 | Good | Good | Very Good | Good | 915 | 88.5 |
November 2005 | Good | Good | Very Good | Good | 915 | 80.0 |
April 2003 | Fair | Good | Very Good | Satisfactory | 850 | 80.0 |
December 2001 | Good | Very Good | Very Good | Good | 850 | 80.0 |
October 1999 | Good | Very Good | Very Good | Good | 850 | 88.5 |
December 1997 | Good | Very Good | Very Good | Very Good | 780 | 88.6 |
October 1996 | Poor | Poor | Serious | Fair | 2500 | 0.0 |
August 1995 | Poor | Poor | Serious | Fair | 2500 | 0.0 |
August 1993 | Poor | Satisfactory | Poor | Fair | 2500 | 3.0 |
July 1991 | Fair | Satisfactory | Fair | Fair | 2500 | 25.5 |