C3007 over CUTLER MILL BROOK
Map
Coordinates:
+44.59072, -71.5929144°35'27" N, 71°35'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | C3007 over CUTLER MILL BROOK |
Structure number: | 100515000405151 |
Location: | 0.2 MI JCT TH 7 + TH 4 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 24.9 ft. [7.6 m] |
Roadway width between curbs: | 21.0 ft. [6.4 m] |
Deck width edge-to-edge: | 21.7 ft. [6.6 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1975 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 10 [as of 2008] |
Truck traffic: | 2% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 90.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Very Good | Very Good | Very Good | 10 | 90.9 |
September 2016 | Good | Very Good | Very Good | Very Good | 10 | 90.9 |
September 2014 | Good | Very Good | Very Good | Very Good | 10 | 90.9 |
September 2012 | Good | Very Good | Very Good | Very Good | 10 | 90.9 |
May 2010 | Good | Very Good | Very Good | Very Good | 10 | 90.9 |
September 2008 | Good | Very Good | Very Good | Very Good | 10 | 90.9 |
May 2006 | Good | Very Good | Very Good | Very Good | 10 | 90.9 |
September 2004 | Good | Very Good | Very Good | Very Good | 10 | 84.9 |
October 2002 | Good | Very Good | Very Good | Very Good | 10 | 84.9 |
August 2000 | Good | Very Good | Very Good | Very Good | 10 | 84.9 |
July 1998 | Good | Good | Very Good | Very Good | 10 | 90.9 |
July 1996 | Fair | Good | Good | Satisfactory | 10 | 90.9 |
August 1994 | Fair | Good | Good | Satisfactory | 10 | 90.9 |
September 1992 | Fair | Good | Good | Satisfactory | 10 | 90.9 |
October 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 10 | 88.0 |