C3005 over MILL BROOK
Map
Coordinates:
+44.86682, -71.5629644°52'01" N, 71°33'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | C3005 over MILL BROOK |
Structure number: | 100512000505121 |
Location: | 0.1 MI TO JCT W CL3 TH4 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 25.9 ft. [7.9 m] |
Total length: | 28.9 ft. [8.8 m] |
Roadway width between curbs: | 13.1 ft. [4.0 m] |
Deck width edge-to-edge: | 15.1 ft. [4.6 m] |
Skew angle: | 45° |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1969 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 20 [as of 2007] |
Truck traffic: | 2% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 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: | Better than present minimum criteria [7] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 78.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $203,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Good | Very Good | Good | Good | 20 | 78.8 |
July 2015 | Good | Very Good | Very Good | Good | 20 | 78.8 |
July 2013 | Good | Very Good | Very Good | Good | 20 | 78.8 |
June 2011 | Good | Very Good | Very Good | Good | 20 | 78.8 |
June 2009 | Good | Very Good | Very Good | Good | 20 | 78.8 |
December 2007 | Good | Good | Good | Good | 20 | 78.8 |
June 2005 | Good | Good | Good | Good | 20 | 69.7 |
May 2003 | Good | Very Good | Good | Good | 20 | 69.7 |
May 2001 | Good | Very Good | Very Good | Good | 20 | 69.7 |
June 1999 | Fair | Good | Good | Satisfactory | 20 | 78.8 |
September 1997 | Fair | Good | Good | Satisfactory | 20 | 78.8 |
September 1995 | Fair | Satisfactory | Satisfactory | Fair | 20 | 67.8 |
June 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 20 | 78.8 |
June 1991 | Fair | Good | Good | Satisfactory | 20 | 73.9 |