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C2007 over WINOOSKI RIVER
Map
Coordinates:
+44.26566, -72.62897
44°15'56" N, 72°37'44" W
+44.26566, -72.62897
44°15'56" N, 72°37'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | C2007 over WINOOSKI RIVER |
| Structure number: | 101203002912031 |
| Location: | 0.01 MI TO JCT W CL2 TH2 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 179.1 ft. [54.6 m] |
| Total length: | 184.1 ft. [56.1 m] |
| Roadway width between curbs: | 15.7 ft. [4.8 m] |
| Deck width edge-to-edge: | 16.7 ft. [5.1 m] |
| Vertical clearance above deck: | 15.1 ft. [4.6 m] |
| Owner: | Town or Township Highway Agency [03] |
| Year built: | 1928 |
| Year reconstructed: | 1991 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: July 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 666 [as of 2008] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Sufficiency rating: | 58.4 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,126,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2018 | Fair | Good | Satisfactory | Satisfactory | 666 | 58.4 |
| July 2016 | Fair | Good | Satisfactory | Satisfactory | 666 | 58.4 |
| July 2014 | Fair | Good | Satisfactory | Satisfactory | 666 | 56.4 |
| July 2012 | Fair | Very Good | Satisfactory | Satisfactory | 666 | 56.4 |
| July 2010 | Fair | Very Good | Satisfactory | Satisfactory | 666 | 56.4 |
| June 2008 | Fair | Very Good | Satisfactory | Good | 666 | 58.4 |
| September 2006 | Fair | Very Good | Satisfactory | Good | 666 | 58.8 |
| May 2004 | Fair | Good | Satisfactory | Good | 666 | 61.9 |
| August 2002 | Fair | Good | Satisfactory | Good | 600 | 63.0 |
| June 2000 | Fair | Good | Satisfactory | Good | 600 | 63.0 |
| April 1998 | Fair | Good | Satisfactory | Good | 600 | 59.5 |
| July 1996 | Fair | Satisfactory | Satisfactory | Good | 600 | 59.8 |
| October 1994 | Fair | Good | Satisfactory | Good | 600 | 59.6 |
| September 1992 | Fair | Good | Fair | Good | 600 | 49.5 |
| December 1991 | Fair | Very Good | Satisfactory | Very Good | 500 | 54.0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1586570
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1586570