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C3004 over TROUT RIVER
Map
Coordinates:
+44.90724, -72.65562
44°54'26" N, 72°39'20" W
+44.90724, -72.65562
44°54'26" N, 72°39'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | C3004 over TROUT RIVER |
| Structure number: | 100610003306101 |
| Location: | @ JCT W VT118 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 65.9 ft. [20.1 m] |
| Total length: | 85.0 ft. [25.9 m] |
| Roadway width between curbs: | 13.5 ft. [4.1 m] |
| Deck width edge-to-edge: | 15.4 ft. [4.7 m] |
| Vertical clearance above deck: | 8.2 ft. [2.5 m] |
| Owner: | Town or Township Highway Agency [03] |
| Year built: | 1863 |
| Year reconstructed: | 2017 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Wood or timber [7] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: July 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Posted for load [P] |
| Average daily traffic: | 450 [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: | Good [7 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Sufficiency rating: | 63.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $511,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2018 | Good | Very Good | Very Good | Good | 450 | 63.0 |
| December 2017 | Good | Very Good | Very Good | Very Good | 450 | 59.1 |
| July 2016 | Poor | Satisfactory | Poor | Satisfactory | 450 | 20.9 |
| July 2014 | Poor | Satisfactory | Poor | Satisfactory | 450 | 20.9 |
| September 2013 | Poor | Satisfactory | Poor | Satisfactory | 450 | 20.9 |
| June 2012 | Poor | Satisfactory | Poor | Satisfactory | 450 | 20.9 |
| June 2010 | Poor | Satisfactory | Poor | Satisfactory | 450 | 8.7 |
| September 2008 | Poor | Good | Poor | Satisfactory | 450 | 8.7 |
| September 2006 | Poor | Satisfactory | Serious | Satisfactory | 450 | 4.3 |
| June 2004 | Poor | Satisfactory | Serious | Fair | 450 | 10.8 |
| December 2002 | Poor | Satisfactory | Poor | Poor | 450 | 35.8 |
| November 2000 | Fair | Satisfactory | Fair | Fair | 450 | 44.6 |
| September 1998 | Fair | Satisfactory | Fair | Fair | 450 | 8.7 |
| August 1996 | Fair | Fair | Fair | Satisfactory | 400 | 5.8 |
| August 1994 | Fair | Satisfactory | Fair | Fair | 400 | 10.1 |
| September 1992 | Poor | Poor | Critical | Serious | 400 | 4.8 |
| December 1991 | Poor | Poor | Critical | Serious | 400 | 1.8 |
© 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/1586147
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1586147