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TR 08 FAS 168 over OTTAUQUECHEE RIVER
Map
Coordinates:
+43.64564, -72.41885
43°38'44" N, 72°25'08" W
+43.64564, -72.41885
43°38'44" N, 72°25'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | TR 08 FAS 168 over OTTAUQUECHEE RIVER |
| Structure number: | 200168000614082 |
| Location: | 0.1 MI N JCT. U.S.4 W |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 85.0 ft. [25.9 m] |
| Total length: | 86.9 ft. [26.5 m] |
| Roadway width between curbs: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
| Vertical clearance above deck: | 12.8 ft. [3.9 m] |
| Owner: | Town or Township Highway Agency [03] |
| Year built: | 2012 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: June 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,400 [as of 2011] |
| Truck traffic: | 6% 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: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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: | 82.3 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2018 | Good | Very Good | Very Good | Very Good | 2400 | 82.3 |
| June 2016 | Good | Very Good | Very Good | Very Good | 2400 | 82.3 |
| June 2014 | Good | Very Good | Very Good | Very Good | 2400 | 65.0 |
| January 2013 | Good | Very Good | Very Good | Good | 2400 | 61.0 |
| April 2010 | Fair | Fair | Satisfactory | Fair | 2140 | 55.9 |
| May 2008 | Fair | Satisfactory | Satisfactory | Fair | 2140 | 56.9 |
| September 2006 | Fair | Fair | Satisfactory | Fair | 2140 | 49.1 |
| June 2004 | Fair | Fair | Satisfactory | Satisfactory | 2140 | 62.4 |
| September 2002 | Fair | Fair | Satisfactory | Satisfactory | 2140 | 62.4 |
| September 2000 | Fair | Fair | Satisfactory | Fair | 2140 | 52.3 |
| August 1998 | Fair | Fair | Satisfactory | Fair | 2140 | 48.8 |
| September 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 2140 | 60.3 |
| July 1994 | Poor | Satisfactory | Satisfactory | Poor | 1970 | 36.3 |
| August 1992 | Poor | Satisfactory | Good | Poor | 1970 | 36.3 |
| November 1990 | Poor | Satisfactory | Good | Poor | 1560 | 38.6 |
© 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/1588057
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1588057