VT 00030 ML over FLOWER BROOK
Map
Coordinates:
+43.34664, -73.1774143°20'48" N, 73°10'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | VT 00030 ML over FLOWER BROOK |
Structure number: | 200015007311142 |
Location: | 0.01 MI N JCT. VT.133 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 47.9 ft. [14.6 m] |
Roadway width between curbs: | 50.2 ft. [15.3 m] |
Deck width edge-to-edge: | 54.1 ft. [16.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1916 |
Year reconstructed: | 1942 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,300 [as of 1998] |
Truck traffic: | 9% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 62.4 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $957,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Fair | Fair | Fair | 2300 | 62.4 |
June 2015 | Fair | Fair | Fair | Fair | 2300 | 58.9 |
June 2013 | Fair | Fair | Fair | Fair | 2300 | 70.5 |
June 2011 | Fair | Fair | Fair | Fair | 2300 | 72.8 |
May 2009 | Fair | Fair | Fair | Fair | 2300 | 72.8 |
June 2007 | Fair | Fair | Fair | Fair | 2300 | 72.8 |
June 2005 | Fair | Fair | Fair | Fair | 2300 | 62.5 |
July 2003 | Fair | - | Fair | Fair | 2300 | 63.6 |
November 2001 | Fair | - | - | - | 2300 | 61.3 |
August 1999 | Fair | - | - | - | 2300 | 71.6 |
December 1997 | Fair | - | - | - | 2300 | 76.6 |
October 1995 | Fair | - | - | - | 2870 | 75.8 |
September 1993 | Fair | - | - | - | 2310 | 76.6 |
August 1991 | Fair | - | Fair | Fair | 2530 | 77.3 |