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VT 00114 ML over PHERRINS RIVER

Essex County, Vermont

Map

Coordinates:
+44.81719, -71.88605
44°49'02" N, 71°53'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	VT 00114 ML over PHERRINS RIVER
Structure number:	200321002505042
Location:	0.3 MI N JCT. VT.105 E
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	37.1 ft. `[11.3 m]`
Roadway width between curbs:	28.9 ft. `[8.8 m]`
Deck width edge-to-edge:	31.5 ft. `[9.6 m]`
Skew angle:	15°
Owner:	Town or Township Highway Agency `[03]`
Year built:	2000
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Main span material:	Concrete `[1]`
Main span design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,800 `[as of 2008]`
Truck traffic:	9% 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:	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:	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:	88.3

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Good	Very Good	Very Good	Very Good	1800	88.3
July 2015	Good	Very Good	Very Good	Very Good	1800	88.3
July 2013	Good	Very Good	Very Good	Very Good	1800	88.3
May 2011	Good	Very Good	Very Good	Very Good	1800	88.3
April 2009	Good	Very Good	Very Good	Very Good	1800	88.3
November 2007	Good	Very Good	Very Good	Very Good	2100	86.5
May 2005	Good	Very Good	Very Good	Very Good	2100	78.6
April 2003	Good	Very Good	Very Good	Very Good	2100	77.5
June 2001	Good	Very Good	Very Good	Very Good	2100	77.5
August 1999	Poor	Poor	Poor	Poor	2100	47.4
June 1997	Poor	Poor	Poor	Poor	2200	48.0
October 1995	Poor	Poor	Poor	Poor	2405	47.2
October 1993	Poor	Poor	Poor	Poor	2210	48.7
June 1991	Poor	Poor	Poor	Poor	2310	48.2

© 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/1588359