MOUNTAIN ROAD over BLACKWATER RIVER
Map
Coordinates:
+43.40160, -71.7904243°24'06" N, 71°47'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MOUNTAIN ROAD over BLACKWATER RIVER |
Structure number: | 022900950013500 |
Location: | TOWN RD 0.94 MI ANDOVER |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 103.0 ft. [31.4 m] |
Total length: | 108.9 ft. [33.2 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 2010 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 92 [as of 2017] |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Excellent [9 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: | Equal to present desirable criteria [8] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 91.3 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $3,142,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Excellent | Excellent | Very Good | 92 | 91.3 |
May 2017 | Good | Excellent | Excellent | Very Good | 50 | 91.6 |
October 2016 | Good | Excellent | Excellent | Very Good | 50 | 91.6 |
October 2014 | Good | Excellent | Excellent | Very Good | 50 | 91.6 |
October 2012 | Good | Excellent | Excellent | Very Good | 50 | 91.6 |
December 2011 | Good | Excellent | Excellent | Excellent | 50 | 91.6 |
December 2010 | Good | Excellent | Excellent | Excellent | 50 | 91.6 |
October 2009 | Fair | Good | Satisfactory | Good | 50 | 38.5 |
June 2008 | Fair | Good | Satisfactory | Good | 50 | 38.5 |
December 2007 | Fair | Good | Satisfactory | Good | 50 | 38.5 |
June 2006 | Fair | Good | Satisfactory | Good | 50 | 38.5 |
April 2006 | Poor | Good | Serious | Good | 50 | 13.7 |
October 2003 | Fair | Good | Satisfactory | Good | 50 | 32.4 |
November 2002 | Good | Good | Good | Good | 50 | 32.4 |
April 2001 | Good | Very Good | Good | Good | 50 | 32.4 |
December 2000 | Good | Very Good | Good | Good | 50 | 32.4 |
October 1999 | Good | Very Good | Good | Good | 50 | 32.4 |
December 1998 | Good | Very Good | Good | Good | 50 | 32.4 |
September 1997 | Fair | Good | Satisfactory | Good | 50 | 32.4 |
May 1996 | Fair | Good | Satisfactory | Good | 50 | 35.6 |
November 1995 | Good | Very Good | Good | Good | 50 | 42.2 |
February 1994 | Good | Very Good | Good | Good | 50 | 42.2 |
October 1992 | Good | Very Good | Good | Good | 50 | 42.2 |
December 1991 | Good | Very Good | Good | Good | 50 | 42.2 |