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NH 25 over PINE RIVER

Map

Coordinates:
+43.76197, -71.13464
43°45'43" N, 71°08'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NH 25 over PINE RIVER
Structure number:020401830024600
Location:0.6 MI FROM OLD N.H. 16
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:60.0 ft. [18.3 m]
Total length:125.3 ft. [38.2 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:2005
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,400 [as of 2014]
Truck traffic:2% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:91.9
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodVery GoodVery GoodVery Good440091.9
June 2015GoodVery GoodVery GoodVery Good440091.9
August 2013GoodVery GoodVery GoodVery Good460091.6
June 2012GoodVery GoodVery GoodVery Good460091.6
February 2011GoodVery GoodVery GoodExcellent430092.0
June 2008GoodExcellentExcellentExcellent520090.8
July 2006GoodExcellentExcellentExcellent520090.8
October 2005GoodExcellentExcellentExcellent520059.5
October 2004PoorPoorVery GoodSatisfactory440041.5
March 2003PoorPoorVery GoodSatisfactory440068.2
November 2002PoorPoorVery GoodSatisfactory440068.2
September 2001PoorPoorVery GoodGood350069.8
October 2000PoorPoorVery GoodGood350069.8
July 1997FairFairVery GoodGood350072.0
July 1995FairFairVery GoodGood350072.0
September 1993FairFairGoodGood440070.5
April 1991FairFairVery GoodGood430070.6