Share:

US 1,SCOTT AVENUE over DANIEL STREET

Map

Coordinates:
+43.07811, -70.75312
43°04'41" N, 70°45'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 1,SCOTT AVENUE over DANIEL STREET
Structure number:021702460008300
Location:0.1 MI SOUTH MAINE-NH SL
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:69.9 ft. [21.3 m]
Total length:133.2 ft. [40.6 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:27°
Owner:City or Municipal Highway Agency [04]
Year built:1921
Year reconstructed:2013
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
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: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,900 [as of 2015]
Truck traffic:5% 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]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:87.9
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
October 2017GoodVery GoodVery GoodVery Good790087.9
October 2015GoodVery GoodVery GoodVery Good1100086.3
October 2013GoodVery GoodVery GoodVery Good1100086.3
December 2012----110002.0
October 2011PoorPoorPoorFair1100030.3
December 2010PoorPoorPoorFair1000031.7
October 2009PoorPoorPoorFair1000031.7
October 2008PoorPoorPoorFair1000031.7
October 2007PoorPoorPoorFair1100030.3
July 2006PoorPoorPoorFair1100030.3
October 2003PoorPoorPoorFair1100030.0
February 2001FairSatisfactorySatisfactorySatisfactory1100055.9
June 2000FairSatisfactoryGoodSatisfactory1100055.9
February 1997FairSatisfactoryGoodSatisfactory1100055.9
January 1995FairSatisfactoryGoodGood1190062.4
February 1993FairSatisfactorySatisfactorySatisfactory1190062.4
July 1990FairSatisfactorySatisfactorySatisfactory1190062.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.886886000
Steel Protective Coatingsq. ft.100100000
Deck
Reinforced Concrete Decksq. ft.7,5677,34222500
Wearing Surfacessq. ft.100100000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.132132000
Reinforced Concrete Pier Caplinear ft.5555000
Joints
Pourable Jointlinear ft.5858000
Assembly with Sealeach4747000
Bearings
Elastomeric Bearingeach2121000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.256256000