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BRIDGE STREET EB over I-293,NH 3A,PAR,MERR R

Map

Coordinates:
+42.99404, -71.46949
42°59'39" N, 71°28'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BRIDGE STREET EB over I-293,NH 3A,PAR,MERR R
Structure number:016101230007300
Location:0.4 MI FROM ELM ST INV#8
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:170.0 ft. [51.8 m]
Total length:1544.0 ft. [470.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:11
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,727 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:78.7
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
July 2018FairGoodSatisfactorySatisfactory1872778.7
August 2016FairGoodSatisfactorySatisfactory900079.9
August 2015FairGoodSatisfactorySatisfactory800080.0
June 2013FairGoodGoodSatisfactory800080.0
September 2012FairGoodGoodSatisfactory1050079.7
June 2011FairGoodGoodSatisfactory1050079.7
July 2010FairGoodGoodSatisfactory2000078.6
September 2009GoodGoodGoodGood2000078.6
July 2007GoodGoodGoodGood1600079.1
February 2005GoodGoodGoodGood1600079.1
August 2003GoodGoodGoodGood1600079.1
September 2001GoodGoodGoodGood1600079.1
June 1999GoodGoodVery GoodGood1600079.1
September 1997GoodGoodVery GoodGood1600079.1
August 1995GoodGoodVery GoodGood1600079.5
January 1995GoodGoodVery GoodVery Good1600079.5
October 1991GoodVery GoodVery GoodVery Good1600079.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.7,7207,720000
Deck
Reinforced Concrete Decksq. ft.45,07944,0791,00000
Substructure
Reinforced Concrete Pier Walllinear ft.1010000
Reinforced Concrete Abutmentlinear ft.5956300
Reinforced Concrete Pier Caplinear ft.292288400
Joints
Assembly with Sealeach115754000
Bearings
Movable Bearingeach5050000
Steel Protective Coatingsq. ft.100100000
Fixed Bearingeach2525000
Steel Protective Coatingsq. ft.100100000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3,0873,0573000