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HWY FIFTH ST over COMB BMRR & N NASHUA RI

Map

Coordinates:
+42.57548, -71.78838
42°34'32" N, 71°47'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY FIFTH ST over COMB BMRR & N NASHUA RI
Structure number:F04019ANLDOT634
Location:5TH ST/N NASH RIV-B&M RR
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:357.0 ft. [108.8 m]
Total length:657.2 ft. [200.3 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:31°
Owner:State Highway Agency [01]
Year built:2002
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stayed girder [14]
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:9,650 [as of 2014]
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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances 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:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Sufficiency rating:89.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$8,783,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairGoodSatisfactorySatisfactory965089.6
July 2016FairGoodGoodSatisfactory965089.6
July 2014FairVery GoodGoodSatisfactory965088.6
July 2012GoodVery GoodGoodGood570090.2
April 2010GoodVery GoodVery GoodGood403090.4
March 2008GoodExcellentExcellentGood403090.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,3041,304000
Steel Protective Coatingsq. ft.17,00016,90010000
Steel Stringerlinear ft.652652000
Steel Protective Coatingsq. ft.4,0003,9901000
Deck
Reinforced Concrete Decksq. ft.29,08029,080000
Wearing Surfacessq. ft.20,96220,21275000
Superstructure
Steel Main Cablelinear ft.1,3041,2851270
Steel Floor Beamlinear ft.2,7502,750000
Steel Protective Coatingsq. ft.35,00034,9703000
Substructure
Reinforced Concrete Columneach40130
Reinforced Concrete Abutmentlinear ft.9090000
Reinforced Concrete Pier Caplinear ft.9289300
Joints
Strip Seal Jointlinear ft.32016160
Open Jointlinear ft.3232000
Bearings
Elastomeric Bearingeach41300
Movable Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,3041,17912230