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HWY HAVERHILL ST over WATER SPICKET RIVER

Map

Coordinates:
+42.71167, -71.15276
42°42'42" N, 71°09'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY HAVERHILL ST over WATER SPICKET RIVER
Structure number:L040152Q4MUNNBI
Old structure number:MUN514315100 (from 1992 edition)
Location:0.8 KM EAST ST 110
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:66.9 ft. [20.4 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1939
Historic significance:Historical significance is not determinable at this time [4]
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: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,800 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:63.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,771,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairFairFairFair780063.7
September 2016FairFairFairFair780063.7
September 2014FairFairFairFair780063.7
September 2012FairFairFairFair790063.7
September 2010FairFairFairFair790063.7
September 2008FairSatisfactorySatisfactorySatisfactory800074.9
September 2006FairSatisfactorySatisfactorySatisfactory700075.0
September 2004FairSatisfactorySatisfactorySatisfactory315077.5
September 2002FairSatisfactorySatisfactorySatisfactory647075.1
September 2000FairSatisfactorySatisfactorySatisfactory737074.9
September 1998FairSatisfactorySatisfactorySatisfactory595675.1
August 1994FairSatisfactorySatisfactorySatisfactory543178.6
February 1992FairSatisfactorySatisfactorySatisfactory543178.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.753075300
Deck
Reinforced Concrete Decksq. ft.3,5752,3431,190420
Wearing Surfacessq. ft.2,3281,57875000
Substructure
Masonry Abutmentlinear ft.9800980
Joints
Pourable Jointlinear ft.9809800
Bearings
Movable Bearingeach1111000
Fixed Bearingeach1111000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1641511300