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HWY IPSWICH ST over WATER MUDDY RIVER

Map

Coordinates:
+42.34750, -71.09190
42°20'51" N, 71°05'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY IPSWICH ST over WATER MUDDY RIVER
Structure number:B16401395MUNNBI
Old structure number:395TWN896392100 (from 1992 edition)
Location:NEXT TO MASS PIKE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:18.4 ft. [5.6 m]
Total length:63.7 ft. [19.4 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1898
Year reconstructed:2009
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12,400 [as of 2017]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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: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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:91.7
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$673,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodVery GoodVery GoodGood1240091.7
September 2015GoodVery GoodVery GoodGood610092.4
September 2013GoodVery GoodVery GoodGood540092.5
October 2011GoodVery GoodVery GoodGood540063.1
October 2009GoodVery GoodVery GoodGood310066.5
June 2007PoorSeriousFairGood350054.3
June 2005PoorSeriousSeriousGood670032.3
June 2003PoorSeriousSeriousGood740032.1
June 2001PoorSeriousSeriousGood630032.5
June 1999PoorSeriousSeriousGood700032.2
June 1997PoorSeriousSeriousGood700032.2
June 1995PoorSeriousSeriousGood70035.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.708708000
Deck
Reinforced Concrete Decksq. ft.2,6522,652000
Wearing Surfacessq. ft.2,2342,1647000
Substructure
Masonry Pier Walllinear ft.106862000
Masonry Abutmentlinear ft.106911500
Bearings
Elastomeric Bearingeach7272000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.135135000