Share:

HWY IPSWICH ST over WATER MUDDY RIVER

Map

Coordinates:
+42.34750, -71.09196
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 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,100 [as of 2015]
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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201592.4GoodVery GoodVery GoodGood-6100
September 201392.5GoodVery GoodVery GoodGood-5400
October 201163.1GoodVery GoodVery GoodGood-5400
October 200966.5GoodVery GoodVery GoodGood-3100
June 200754.3PoorSeriousFairGoodSD3500
June 200532.3PoorSeriousSeriousGoodSD6700
June 200332.1PoorSeriousSeriousGoodSD7400
June 200132.5PoorSeriousSeriousGoodSD6300
June 199932.2PoorSeriousSeriousGoodSD7000
June 199732.2PoorSeriousSeriousGoodSD7000
June 199535.7PoorSeriousSeriousGoodSD700

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.708708000
Deck
Reinforced Concrete Decksq. ft.2,6522,652000
Wearing Surfacessq. ft.2,2342,2241000
Substructure
Masonry Pier Walllinear ft.106862000
Masonry Abutmentlinear ft.106911500
Bearings
Elastomeric Bearingeach7272000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.135135000