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HWY IPSWICH ST over WATER MUDDY RIVER

Map 

Coordinates:
+42.34750, -71.09196
42°20'51" N, 71°05'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 18 / HS 20 [5]
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 

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. ratingEvaluationDeckSuper.Sub.ADT
September 201592.4Not deficientVery GoodVery GoodGood6100
September 201392.5Not deficientVery GoodVery GoodGood5400
October 201163.1Not deficientVery GoodVery GoodGood5400
October 200966.5Not deficientVery GoodVery GoodGood3100
June 200754.3Structurally deficientSeriousFairGood3500
June 200532.3Structurally deficientSeriousSeriousGood6700
June 200332.1Structurally deficientSeriousSeriousGood7400
June 200132.5Structurally deficientSeriousSeriousGood6300
June 199932.2Structurally deficientSeriousSeriousGood7000
June 199732.2Structurally deficientSeriousSeriousGood7000
June 199535.7Structurally deficientSeriousSeriousGood700