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I 90 over WATER MUDDY RIVER

Map 

Coordinates:
+42.34750, -71.09306
42°20'51" N, 71°05'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 90 over WATER MUDDY RIVER
Structure number:B163604T4DOTNBI
Old structure number:4T4MTA896264101 (from 1992 edition)
Location:.2 MI FENWAY PARK S53
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes, on toll road [2]
Length of largest span:60.0 ft. [18.3 m]
Total length:65.0 ft. [19.8 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [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: February 2015 

Status:Open, no restriction [A]
Average daily traffic:101,659 [as of 2013]
Truck traffic:12% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Operating rating:76.7 tons [69.7 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:52.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,237,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201552.0Functionally obsoleteSatisfactorySatisfactoryFair101659
February 201352.0Functionally obsoleteSatisfactorySatisfactoryFair101659
January 201152.0Functionally obsoleteSatisfactorySatisfactoryFair101659
February 200952.0Functionally obsoleteSatisfactorySatisfactoryFair101659
February 199963.0Functionally obsoleteGood--101659
February 199763.0Functionally obsoleteGood--101659