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I 90 over WATER MUDDY RIVER

Map

Coordinates:
+42.34750, -71.09306
42°20'51" N, 71°05'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:123,304 [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]
Sufficiency rating:52.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,838,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201752.0FairSatisfactorySatisfactoryFairFO123304
February 201552.0FairSatisfactorySatisfactoryFairFO101659
February 201352.0FairSatisfactorySatisfactoryFairFO101659
January 201152.0FairSatisfactorySatisfactoryFairFO101659
February 200952.0FairSatisfactorySatisfactoryFairFO101659
February 199963.0GoodGood--FO101659
February 199763.0GoodGood--FO101659

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.3,7232,6771,04600
Steel Protective Coatingsq. ft.1,9981,998000
Deck
Reinforced Concrete Decksq. ft.12,16010,8131,34700
Wearing Surfacessq. ft.6,1605,1131,04700
Substructure
Reinforced Concrete Abutmentlinear ft.6690602670
Joints
Strip Seal Jointlinear ft.6696026700
Bearings
Movable Bearingeach1801800
Steel Protective Coatingsq. ft.999999000
Fixed Bearingeach1801800
Steel Protective Coatingsq. ft.999999000
Bridge Rail
Other Material Bridge Raillinear ft.66942823407