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HWY COMM AVE over WATER MUDDY RIVER

Map

Coordinates:
+42.34889, -71.09306
42°20'56" N, 71°05'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY COMM AVE over WATER MUDDY RIVER
Structure number:B161763EWDOTNBI
Old structure number:431896W12101 (from 1992 edition)
Location:.3 MI E OF KENMORE SQ.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:53.2 ft. [16.2 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:69.6 ft. [21.2 m]
Owner:State Highway Agency [01]
Year built:1917
Year reconstructed:1974
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
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: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,000 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:58.0 tons [52.7 metric tons]
Inventory rating:36.6 tons [33.3 metric tons]
Sufficiency rating:67.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,050,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201667.0FairSatisfactoryFairSatisfactory-14000
March 201477.8FairSatisfactorySatisfactorySatisfactory-18800
March 201277.8FairSatisfactorySatisfactorySatisfactory-18800
March 201076.8GoodGoodGoodGood-27300
March 200080.6GoodVery GoodGoodGood-20900
March 199673.9GoodVery GoodGoodGood-14095
March 199473.9GoodVery GoodGoodGood-14095
March 199279.7GoodVery GoodGoodGood-14095
April 199079.4GoodVery GoodGoodGood-17000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.580058000
Steel Protective Coatingsq. ft.999999000
Reinforced Concrete Girder/Beamlinear ft.116110600
Deck
Reinforced Concrete Decksq. ft.2,3342,21711700
Wearing Surfacessq. ft.2,3342,21711700
Substructure
Masonry Abutmentlinear ft.1391211440
Bearings
Movable Bearingeach1010000
Steel Protective Coatingsq. ft.999999000
Fixed Bearingeach1010000
Steel Protective Coatingsq. ft.999999000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.116108800
Deck
Other Material Decksq. ft.1,4961,496000