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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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