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HWY COTTON ST over WATER MONOOSNOC BROOK

Map

Coordinates:
+42.52497, -71.76471
42°31'30" N, 71°45'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY COTTON ST over WATER MONOOSNOC BROOK
Structure number:L080081GCMUNNBI
Location:1.9MI W OF RT.190
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:43.0 ft. [13.1 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Skew angle:51°
Owner:City or Municipal Highway Agency [04]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,600 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$718,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactorySatisfactoryGood160096.9
September 2015FairSatisfactorySatisfactoryGood160096.9
September 2013GoodGoodGoodGood160096.9
September 2011GoodGoodGoodGood160096.9
September 2009GoodGoodGoodGood160096.9
September 2007GoodGoodGoodGood160096.9
September 2005GoodVery GoodVery GoodGood160098.9
September 2003GoodVery GoodVery GoodGood160098.9
September 2001GoodVery GoodVery GoodVery Good500100.0
September 1999GoodVery GoodVery GoodVery Good260100.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.5824899300
Deck
Prestressed Concrete Top Flangesq. ft.2,2792,279000
Wearing Surfacessq. ft.1,4881,3959300
Substructure
Reinforced Concrete Abutmentlinear ft.182176600
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.9393000