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HWY POND ST over WATER MONOOSNOC BROOK

Map

Coordinates:
+42.52651, -71.76646
42°31'35" N, 71°45'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY POND ST over WATER MONOOSNOC BROOK
Structure number:L080091CEMUNNBI
Old structure number:1CEMUN326009100 (from 1992 edition)
Location:200 FT EAST OF ELM STREET
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:44.0 ft. [13.4 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year reconstructed:1936
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:4,300 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Sufficiency rating:47.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,769,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairFairFairSatisfactory430047.9
August 2016FairFairFairSatisfactory430047.9
August 2014FairFairFairSatisfactory230056.8
August 2012FairFairFairSatisfactory230056.8
August 2010FairFairFairSatisfactory230056.8
March 2009FairFairFairSatisfactory230056.8
March 2007FairFairFairSatisfactory230078.0
March 2005FairFairFairSatisfactory230078.0
March 2003FairFairFairSatisfactory230078.0
March 2001FairFairFairSatisfactory230078.0
March 1999FairFairFairSatisfactory230078.0
November 1997FairFairFairSatisfactory230078.0
November 1995FairFairFairSatisfactory230071.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.38833830200
Deck
Reinforced Concrete Decksq. ft.2,1002,0802000
Wearing Surfacessq. ft.1,7401,40133900
Substructure
Reinforced Concrete Pier Walllinear ft.2491500
Reinforced Concrete Abutmentlinear ft.5050000
Masonry Abutmentlinear ft.7007000
Reinforced Concrete Pile Cap/Footinglinear ft.11000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.107476000