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HWY LORING ST over WATER SHAWSHEEN RIVER

Map

Coordinates:
+42.69914, -71.14516
42°41'57" N, 71°08'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY LORING ST over WATER SHAWSHEEN RIVER
Structure number:L040192Q5MUNNBI
Old structure number:MUN514319100 (from 1992 edition)
Location:JUST WEST I 495 EXIT 43
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:39.0 ft. [11.9 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Skew angle:23°
Owner:City or Municipal Highway Agency [04]
Year built:1916
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,000 [as of 2018]
Truck traffic:8% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:81.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,432,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairSatisfactoryFairSatisfactory2000081.7
July 2016FairSatisfactoryFairSatisfactory1930081.8
July 2014FairSatisfactoryFairSatisfactory1000083.4
July 2012FairSatisfactoryFairSatisfactory1000083.4
July 2010FairSatisfactorySatisfactorySatisfactory720095.0
July 2008FairSatisfactorySatisfactorySatisfactory820094.8
July 2006FairSatisfactorySatisfactorySatisfactory1320094.1
July 2004FairSatisfactorySatisfactorySatisfactory695095.0
July 2002FairSatisfactorySatisfactorySatisfactory1430094.0
July 2000FairSatisfactorySatisfactorySatisfactory1335094.1
July 1998FairGoodSatisfactorySatisfactory290095.6
June 1994FairGoodSatisfactoryGood1200094.2
February 1992FairGoodSatisfactoryGood1200094.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.4564238250
Deck
Reinforced Concrete Decksq. ft.2,8382,832060
Wearing Surfacessq. ft.1,8061,77912150
Substructure
Reinforced Concrete Abutmentlinear ft.2742174890
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8676280