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ST116 ST141/CABOT over COMB CONN RIV & PVRR

Map

Coordinates:
+42.19506, -72.60130
42°11'42" N, 72°36'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ST116 ST141/CABOT over COMB CONN RIV & PVRR
Structure number:C1301213RDOT634
Location:AT CHICOPEE-HOLYOKE T.L.
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:170.0 ft. [51.8 m]
Total length:799.6 ft. [243.7 m]
Roadway width between curbs:27.2 ft. [8.3 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:29.5 ft. [9.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1891
Year reconstructed:2015
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,700 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:46.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairVery GoodFairSatisfactory1770046.0
October 2015FairVery GoodSatisfactoryGood1770057.5
October 2014PoorFairSeriousFair150003.0
October 2013PoorFairSeriousFair150003.0
October 2011PoorFairSeriousFair150003.0
November 2010PoorFairSeriousFair150003.0
December 2008PoorFairSeriousFair150003.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.214214000
Steel Protective Coatingsq. ft.3,1403,1103000
Steel Stringerlinear ft.10,83710,837000
Steel Protective Coatingsq. ft.47,10047,100000
Deck
Reinforced Concrete Decksq. ft.24,07024,070000
Wearing Surfacessq. ft.21,65221,652000
Superstructure
Steel Trusslinear ft.1,4601,4104460
Steel Protective Coatingsq. ft.51,50051,500000
Steel Floor Beamlinear ft.2,3462,3050410
Steel Protective Coatingsq. ft.23,60023,600000
Steel Gusset Plateeach3683533120
Steel Protective Coatingsq. ft.3,7003,700000
Substructure
Reinforced Concrete Columneach22000
Masonry Pier Walllinear ft.2081387000
Masonry Abutmentlinear ft.178170800
Reinforced Concrete Pier Caplinear ft.4242000
Joints
Strip Seal Jointlinear ft.163016300
Bearings
Elastomeric Bearingeach2002000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3,1883,188000