Share:

I 391 OFF RAMP CB over WATER N BR CHICOPEE RIV

Map

Coordinates:
+42.15164, -72.61143
42°09'06" N, 72°36'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 391 OFF RAMP CB over WATER N BR CHICOPEE RIV
Structure number:C130500WNDOTNBI
Old structure number:0WN089209016101 (from 1992 edition)
Location:1.65 M N SPRINGFIELD C.L.
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:103.4 ft. [31.5 m]
Total length:286.1 ft. [87.2 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,138 [as of 2000]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Sufficiency rating:86.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,551,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairGoodFairFair413886.0
February 2015FairGoodFairFair413889.0
February 2013FairGoodFairFair413889.0
August 2010FairGoodSatisfactoryFair413889.0
August 2008FairGoodSatisfactoryFair413889.0
July 1998FairGoodGoodSatisfactory41631100.0
July 1996FairSatisfactoryGoodGood4163196.0
May 1991GoodGoodGoodGood3486581.0
August 1990GoodGoodGoodVery Good3486596.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,1231,003100200
Steel Protective Coatingsq. ft.11,04961810,2351960
Deck
Reinforced Concrete Decksq. ft.7,1057,105000
Wearing Surfacessq. ft.6,2946,294000
Substructure
Reinforced Concrete Pier Walllinear ft.9696000
Reinforced Concrete Abutmentlinear ft.924713320
Joints
Compression Jointlinear ft.4444000
Bearings
Movable Bearingeach1201200
Steel Protective Coatingsq. ft.2402400
Fixed Bearingeach40400
Steel Protective Coatingsq. ft.80800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5655056000