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I 90 WB over HWY SHERIDAN ST

Map

Coordinates:
+42.16930, -72.57301
42°10'09" N, 72°34'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 90 WB over HWY SHERIDAN ST
Structure number:C130174HVDOTNBI
Old structure number:MTA209031141 (from 1992 edition)
Location:.5 MI N.CHICOPEE RV G11
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes, on toll road [2]
Length of largest span:59.1 ft. [18.0 m]
Total length:123.0 ft. [37.5 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1957
Year reconstructed:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:35,431 [as of 2018]
Truck traffic:12% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present desirable criteria [8]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:88.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$541,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairGoodSatisfactorySatisfactory3543188.5
February 2016FairGoodSatisfactorySatisfactory2367589.7
February 2014FairGoodSatisfactorySatisfactory2367589.7
February 2012FairGoodSatisfactorySatisfactory2367590.7
February 2010FairGoodSatisfactorySatisfactory3141589.9
February 2008GoodVery GoodGoodGood3141590.9
January 1999GoodVery GoodGoodGood3141590.9
February 1996GoodVery GoodVery GoodVery Good3598293.2
February 1994FairGoodSatisfactoryGood3013493.6
January 1992FairGoodSatisfactoryGood3013493.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.837083700
Steel Protective Coatingsq. ft.6,27406,27400
Deck
Reinforced Concrete Decksq. ft.5,5355,27026500
Wearing Surfacessq. ft.5,1664,90126500
Substructure
Reinforced Concrete Pier Walllinear ft.65521030
Reinforced Concrete Abutmentlinear ft.90662400
Reinforced Concrete Pier Caplinear ft.9075960
Joints
Compression Jointlinear ft.4504500
Bearings
Movable Bearingeach3562900
Steel Protective Coatingsq. ft.7007000
Fixed Bearingeach1441000
Steel Protective Coatingsq. ft.2882000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.246246000