I 391 & RAMPS over ST116 CHICOPEE ST


+42.15392, -72.61085
42°09'14" N, 72°36'39" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 391 & RAMPS over ST116 CHICOPEE ST
Structure number:C130420WPDOTNBI
Old structure number:0WP089209018101 (from 1992 edition)
Location:1.8 M N SPRINGFIELD C.L.
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:130.6 ft. [39.8 m]
Total length:262.5 ft. [80.0 m]
Roadway width between curbs:107.6 ft. [32.8 m]
Deck width edge-to-edge:137.1 ft. [41.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:57°
Owner:State Highway Agency [01]
Year built:1981
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:2
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: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:68,793 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
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:75.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$17,539,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairSatisfactoryFairFair6879375.0
December 2015FairSatisfactoryFairFair6879376.0
December 2013FairSatisfactorySatisfactoryFair3340078.0
December 2011FairSatisfactorySatisfactoryFair3340078.0
December 2009FairSatisfactorySatisfactoryFair3340078.0
December 1999GoodGoodGoodGood2850092.0
December 1997GoodGoodGoodGood2850092.0
January 1996GoodGoodGoodGood2850092.0
March 1990FairSatisfactoryGoodGood3300089.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.4,7523,722995350
Steel Protective Coatingsq. ft.65,17060,0124,5985600
Reinforced Concrete Decksq. ft.36,22036,1892560
Wearing Surfacessq. ft.28,41728,417000
Reinforced Concrete Columneach1312010
Reinforced Concrete Abutmentlinear ft.5192881311000
Reinforced Concrete Pier Caplinear ft.241232450
Compression Jointlinear ft.519512331
Movable Bearingeach3618990
Steel Protective Coatingsq. ft.723618180
Fixed Bearingeach1814400
Steel Protective Coatingsq. ft.3628800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,0506881002620