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ROUTE 2 over I-91 & CONN RV CT SO. RR

Map

Coordinates:
+41.76570, -72.66595
41°45'57" N, 72°39'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROUTE 2 over I-91 & CONN RV CT SO. RR
Structure number:00371A
Location:ROUTE 2 OVER CT RIVER
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:168.0 ft. [51.2 m]
Total length:1174.9 ft. [358.1 m]
Roadway width between curbs:86.0 ft. [26.2 m]
Deck width edge-to-edge:111.9 ft. [34.1 m]
Vertical clearance above deck:19.4 ft. [5.9 m]
Vertical clearance below bridge:45.9 ft. [14.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
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: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:28,900 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:88.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactorySatisfactorySatisfactory2890088.6
September 2015FairSatisfactoryGoodSatisfactory2890088.6
August 2013FairSatisfactoryGoodSatisfactory2780088.8
August 2011FairSatisfactoryGoodSatisfactory2700088.9
August 2009GoodGoodGoodGood2760086.8
August 2007GoodGoodGoodGood2860086.7
July 2005GoodGoodGoodGood2910087.6
June 2003GoodGoodGoodGood2810087.8
August 2001GoodGoodVery GoodGood2710087.9
August 1999GoodGoodVery GoodGood2660088.0
March 1997PoorSeriousPoorSatisfactory2490050.7
February 1995PoorSeriousPoorSatisfactory3400049.0
March 1993PoorSeriousPoorSatisfactory3400052.0
January 1991PoorSeriousPoorSatisfactory7000048.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.17,00515,8881,11430
Deck
Reinforced Concrete Decksq. ft.127,418119,4747,857870
Substructure
Reinforced Concrete Columneach2018200
Reinforced Concrete Pier Walllinear ft.42041352270
Reinforced Concrete Abutmentlinear ft.2031762520
Reinforced Concrete Pile Cap/Footinglinear ft.25017050300
Reinforced Concrete Pier Caplinear ft.1,0991,0643500
Bearings
Elastomeric Bearingeach6975480
Fixed Bearingeach55332200
Pot Bearingeach100702550
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3,6703,53513500
Reinforced Concrete Bridge Raillinear ft.2,7102,59394230