Share:

ROUTE 190 over CONN RIVER & AMTRAK RR

Map

Coordinates:
+41.98978, -72.60324
41°59'23" N, 72°36'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROUTE 190 over CONN RIVER & AMTRAK RR
Structure number:03295
Location:0.41 MI E OF OVLP RTE 159
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:200.1 ft. [61.0 m]
Total length:1345.2 ft. [410.0 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:62.7 ft. [19.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:2007
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:8
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:24,300 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
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 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:53.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017PoorSatisfactoryPoorSatisfactory2430053.3
October 2015FairSatisfactoryFairSatisfactory2430069.3
October 2013FairSatisfactoryFairSatisfactory2340069.2
October 2011FairSatisfactoryFairSatisfactory2550050.2
November 2009FairSatisfactoryFairSatisfactory2550050.2
September 2009FairSatisfactoryFairSatisfactory2550050.2
April 2007FairSatisfactoryFairSatisfactory2550050.2
April 2005FairSatisfactoryFairSatisfactory2570050.2
March 2003FairSatisfactorySatisfactorySatisfactory2410058.2
March 2001FairSatisfactorySatisfactoryGood2350061.2
March 1999FairSatisfactorySatisfactorySatisfactory2410058.2
March 1997FairSatisfactorySatisfactorySatisfactory2520059.2
March 1995FairSatisfactorySatisfactorySatisfactory2540060.0
April 1993FairSatisfactorySatisfactoryFair2690049.0
April 1991FairSatisfactorySatisfactoryFair2470049.0