ROUTE 190 over CONN RIVER & AMTRAK RR

Map

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

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]`

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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Poor	Satisfactory	Poor	Satisfactory	24300	53.3
October 2015	Fair	Satisfactory	Fair	Satisfactory	24300	69.3
October 2013	Fair	Satisfactory	Fair	Satisfactory	23400	69.2
October 2011	Fair	Satisfactory	Fair	Satisfactory	25500	50.2
November 2009	Fair	Satisfactory	Fair	Satisfactory	25500	50.2
September 2009	Fair	Satisfactory	Fair	Satisfactory	25500	50.2
April 2007	Fair	Satisfactory	Fair	Satisfactory	25500	50.2
April 2005	Fair	Satisfactory	Fair	Satisfactory	25700	50.2
March 2003	Fair	Satisfactory	Satisfactory	Satisfactory	24100	58.2
March 2001	Fair	Satisfactory	Satisfactory	Good	23500	61.2
March 1999	Fair	Satisfactory	Satisfactory	Satisfactory	24100	58.2
March 1997	Fair	Satisfactory	Satisfactory	Satisfactory	25200	59.2
March 1995	Fair	Satisfactory	Satisfactory	Satisfactory	25400	60.0
April 1993	Fair	Satisfactory	Satisfactory	Fair	26900	49.0
April 1991	Fair	Satisfactory	Satisfactory	Fair	24700	49.0