RTE I495 over RTE I495, RTE I495, QUEE

Map

Coordinates:
+40.73280, -73.86804
40°43'58" N, 73°52'05" W

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Name:	RTE I495 over RTE I495, RTE I495, QUEE
Structure number:	000000002066011
Location:	1.3 MI SW JCT GCP & I495
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	192.6 ft. `[58.7 m]`
Total length:	480.0 ft. `[146.3 m]`
Roadway width between curbs:	50.5 ft. `[15.4 m]`
Deck width edge-to-edge:	107.3 ft. `[32.7 m]`
Vertical clearance below bridge:	14.8 ft. `[4.5 m]`
Skew angle:	36°
Owner:	State Highway Agency `[01]`
Year built:	1955
Year reconstructed:	2003
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:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	93,374 `[as of 2011]`
Truck traffic:	8% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
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]`
Operating rating:	61.8 tons `[56.2 metric tons]`
Inventory rating:	24.0 tons `[21.8 metric tons]`
Sufficiency rating:	64.8
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$481,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
May 2015	64.8	Fair	Very Good	Satisfactory	Very Good	FO	93374
May 2013	77.0	Good	Very Good	Good	Good	FO	186748
June 2011	75.0	Good	Very Good	Good	Good	-	222948
June 2009	77.0	Good	Very Good	Good	Good	-	144517
June 2007	77.0	Good	Very Good	Good	Good	-	222948
June 2005	75.0	Good	Very Good	Good	Good	-	222948
August 2003	94.0	Good	Very Good	Good	Good	-	222948
March 2003	87.0	Poor	Poor	Satisfactory	Satisfactory	SD	189041
December 2000	87.0	Poor	Poor	Satisfactory	Satisfactory	SD	189041
December 1998	87.0	Poor	Poor	Satisfactory	Satisfactory	SD	206997
December 1996	60.0	Poor	Poor	Poor	Poor	SD	91677
October 1994	60.0	Poor	Poor	Poor	Poor	SD	91677