11TH AVENUE over N Y & ATLANTIC/LI, NYCTA

Map

Coordinates:
+40.63066, -74.00382
40°37'50" N, 74°00'14" W

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

Name:	11TH AVENUE over N Y & ATLANTIC/LI, NYCTA
Structure number:	000000002243630
Location:	AT NEW UTRECHT
Purpose:	Carries highway over railroad
Route classification:	Collector (Urban) `[17]`
Length of largest span:	30.8 ft. `[9.4 m]`
Total length:	148.0 ft. `[45.1 m]`
Roadway width between curbs:	42.0 ft. `[12.8 m]`
Deck width edge-to-edge:	64.0 ft. `[19.5 m]`
Vertical clearance below bridge:	12.5 ft. `[3.8 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1906
Year reconstructed:	2000
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Number of main spans:	5
Main spans material:	Steel `[3]`
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:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	9,555 `[as of 2013]`
Truck traffic:	7% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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]`
Inventory rating:	84.8 tons `[77.1 metric tons]`
Sufficiency rating:	92.5
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$5,461,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
July 2016	92.5	Good	Good	Very Good	Very Good	FO	9555
July 2014	92.7	Good	Good	Very Good	Very Good	FO	6929
November 2012	92.7	Good	Excellent	Excellent	Excellent	FO	6929
January 2011	92.7	Good	Excellent	Excellent	Excellent	FO	6929
December 2008	92.7	Good	Excellent	Excellent	Excellent	FO	7068
September 2006	92.7	Good	Excellent	Excellent	Excellent	-	6929
October 2004	74.6	Good	Excellent	Excellent	Excellent	-	6929
August 2002	74.6	Good	Excellent	Excellent	Excellent	FO	6929
October 2000	78.6	Good	Excellent	Excellent	Excellent	FO	6929
March 2000	61.5	Fair	Fair	Fair	Fair	FO	6929
July 1998	61.3	Fair	Fair	Fair	Fair	FO	10100
November 1997	23.8	Poor	Serious	Serious	Serious	SD	10100
September 1996	10.1	Poor	Serious	Serious	Serious	SD	10100
October 1995	12.5	Poor	Serious	Serious	Serious	SD	10100
December 1994	12.5	Poor	Serious	Serious	Serious	SD	10100
October 1993	2.0	Poor	Serious	Serious	Serious	SD	10100
September 1992	2.0	Poor	Serious	Serious	Serious	SD	10100
November 1991	2.0	Poor	Serious	Serious	Serious	SD	10100