NOSTRAND AVENUE over N Y & ATLANTIC/LI

Map

Coordinates:
+40.63055, -73.94746
40°37'50" N, 73°56'51" W

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

Name:	NOSTRAND AVENUE over N Y & ATLANTIC/LI
Structure number:	000000002243500
Location:	AT FLATBUSH
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	30.8 ft. `[9.4 m]`
Total length:	64.0 ft. `[19.5 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	67.3 ft. `[20.5 m]`
Vertical clearance below bridge:	18.4 ft. `[5.6 m]`
Skew angle:	5°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1909
Year reconstructed:	1981
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:	2
Main spans material:	Prestressed concrete continuous `[6]`
Main spans design:	Box Beam or girders - Single or Spread `[06]`
Deck type:	Not applicable `[N]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	13,398 `[as of 2011]`
Truck traffic:	7% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
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:	60.8 tons `[55.3 metric tons]`
Sufficiency rating:	83.2
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$4,864,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
September 2016	83.2	Fair	Good	Good	Fair	FO	13398
September 2014	81.2	Fair	Good	Good	Fair	FO	12788
September 2012	82.6	Fair	Good	Good	Fair	FO	13400
November 2010	82.6	Fair	Good	Good	Fair	FO	12097
December 2008	82.6	Fair	Good	Good	Fair	FO	12097
October 2006	83.4	Fair	Good	Good	Fair	FO	11308
November 2004	93.8	Fair	Very Good	Very Good	Satisfactory	FO	11308
July 2002	89.6	Good	Good	Very Good	Good	FO	10591
March 2000	97.5	Good	Good	Very Good	Good	-	10591
January 1998	86.4	Fair	-	Good	Fair	-	10591
April 1996	57.3	Poor	-	Satisfactory	Poor	SD	12800
May 1994	69.6	Poor	-	Satisfactory	Poor	SD	12800
March 1992	69.6	Poor	-	Satisfactory	Poor	SD	12800
May 1990	85.9	Fair	-	Satisfactory	Fair	-	12800