NOSTRAND AVENUE over N Y & ATLANTIC/LI

Map

Coordinates:
+40.63056, -73.94745
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:	16.4 ft. `[5.0 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]`
Sufficiency rating:	83.2
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$4,864,000

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

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder	linear ft.	1,194	1,194	0	0	0
Deck
Prestressed Concrete Top Flange	sq. ft.	4,250	4,250	0	0	0
Wearing Surfaces	sq. ft.	2,772	693	1,941	138	0
Substructure
Steel Column	each	5	0	5	0	0
Reinforced Concrete Pier Wall	linear ft.	71	0	65	6	0
Reinforced Concrete Abutment	linear ft.	142	0	65	77	0
Steel Pier Cap	linear ft.	71	0	65	6	0
Joints
Compression Joint	linear ft.	142	0	0	71	71
Bearings
Elastomeric Bearing	each	76	76	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	125	0	125	0	0