EAST 233RD STREET over METRO NO COMMUTER

Map

Coordinates:
+40.89515, -73.86289
40°53'43" N, 73°51'46" W

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

Name:	EAST 233RD STREET over METRO NO COMMUTER
Structure number:	000000002241870
Location:	233RD ST / METRO NO COMM
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	77.8 ft. `[23.7 m]`
Total length:	80.1 ft. `[24.4 m]`
Roadway width between curbs:	69.9 ft. `[21.3 m]`
Deck width edge-to-edge:	95.8 ft. `[29.2 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	4°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1904
Year reconstructed:	1981
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box beam or girders - Multiple `[05]`
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:	31,448 `[as of 2016]`
Truck traffic:	7% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
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]`
Sufficiency rating:	66.9
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$4,570,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2016	Fair	Satisfactory	Good	Satisfactory	31448	66.9
April 2014	Fair	Satisfactory	Good	Satisfactory	33931	66.3
April 2012	Fair	Satisfactory	Good	Satisfactory	33931	66.3
May 2010	Fair	Satisfactory	Good	Satisfactory	33931	66.3
May 2008	Fair	Satisfactory	Good	Satisfactory	34683	66.1
April 2006	Fair	Satisfactory	Satisfactory	Satisfactory	33931	66.3
April 2004	Fair	Satisfactory	Satisfactory	Satisfactory	33931	66.3
March 2002	Fair	Satisfactory	Satisfactory	Satisfactory	33931	55.0
March 2000	Fair	Satisfactory	Satisfactory	Satisfactory	33931	70.8
November 1998	Fair	Satisfactory	Satisfactory	Satisfactory	33931	70.8
May 1996	Fair	-	Satisfactory	Fair	29621	57.3
August 1994	Fair	-	Satisfactory	Fair	24000	59.7
August 1992	Fair	-	Satisfactory	Fair	24000	59.7
August 1990	Fair	-	Satisfactory	Fair	24000	59.7

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.	1,686	1,602	84	0	0
Deck
Reinforced Concrete Deck	sq. ft.	7,765	7,657	100	8	0
Substructure
Reinforced Concrete Abutment	linear ft.	192	175	0	17	0
Joints
Compression Joint	linear ft.	192	122	0	70	0
Bearings
Elastomeric Bearing	each	42	42	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	162	162	0	0	0
Steel Protective Coating	sq. ft.	1,011	1,011	0	0	0