37TH ST over RTE I278, RTE I278

Map

Coordinates:
+40.76938, -73.91272
40°46'10" N, 73°54'46" W

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

Name:	37TH ST over RTE I278, RTE I278
Structure number:	000000002230620
Location:	.5 MI W JCT I278 & G C PK
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Local (Urban) `[19]`
Length of largest span:	47.9 ft. `[14.6 m]`
Total length:	100.1 ft. `[30.5 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	51.2 ft. `[15.6 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	20°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1937
Year reconstructed:	1980
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	2
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	5,391 `[as of 2016]`
Truck traffic:	4% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 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 corrrective action `[3]`
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:	75.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$2,984,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2016	Fair	Fair	Satisfactory	Satisfactory	5391	75.0
March 2014	Fair	Fair	Satisfactory	Fair	4750	66.0
March 2012	Fair	Fair	Satisfactory	Fair	4750	66.0
March 2010	Fair	Fair	Satisfactory	Fair	4750	66.0
March 2008	Fair	Fair	Satisfactory	Fair	4750	66.0
April 2006	Fair	Fair	Satisfactory	Fair	4750	66.0
April 2004	Fair	Fair	Satisfactory	Fair	4750	66.0
May 2002	Fair	Fair	Satisfactory	Fair	5854	60.1
March 2000	Fair	Fair	Satisfactory	Fair	5854	54.0
May 1998	Fair	Fair	Satisfactory	Fair	5854	54.0
May 1996	Poor	Poor	Fair	Poor	6000	36.9
May 1994	Poor	Poor	Fair	Poor	6000	36.9
May 1992	Poor	Poor	Fair	Poor	6000	36.9
June 1990	Poor	Poor	Fair	Poor	6000	44.1

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	1,056	1,055	0	1	0
Steel Protective Coating	sq. ft.	10,290	10,290	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,110	3,963	1,022	125	0
Wearing Surfaces	sq. ft.	3,000	0	3,000	0	0
Substructure
Steel Column	each	4	3	1	0	0
Steel Protective Coating	sq. ft.	300	300	0	0	0
Reinforced Concrete Abutment	linear ft.	136	99	30	7	0
Steel Pier Cap	linear ft.	54	54	0	0	0
Steel Protective Coating	sq. ft.	783	783	0	0	0
Joints
Compression Joint	linear ft.	108	0	87	21	0
Bearings
Movable Bearing	each	22	22	0	0	0
Steel Protective Coating	sq. ft.	51	48	3	0	0
Fixed Bearing	each	11	0	0	11	0
Steel Protective Coating	sq. ft.	11	8	3	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	200	200	0	0	0
Steel Protective Coating	sq. ft.	900	900	0	0	0