RI 37 EB over RAMP A

Map

Coordinates:
+41.74866, -71.44540
41°44'55" N, 71°26'43" W

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

Name:	RI 37 EB over RAMP A
Structure number:	000000000006300
Location:	0.8 Mi E of PONTIAC AV
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	56.1 ft. `[17.1 m]`
Total length:	61.0 ft. `[18.6 m]`
Roadway width between curbs:	39.0 ft. `[11.9 m]`
Deck width edge-to-edge:	44.9 ft. `[13.7 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	4°
Owner:	State Highway Agency `[01]`
Year built:	1966
Year reconstructed:	1989
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	33,046 `[as of 2015]`
Truck traffic:	2% of total traffic
Deck condition:	Satisfactory `[6 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:	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:	74.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$2,790,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Fair	Satisfactory	Satisfactory	Satisfactory	33046	74.0
June 2015	Fair	Satisfactory	Satisfactory	Satisfactory	33046	74.0
July 2013	Fair	Satisfactory	Satisfactory	Satisfactory	6300	86.0
July 2011	Fair	Good	Satisfactory	Satisfactory	22000	76.3
August 2009	Fair	Good	Good	Satisfactory	22000	76.3
August 2007	Good	Good	Good	Good	22000	76.3
July 2005	Good	Good	Good	Good	20000	62.9
March 2003	Fair	Good	Good	Satisfactory	20000	62.9
March 2001	Fair	Good	Good	Satisfactory	20000	62.9
February 1999	Fair	Good	Good	Satisfactory	20000	62.9
June 1997	Good	Good	Good	Good	20000	62.9
January 1997	Fair	Good	Good	Satisfactory	22400	74.1
January 1995	Poor	Good	Satisfactory	Poor	22400	43.9
January 1993	Poor	Good	Satisfactory	Poor	22400	48.0
July 1991	Fair	Good	Good	Satisfactory	22400	75.0

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	392	163	227	2	0
Steel Protective Coating	sq. ft.	3,280	3,210	0	0	70
Deck
Reinforced Concrete Deck	sq. ft.	2,743	2,279	452	12	0
Wearing Surfaces	sq. ft.	2,379	2,379	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	89	15	28	46	0
Joints
Pourable Joint	linear ft.	78	78	0	0	0
Bearings
Movable Bearing	each	7	4	1	2	0
Steel Protective Coating	sq. ft.	21	14	0	0	7
Fixed Bearing	each	7	0	5	2	0
Steel Protective Coating	sq. ft.	21	9	5	0	7
Bridge Rail
Other Material Bridge Rail	linear ft.	122	45	17	60	0