RI 24 SB over TURNPIKE AV

Map

Coordinates:
+41.61081, -71.25445
41°36'39" N, 71°15'16" W

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

Name:	RI 24 SB over TURNPIKE AV
Structure number:	000000000006452
Location:	0.8 Mi N of JCT RI 114
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	125.0 ft. `[38.1 m]`
Total length:	230.0 ft. `[70.1 m]`
Roadway width between curbs:	37.1 ft. `[11.3 m]`
Deck width edge-to-edge:	43.6 ft. `[13.3 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	59°
Owner:	State Highway Agency `[01]`
Year built:	1964
Year reconstructed:	1991
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	3
Main spans material:	Steel continuous `[4]`
Main spans 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:	19,516 `[as of 2007]`
Truck traffic:	10% 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	98.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$4,272,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Fair	Satisfactory	Satisfactory	Satisfactory	19516	98.0
March 2017	Fair	Satisfactory	Satisfactory	Satisfactory	19516	98.0
April 2015	Fair	Good	Satisfactory	Fair	19516	87.0
April 2013	Fair	Good	Satisfactory	Fair	15000	87.0
April 2011	Fair	Good	Satisfactory	Fair	15000	80.8
May 2009	Fair	Good	Satisfactory	Fair	15000	80.8
May 2007	Fair	Very Good	Satisfactory	Fair	15000	81.8
October 2004	Fair	Very Good	Satisfactory	Fair	7500	83.9
January 2003	Fair	Very Good	Satisfactory	Fair	7500	83.9
February 2001	Fair	Very Good	Satisfactory	Satisfactory	7500	95.2
October 1998	Fair	Very Good	Good	Satisfactory	7500	95.2
September 1996	Fair	Very Good	Good	Fair	12300	84.6
September 1994	Fair	Very Good	Good	Satisfactory	12300	96.0
October 1992	Good	Very Good	Good	Good	11750	97.0
August 1990	Good	Very Good	Very Good	Very Good	11750	97.0

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.	1,355	1,327	21	7	0
Steel Protective Coating	sq. ft.	18,975	16,975	500	500	1,000
Deck
Reinforced Concrete Deck	sq. ft.	10,037	9,978	49	10	0
Wearing Surfaces	sq. ft.	8,510	8,510	0	0	0
Concrete Protective Coating	sq. ft.	920	270	400	200	50
Substructure
Reinforced Concrete Column	each	12	1	7	4	0
Concrete Protective Coating	sq. ft.	1,200	1,200	0	0	0
Reinforced Concrete Abutment	linear ft.	164	98	54	12	0
Concrete Protective Coating	sq. ft.	820	820	0	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	4	4	0	0	0
Reinforced Concrete Pier Cap	linear ft.	148	147	1	0	0
Concrete Protective Coating	sq. ft.	1,480	1,480	0	0	0
Joints
Pourable Joint	linear ft.	144	124	10	10	0
Bearings
Movable Bearing	each	18	1	12	5	0
Steel Protective Coating	sq. ft.	36	8	0	0	28
Fixed Bearing	each	6	0	6	0	0
Steel Protective Coating	sq. ft.	12	0	0	0	12
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	460	200	260	0	0
Concrete Protective Coating	sq. ft.	1,380	0	800	400	180