I-295 SB over RI 2 BALD HILL RD

Map

Coordinates:
+41.72376, -71.48075
41°43'26" N, 71°28'51" W

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

Name:	I-295 SB over RI 2 BALD HILL RD
Structure number:	000000000007222
Location:	0.5 Mi N of JCT I-95
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	108.9 ft. `[33.2 m]`
Total length:	214.9 ft. `[65.5 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	44.9 ft. `[13.7 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	27°
Owner:	State Highway Agency `[01]`
Year built:	1967
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	2
Main spans material:	Steel `[3]`
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:	18,544 `[as of 2008]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	Better than present minimum criteria `[7]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	57.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$2,493,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Satisfactory	Fair	Satisfactory	18544	57.0
November 2016	Fair	Satisfactory	Fair	Satisfactory	18544	58.0
November 2014	Fair	Satisfactory	Fair	Satisfactory	41100	38.4
November 2012	Fair	Satisfactory	Fair	Satisfactory	41100	31.2
November 2010	Fair	Satisfactory	Fair	Satisfactory	41100	50.0
November 2008	Fair	Satisfactory	Fair	Satisfactory	41100	51.0
November 2006	Fair	Satisfactory	Fair	Fair	20000	56.2
June 2004	Fair	Good	Fair	Fair	20000	56.2
May 2002	Fair	Good	Fair	Fair	20000	56.2
July 2000	Fair	Good	Fair	Fair	20000	56.2
March 1998	Fair	Good	Satisfactory	Fair	20000	56.2
January 1996	Fair	Good	Satisfactory	Fair	28000	62.6
September 1994	Fair	Good	Satisfactory	Satisfactory	28000	74.2
May 1992	Fair	Good	Good	Fair	15600	66.0
May 1991	Poor	Good	Serious	Fair	15600	35.0

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.	1,302	10	1,259	33	0
Steel Protective Coating	sq. ft.	10,750	1,504	4,118	4,118	1,010
Deck
Reinforced Concrete Deck	sq. ft.	8,762	7,912	787	63	0
Wearing Surfaces	sq. ft.	8,603	8,103	500	0	0
Substructure
Reinforced Concrete Column	each	3	0	1	2	0
Reinforced Concrete Abutment	linear ft.	89	19	55	15	0
Reinforced Concrete Pier Cap	linear ft.	46	27	19	0	0
Joints
Pourable Joint	linear ft.	80	55	10	15	0
Bearings
Disk Bearing	each	24	13	5	6	0
Steel Protective Coating	sq. ft.	24	23	0	0	1
Bridge Rail
Other Material Bridge Rail	linear ft.	440	338	100	2	0
Steel Protective Coating	sq. ft.	440	340	0	0	100