RI 402 FRNCHTWN RD over Ramp 4E to RI 402,RI 4

Map

Coordinates:
+41.62797, -71.48717
41°37'41" N, 71°29'14" W

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

Name:	RI 402 FRNCHTWN RD over Ramp 4E to RI 402,RI 4
Structure number:	000000000007630
Location:	0.5 Mi E of JCT RI 2
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	120.1 ft. `[36.6 m]`
Total length:	362.9 ft. `[110.6 m]`
Roadway width between curbs:	67.9 ft. `[20.7 m]`
Deck width edge-to-edge:	80.4 ft. `[24.5 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	5°
Owner:	State Highway Agency `[01]`
Year built:	1973
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
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:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	13,423 `[as of 2015]`
Truck traffic:	3% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	44.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$8,481,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Poor	Fair	Fair	Poor	13423	44.4
July 2015	Poor	Fair	Fair	Poor	13423	25.8
July 2013	Fair	Fair	Fair	Satisfactory	16700	44.4
July 2011	Fair	Fair	Fair	Good	16700	72.0
September 2009	Fair	Satisfactory	Fair	Good	16700	75.4
February 2008	Poor	Satisfactory	Poor	Fair	16200	56.4
January 2006	Poor	Satisfactory	Poor	Fair	18810	54.9
July 2003	Poor	Satisfactory	Serious	Fair	18810	37.0
September 2001	Poor	Satisfactory	Serious	Fair	18810	37.0
August 1999	Poor	Satisfactory	Serious	Fair	11100	42.4
May 1997	Poor	Good	Poor	Satisfactory	11100	62.4
June 1995	Poor	Good	Poor	Satisfactory	10200	65.8
November 1993	Poor	Satisfactory	Poor	Fair	10200	65.8
December 1991	Poor	Satisfactory	Poor	Fair	10200	67.0

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.	3,619	2,239	500	880	0
Steel Protective Coating	sq. ft.	43,428	10,928	0	32,500	0
Deck
Reinforced Concrete Deck	sq. ft.	29,213	26,919	1,768	526	0
Substructure
Reinforced Concrete Column	each	8	2	4	2	0
Reinforced Concrete Abutment	linear ft.	183	0	182	1	0
Reinforced Concrete Pier Cap	linear ft.	155	42	87	26	0
Joints
Pourable Joint	linear ft.	150	0	150	0	0
Bearings
Elastomeric Bearing	each	20	17	3	0	0
Movable Bearing	each	20	18	2	0	0
Steel Protective Coating	sq. ft.	500	500	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	726	656	70	0	0