RI 114 over MT HP BY,N SEC RR,114 LP

Bristol County, Rhode Island

Map

Coordinates:
+41.63979, -71.25788
41°38'23" N, 71°15'28" W

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Facts

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

Name:	RI 114 over MT HP BY,N SEC RR,114 LP
Structure number:	000000000003000
Location:	0.8 Mi S of JCT RI 138
Purpose:	Carries highway over highway, waterway, and railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	1200.2 ft. `[365.8 m]`
Total length:	4858.2 ft. `[1480.7 m]`
Roadway width between curbs:	26.9 ft. `[8.2 m]`
Deck width edge-to-edge:	31.8 ft. `[9.7 m]`
Vertical clearance above deck:	17.1 ft. `[5.2 m]`
Vertical clearance below bridge:	98.4 ft. `[30.0 m]`
Owner:	State Toll Authority `[31]`
Year built:	1929
Year reconstructed:	1985
Historic significance:	Bridge is on the National Register of Historic Places `[1]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Steel `[3]`
Main spans design:	Suspension `[13]`
Deck type:	Closed Grating `[4]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	13,000 `[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:	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:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Pier/abutment protection:	None present but re-evaluation suggested `[5]`
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	49.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$13,500,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Satisfactory	Satisfactory	Satisfactory	13000	49.0
November 2016	Fair	Satisfactory	Satisfactory	Satisfactory	13000	49.0
November 2014	Fair	Satisfactory	Satisfactory	Satisfactory	17700	56.0
November 2012	Fair	Satisfactory	Satisfactory	Satisfactory	17700	56.0
October 2010	Fair	Satisfactory	Satisfactory	Satisfactory	17700	54.3
November 2008	Poor	Satisfactory	Serious	Fair	17700	20.0
October 2006	Fair	Satisfactory	Fair	Satisfactory	28500	45.3
October 2000	Poor	Satisfactory	Poor	Poor	15885	39.0
October 1999	Poor	Satisfactory	Serious	Poor	14000	22.0
April 1998	Fair	Good	Fair	Fair	15885	47.0
September 1995	Fair	Good	Fair	Fair	13500	47.0
December 1994	Poor	Very Good	Poor	Fair	13500	39.0
October 1992	Poor	Very Good	Poor	Fair	13500	34.9
September 1989	Fair	Very Good	Good	Fair	13500	44.1

Element Data

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.	5,300	3,615	1,350	335	0
Steel Protective Coating	sq. ft.	102,115	101,515	0	600	0
Steel Stringer	linear ft.	34,008	33,755	3	250	0
Steel Protective Coating	sq. ft.	149,424	142,874	6,400	150	0
Steel Truss	linear ft.	4,416	2,982	1,104	330	0
Steel Protective Coating	sq. ft.	79,403	53,194	23,821	800	1,588
Steel Main Cable	linear ft.	5,297	2,118	2,649	530	0
Steel Protective Coating	sq. ft.	15,560	6,023	4,768	4,769	0
Steel Secondary Cable	each	456	426	30	0	0
Steel Protective Coating	sq. ft.	8,008	3,883	4,000	125	0
Steel Floor Beam	linear ft.	8,723	8,248	225	250	0
Steel Protective Coating	sq. ft.	87,230	64,680	21,800	500	250
Steel Pin or Pin & Hangar Assembly	each	8	0	6	2	0
Steel Protective Coating	sq. ft.	840	765	5	30	40
Steel Gusset Plate	each	468	30	351	87	0
Steel Protective Coating	sq. ft.	11,734	10,554	340	340	500
Substructure
Steel Column	each	42	0	0	42	0
Steel Protective Coating	sq. ft.	5,040	4,540	150	150	200
Reinforced Concrete Column	each	54	33	8	13	0
Steel Column Tower/Trestle	linear ft.	504	315	126	63	0
Steel Protective Coating	sq. ft.	16,678	10,424	1,754	2,500	2,000
Reinforced Concrete Pier Wall	linear ft.	110	88	20	2	0
Reinforced Concrete Abutment	linear ft.	76	76	0	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	336	296	26	14	0
Timber Pile	each	2	0	2	0	0
Reinforced Concrete Pier Cap	linear ft.	80	40	40	0	0
Deck
Concrete Filled Grid Deck	sq. ft.	138,256	130,210	4,023	4,023	0
Wearing Surfaces	sq. ft.	130,977	65,296	65,489	11	181
Steel Protective Coating	sq. ft.	138,256	129,520	345	345	8,046
Joints
Compression Joint	linear ft.	756	492	60	144	60
Assembly without Seal Joint	linear ft.	108	0	108	0	0
Bearings
Movable Bearing	each	953	730	200	23	0
Steel Protective Coating	sq. ft.	3,680	3,430	75	75	100
Fixed Bearing	each	34	0	34	0	0
Steel Protective Coating	sq. ft.	522	486	10	10	16
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	600	600	0	0	0
Steel Protective Coating	sq. ft.	2,700	2,700	0	0	0