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RI 138 over THIRD ST

Newport County, Rhode Island

Map

Coordinates:
+41.50016, -71.31973
41°30'01" N, 71°19'11" W

Facts

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

Name:	RI 138 over THIRD ST
Structure number:	000000000009030
Location:	0.5 Mi S of JCT RI 214
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	86.0 ft. `[26.2 m]`
Total length:	91.5 ft. `[27.9 m]`
Roadway width between curbs:	69.9 ft. `[21.3 m]`
Deck width edge-to-edge:	73.5 ft. `[22.4 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	22°
Owner:	State Highway Agency `[01]`
Year built:	1969
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]`

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	28,743 `[as of 2015]`
Truck traffic:	2% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	68.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$1,935,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Fair	Satisfactory	Fair	Fair	28743	68.0
December 2016	Fair	Satisfactory	Fair	Fair	28743	63.3
February 2015	Fair	Satisfactory	Fair	Fair	26700	63.3
February 2013	Fair	Satisfactory	Satisfactory	Satisfactory	26700	75.2
March 2011	Fair	Good	Satisfactory	Satisfactory	26700	75.3
March 2009	Fair	Good	Satisfactory	Satisfactory	26700	82.5
February 2007	Fair	Good	Satisfactory	Satisfactory	23000	82.5
July 2004	Fair	Good	Satisfactory	Satisfactory	23000	82.5
September 2002	Fair	Satisfactory	Fair	Satisfactory	23000	71.5
September 2000	Fair	Good	Satisfactory	Satisfactory	23000	82.5
July 1998	Fair	Good	Fair	Satisfactory	23000	71.5
June 1996	Fair	Good	Satisfactory	Satisfactory	17700	94.3
July 1994	Fair	Good	Good	Satisfactory	17700	89.4
June 1992	Fair	Good	Good	Satisfactory	17700	94.0
April 1990	Fair	Good	Good	Satisfactory	17700	94.0

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.	876	816	40	20	0
Steel Protective Coating	sq. ft.	10,512	9,712	400	200	200
Deck
Reinforced Concrete Deck	sq. ft.	6,722	6,501	151	70	0
Wearing Surfaces	sq. ft.	5,488	3,585	1,300	603	0
Substructure
Reinforced Concrete Abutment	linear ft.	161	86	55	20	0
Joints
Pourable Joint	linear ft.	130	81	48	1	0
Bearings
Movable Bearing	each	10	2	4	4	0
Steel Protective Coating	sq. ft.	20	2	10	6	2
Fixed Bearing	each	10	9	1	0	0
Steel Protective Coating	sq. ft.	20	2	12	4	2
Bridge Rail
Other Material Bridge Rail	linear ft.	183	159	20	4	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1480195