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RI 138 EB over ADMIRAL KALBFUS RD

Newport County, Rhode Island

Map

Coordinates:
+41.50736, -71.31536
41°30'27" N, 71°18'55" W

Facts

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

Name:	RI 138 EB over ADMIRAL KALBFUS RD
Structure number:	000000000009080
Location:	0.1 Mi E of JCT RI 214
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	118.8 ft. `[36.2 m]`
Total length:	124.3 ft. `[37.9 m]`
Roadway width between curbs:	97.1 ft. `[29.6 m]`
Deck width edge-to-edge:	105.6 ft. `[32.2 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	30°
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+Mod / HS 20+Mod `[6]`
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: November 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	14,100 `[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:	Superior to present desirable criteria `[9]`
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:	84.2
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$3,640,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Satisfactory	Fair	Satisfactory	14100	84.2
November 2016	Fair	Satisfactory	Fair	Satisfactory	14100	72.4
February 2015	Fair	Satisfactory	Fair	Satisfactory	14100	72.4
March 2013	Fair	Satisfactory	Fair	Satisfactory	14100	72.4
March 2011	Fair	Good	Fair	Satisfactory	14100	73.5
March 2009	Fair	Good	Satisfactory	Satisfactory	14100	96.7
February 2007	Fair	Good	Satisfactory	Satisfactory	12900	96.8
September 2004	Fair	Good	Satisfactory	Satisfactory	12900	96.8
October 2002	Fair	Good	Satisfactory	Satisfactory	12900	96.8
October 2000	Fair	Good	Satisfactory	Satisfactory	12900	96.8
August 1998	Fair	Fair	Satisfactory	Good	12900	93.7
June 1996	Fair	Fair	Fair	Good	17700	82.0
July 1994	Fair	Good	Fair	Good	17700	83.4
June 1992	Fair	Good	Satisfactory	Good	4000	91.6
April 1990	Fair	Very Good	Satisfactory	Satisfactory	4000	89.6

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.	1,335	574	710	51	0
Steel Protective Coating	sq. ft.	21,360	20,250	0	0	1,110
Deck
Reinforced Concrete Deck	sq. ft.	12,560	12,464	52	44	0
Wearing Surfaces	sq. ft.	11,051	3,771	5,280	2,000	0
Substructure
Reinforced Concrete Abutment	linear ft.	235	225	5	5	0
Joints
Pourable Joint	linear ft.	168	91	0	0	77
Assembly without Seal Joint	linear ft.	55	45	10	0	0
Bearings
Movable Bearing	each	11	0	3	8	0
Steel Protective Coating	sq. ft.	22	0	12	6	4
Fixed Bearing	each	11	0	9	2	0
Steel Protective Coating	sq. ft.	22	0	8	12	2
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	122	61	61	0	0
Other Material Bridge Rail	linear ft.	244	242	0	2	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/1480200