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GOAT ISL CAUSEWAY over NEWPORT HARBOR

Newport County, Rhode Island

Map

Coordinates:
+41.49128, -71.32504
41°29'29" N, 71°19'30" W

Facts

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

Name:	GOAT ISL CAUSEWAY over NEWPORT HARBOR
Structure number:	000000000006970
Location:	0.3 Mi W of JCT RI 238
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	43.3 ft. `[13.2 m]`
Total length:	1067.3 ft. `[325.3 m]`
Roadway width between curbs:	24.9 ft. `[7.6 m]`
Deck width edge-to-edge:	38.4 ft. `[11.7 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1965
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:	24
Main spans material:	Prestressed concrete `[5]`
Main spans 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:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	1,919 `[as of 2014]`
Truck traffic:	10% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	31.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$17,337,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Poor	Fair	Poor	Fair	1919	31.0
February 2017	Poor	Fair	Poor	Fair	1919	31.0
March 2015	Poor	Fair	Poor	Fair	1919	32.8
February 2015	Poor	Fair	Fair	Poor	3600	38.0
March 2013	Poor	Fair	Fair	Poor	3600	38.0
April 2011	Poor	Fair	Fair	Poor	3600	38.0
April 2009	Poor	Satisfactory	Serious	Satisfactory	3600	18.1
April 2007	Poor	Satisfactory	Serious	Satisfactory	3600	21.2
September 2002	Poor	Poor	Poor	Poor	3941	37.2
October 2000	Poor	Poor	Serious	Poor	3941	20.2
June 1998	Poor	Poor	Poor	Poor	4200	37.2
July 1996	Poor	Poor	Poor	Satisfactory	4300	50.1
June 1994	Poor	Poor	Fair	Satisfactory	3700	66.6
June 1992	Poor	Satisfactory	Poor	Fair	2800	52.0
November 1990	Fair	Satisfactory	Satisfactory	Satisfactory	2800	79.0

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
Prestressed Concrete Girder/Beam	linear ft.	6,361	5,850	173	287	51
Deck
Reinforced Concrete Deck	sq. ft.	37,708	36,973	571	164	0
Wearing Surfaces	sq. ft.	26,683	2	60	26,621	0
Substructure
Reinforced Concrete Abutment	linear ft.	78	73	5	0	0
Steel Pile	each	138	1	0	137	0
Reinforced Concrete Pier Cap	linear ft.	874	799	31	44	0
Joints
Pourable Joint	linear ft.	432	0	0	432	0
Compression Joint	linear ft.	468	0	0	467	1
Bearings
Elastomeric Bearing	each	288	126	87	75	0
Bridge Rail
Other Material Bridge Rail	linear ft.	2,135	2,119	16	0	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/1479998