GOAT ISL CAUSEWAY over NEWPORT HARBOR
Map
Coordinates:
+41.49128, -71.3250441°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 |