HILL ST over PAWTUXET RIVER N BRANCH
Map
Coordinates:
+41.73052, -71.5464641°43'50" N, 71°32'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HILL ST over PAWTUXET RIVER N BRANCH |
Structure number: | 000000000008420 |
Location: | 0.1 Mi S of JCT Main St |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 127.0 ft. [38.7 m] |
Total length: | 132.9 ft. [40.5 m] |
Roadway width between curbs: | 16.1 ft. [4.9 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Vertical clearance above deck: | 18.0 ft. [5.5 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1888 |
Year reconstructed: | 1998 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Main span material: | Aluminum, Wrought Iron or Cast Iron [9] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 910 [as of 1999] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 23.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $755,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Poor | Satisfactory | Serious | Poor | 910 | 23.7 |
September 2016 | Poor | Satisfactory | Serious | Poor | 910 | 23.7 |
October 2015 | Poor | Satisfactory | Serious | Poor | 910 | 23.7 |
October 2013 | Poor | Satisfactory | Serious | Poor | 910 | 23.7 |
October 2011 | Poor | Satisfactory | Serious | Poor | 910 | 23.7 |
November 2009 | Poor | Satisfactory | Serious | Poor | 910 | 26.9 |
November 2007 | Poor | Satisfactory | Poor | Poor | 910 | 26.9 |
April 2006 | Poor | Satisfactory | Fair | Poor | 910 | 26.9 |
January 2004 | Poor | Satisfactory | Poor | Poor | 910 | 18.6 |
February 2002 | Poor | Satisfactory | Poor | Poor | 910 | 18.5 |
January 2000 | Poor | Satisfactory | Poor | Poor | 1000 | 18.4 |
September 1997 | Poor | Serious | Fair | Poor | 1000 | 13.0 |
October 1995 | Poor | Satisfactory | Fair | Poor | 1200 | 18.5 |
September 1994 | Poor | Satisfactory | Fair | Poor | 1200 | 18.5 |
February 1994 | Poor | Satisfactory | Fair | Poor | 1200 | 18.5 |
January 1992 | Poor | Satisfactory | Fair | Poor | 1200 | 20.0 |
September 1990 | Fair | Good | Satisfactory | Satisfactory | 1200 | 33.4 |
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 |
Timber Stringer | linear ft. | 1,510 | 1,299 | 211 | 0 | 0 |
Steel Truss | linear ft. | 256 | 0 | 205 | 50 | 1 |
Steel Protective Coating | sq. ft. | 2,232 | 1,340 | 223 | 223 | 446 |
Steel Floor Beam | linear ft. | 140 | 0 | 83 | 55 | 2 |
Steel Protective Coating | sq. ft. | 840 | 706 | 0 | 67 | 67 |
Substructure |
Masonry Abutment | linear ft. | 56 | 0 | 1 | 55 | 0 |
Deck |
Timber Deck | sq. ft. | 2,394 | 0 | 2,394 | 0 | 0 |
Bearings |
Movable Bearing | each | 2 | 0 | 2 | 0 | 0 |
Steel Protective Coating | sq. ft. | 8 | 4 | 2 | 2 | 0 |
Fixed Bearing | each | 2 | 0 | 2 | 0 | 0 |
Steel Protective Coating | sq. ft. | 8 | 4 | 2 | 2 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 260 | 106 | 64 | 40 | 50 |
Steel Protective Coating | sq. ft. | 2,080 | 1,040 | 312 | 312 | 416 |