HUMMOCKS POINT RD over TIDAL INLET
Map
Coordinates:
+41.62991, -71.2190841°37'48" N, 71°13'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HUMMOCKS POINT RD over TIDAL INLET |
Structure number: | 000000000004950 |
Location: | 0.5 Mi S of RI 24 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 315.0 ft. [96.0 m] |
Roadway width between curbs: | 30.2 ft. [9.2 m] |
Deck width edge-to-edge: | 42.3 ft. [12.9 m] |
Skew angle: | 12° |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 9 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Not applicable [N] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,043 [as of 2015] |
Truck traffic: | 3% of total traffic |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Pier/abutment protection: | In place but in a deteriorated condition [3] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 88.6 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $3,864,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | - | Good | Satisfactory | 2043 | 88.6 |
August 2016 | Fair | - | Good | Satisfactory | 2043 | 88.6 |
June 2015 | Poor | - | Good | Poor | 2043 | 61.2 |
August 2014 | Poor | - | Good | Poor | 3900 | 53.7 |
September 2012 | Fair | Very Good | Good | Satisfactory | 3900 | 80.0 |
April 2011 | Poor | Serious | Serious | Satisfactory | 2100 | 18.7 |
April 2009 | Poor | Critical | Critical | Fair | 2100 | 18.7 |
May 2007 | Poor | Poor | Poor | Fair | 2100 | 55.4 |
May 2003 | Poor | Poor | Poor | Fair | 2729 | 48.4 |
February 2001 | Poor | Poor | Poor | Satisfactory | 2729 | 48.3 |
January 1999 | Poor | Poor | Poor | Satisfactory | 2500 | 55.1 |
November 1996 | Poor | Poor | Poor | Satisfactory | 2800 | 50.2 |
September 1994 | Poor | Fair | Fair | Poor | 2700 | 60.9 |
September 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 2700 | 89.3 |
August 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 2700 | 86.3 |
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 Closed Web/Box Girder | linear ft. | 3,150 | 3,141 | 9 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 89 | 67 | 21 | 1 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 89 | 87 | 2 | 0 | 0 |
Prestressed Concrete Pile | each | 44 | 0 | 44 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 333 | 311 | 22 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 2,900 | 2,833 | 56 | 0 | 11 |
Joints |
Pourable Joint | linear ft. | 300 | 257 | 43 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 180 | 176 | 4 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 630 | 627 | 3 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,500 | 1,500 | 0 | 0 | 0 |