RI 24 RAMP C over RAMP B
Map
Coordinates:
+41.60209, -71.2580441°36'08" N, 71°15'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RI 24 RAMP C over RAMP B |
Structure number: | 000000000006470 |
Location: | 0.5 Mi S of JCT RI 114 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 64.0 ft. [19.5 m] |
Total length: | 69.9 ft. [21.3 m] |
Roadway width between curbs: | 24.9 ft. [7.6 m] |
Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
Year reconstructed: | 1991 |
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: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 18,100 [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: | Better than present minimum criteria [7] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 74.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $637,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Fair | Satisfactory | 18100 | 74.5 |
June 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 18100 | 88.1 |
June 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 18100 | 88.1 |
June 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 18100 | 88.5 |
June 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 18100 | 88.5 |
June 2007 | Fair | Good | Satisfactory | Satisfactory | 18100 | 90.5 |
October 2004 | Fair | Good | Satisfactory | Satisfactory | 1590 | 94.6 |
January 2003 | Fair | Good | Satisfactory | Good | 1590 | 94.6 |
January 2001 | Fair | Good | Satisfactory | Good | 1590 | 94.6 |
October 1998 | Fair | Good | Satisfactory | Good | 1590 | 94.6 |
October 1996 | Fair | Good | Satisfactory | Good | 7500 | 75.0 |
September 1994 | Fair | Good | Satisfactory | Good | 7500 | 73.2 |
September 1992 | Fair | Good | Satisfactory | Good | 3000 | 74.0 |
July 1990 | Fair | Good | Satisfactory | Good | 3000 | 74.0 |
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. | 407 | 0 | 387 | 20 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,741 | 1,445 | 296 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,741 | 1,654 | 87 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 63 | 0 | 31 | 32 | 0 |
Concrete Protective Coating | sq. ft. | 630 | 620 | 0 | 0 | 10 |
Joints |
Pourable Joint | linear ft. | 50 | 0 | 25 | 25 | 0 |
Bearings |
Elastomeric Bearing | each | 12 | 0 | 12 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 140 | 5 | 126 | 9 | 0 |