Share: 
RI 403 Ramp BB over RampEE/W.DavisvilleRD/RR
Map
Coordinates:
+41.60419, -71.44856
41°36'15" N, 71°26'55" W
+41.60419, -71.44856
41°36'15" N, 71°26'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | RI 403 Ramp BB over RampEE/W.DavisvilleRD/RR |
| Structure number: | 000000000010110 |
| Location: | 0.1Mi.N.RI403 |
| Purpose: | Carries highway over highway and railroad |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 128.9 ft. [39.3 m] |
| Total length: | 133.5 ft. [40.7 m] |
| Roadway width between curbs: | 32.2 ft. [9.8 m] |
| Deck width edge-to-edge: | 35.4 ft. [10.8 m] |
| Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
| Skew angle: | 5° |
| Owner: | State Highway Agency [01] |
| Year built: | 2002 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,650 [as of 2008] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Underclearances appraisal: | Equal to present minimum criteria [6] |
| 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: | 98.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2017 | Good | Good | Good | Good | 2650 | 98.9 |
| June 2015 | Good | Good | Good | Good | 2650 | 98.9 |
| July 2013 | Good | Good | Good | Good | 2650 | 98.9 |
| July 2011 | Good | Good | Good | Good | 2650 | 96.0 |
| August 2009 | Good | Very Good | Good | Good | 2650 | 76.7 |
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. | 529 | 512 | 16 | 1 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 4,740 | 4,692 | 48 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 71 | 61 | 10 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 64 | 0 | 64 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 8 | 0 | 8 | 0 | 0 |
| Bridge Rail | ||||||
| Other Material Bridge Rail | linear ft. | 267 | 265 | 2 | 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/1480298
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1480298