Share: 
RI 403 over FRENCHTOWN ROAD
Map
Coordinates:
+41.62859, -71.47993
41°37'43" N, 71°28'48" W
+41.62859, -71.47993
41°37'43" N, 71°28'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | RI 403 over FRENCHTOWN ROAD |
| Structure number: | 000000000010100 |
| Location: | Jct 402 |
| Purpose: | Carries highway over highway and waterway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 190.3 ft. [58.0 m] |
| Total length: | 199.5 ft. [60.8 m] |
| Roadway width between curbs: | 76.1 ft. [23.2 m] |
| Deck width edge-to-edge: | 81.4 ft. [24.8 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Skew angle: | 50° |
| Owner: | State Highway Agency [01] |
| Year built: | 2008 |
| 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: | Steel [3] |
| 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: | 22,302 [as of 2015] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 97.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2017 | Good | Good | Very Good | Good | 22302 | 97.9 |
| July 2015 | Good | Good | Very Good | Good | 22302 | 95.9 |
| July 2013 | Good | Good | Very Good | Good | 10400 | 96.5 |
| July 2011 | Good | Good | Very Good | Good | 20800 | 97.0 |
| August 2009 | Good | Good | Very Good | Good | 20800 | 97.0 |
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 | ||||||
| Steel Girder/Beam | linear ft. | 1,552 | 1,543 | 9 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 34,144 | 34,019 | 75 | 50 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 16,267 | 15,980 | 275 | 12 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 285 | 237 | 46 | 2 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 118 | 61 | 57 | 0 | 0 |
| Pourable Joint | linear ft. | 118 | 79 | 39 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 16 | 10 | 6 | 0 | 0 |
| Bridge Rail | ||||||
| Other Material Bridge Rail | linear ft. | 400 | 354 | 45 | 1 | 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/1480297
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1480297