Schooner Drive over Newport Secondary RR
Map
Coordinates:
+41.64615, -71.2082241°38'46" N, 71°12'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Schooner Drive over Newport Secondary RR |
Structure number: | 000000000011780 |
Location: | 0.5 Mi W of Jct Main Rd |
Route classification: | Local (Urban) [19] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 45.9 ft. [14.0 m] |
Roadway width between curbs: | 24.9 ft. [7.6 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Owner: | Town or Township Highway Agency [03] |
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: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 500 [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: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 82.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Good | Good | 500 | 82.4 |
October 2016 | Good | Good | Good | Good | 500 | 82.4 |
November 2014 | Good | Good | Good | Good | 500 | 82.4 |
November 2012 | Good | Very Good | Very Good | Good | 500 | 84.4 |
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 |
Steel Stringer | linear ft. | 77 | 72 | 5 | 0 | 0 |
Steel Protective Coating | sq. ft. | 241 | 229 | 0 | 0 | 12 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,418 | 1,406 | 12 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,418 | 1,418 | 0 | 0 | 0 |
Superstructure |
Steel Truss | linear ft. | 92 | 76 | 11 | 5 | 0 |
Steel Protective Coating | sq. ft. | 1,000 | 600 | 400 | 0 | 0 |
Steel Floor Beam | linear ft. | 222 | 133 | 56 | 33 | 0 |
Steel Protective Coating | sq. ft. | 1,288 | 198 | 1,030 | 0 | 60 |
Steel Gusset Plate | each | 28 | 0 | 28 | 0 | 0 |
Steel Protective Coating | sq. ft. | 40 | 0 | 39 | 0 | 1 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 71 | 0 | 71 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 204 | 0 | 204 | 0 | 0 |
Joints |
Open Joint | linear ft. | 62 | 27 | 31 | 4 | 0 |
Bearings |
Elastomeric Bearing | each | 3 | 0 | 3 | 0 | 0 |
Steel Protective Coating | sq. ft. | 6 | 0 | 0 | 6 | 0 |
Fixed Bearing | each | 3 | 0 | 3 | 0 | 0 |
Steel Protective Coating | sq. ft. | 6 | 4 | 0 | 0 | 2 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 138 | 133 | 0 | 0 | 5 |
Steel Protective Coating | sq. ft. | 1,380 | 0 | 1,375 | 0 | 5 |