US 6 EB over COMB ST18 & RELIEF
Map
Coordinates:
+41.63731, -70.9232241°38'14" N, 70°55'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 6 EB over COMB ST18 & RELIEF |
Structure number: | N060293NYDOTNBI |
Location: | .75 MI W OF FAIRHAVEN TL |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 66.9 ft. [20.4 m] |
Total length: | 201.1 ft. [61.3 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1973 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 14,000 [as of 2017] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 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] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.6 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $6,374,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Fair | Fair | Satisfactory | Satisfactory | 14000 | 93.6 |
December 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 14000 | 94.6 |
December 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 14000 | 94.6 |
December 2011 | Fair | Satisfactory | Good | Satisfactory | 14000 | 94.6 |
December 2009 | Fair | Satisfactory | Good | Satisfactory | 14000 | 94.6 |
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. | 1,152 | 1,027 | 105 | 20 | 0 |
Steel Protective Coating | sq. ft. | 10,363 | 10,013 | 250 | 100 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,087 | 6,987 | 100 | 0 | 0 |
Wearing Surfaces | sq. ft. | 6,070 | 4,070 | 1,000 | 1,000 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 66 | 66 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 80 | 55 | 0 | 25 | 0 |
Joints |
Other Joint | linear ft. | 112 | 37 | 0 | 75 | 0 |
Bearings |
Movable Bearing | each | 15 | 8 | 7 | 0 | 0 |
Steel Protective Coating | sq. ft. | 60 | 60 | 0 | 0 | 0 |
Fixed Bearing | each | 15 | 9 | 6 | 0 | 0 |
Steel Protective Coating | sq. ft. | 60 | 20 | 40 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 434 | 434 | 0 | 0 | 0 |