HWY W NRTHFLD RD over RR NECRR
Map
Coordinates:
+42.72532, -72.4613842°43'31" N, 72°27'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HWY W NRTHFLD RD over RR NECRR |
Structure number: | N2201414FDOT634 |
Location: | .1 MI E MT HERMON STA RD |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 102.4 ft. [31.2 m] |
Total length: | 105.0 ft. [32.0 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Vertical clearance above deck: | 12.1 ft. [3.7 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1909 |
Year reconstructed: | 1987 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 646 [as of 646] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Basically intolerable requiring high priority of replacement [2] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 47.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $3,626,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Poor | Satisfactory | Poor | Fair | 646 | 47.5 |
December 2015 | Fair | Satisfactory | Fair | Fair | 259 | 55.9 |
December 2013 | Fair | Satisfactory | Fair | Fair | 259 | 55.9 |
December 2011 | Fair | Satisfactory | Fair | Fair | 259 | 55.9 |
December 2009 | Fair | Satisfactory | Fair | Fair | 259 | 55.9 |
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 |
Timber Stringer | linear ft. | 1,040 | 624 | 364 | 52 | 0 |
Steel Truss | linear ft. | 204 | 0 | 123 | 20 | 61 |
Steel Protective Coating | sq. ft. | 3,383 | 2,383 | 700 | 200 | 100 |
Steel Floor Beam | linear ft. | 196 | 0 | 180 | 16 | 0 |
Steel Protective Coating | sq. ft. | 1,086 | 1,061 | 23 | 2 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 159 | 119 | 20 | 20 | 0 |
Deck |
Corrugated or Orthotropic Deck | sq. ft. | 2,100 | 0 | 2,100 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,890 | 0 | 1,810 | 80 | 0 |
Steel Protective Coating | sq. ft. | 2,100 | 100 | 1,818 | 182 | 0 |
Timber Deck | sq. ft. | 722 | 0 | 722 | 0 | 0 |
Bearings |
Movable Bearing | each | 2 | 0 | 2 | 0 | 0 |
Steel Protective Coating | sq. ft. | 8 | 0 | 8 | 0 | 0 |
Fixed Bearing | each | 2 | 0 | 2 | 0 | 0 |
Steel Protective Coating | sq. ft. | 8 | 0 | 8 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 200 | 0 | 160 | 20 | 20 |