HWY ELM ST over RR AMTRAK/MBTA
Map
Coordinates:
+41.99950, -71.2434841°59'58" N, 71°14'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HWY ELM ST over RR AMTRAK/MBTA |
Structure number: | M03015AMCDOT634 |
Location: | .3 MI SE OF SCHOOL ST. |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 79.7 ft. [24.3 m] |
Total length: | 173.2 ft. [52.8 m] |
Roadway width between curbs: | 41.0 ft. [12.5 m] |
Deck width edge-to-edge: | 49.9 ft. [15.2 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 29° |
Owner: | State Highway Agency [01] |
Year built: | 2005 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 9,000 [as of 2015] |
Truck traffic: | 6% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 94.8 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $616,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Good | Good | Very Good | Good | 9000 | 94.8 |
January 2015 | Good | Good | Very Good | Good | 9000 | 94.8 |
October 2013 | Good | Very Good | Very Good | Very Good | 9000 | 94.8 |
October 2011 | Good | Very Good | Excellent | Excellent | 9000 | 96.9 |
October 2009 | Good | Very Good | Excellent | Excellent | 9000 | 96.9 |
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 |
Steel Girder/Beam | linear ft. | 1,402 | 1,402 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 999 | 999 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,718 | 8,292 | 426 | 0 | 0 |
Wearing Surfaces | sq. ft. | 7,185 | 7,185 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 12 | 12 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 148 | 148 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 127 | 127 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 93 | 0 | 93 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 16 | 16 | 0 | 0 | 0 |
Enclosed/Concealed Bearing | each | 16 | 16 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 347 | 347 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 377 | 377 | 0 | 0 | 0 |