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HWY BRIDGE ST over RR MBTA (ABANDONED)
Map
Coordinates:
+41.96333, -71.07325
41°57'48" N, 71°04'24" W
+41.96333, -71.07325
41°57'48" N, 71°04'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | HWY BRIDGE ST over RR MBTA (ABANDONED) |
| Structure number: | R02007416DOT634 |
| Location: | .2 MI WEST OF RTE 138 |
| Purpose: | Carries highway over railroad |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 30.2 ft. [9.2 m] |
| Total length: | 36.4 ft. [11.1 m] |
| Roadway width between curbs: | 20.3 ft. [6.2 m] |
| Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 1937 |
| Year reconstructed: | 2010 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Main span material: | Wood or timber [7] |
| Main span design: | Slab [01] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,000 [as of 2018] |
| Deck condition: | Very Good [8 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: | Basically intolerable requiring high priority of corrrective action [3] |
| Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 76.9 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $875,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2018 | Good | Very Good | Very Good | Good | 1000 | 76.9 |
| September 2016 | Good | Very Good | Very Good | Good | 1600 | 76.8 |
| September 2014 | Good | Very Good | Excellent | Good | 1600 | 76.8 |
| September 2012 | Good | Excellent | Excellent | Good | 1600 | 75.8 |
| September 2010 | Good | Excellent | Excellent | Very Good | 1500 | 75.8 |
| August 2009 | Poor | Fair | Poor | Satisfactory | 1500 | 27.1 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Substructure | ||||||
| Masonry Abutment | linear ft. | 49 | 49 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Timber Bridge Rail | linear ft. | 63 | 63 | 0 | 0 | 0 |
| Deck | ||||||
| Timber Slab | sq. ft. | 655 | 655 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 596 | 596 | 0 | 0 | 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/1238132
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1238132