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HWY LINDSEY ST over RR AMTRAK/MBTA
Map
Coordinates:
+41.96179, -71.27013
41°57'42" N, 71°16'12" W
+41.96179, -71.27013
41°57'42" N, 71°16'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | HWY LINDSEY ST over RR AMTRAK/MBTA |
| Structure number: | A16019400DOT634 |
| Location: | RR MP 198.68 |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 82.7 ft. [25.2 m] |
| Total length: | 88.9 ft. [27.1 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 48.2 ft. [14.7 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Skew angle: | 52° |
| Owner: | State Highway Agency [01] |
| Year built: | 1987 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,464 [as of 2017] |
| 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: | Equal to present minimum criteria [6] |
| Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 92.6 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $409,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2018 | Good | Good | Very Good | Good | 3464 | 92.6 |
| July 2016 | Good | Good | Very Good | Good | 5500 | 91.8 |
| July 2014 | Good | Good | Very Good | Good | 5500 | 91.8 |
| July 2012 | Good | Good | Very Good | Good | 5500 | 91.8 |
| July 2010 | Good | Good | Very Good | Very Good | 5500 | 91.8 |
| July 2008 | Good | Good | Very Good | Very Good | 5500 | 91.8 |
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. | 507 | 507 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 4,444 | 4,444 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 4,098 | 4,098 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 3,382 | 2,872 | 510 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 198 | 198 | 0 | 0 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 97 | 0 | 82 | 15 | 0 |
| Bearings | ||||||
| Movable Bearing | each | 6 | 6 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 12 | 12 | 0 | 0 | 0 |
| Fixed Bearing | each | 6 | 6 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 12 | 12 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 169 | 169 | 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/1234621
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1234621