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ST152 MAIN ST over RR AMTRAK/MBTA
Map
Coordinates:
+41.90436, -71.31799
41°54'16" N, 71°19'05" W
+41.90436, -71.31799
41°54'16" N, 71°19'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | ST152 MAIN ST over RR AMTRAK/MBTA |
| Structure number: | A160293VMDOTNBI |
| Location: | HEBRONVILLE RR #193.89 |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 96.1 ft. [29.3 m] |
| Total length: | 99.1 ft. [30.2 m] |
| Roadway width between curbs: | 44.0 ft. [13.4 m] |
| Deck width edge-to-edge: | 56.8 ft. [17.3 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Skew angle: | 41° |
| Owner: | State Highway Agency [01] |
| Year built: | 1966 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| 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: October 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,800 [as of 2018] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Good [7 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: | 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: | 90.1 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $2,713,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2018 | Fair | Good | Satisfactory | Satisfactory | 12800 | 90.1 |
| October 2016 | Fair | Good | Satisfactory | Satisfactory | 8150 | 92.4 |
| October 2014 | Fair | Good | Satisfactory | Satisfactory | 9931 | 92.3 |
| February 2014 | Fair | Good | Satisfactory | Good | 8310 | 92.4 |
| February 2012 | Good | Good | Good | Good | 11900 | 92.8 |
| February 2010 | Good | Good | Good | Good | 11900 | 92.8 |
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. | 732 | 452 | 170 | 110 | 0 |
| Steel Protective Coating | sq. ft. | 7,235 | 7,235 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 5,358 | 5,158 | 200 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 4,154 | 3,400 | 754 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 158 | 138 | 20 | 0 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 75 | 17 | 58 | 0 | 0 |
| Bearings | ||||||
| Movable Bearing | each | 8 | 0 | 8 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 24 | 24 | 0 | 0 | 0 |
| Fixed Bearing | each | 8 | 0 | 8 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 18 | 18 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 170 | 130 | 40 | 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/1234627
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1234627