HWY CROSS ST over RR MBTA/BMRR
Map
Coordinates:
+42.38292, -71.0900042°22'59" N, 71°05'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HWY CROSS ST over RR MBTA/BMRR |
Structure number: | S170053G2DOT634 |
Location: | 1.6 KM S JCT SR28&38 |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 107.9 ft. [32.9 m] |
Total length: | 112.9 ft. [34.4 m] |
Roadway width between curbs: | 27.6 ft. [8.4 m] |
Deck width edge-to-edge: | 46.9 ft. [14.3 m] |
Vertical clearance above deck: | 15.1 ft. [4.6 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 34° |
Owner: | State Highway Agency [01] |
Year built: | 1928 |
Year reconstructed: | 2014 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,500 [as of 2018] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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 replacement [2] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 63.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Good | Good | Good | 8500 | 63.8 |
September 2016 | Good | Good | Very Good | Very Good | 7800 | 63.9 |
September 2014 | Good | Good | Very Good | Very Good | 10300 | 63.6 |
September 2013 | Poor | Fair | Poor | Satisfactory | 10300 | 44.4 |
September 2011 | Poor | Fair | Poor | Satisfactory | 10300 | 44.4 |
September 2009 | Poor | Fair | Poor | Satisfactory | 9000 | 44.8 |
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 Stringer | linear ft. | 658 | 658 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,431 | 4,391 | 40 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,814 | 2,571 | 243 | 0 | 0 |
Superstructure |
Steel Truss | linear ft. | 211 | 211 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5,103 | 5,103 | 0 | 0 | 0 |
Steel Floor Beam | linear ft. | 453 | 453 | 0 | 0 | 0 |
Steel Gusset Plate | each | 52 | 52 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 137 | 137 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 113 | 113 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 18 | 18 | 0 | 0 | 0 |
Disk Bearing | each | 4 | 4 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 219 | 219 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,066 | 1,066 | 0 | 0 | 0 |