HWY ADAMS ST over TR RED LINE MATT CONN
Map
Coordinates:
+42.27850, -71.0600842°16'43" N, 71°03'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HWY ADAMS ST over TR RED LINE MATT CONN |
Structure number: | B161454VPMBTNBI |
Location: | .3 MI S. JCT SR |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 52.5 ft. [16.0 m] |
Total length: | 58.4 ft. [17.8 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 49.9 ft. [15.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 53° |
Owner: | Other State Agencies [21] |
Year built: | 1886 |
Year reconstructed: | 1989 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 21,000 [as of 2013] |
Truck traffic: | 8% of total traffic |
Deck condition: | Satisfactory [6 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: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 88.9 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $656,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 21000 | 88.9 |
November 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 21000 | 88.9 |
November 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 21000 | 88.9 |
November 2011 | Fair | Satisfactory | Satisfactory | Fair | 8900 | 79.0 |
November 2009 | Good | Good | Good | Good | 8900 | 90.1 |
November 2007 | Good | Good | Good | Good | 8900 | 90.1 |
July 2005 | Good | Good | Good | Good | 8900 | 90.1 |
July 2003 | Good | Good | Good | Good | 8900 | 90.1 |
July 2001 | Good | Good | Good | Good | 8900 | 90.1 |
August 1999 | Good | Good | Good | Good | 8900 | 90.1 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Deck |
Other Material Deck | sq. ft. | 2 | 2 | 0 | 0 | 0 |