I 495 NB over COMB FORBS//AMTRAK/MBTA
Map
Coordinates:
+42.01328, -71.2339042°00'48" N, 71°14'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I 495 NB over COMB FORBS//AMTRAK/MBTA |
Structure number: | M030343RGDOTNBI |
Location: | 1.9 MI E OF I 95 |
Purpose: | Carries highway over highway and railroad |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 96.1 ft. [29.3 m] |
Total length: | 183.1 ft. [55.8 m] |
Roadway width between curbs: | 54.1 ft. [16.5 m] |
Deck width edge-to-edge: | 57.7 ft. [17.6 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1978 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 35,463 [as of 2011] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 70.9 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $5,293,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Satisfactory | Satisfactory | Fair | 35463 | 70.9 |
February 2015 | Fair | Satisfactory | Fair | Fair | 40000 | 70.0 |
March 2013 | Fair | Good | Fair | Fair | 40000 | 70.0 |
March 2011 | Fair | Good | Fair | Fair | 40000 | 70.0 |
March 2009 | Fair | Good | Fair | Fair | 40000 | 70.0 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 1,429 | 1,273 | 90 | 66 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 10,167 | 9,673 | 494 | 0 | 0 |
Wearing Surfaces | sq. ft. | 9,603 | 9,109 | 494 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 58 | 14 | 44 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 228 | 174 | 36 | 18 | 0 |
Joints |
Pourable Joint | linear ft. | 114 | 114 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 36 | 0 | 36 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 499 | 0 | 499 | 0 | 0 |