I 93 RAMP FX over OTHER RELIEF
Map
Coordinates:
+41.34444, -71.0611141°20'40" N, 71°03'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I 93 RAMP FX over OTHER RELIEF |
Structure number: | B166669QRDOTNBI |
Location: | I93/I90 INTERCHANGE |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 151.9 ft. [46.3 m] |
Total length: | 363.2 ft. [110.7 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 22.3 ft. [6.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 2004 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Segmental box girder [21] |
Deck type: | Other [9] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: March 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,914 [as of 2014] |
Truck traffic: | 6% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 105.2 tons [95.6 metric tons] |
Inventory rating: | 45.0 tons [40.9 metric tons] |
Sufficiency rating: | 97.3 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $3,005,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
March 2016 | 97.3 | Good | Good | Good | Good | - | 4914 |
March 2014 | 97.3 | Good | Good | Good | Good | - | 4914 |
March 2012 | 97.9 | Good | Good | Good | Good | - | 1000 |
March 2010 | 39.0 | Good | Good | Good | Good | - | - |
December 2007 | 39.0 | Good | Good | Good | Good | - | - |
Element Data
Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element | Units | Quantity | 1. Good | 2. Fair | 3. Poor | 4. Serious |
---|
Superstructure |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 363 | 363 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,589 | 7,134 | 455 | 0 | 0 |
Wearing Surfaces | sq. ft. | 7,589 | 7,134 | 455 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 5 | 5 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 54 | 54 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 20 | 20 | 0 | 0 | 0 |
Assembly with Seal | each | 22 | 12 | 10 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 8 | 8 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 576 | 575 | 1 | 0 | 0 |