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I 93 RAMP FX over OTHER RELIEF
Map
Coordinates:
+42.34494, -71.06111
42°20'42" N, 71°03'40" W
+42.34494, -71.06111
42°20'42" 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 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,313 [as of 2016] |
| 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] |
| Sufficiency rating: | 97.8 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $2,831,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2018 | Good | Good | Good | Good | 1313 | 97.8 |
| March 2016 | Good | Good | Good | Good | 4914 | 97.3 |
| March 2014 | Good | Good | Good | Good | 4914 | 97.3 |
| March 2012 | Good | Good | Good | Good | 1000 | 97.9 |
| March 2010 | Good | Good | Good | Good | - | 39.0 |
| December 2007 | Good | Good | Good | Good | - | 39.0 |
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 Closed Web/Box Girder | linear ft. | 363 | 357 | 6 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 7,589 | 7,116 | 473 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 6,862 | 6,862 | 0 | 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 | 0 | 9 | 13 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 8 | 8 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 576 | 575 | 1 | 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/1235277
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1235277