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I 93 RAMP FX over OTHER RELIEF
Map
Coordinates:
+41.34444, -71.06111
41°20'40" N, 71°03'40" W
+41.34444, -71.06111
41°20'40" N, 71°03'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Information not verified. Use at your own risk.
Facts
| 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 | - | - |
© Copyright 2012-18, 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