I 93 HOV RAMP EB over I 93 RAMP XX
Map
Coordinates:
+42.34500, -71.0605642°20'42" N, 71°03'38" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | I 93 HOV RAMP EB over I 93 RAMP XX |
| Structure number: | B1666982HDOTNBI |
| Location: | 0.5 MI S. OF I-90 |
| Purpose: | Carries highway over highway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 95.8 ft. [29.2 m] |
| Total length: | 181.4 ft. [55.3 m] |
| Roadway width between curbs: | 49.9 ft. [15.2 m] |
| Deck width edge-to-edge: | 56.1 ft. [17.1 m] |
| Vertical clearance above deck: | 15.7 ft. [4.8 m] |
| Skew angle: | 1° |
| Owner: | State Highway Agency [01] |
| Year built: | 2002 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 22.5 / HS 25 [9] |
| Number of main spans: | 2 |
| 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] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,306 [as of 2000] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 39.0 |