I 90 WB over US 20 N BEACON ST
Map
Coordinates:
+42.35778, -71.1552842°21'28" N, 71°09'19" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | I 90 WB over US 20 N BEACON ST |
| Structure number: | B160604RKDOTNBI |
| Location: | .2 MI S. CHARLES RV S39 |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Tolls: | Yes, on toll road [2] |
| Length of largest span: | 60.0 ft. [18.3 m] |
| Total length: | 124.0 ft. [37.8 m] |
| Roadway width between curbs: | 52.5 ft. [16.0 m] |
| Deck width edge-to-edge: | 57.4 ft. [17.5 m] |
| Vertical clearance below bridge: | 14.4 ft. [4.4 m] |
| Skew angle: | 45° |
| Owner: | State Highway Agency [01] |
| Year built: | 1964 |
| 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: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 105,465 [as of 1997] |
| Truck traffic: | 12% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 62.4 tons [56.7 metric tons] |
| Inventory rating: | 37.4 tons [34.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 59.0 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $4,528,000 |