I 90 EB over HWY PARSONS ST
Map
Coordinates:
+42.35750, -71.1580642°21'27" N, 71°09'29" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | I 90 EB over HWY PARSONS ST |
| Structure number: | B160614RLDOTNBI |
| Location: | .1 MI S. CHARLES RV S36 |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Tolls: | Yes, on toll road [2] |
| Length of largest span: | 57.1 ft. [17.4 m] |
| Total length: | 63.0 ft. [19.2 m] |
| Roadway width between curbs: | 52.5 ft. [16.0 m] |
| Deck width edge-to-edge: | 58.1 ft. [17.7 m] |
| Vertical clearance below bridge: | 14.4 ft. [4.4 m] |
| Skew angle: | 24° |
| 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] |
| Main span material: | Steel [3] |
| Main span 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: | Fair [5 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: | 47.9 tons [43.5 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 61.0 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $2,389,000 |