I 90 WB over HWY WOODLAND RD
Map
Coordinates:
+42.28056, -71.5155642°16'50" N, 71°30'56" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I 90 WB over HWY WOODLAND RD |
| Structure number: | S200244NNDOTNBI |
| Old structure number: | MTA384007141 (from 1992 edition) |
| Location: | .6 MI.E.ST85 L8 |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Tolls: | Yes, on toll road [2] |
| Length of largest span: | 36.1 ft. [11.0 m] |
| Total length: | 42.0 ft. [12.8 m] |
| Roadway width between curbs: | 54.1 ft. [16.5 m] |
| Deck width edge-to-edge: | 56.4 ft. [17.2 m] |
| Vertical clearance below bridge: | 15.7 ft. [4.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1957 |
| Year reconstructed: | 1986 |
| 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: | 68,385 [as of 1997] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 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: | 49.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $932,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 68,385 [as of 1997] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $534,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 63,108 [as of 1990] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 47.5 tons [43.2 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 62.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $534,000 |