RTE 907H over E TREMONT AVENUE
Map
Coordinates:
+40.83981, -73.8728840°50'23" N, 73°52'22" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RTE 907H over E TREMONT AVENUE |
| Structure number: | 000000001067109 |
| Location: | .2 MILE N JCT I95 & BRP |
| Purpose: | Carries highway over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 107.0 ft. [32.6 m] |
| Total length: | 108.9 ft. [33.2 m] |
| Roadway width between curbs: | 71.9 ft. [21.9 m] |
| Deck width edge-to-edge: | 85.6 ft. [26.1 m] |
| Vertical clearance below bridge: | 19.0 ft. [5.8 m] |
| Skew angle: | 7° |
| Owner: | State Highway Agency [01] |
| Year built: | 1951 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Steel [3] |
| Main span design: | Girder and floorbeam system [03] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 125,879 [as of 2002] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 51.9 tons [47.2 metric tons] |
| Inventory rating: | 35.0 tons [31.8 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 74.4 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $5,416,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 101,264 [as of 1998] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 51.8 tons [47.1 metric tons] |
| Inventory rating: | 34.9 tons [31.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 75.8 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $2,522,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 40,000 [as of 1990] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 64.4 tons [58.5 metric tons] |
| Inventory rating: | 42.6 tons [38.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 41.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,402,000 |