HWY CAMBRIDGE ST over HWY SOLDIERS FIELD RD
Map
Coordinates:
+42.36083, -71.1183342°21'39" N, 71°07'06" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | HWY CAMBRIDGE ST over HWY SOLDIERS FIELD RD |
| Structure number: | B163774EHDOTNBI |
| Old structure number: | MDC896027100 (from 1992 edition) |
| Location: | .2 MI S OF WESTERN AVE |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 60.0 ft. [18.3 m] |
| Total length: | 65.9 ft. [20.1 m] |
| Roadway width between curbs: | 60.0 ft. [18.3 m] |
| Deck width edge-to-edge: | 80.1 ft. [24.4 m] |
| Vertical clearance below bridge: | 9.8 ft. [3.0 m] |
| Skew angle: | 17° |
| Owner: | State Highway Agency [01] |
| Year built: | 1954 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 43,000 [as of 2006] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 67.4 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $2,132,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 19,900 [as of 1997] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Good [7 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: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 81.8 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,188,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 38,000 [as of 1988] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Satisfactory [6 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: | 34.7 tons [31.5 metric tons] |
| Inventory rating: | 16.0 tons [14.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 53.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,188,000 |