ST 1 A/LEE BRBNK over OTHER OIL PIPE TUNNEL
Map
Coordinates:
+42.40583, -71.0025042°24'21" N, 71°00'09" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | ST 1 A/LEE BRBNK over OTHER OIL PIPE TUNNEL |
| Structure number: | R0502139FDOTNBI |
| Old structure number: | 39F041802021101 (from 1992 edition) |
| Location: | 1 MI SW OF JET SR 145&1A |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 15.1 ft. [4.6 m] |
| Total length: | 22.0 ft. [6.7 m] |
| Roadway width between curbs: | 80.1 ft. [24.4 m] |
| Deck width edge-to-edge: | 101.1 ft. [30.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1933 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 52,000 [as of 2008] |
| Truck traffic: | 12% of total traffic |
| Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 71.0 tons [64.5 metric tons] |
| Inventory rating: | 42.5 tons [38.6 metric tons] |
| Sufficiency rating: | 74.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $698,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 42,300 [as of 1997] |
| Truck traffic: | 13% of total traffic |
| Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 71.0 tons [64.5 metric tons] |
| Inventory rating: | 42.5 tons [38.6 metric tons] |
| Sufficiency rating: | 71.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $668,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 48,300 [as of 1988] |
| Truck traffic: | 7% of total traffic |
| Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
| 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: | Not applicable [N] |
| Sufficiency rating: | 71.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $668,000 |