I-25 NBL/SBL over LOCAL ROAD
Map
Coordinates:
+32.67143, -107.0103432°40'17" N, 107°00'37" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I-25 NBL/SBL over LOCAL ROAD |
| Structure number: | 000000000006738 |
| Location: | 26.8 MI N OF JCT US-70 |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Rural) [01] |
| Length of largest span: | 25.3 ft. [7.7 m] |
| Total length: | 25.3 ft. [7.7 m] |
| Deck width edge-to-edge: | 74.2 ft. [22.6 m] |
| Vertical clearance below bridge: | 13.8 ft. [4.2 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1966 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Concrete [1] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,671 [as of 2008] |
| Truck traffic: | 23% of total traffic |
| Pier/abutment protection: | Navigation protection not required [1] |
| Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 80.9 tons [73.5 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 78.2 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $289,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,216 [as of 1998] |
| Truck traffic: | 16% of total traffic |
| Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 80.2 tons [72.9 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 78.5 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $289,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,796 [as of 1991] |
| Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 80.2 tons [72.9 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 79.0 |