James River Road over Trib. Meadow Creek
Map
Coordinates:
+37.72575, -78.8634937°43'33" N, 78°51'49" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | James River Road over Trib. Meadow Creek |
| Structure number: | 000000000012424 |
| Location: | 0.15-Rt.844/2.36-Rt.29 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 13.1 ft. [4.0 m] |
| Total length: | 24.0 ft. [7.3 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 1953 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,967 [as of 2008] |
| Truck traffic: | 2% of total traffic |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 66.3 tons [60.3 metric tons] |
| Inventory rating: | 39.6 tons [36.0 metric tons] |
| Sufficiency rating: | 98.5 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,572 [as of 1997] |
| Truck traffic: | 5% of total traffic |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 66.3 tons [60.3 metric tons] |
| Inventory rating: | 39.6 tons [36.0 metric tons] |
| Sufficiency rating: | 100.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,850 [as of 1988] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 66.3 tons [60.3 metric tons] |
| Inventory rating: | 39.6 tons [36.0 metric tons] |
| Sufficiency rating: | 100.0 |