BALLANTYNE CR. AVE over GOLF CART PATH
Map
Coordinates:
+35.04703, -80.8478935°02'49" N, 80°50'52" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | BALLANTYNE CR. AVE over GOLF CART PATH |
| Structure number: | 000000001190810 |
| Location: | 0.01 MI. E. JCT. US521 |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 23.0 ft. [7.0 m] |
| Total length: | 24.0 ft. [7.3 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1998 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 500 [as of 2003] |
| Truck traffic: | 6% of total traffic |
| Culvert condition: | No deficiencies [9] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 45.5 tons [41.4 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 100.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 300 [as of 1998] |
| Truck traffic: | 6% of total traffic |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 45.5 tons [41.4 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 92.2 |