SHARON VIEW RD. over SWAN RUN BRANCH
Map
Coordinates:
+35.12680, -80.7923735°07'36" N, 80°47'33" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SHARON VIEW RD. over SWAN RUN BRANCH |
| Structure number: | 000000001190710 |
| Location: | 0.1 MI.E.OLD PROVIDENCE |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 12.1 ft. [3.7 m] |
| Total length: | 26.9 ft. [8.2 m] |
| Roadway width between curbs: | 53.2 ft. [16.2 m] |
| Deck width edge-to-edge: | 60.0 ft. [18.3 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1977 |
| 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 continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 14,500 [as of 1996] |
| Truck traffic: | 7% 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: | 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: | 100.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 14,500 [as of 1996] |
| Truck traffic: | 7% 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: | 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: | 99.0 |