SR1531 over NO BUSINESS CREEK
Map
Coordinates:
+35.49470, -81.6730235°29'41" N, 81°40'23" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR1531 over NO BUSINESS CREEK |
| Structure number: | 000000000450273 |
| Location: | 0.4 MI. W. JCT. SR1529 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 15.1 ft. [4.6 m] |
| Total length: | 38.1 ft. [11.6 m] |
| Skew angle: | 36° |
| Owner: | State Highway Agency [01] |
| Year built: | 1997 |
| 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: | 190 [as of 2000] |
| 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: | 100.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 190 [as of 1996] |
| 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 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 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 100 [as of 1988] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| 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] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 13.9 tons [12.6 metric tons] |
| Inventory rating: | 8.9 tons [8.1 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 26.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $169,000 |