SR1530 over FIRST BROAD RIVER
Map
Coordinates:
+35.49346, -81.6813835°29'36" N, 81°40'53" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR1530 over FIRST BROAD RIVER |
| Structure number: | 000000000450179 |
| Location: | 0.3 MI. S. JCT. SR1531 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 55.1 ft. [16.8 m] |
| Total length: | 166.0 ft. [50.6 m] |
| Roadway width between curbs: | 32.5 ft. [9.9 m] |
| Deck width edge-to-edge: | 35.8 ft. [10.9 m] |
| Skew angle: | 99° |
| Owner: | State Highway Agency [01] |
| Year built: | 1999 |
| 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: | 3 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 90 [as of 2000] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 87.1 tons [79.2 metric tons] |
| Inventory rating: | 40.6 tons [36.9 metric tons] |
| Sufficiency rating: | 100.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 60 [as of 1998] |
| Deck condition: | Excellent [9 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Excellent [9 out of 9] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 89.1 tons [81.0 metric tons] |
| Inventory rating: | 53.5 tons [48.6 metric tons] |
| Sufficiency rating: | 99.0 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 70 [as of 1988] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 9.9 tons [9.0 metric tons] |
| Inventory rating: | 5.0 tons [4.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 25.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $393,000 |