WEST 1ST ST over HOGAN CREEK
Map
Coordinates:
+30.33667, -81.6575030°20'12" N, 81°39'27" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | WEST 1ST ST over HOGAN CREEK |
| Structure number: | 724148 |
| Location: | 0.2 MI WEST OF SR 1 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 60.4 ft. [18.4 m] |
| Total length: | 60.4 ft. [18.4 m] |
| Roadway width between curbs: | 51.2 ft. [15.6 m] |
| Deck width edge-to-edge: | 62.7 ft. [19.1 m] |
| Skew angle: | 20° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1974 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,381 [as of 2010] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 41.2 tons [37.5 metric tons] |
| Inventory rating: | 35.8 tons [32.5 metric tons] |
| Sufficiency rating: | 96.8 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,381 [as of 2000] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 41.2 tons [37.5 metric tons] |
| Inventory rating: | 35.8 tons [32.5 metric tons] |
| Sufficiency rating: | 81.9 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,381 [as of 1992] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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: | 40.6 tons [36.9 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 80.7 |