LP 360 over COLORADO RIVER
Map
Coordinates:
+30.34922, -97.7972330°20'57" N, 97°47'50" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LP 360 over COLORADO RIVER |
| Structure number: | 142270011313093 |
| Location: | 0.70 MI S OF RM 2222 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 599.1 ft. [182.6 m] |
| Total length: | 1150.0 ft. [350.5 m] |
| Roadway width between curbs: | 75.1 ft. [22.9 m] |
| Deck width edge-to-edge: | 86.9 ft. [26.5 m] |
| Vertical clearance above deck: | 25.9 ft. [7.9 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1983 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Arch - Thru [12] |
| 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: | 48,000 [as of 2008] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Satisfactory [6 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: | 48.8 tons [44.4 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Sufficiency rating: | 74.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 38,000 [as of 1998] |
| Truck traffic: | 5% 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: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 85.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 19,700 [as of 1990] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 87.2 |
Comments
LP 360 over COLORADO RIVER (Travis County, Texas)
Posted December 19, 2011, by Tom Schwerdt
Excellent use of weathering steel.