FM 1879 over RITA BLANCA CREEK
Map
Coordinates:
+36.31215, -102.7952536°18'44" N, 102°47'43" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | FM 1879 over RITA BLANCA CREEK |
| Structure number: | 040560181101001 |
| Location: | 7.1 MI N OF US 87 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 24.9 ft. [7.6 m] |
| Total length: | 299.9 ft. [91.4 m] |
| Roadway width between curbs: | 23.3 ft. [7.1 m] |
| Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1940 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 12 |
| Main spans material: | Concrete [1] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100 [as of 2008] |
| Truck traffic: | 33% 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: | 44.9 tons [40.8 metric tons] |
| Inventory rating: | 23.0 tons [20.9 metric tons] |
| Sufficiency rating: | 83.1 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 140 [as of 1998] |
| Truck traffic: | 23% 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 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: | 44.6 tons [40.5 metric tons] |
| Inventory rating: | 22.8 tons [20.7 metric tons] |
| Sufficiency rating: | 80.2 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50 [as of 1990] |
| Truck traffic: | 19% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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: | 24.8 tons [22.5 metric tons] |
| Inventory rating: | 18.6 tons [16.9 metric tons] |
| Sufficiency rating: | 84.5 |