LA MANCHA WAY over ELDER CREEK
Map
Coordinates:
+38.47778, -121.4277838°28'40" N, 121°25'40" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LA MANCHA WAY over ELDER CREEK |
| Structure number: | 24C0093 |
| Location: | 0.3 MI N OF MACK RD |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 18.0 ft. [5.5 m] |
| Total length: | 73.2 ft. [22.3 m] |
| Roadway width between curbs: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 35.1 ft. [10.7 m] |
| Skew angle: | 18° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1959 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 4 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,000 [as of 2001] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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: | 57.0 tons [51.8 metric tons] |
| Inventory rating: | 34.2 tons [31.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 74.7 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $398,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,030 [as of 1998] |
| Truck traffic: | 10% of total traffic |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 56.9 tons [51.7 metric tons] |
| Inventory rating: | 33.9 tons [30.8 metric tons] |
| Sufficiency rating: | 82.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,030 [as of 1979] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 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: | 56.4 tons [51.3 metric tons] |
| Inventory rating: | 33.7 tons [30.6 metric tons] |
| Sufficiency rating: | 78.9 |