MABURY ROAD over PENITENCIA CREEK
Map
Coordinates:
+37.37194, -121.8608337°22'19" N, 121°51'39" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | MABURY ROAD over PENITENCIA CREEK |
| Structure number: | 37C0236 |
| Location: | 0.5 MI E 680 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 13.1 ft. [4.0 m] |
| Total length: | 26.9 ft. [8.2 m] |
| Roadway width between curbs: | 56.1 ft. [17.1 m] |
| Deck width edge-to-edge: | 78.4 ft. [23.9 m] |
| Skew angle: | 30° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1994 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,600 [as of 1998] |
| Truck traffic: | 10% of total traffic |
| 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] |
| Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 58.9 tons [53.5 metric tons] |
| Inventory rating: | 35.9 tons [32.6 metric tons] |
| Sufficiency rating: | 96.5 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,600 [as of 1998] |
| Truck traffic: | 10% of total traffic |
| 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] |
| Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 58.9 tons [53.5 metric tons] |
| Inventory rating: | 35.9 tons [32.6 metric tons] |
| Sufficiency rating: | 96.5 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,060 [as of 1978] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 71.3 tons [64.8 metric tons] |
| Inventory rating: | 42.6 tons [38.7 metric tons] |
| Sufficiency rating: | 62.5 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $81,000 |