MABURY ROAD over PENITENCIA CREEK
Map
Coordinates:
+37.37000, -121.8650037°22'12" N, 121°51'54" 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: | 37C0551 |
| Location: | 0.5 MI E 680 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 28.9 ft. [8.8 m] |
| Total length: | 56.4 ft. [17.2 m] |
| Roadway width between curbs: | 70.2 ft. [21.4 m] |
| Skew angle: | 40° |
| 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: | 97.5 |
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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 58.9 tons [53.5 metric tons] |
| Inventory rating: | 35.9 tons [32.6 metric tons] |
| Sufficiency rating: | 97.5 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,540 [as of 1977] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| 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] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 59.8 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $79,000 |