STATE ROUTE 152 over PACHECO CREEK
Map
Coordinates:
+37.04417, -121.2891737°02'39" N, 121°17'21" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | STATE ROUTE 152 over PACHECO CREEK |
| Structure number: | 37 0032 |
| Location: | 04-SCL-152-30.37 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 67.3 ft. [20.5 m] |
| Total length: | 213.9 ft. [65.2 m] |
| Roadway width between curbs: | 68.2 ft. [20.8 m] |
| Deck width edge-to-edge: | 73.5 ft. [22.4 m] |
| Skew angle: | 35° |
| Owner: | State Highway Agency [01] |
| Year built: | 1939 |
| Year reconstructed: | 1983 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 5 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Tee beam [04] |
| 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: | 28,500 [as of 2001] |
| Truck traffic: | 23% of total traffic |
| Deck condition: | Serious [3 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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Operating rating: | 60.8 tons [55.3 metric tons] |
| Inventory rating: | 35.9 tons [32.6 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 75.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $2,336,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 22,200 [as of 1997] |
| Truck traffic: | 25% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Fair [5 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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Operating rating: | 60.8 tons [55.3 metric tons] |
| Inventory rating: | 35.9 tons [32.6 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 64.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 19,500 [as of 1990] |
| Truck traffic: | 25% 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: | 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: | 60.4 tons [54.9 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 80.0 |