N ROOSEVELT AVE over DRY CREEK CANAL
Map
Coordinates:
+36.74694, -119.8058336°44'49" N, 119°48'21" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | N ROOSEVELT AVE over DRY CREEK CANAL |
| Structure number: | 42C0579 |
| Location: | SOUTH OF FRANKLIN AVE |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 17.1 ft. [5.2 m] |
| Total length: | 36.1 ft. [11.0 m] |
| Roadway width between curbs: | 36.1 ft. [11.0 m] |
| Deck width edge-to-edge: | 51.8 ft. [15.8 m] |
| Skew angle: | 30° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1935 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| 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: | 750 [as of 1981] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | 30.3 tons [27.5 metric tons] |
| Inventory rating: | 17.8 tons [16.2 metric tons] |
| Sufficiency rating: | 72.7 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 750 [as of 1998] |
| Truck traffic: | 1% 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: | 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 30.9 tons [28.1 metric tons] |
| Inventory rating: | 17.9 tons [16.3 metric tons] |
| Sufficiency rating: | 73.9 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 750 [as of 1981] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 21.0 tons [19.1 metric tons] |
| Inventory rating: | 12.4 tons [11.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 57.3 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $126,000 |