MCFADDEN AVE over WESTMINSTER CHANNEL
Map
Coordinates:
+33.73694, -118.0238933°44'13" N, 118°01'26" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | MCFADDEN AVE over WESTMINSTER CHANNEL |
| Structure number: | 55C0456 |
| Location: | AT SPRINGDALE ST |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 14.8 ft. [4.5 m] |
| Total length: | 50.9 ft. [15.5 m] |
| Roadway width between curbs: | 60.0 ft. [18.3 m] |
| Skew angle: | 99° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1963 |
| 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: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 15,000 [as of 1989] |
| Truck traffic: | 1% of total traffic |
| 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] |
| 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] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 76.2 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,846,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 15,000 [as of 1998] |
| Truck traffic: | 1% of total traffic |
| 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] |
| 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: | 94.6 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 15,000 [as of 1989] |
| Truck traffic: | 1% of total traffic |
| 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] |
| 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: | 58.4 tons [53.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 83.6 |