LELONG ST over BY-PASS CHANNEL
Map
Coordinates:
+37.31278, -121.8869437°18'46" N, 121°53'13" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LELONG ST over BY-PASS CHANNEL |
| Structure number: | 37C0381 |
| Location: | AT ALMA AVE |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 29.9 ft. [9.1 m] |
| Roadway width between curbs: | 46.6 ft. [14.2 m] |
| Deck width edge-to-edge: | 46.6 ft. [14.2 m] |
| Skew angle: | 10° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1991 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 3 |
| 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: | 3,000 [as of 1998] |
| Truck traffic: | 1% 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: | 59.5 tons [54.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 95.7 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,000 [as of 1998] |
| Truck traffic: | 1% 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: | 77.6 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $180,000 |