RAMP/CONNECTOR 110 over ARROYO SECO AVE 43 RAMP
Map
Coordinates:
+34.09167, -118.2033334°05'30" N, 118°12'12" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RAMP/CONNECTOR 110 over ARROYO SECO AVE 43 RAMP |
| Structure number: | 53 0985S |
| Location: | 07-LA-110-27.08-LA |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 58.1 ft. [17.7 m] |
| Total length: | 60.0 ft. [18.3 m] |
| Roadway width between curbs: | 24.6 ft. [7.5 m] |
| Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1940 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Design load: | MS 13.5 / HS 15 [3] |
| Main span material: | Concrete [1] |
| Main span design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,300 [as of 2000] |
| Truck traffic: | 5% 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: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 80.7 tons [73.4 metric tons] |
| Inventory rating: | 48.8 tons [44.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 78.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $268,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,300 [as of 1998] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 80.7 tons [73.4 metric tons] |
| Inventory rating: | 48.8 tons [44.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 78.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $287,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,300 [as of 1987] |
| 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: | 80.2 tons [72.9 metric tons] |
| Inventory rating: | 48.5 tons [44.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 78.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $115,000 |