S5-S209 CONNECTOR over I 8,CONNS,SAN DIEGO RIV
Map
Coordinates:
+32.75944, -117.2052832°45'34" N, 117°12'19" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | S5-S209 CONNECTOR over I 8,CONNS,SAN DIEGO RIV |
| Structure number: | 57 0565F |
| Location: | 11-SD-005-R20.04-SD |
| Purpose: | Carries highway over highway and waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 98.1 ft. [29.9 m] |
| Total length: | 1344.2 ft. [409.7 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
| Vertical clearance above deck: | 18.0 ft. [5.5 m] |
| Vertical clearance below bridge: | 15.1 ft. [4.6 m] |
| Skew angle: | 1° |
| Owner: | State Highway Agency [01] |
| Year built: | 1969 |
| 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: | 15 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 37,000 [as of 1998] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Fair [5 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 foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 65.6 tons [59.6 metric tons] |
| Inventory rating: | 39.2 tons [35.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 64.3 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $9,097,000 |
2000 Inspection
| Average daily traffic: | 110,000 [as of 1998] |
| Truck traffic: | 2% of total traffic |
| Evaluation: | Not applicable [N] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 37,000 [as of 1990] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 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: | 65.3 tons [59.4 metric tons] |
| Inventory rating: | 38.6 tons [35.1 metric tons] |
| Sufficiency rating: | 70.6 |