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| (Station Photograph - click to enlarge) | (Sensor Layout - click to see PDF File) |
| CESMD |
| Information for Strong-Motion Station |
| West Sacramento - 18-story Office Bldg |
| CGS - CSMIP Station 67402 |
| Earthquakes recorded by this station |
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| (Station Photograph - click to enlarge) | (Sensor Layout - click to see PDF File) |
| Latitude | 38.5850 N |
| Longitude | 121.5093 W |
| Elevation (m) | 7 |
| Site Geology | Shallow alluvium |
| Vs30 (m/sec) | 264 (inferred) |
| Site Class | D |
| Remarks/Notes | Site information sources |
| No. of Stories above/below ground | 18/1 |
| Plan Shape | Irregular |
| Base Dimensions | 245 ft x 315 ft |
| Typical Floor Dimensions | 123 ft x 223 ft |
| Design Date | 2006 |
| Instrumentation | 2009, 15 accelerometers on 5 levels, and free-field. |
| Vertical Load Carrying System | At parking structure, concrete slab supported by concrete beams, columns, and shear walls. At the tower, concrete fill over steel deck supported by steel beams and columns. |
| Lateral Force Resisting System | At parking structure, concrete moment frames and shear walls. At the tower, perimeter steel moment resisting frames (with cover plates) and eccectrically-braced steel frames at two interior cores. |
| Foundation Type | All columns supported by square precast prestressed concrete piles. Pile caps are tied with concrete grade beams. |
| Remarks | The building design conforms to the 2001 CBC. |