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| (Station Photograph - click to enlarge) | (Sensor Layout - click to see PDF File) |
| CESMD |
| Information for Strong-Motion Station |
| Lancaster - 3-story Office Bldg. |
| CGS - CSMIP Station 24517 |
| Earthquakes recorded by this station |
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| (Station Photograph - click to enlarge) | (Sensor Layout - click to see PDF File) |
| Latitude | 34.6871 N |
| Longitude | 118.1582 W |
| Elevation (m) | 717 |
| Site Geology | Alluvium |
| Vs30 (m/sec) | 339 (inferred) |
| Site Class | D |
| Remarks/Notes | Site information sources |
| No. of Stories above/below ground | 3/0 |
| Plan Shape | Rectangular |
| Base Dimensions | 129\' x 70\' |
| Typical Floor Dimensions | Same as base dimensions |
| Design Date | Approximately 1974. |
| Instrumentation | 1986: 13 accelerometers on 4 levels in the building; 3 accelerometers at a reference free-field site. 2024: Reinstrumentation of building; 15 accelerometers on 4 levels. |
| Vertical Load Carrying System | Block masonry bearing walls; Steel pipe columns; Wood floor and roof joists; Plywood floor and roof. |
| Lateral Force Resisting System | Block masonry shear walls with plywood floor and roof diaphragms. |
| Foundation Type | Concrete piers and grade beams. |
| Remarks | -- |