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| (Station Photograph - click to enlarge) | (Sensor Layout - click to see PDF File) |
| CESMD |
| Information for Strong-Motion Station |
| Inglewood - Stadium |
| CGS - CSMIP Station 14M33 |
| Earthquakes recorded by this station |
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| (Station Photograph - click to enlarge) | (Sensor Layout - click to see PDF File) |
| Latitude | 33.9535 N |
| Longitude | 118.3390 W |
| Elevation (m) | 38 |
| Site Geology | Deep alluvium |
| Vs30 (m/sec) | 400 (measured) |
| Site Class | C |
| Remarks/Notes | Site information sources |
| No. of Stories above/below ground | N/A |
| Plan Shape | Irregular |
| Base Dimensions | 927 x 754 ft |
| Typical Floor Dimensions | 927 x 754 ft |
| Design Date | 2017 |
| Instrumentation | 2021, 46 accelerometers on the stadium structure, 12 accelerometers on the MSE wall, 14 relative displacement sensors on the grade struts, and 6 accelerometers at reference free-field stations. |
| Vertical Load Carrying System | Steel roof framing supported on triple friction pendulum isolators at the top of precast post-tensioned concrete blade columns. |
| Lateral Force Resisting System | Triple friction pendulum isolators at the top of concrete blade columns which bear on pile caps. The pile caps are braced laterally by concrete grade struts with large anchors at the ends. |
| Foundation Type | Reinforced concrete pile caps supported by concrete piles which are isolated from the surrounding soil and bear on concrete footings. |
| Remarks | Structural design was based on the 2013 California Building Code. The instrumentation was paid for by the owner. CSMIP provided technical specifications and assistance. |