Orange California sits within a region of moderate to high seismic hazard, with the San Andreas fault system capable of generating Mw 7+ events and the nearby Puente Hills fault posing a blind-thrust risk. Under ASCE 7-22, site-specific ground motion analysis using a measured Vs30 profile can reduce spectral accelerations compared to default site class D, yielding substantial savings in structural costs. Our team follows the NEHRP recommended provisions and ASTM D4428/D5777 for surface-wave testing to produce a defensible seismic microzonation that satisfies IBC Chapter 16 requirements. We integrate shear-wave velocity data with MASW-Vs30 profiling to map site class boundaries across your property, ensuring the design basis matches actual ground conditions rather than conservative defaults.

A site-specific Vs30 profile can reduce design spectral accelerations by 20-40% versus default site class D, lowering steel and concrete quantities directly.


