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PGA M : 0.65 <br />SMS : 1.74 <br />SM1 : 1.23 <br />SDS : 1.16 <br />SD1 : 0.82 <br />T L : 8 <br />SS : 1.49 <br />S1 : 0.56 <br />VS30 : 260 <br />Seismic Design Category:D <br />Multi-Period Design Spectrum <br />S (g) vs T(s)a <br />Multi-Period MCE SpectrumR <br />S (g) vs T(s)a <br />Two-Period Design Spectrum <br />S (g) vs T(s)a <br />Two-Period MCE SpectrumR <br />S (g) vs T(s)a <br />Design Vertical Response Spectrum <br />Vertical ground motion data has not yet been made <br />available by USGS. <br />MCE Vertical Response SpectrumR <br />Vertical ground motion data has not yet been made <br />available by USGS. <br />Seismic <br />D - Stiff SoilSite Soil Class: <br />Results: <br />Page 2 of 4https://ascehazardtool.org/Thu Jan 22 2026