ASCE Hazards Report
Address:                      Standard:      ASCE/SEI 7-22        Latitude: 38.966774
No Address at This Location   Risk Category: II                   Longitude: -111.116863
                              Soil Class:    B - Rock             Elevation: 6261.228025854697 ft
                                                                               (NAVD 88)
Wind
Results:
       Wind Speed               102 Vmph
       10-year MRI              73 Vmph
       25-year MRI              79 Vmph
       50-year MRI              84 Vmph
       100-year MRI             88 Vmph
       300-year MRI             96 Vmph
       700-year MRI             102 Vmph
       1,700-year MRI           108 Vmph
       3,000-year MRI           112 Vmph
       10,000-year MRI          121 Vmph
       100,000-year MRI         139 Vmph
       1,000,000-year MRI       155 Vmph
Data Source:                    ASCE/SEI 7-22, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2
Date Accessed:                  Thu Apr 24 2025
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Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear
interpolation between contours. Wind speeds are interpolated in accordance with the 7-22 Standard. Wind speeds
correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability =
0.00143, MRI = 700 years). Values for 10-year MRI, 25-year MRI, 50-year MRI and 100-year MRI are Service
Level wind speeds, all other wind speeds are Ultimate wind speeds.
Site is not in a hurricane-prone region as defined in ASCE/SEI 7-22 Section 26.2.
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Seismic
Site Soil Class:                      B - Rock
Results:
       PGA M :                        0.19              TL :                 6
       S MS :                         0.34              SS :                 0.46
       S M1 :                         0.088             S1 :                 0.12
       S DS :                         0.22              V S30   :            1080
       S D1 :                         0.059
Seismic Design Category: B
                     Multi-Period MCER Spectrum                          Multi-Period Design Spectrum
                     Sa (g) vs T(s)                                      Sa (g) vs T(s)
                     Two-Period MCE R Spectrum                           Two-Period Design Spectrum
                     Sa (g) vs T(s)                                      Sa (g) vs T(s)
                 MCER Vertical Response Spectrum                           Design Vertical Response Spectrum
Vertical ground motion data has not yet been made         Vertical ground motion data has not yet been made
available by USGS.                                        available by USGS.
https://ascehazardtool.org/                       Page 3 of 5                              Thu Apr 24 2025
Data Accessed:                  Thu Apr 24 2025
Date Source:
USGS Seismic Design Maps based on ASCE/SEI 7-22 and ASCE/SEI 7-22 Table 1.5-2. Additional data for
site-specific ground motion procedures in accordance with ASCE/SEI 7-22 Ch. 21 are available from USGS.
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