| USGS National-Strong Motion Program | ||||||||||||||||||||
| Preliminary Corrected Peak Ground Acceleration and Velocity and Pseudo-Spectral Acceleration Values for | ||||||||||||||||||||
| June 22, 2009, Skwentna, Alaska Earthquake (posted 06/25/2009) | ||||||||||||||||||||
| Mw 5.4, 06/22/2009, 19:28 UTC, 06/22/2009, 11:28 AM AKDT, 61.922 N, 150.654 W, 52.7 km depth, Regional Network ID# ak00109810 | ||||||||||||||||||||
| Sta | Inst | Inst | State: City; Recorder Location | Owner | Lat | Lon | Dist | Az | Ch | Sensor | Orient | PGA | PGV | PSA at: | ||||||
| Code | type | S/N | deg | deg | km | deg | No | type | deg | cm/s/s | cm/s | 0.3 s | 1.0 s | 3.0 s | ||||||
| 8019 | K2 | 528 | AK:Eagle River;Alaska Geol Materials | USGS | 61.3493 | -149.5411 | 86.9 | 137 | 1 | FBA-2g | 360 | 14.9 | 0.40 | 2.54 | 0.331 | 0.0431 | ||||
| 2 | FBA-2g | UP | 4.3 | 0.20 | 0.87 | 0.162 | 0.0228 | |||||||||||||
| 3 | FBA-2g | 90 | -15.0 | -0.60 | 3.61 | 0.267 | 0.0328 | |||||||||||||
| 8040 | K2 | 2153 | AK:Anchorage;R B Atwood Building | USGS | 61.2153 | -149.8930 | 88.5 | 152 | ||||||||||||
| Basement, NW corner | 1 | EpiSen | 90 | 6.5 | -0.71 | 1.72 | 1.130 | 0.1070 | ||||||||||||
| Basement, NW corner | 2 | EpiSen | 360 | -8.0 | 0.87 | 1.76 | 1.560 | 0.1310 | ||||||||||||
| Basement, NW corner | 3 | EpiSen | UP | 4.0 | 0.26 | 1.13 | 0.267 | 0.0569 | ||||||||||||
| Basement. SW corner | 4 | EpiSen | UP | 3.5 | 0.31 | 1.28 | 0.315 | 0.0585 | ||||||||||||
| Level 1, W side | 5 | EpiSen | 360 | -8.0 | 0.83 | 1.65 | 1.530 | 0.1260 | ||||||||||||
| no sensor | 6 | |||||||||||||||||||
| Basement, NE corner | 7 | EpiSen | UP | 4.0 | 0.26 | 1.26 | 0.299 | 0.0543 | ||||||||||||
| Level 1, E side | 8 | EpiSen | 360 | 9.1 | -0.96 | 2.12 | 1.650 | 0.1320 | ||||||||||||
| Level 1, E side | 9 | EpiSen | 90 | 7.2 | -0.74 | 1.77 | 1.130 | 0.1050 | ||||||||||||
| Level 2, W side | 10 | EpiSen | 360 | -9.6 | -0.97 | 2.3 | 1.700 | 0.1290 | ||||||||||||
| Level 2, E side | 11 | EpiSen | 360 | -9.6 | -1.03 | 2.07 | 1.740 | 0.1310 | ||||||||||||
| Level 2, E side | 12 | EpiSen | 90 | 7.3 | -0.73 | 1.67 | 1.200 | 0.1080 | ||||||||||||
| 8040 | K2 | 2154 | AK:Anchorage;R B Atwood Building | USGS | 61.2153 | -149.8930 | 88.5 | 152 | ||||||||||||
| Level 7, W side | 1 | EpiSen | 360 | -16.1 | 1.47 | 4.37 | 1.780 | 0.1780 | ||||||||||||
| Level 7, E side | 2 | EpiSen | 360 | -13.8 | 1.31 | 3.46 | 1.760 | 0.1810 | ||||||||||||
| Level 7, E side | 3 | EpiSen | 90 | 11.6 | 0.95 | 2.45 | 1.460 | 0.1920 | ||||||||||||
| Level 8, W side | 4 | EpiSen | 360 | -17.0 | 1.52 | 4.05 | 1.660 | 0.1920 | ||||||||||||
| Level 8, E side | 5 | EpiSen | 360 | -14.9 | 1.37 | 3.21 | 1.660 | 0.1940 | ||||||||||||
| Level 8, E side | 6 | EpiSen | 90 | 10.7 | 1.01 | 2.54 | 1.420 | 0.2180 | ||||||||||||
| Level 13, W side | 7 | EpiSen | 360 | 9.4 | 1.10 | 2.79 | 0.615 | 0.2370 | ||||||||||||
| Level 13, E side | 8 | EpiSen | 360 | -9.4 | 1.04 | 2.8 | 0.576 | 0.2370 | ||||||||||||
| Level 13, E side | 9 | EpiSen | 90 | 8.4 | -1.11 | 2.19 | 0.779 | 0.3370 | ||||||||||||
| Level 14, W side | 10 | EpiSen | 360 | -9.1 | 1.06 | 3.39 | 0.520 | 0.2450 | ||||||||||||
| Level 14, E side | 11 | EpiSen | 360 | -8.6 | 0.94 | 3.12 | 0.586 | 0.2410 | ||||||||||||
| Level 14, E side | 12 | EpiSen | 90 | -7.7 | -0.98 | 2.38 | 0.546 | 0.3580 | ||||||||||||
| 8040 | K2 | 2155 | AK:Anchorage;R B Atwood Building | USGS | 61.2153 | -149.8930 | 88.5 | 152 | ||||||||||||
| Level 19, W side | 1 | EpiSen | 360 | 9.2 | 1.38 | 1.61 | 1.990 | 0.3350 | ||||||||||||
| Level 19, E side | 2 | EpiSen | 360 | 9.1 | 1.33 | 1.34 | 2.020 | 0.3330 | ||||||||||||
| Level 19, E side | 3 | EpiSen | 90 | -6.6 | -1.31 | 1.1 | 1.230 | 0.4710 | ||||||||||||
| Level 20, W side | 4 | EpiSen | 360 | -12.4 | 1.67 | 3.1 | 2.400 | 0.3600 | ||||||||||||
| Level 20, E side | 5 | EpiSen | 360 | -11.5 | 1.57 | 2.63 | 2.410 | 0.3560 | ||||||||||||
| Level 20, E side | 6 | EpiSen | 90 | 10.1 | -1.55 | 2.02 | 1.520 | 0.4890 | ||||||||||||
| Roof, W side | 7 | EpiSen | 360 | -19.2 | 2.01 | 5.39 | 2.780 | 0.3810 | ||||||||||||
| Roof, E side | 8 | EpiSen | 360 | -17.5 | 1.83 | 4.86 | 2.830 | 0.3840 | ||||||||||||
| Roof, E side | 9 | EpiSen | 90 | 18.7 | -1.89 | 3.52 | 1.840 | 0.5080 | ||||||||||||
| K204 | K2 | 132 | AK:Anchorage;Signature Flight Support | UA | 61.1758 | -150.0115 | 89.9 | 157 | 1 | FBA-2g | 360 | -10.5 | -0.74 | 2.76 | 0.810 | 0.0929 | ||||
| 2 | FBA-2g | UP | 10.3 | 0.48 | 1.38 | 0.758 | 0.0590 | |||||||||||||
| 3 | FBA-2g | 90 | 14.8 | -1.24 | 6 | 1.650 | 0.1820 | |||||||||||||
| 8023 | K2 | 1740 | AK:Anchorage;Football Stadium | USGS | 61.2047 | -149.8763 | 90.0 | 152 | 1 | EpiSen | 90 | -16.2 | -0.83 | 5.18 | 0.574 | 0.0808 | ||||
| 2 | EpiSen | 360 | -14.9 | -0.97 | 5.35 | 0.538 | 0.0809 | |||||||||||||
| 3 | EpiSen | UP | -5.4 | -0.18 | 0.91 | 0.208 | 0.0599 | |||||||||||||
| K220 | K2 | 1087 | AK:Anchorage;Kincaid Park | USGS | 61.1540 | -150.0552 | 91.3 | 159 | 1 | FBA-2g | 360 | 16.0 | -1.69 | 5.67 | 1.780 | 0.1370 | ||||
| 2 | FBA-2g | UP | -21.8 | 0.89 | 5.37 | 0.740 | 0.0711 | |||||||||||||
| 3 | FBA-2g | 90 | 15.4 | -1.45 | 4.43 | 1.890 | 0.1560 | |||||||||||||
| K207 | K2 | 1089 | AK:Anchorage;FCC | UA | 61.1596 | -150.0045 | 91.7 | 158 | 1 | FBA-2g | 360 | 12.6 | -1.30 | 4.64 | 1.180 | 0.1130 | ||||
| 2 | FBA-2g | UP | -11.6 | 0.48 | 2.96 | 0.666 | 0.0512 | |||||||||||||
| 3 | FBA-2g | 90 | -15.4 | -1.49 | 7.37 | 1.480 | 0.1500 | |||||||||||||
| 8011 | K2 | 1747 | AK:Anch;Russian Jack Springs St Pk | USGS | 61.2090 | -149.7857 | 91.9 | 149 | 1 | EpiSen | 90 | -5.6 | 0.32 | 1.1 | 0.341 | 0.1130 | ||||
| 2 | EpiSen | 360 | -5.0 | -0.35 | 1.58 | 0.339 | 0.0887 | |||||||||||||
| 3 | EpiSen | UP | -3.6 | 0.17 | 0.87 | 0.256 | 0.0218 | |||||||||||||
| 8024 | K2 | 1751 | AK:Anchorage;Dowl Engr Warehouse | USGS | 61.1832 | -149.8853 | 91.9 | 153 | 1 | EpiSen | 90 | 10.9 | -0.62 | 3.74 | 0.694 | 0.0868 | ||||
| 2 | EpiSen | 360 | 17.2 | 0.68 | 2.78 | 0.561 | 0.0803 | |||||||||||||
| 3 | EpiSen | UP | -6.0 | 0.21 | 1.08 | 0.177 | 0.0624 | |||||||||||||
| 8037 | K2 | 1729 | AK:Anchorage;NOAA Weather Facility | USGS | 61.1562 | -149.9850 | 92.5 | 157 | 1 | EpiSen | 90 | 18.0 | -1.66 | 5.89 | 1.440 | 0.1590 | ||||
| 2 | EpiSen | 360 | 13.3 | -1.52 | 4.57 | 1.700 | 0.1280 | |||||||||||||
| 3 | EpiSen | UP | 13.0 | -0.43 | 2.12 | 0.340 | 0.0429 | |||||||||||||
| K221 | K2 | 1091 | AK:Anchorage;St James Ortho Church | UA | 61.1525 | -149.9511 | 93.5 | 156 | 1 | FBA-2g | 360 | 20.9 | 1.81 | 4.78 | 2.300 | 0.1750 | ||||
| 2 | FBA-2g | UP | -11.3 | -0.39 | 1.41 | 0.346 | 0.0429 | |||||||||||||
| 3 | FBA-2g | 90 | 15.2 | -1.42 | 4.83 | 2.490 | 0.1640 | |||||||||||||
| 8030 | K2 | 1741 | AK:Anchorage;Police Headquarters | USGS | 61.1795 | -149.8058 | 94.2 | 151 | 1 | EpiSen | 90 | 6.9 | -0.48 | 1.94 | 0.396 | 0.0880 | ||||
| 2 | EpiSen | 360 | -8.9 | -0.49 | 2.47 | 0.394 | 0.0726 | |||||||||||||
| 3 | EpiSen | UP | -4.0 | -0.13 | 0.59 | 0.263 | 0.0215 | |||||||||||||
| 8025 | K2 | 1743 | AK:Anchorage;BS Lutheran Church | USGS | 61.1471 | -149.8939 | 95.3 | 155 | 1 | EpiSen | 90 | -9.1 | -0.84 | 1.99 | 1.110 | 0.0993 | ||||
| 2 | EpiSen | 360 | -7.1 | -0.51 | 2.43 | 0.611 | 0.0880 | |||||||||||||
| 3 | EpiSen | UP | -3.2 | 0.20 | 0.5 | 0.238 | 0.0372 | |||||||||||||
| K222 | K2 | 1088 | AK:Anchorage;Chapel by the Sea | UA | 61.0876 | -149.8366 | 102.7 | 155 | 1 | FBA-2g | 360 | 11.6 | 0.79 | 3.34 | 1.740 | 0.0673 | ||||
| 2 | FBA-2g | UP | -6.9 | -0.39 | 2.9 | 0.748 | 0.0296 | |||||||||||||
| 3 | FBA-2g | 90 | 12.3 | -0.79 | 4.41 | 1.700 | 0.0833 | |||||||||||||
| AK16 | Makalu | 130 | AK:Anchorage;AT&T Tower, Borehole | UA | 61.0988 | -149.6848 | 105.2 | 150 | 4 | EpiSen | 90 | -5.2 | 0.24 | 1.35 | 0.212 | 0.0384 | ||||
| 5 | EpiSen | 360 | 4.8 | -0.24 | 1.2 | 0.243 | 0.0499 | |||||||||||||
| 6 | EpiSen | UP | -3.1 | -0.16 | 0.77 | 0.154 | 0.0232 | |||||||||||||
| K216 | K2 | 180 | AK:Anchorage;AT&T Surface Station | UA | 61.0980 | -149.6867 | 105.3 | 150 | 1 | FBA-2g | 360 | 6.7 | 0.21 | 1.34 | 0.228 | 0.0443 | ||||
| 2 | FBA-2g | UP | 3.7 | -0.17 | 0.82 | 0.151 | 0.0234 | |||||||||||||
| 3 | FBA-2g | 90 | 5.5 | -0.21 | 1.23 | 0.240 | 0.0421 | |||||||||||||