| USGS National Engineering Strong-Motion Program | |||||||||||||||||
| Preliminary Corrected Peak Ground Acceleration and Velocity and Pseudo-Spectral Acceleration Values for | |||||||||||||||||
| January 24, 2009, Lower Cook Inlet, Alaska Earthquake (posted 02/02/2009) | |||||||||||||||||
| Mw 5.7, 01/24/2009, 18:09 UTC, 01/24/2009, 09:09 AM AKST, 60.009 N, 152.403 W, 86 km depth, Regional Network ID# ak00088513 | |||||||||||||||||
| 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 | |||
| K220 | K2 | 1087 | AK:Anchorage;Kincaid Park | UAA | 61.1546 | -150.0533 | 181.3 | 44 | 1 | FBA-2g | 360 | -3.5 | -0.23 | 1.28 | 0.261 | 0.0730 | |
| 2 | FBA-2g | UP | 4.1 | -0.21 | 1.21 | 0.263 | 0.0481 | ||||||||||
| 3 | FBA-2g | 90 | 4.4 | -0.33 | 1.17 | 0.510 | 0.0693 | ||||||||||
| K207 | K2 | 1089 | AK:Anchorage;FCC | UAA | 61.1599 | -150.0014 | 183.8 | 45 | 1 | FBA-2g | 360 | -5.6 | 0.51 | 1.80 | 0.684 | 0.0847 | |
| 2 | FBA-2g | UP | 3.3 | 0.23 | 1.08 | 0.262 | 0.0479 | ||||||||||
| 3 | FBA-2g | 90 | 7.5 | 0.69 | 2.27 | 0.504 | 0.0543 | ||||||||||
| 8037 | K2 | 1729 | AK:Anchorage;NOAA Weather Facility | USGS | 61.1562 | -149.9850 | 184.1 | 45 | 1 | EpiSen | 90 | 11.8 | 0.75 | 3.57 | 0.552 | 0.0562 | |
| 2 | EpiSen | 360 | -17.3 | -1.32 | 5.89 | 1.270 | 0.1000 | ||||||||||
| 3 | EpiSen | UP | -6.4 | -0.24 | 1.32 | 0.221 | 0.0412 | ||||||||||
| K204 | K2 | 132 | AK:Anchorage;Signature Flight Support | UAA | 61.1766 | -150.0102 | 184.7 | 44 | 1 | FBA-2g | 360 | 8.0 | 0.56 | 2.08 | 0.557 | 0.0752 | |
| 2 | FBA-2g | UP | 4.8 | 0.26 | 0.77 | 0.216 | 0.0408 | ||||||||||
| 3 | FBA-2g | 90 | 15.0 | 1.17 | 2.99 | 0.886 | 0.0493 | ||||||||||
| K222 | K2 | 1088 | AK:Anchorage;Chapel by the Sea | UAA | 61.0882 | -149.8341 | 185.3 | 48 | 1 | FBA-2g | 360 | -5.3 | 0.41 | 1.02 | 0.473 | 0.0399 | |
| 2 | FBA-2g | UP | 4.4 | -0.26 | 0.79 | 0.253 | 0.0187 | ||||||||||
| 3 | FBA-2g | 90 | -4.0 | -0.31 | 1.04 | 0.733 | 0.0359 | ||||||||||
| K221 | K2 | 1091 | AK:Anchorage;St James Ortho Church | UAA | 61.1525 | -149.949 | 185.3 | 45 | 1 | FBA-2g | 360 | -8.1 | -0.79 | 2.71 | 1.080 | 0.0747 | |
| 2 | FBA-2g | UP | -4.6 | -0.28 | 0.97 | 0.185 | 0.0257 | ||||||||||
| 3 | FBA-2g | 90 | 8.4 | 0.58 | 2.76 | 0.696 | 0.0476 | ||||||||||
| 8007 | K2 | 1746 | AK:Anchorage;International Airport | USGS | 61.1824 | -149.9966 | 185.7 | 44 | 1 | EpiSen | 90 | -9.4 | 0.92 | 2.03 | 0.648 | 0.0668 | |
| 2 | EpiSen | 360 | 6.4 | -0.42 | 1.52 | 0.763 | 0.1050 | ||||||||||
| 3 | EpiSen | UP | -2.8 | -0.26 | 0.81 | 0.389 | 0.0403 | ||||||||||
| 8036 | K2 | 1731 | AK:Anchorage;DOI OAS | USGS | 61.1779 | -149.9657 | 186.5 | 45 | 1 | EpiSen | 90 | -11.2 | 0.86 | 1.99 | 0.723 | 0.1060 | |
| 2 | EpiSen | 360 | -7.8 | 0.64 | 2.31 | 0.866 | 0.0859 | ||||||||||
| 3 | EpiSen | UP | 3.5 | 0.28 | 1.00 | 0.305 | 0.0613 | ||||||||||
| 8025 | K2 | 1743 | AK:Anchorage;BS Lutheran Church | USGS | 61.1471 | -149.8939 | 187.1 | 46 | 1 | EpiSen | 90 | 6.8 | 0.47 | 1.14 | 0.349 | 0.0470 | |
| 2 | EpiSen | 360 | -4.4 | 0.26 | 1.14 | 0.328 | 0.0437 | ||||||||||
| 3 | EpiSen | UP | -1.4 | 0.10 | 0.33 | 0.146 | 0.0359 | ||||||||||
| 8024 | K2 | 1751 | AK:Anchorage;Dowl Engr Warehouse | USGS | 61.1832 | -149.8853 | 190.1 | 45 | 1 | EpiSen | 90 | -4.1 | 0.29 | 1.37 | 0.241 | 0.0370 | |
| 2 | EpiSen | 360 | 5.0 | -0.40 | 1.63 | 0.307 | 0.0665 | ||||||||||
| 3 | EpiSen | UP | -1.3 | -0.09 | 0.32 | 0.120 | 0.0347 | ||||||||||
| 8016 | K2 | 2144 | AK:Anchorage;BP Building | USGS | 61.1922 | -149.8645 | 191.6 | 45 | |||||||||
| 14th floor, NE | 1 | FBA-11 | 270 | 5.6 | -0.68 | 1.02 | 0.392 | 0.1370 | |||||||||
| 14th floor, SW | 2 | FBA-11 | 270 | -4.1 | -0.58 | 0.71 | 0.336 | 0.1250 | |||||||||
| 8th floor, NE (suspect sensor response) | 3 | FBA-11 | 270 | ||||||||||||||
| 8th floor, SW | 4 | FBA-11 | 270 | 5.7 | -0.49 | 1.03 | 0.354 | 0.0944 | |||||||||
| 14th floor, center | 5 | FBA-2g | 360 | 3.1 | -0.44 | 0.83 | 0.366 | 0.1270 | |||||||||
| 8th floor, center | 6 | FBA-11 | 360 | 3.7 | -0.38 | 0.78 | 0.199 | 0.1000 | |||||||||
| Basement, NW | 7 | FBA-11 | UP | 1.5 | 0.11 | 0.45 | 0.124 | 0.0375 | |||||||||
| Basement, SE | 8 | FBA-11 | UP | 1.1 | 0.11 | 0.40 | 0.117 | 0.0264 | |||||||||
| Basement, SE | 9 | FBA-11 | 270 | 4.3 | 0.27 | 1.26 | 0.205 | 0.0442 | |||||||||
| Adjacent downhole, 2' | 10 | FBA-11 | 90 | 5.2 | -0.26 | 1.93 | 0.217 | 0.0473 | |||||||||
| Adjacent downhole, 2' | 11 | FBA-11 | 360 | -4.0 | -0.27 | 1.66 | 0.247 | 0.0468 | |||||||||
| Adjacent downhole, 2' | 12 | FBA-11 | UP | 1.3 | 0.10 | 0.37 | 0.108 | 0.0294 | |||||||||
| 8016 | K2 | 2133 | AK:Anchorage;BP Bldg (site visit needed) | USGS | 61.1922 | -149.8645 | 191.6 | 45 | |||||||||
| K212 | K2 | 133 | AK:Anchorage;BLM | UAA | 61.1562 | -149.7916 | 191.9 | 47 | 1 | FBA-2g | 360 | 4.0 | -0.21 | 1.06 | 0.237 | 0.0315 | |
| 2 | FBA-2g | UP | 1.4 | 0.10 | 0.25 | 0.192 | 0.0215 | ||||||||||
| 3 | FBA-2g | 90 | -3.0 | -0.19 | 0.71 | 0.215 | 0.0248 | ||||||||||
| 8040 | K2 | 2153 | AK:Anchorage;R B Atwood Bldg | USGS | 61.2153 | -149.8930 | 192.2 | 45 | |||||||||
| Basement, NW corner | 1 | EpiSen | 90 | -4.4 | 0.34 | 1.01 | 0.517 | 0.0395 | |||||||||
| Basement, NW corner | 2 | EpiSen | 360 | -4.7 | 0.45 | 1.20 | 0.542 | 0.0563 | |||||||||
| Basement, NW corner | 3 | EpiSen | UP | -3.5 | -0.26 | 0.88 | 0.207 | 0.0510 | |||||||||
| Basement, SW corner | 4 | EpiSen | UP | -4.3 | -0.31 | 0.87 | 0.211 | 0.0504 | |||||||||
| Level 1, west side | 5 | EpiSen | 360 | -4.5 | 0.44 | 1.18 | 0.531 | 0.0564 | |||||||||
| not used | 6 | EpiSen | |||||||||||||||
| Basement, NE corner | 7 | EpiSen | UP | 3.8 | 0.28 | 0.94 | 0.211 | 0.0509 | |||||||||
| Level 1, east side | 8 | EpiSen | 360 | -5.0 | 0.45 | 1.23 | 0.507 | 0.0569 | |||||||||
| Level 1, east side | 9 | EpiSen | 90 | -4.7 | 0.36 | 1.10 | 0.505 | 0.0404 | |||||||||
| Level 2, west side | 10 | EpiSen | 360 | -4.4 | 0.44 | 1.18 | 0.535 | 0.0604 | |||||||||
| Level 2, east side | 11 | EpiSen | 360 | -4.8 | 0.45 | 1.18 | 0.545 | 0.0588 | |||||||||
| Level 2, east side | 12 | EpiSen | 90 | -5.1 | -0.35 | 1.05 | 0.536 | 0.0460 | |||||||||
| 8040 | K2 | 2154 | AK:Anchorage;R B Atwood Bldg | USGS | 61.2153 | -149.8930 | 192.2 | 45 | |||||||||
| Level 7, west side | 1 | EpiSen | 360 | -7.8 | -0.74 | 1.43 | 0.618 | 0.0874 | |||||||||
| Level 7, east side | 2 | EpiSen | 360 | 8.0 | -0.63 | 1.50 | 0.640 | 0.0822 | |||||||||
| Level 7, east side | 3 | EpiSen | 90 | 9.0 | 0.81 | 2.11 | 0.731 | 0.0794 | |||||||||
| Level 8, west side | 4 | EpiSen | 360 | -8.1 | -0.79 | 1.39 | 0.590 | 0.0981 | |||||||||
| Level 8, east side | 5 | EpiSen | 360 | 8.5 | -0.70 | 1.52 | 0.638 | 0.0887 | |||||||||
| Level 8, east side | 6 | EpiSen | 90 | 8.6 | 0.83 | 2.16 | 0.744 | 0.0875 | |||||||||
| Level 13, west side | 7 | EpiSen | 360 | -6.4 | 0.72 | 1.47 | 0.386 | 0.1720 | |||||||||
| Level 13, east side | 8 | EpiSen | 360 | -6.4 | -0.70 | 1.50 | 0.389 | 0.1600 | |||||||||
| Level 13, east side | 9 | EpiSen | 90 | -7.2 | 0.70 | 1.63 | 0.509 | 0.1240 | |||||||||
| Level 14, west side | 10 | EpiSen | 360 | -5.6 | -0.79 | 1.51 | 0.392 | 0.1870 | |||||||||
| Level 14, east side | 11 | EpiSen | 360 | -5.6 | -0.75 | 1.47 | 0.389 | 0.1740 | |||||||||
| Level 14, east side | 12 | EpiSen | 90 | -6.6 | 0.62 | 1.77 | 0.406 | 0.1350 | |||||||||
| 8040 | K2 | 2155 | AK:Anchorage;R B Atwood Bldg (inop) | USGS | 61.2153 | -149.8930 | 192.2 | 45 | |||||||||
| 8030 | K2 | 1741 | AK:Anchorage;Police HQ | USGS | 61.1795 | -149.8058 | 193.0 | 46 | 1 | EpiSen | 90 | -6.4 | 0.45 | 1.70 | 0.274 | 0.0331 | |
| 2 | EpiSen | 360 | 6.4 | -0.33 | 2.30 | 0.220 | 0.0390 | ||||||||||
| 3 | EpiSen | UP | -1.7 | -0.09 | 0.31 | 0.171 | 0.0293 | ||||||||||
| 8011 | K2 | 1747 | AK:Anch;Russian Jack Spring St Park | USGS | 61.2089 | -149.7860 | 196.0 | 46 | 1 | EpiSen | 90 | -2.3 | -0.15 | 0.65 | 0.184 | 0.0487 | |
| 2 | EpiSen | 360 | -2.5 | -0.20 | 0.96 | 0.216 | 0.0419 | ||||||||||
| 3 | EpiSen | UP | -1.4 | -0.09 | 0.23 | 0.171 | 0.0352 | ||||||||||
| 8019 | K2 | 528 | AK:Eagle River;Alaska Geol Materials | USGS | 61.3493 | -149.5411 | 216.2 | 45 | 1 | FBA-2g | 360 | -2.8 | 0.14 | 0.49 | 0.172 | 0.0144 | |
| 2 | FBA-2g | UP | 1.4 | -0.07 | 0.23 | 0.082 | 0.0161 | ||||||||||
| 3 | FBA-2g | 90 | 3.3 | 0.12 | 0.41 | 0.133 | 0.0171 | ||||||||||
| K218 | K2 | 863 | AK:Anchorage;PTWC | UAA | $61.593 | -$149.130 | 250.8 | 44 | 1 | FBA-2g | 360 | -1.0 | 0.07 | 0.22 | 0.079 | 0.0206 | |
| 2 | FBA-2g | UP | 0.5 | 0.05 | 0.14 | 0.050 | 0.0198 | ||||||||||
| 3 | FBA-2g | 90 | -1.4 | 0.10 | 0.28 | 0.146 | 0.0122 | ||||||||||
| 2784 | K2 | 1728 | AK:Valdez;Valdez City Hall | USGS | 61.1304 | -146.3547 | 354.3 | 67 | 1 | EpiSen | 90 | 5.2 | 0.40 | 1.30 | 0.368 | 0.0214 | |
| 2 | EpiSen | 360 | 3.3 | -0.27 | 1.20 | 0.322 | 0.0181 | ||||||||||
| 3 | EpiSen | UP | -2.8 | -0.22 | 0.73 | 0.200 | 0.0144 | ||||||||||