| USGS National-Strong Motion Program | |||||||||||||||||||
| Preliminary Corrected Peak Ground Acceleration and Velocity Values for | |||||||||||||||||||
| February 28, 2001, Nisqually, WA Earthquake (posted 02/28/2001; updated 10/28/2003) | |||||||||||||||||||
| Mw 6.8, 02/28/2001, 18:54:31 UTC, 10:54:31 AM PST, 47.167 N, 122.733W, 59 km depth | |||||||||||||||||||
| Time Series data are available for recorders with channel numbers listed with bold type | |||||||||||||||||||
| Sta | Inst | Inst | State | City: Recorder Name; location | Owner | Lat | Lon | Dist | Az | Ch | Sensor | Orient | PGA | PGV | |||||
| No | type | S/N | deg | deg | km | deg | No | type | deg | cm/s/s | cm/s | ||||||||
| 2130 | SMA1 | 777 | WA | Tacoma; VA Hospital; Bldg 81; basement | VA | 47.134 | -122.575 | 12.5 | 107 | 1 | SMA1 | 327 | 151.60 | 5.77 | |||||
| 2 | SMA1 | UP | 155.40 | 3.16 | |||||||||||||||
| 3 | SMA1 | 237 | 133.90 | 10.38 | |||||||||||||||
| 7008 | SMA1 | 5121 | WA | Olympia; Halverson Residence | USGS | 47.125 | -122.929 | 15.6 | 253 | 1 | SMA1 | 360 | -151.70 | 6.32 | |||||
| 2 | SMA1 | UP | 114.60 | -5.21 | |||||||||||||||
| 3 | SMA1 | 270 | -107.60 | -11.85 | |||||||||||||||
| 2101 | K2 | 730 | WA | Olympia; WDOT Highway Test Lab | USGS | 47.047 | -122.899 | 18.3 | 223 | 1 | FBA | 180 | -217.70 | 21.31 | |||||
| 2 | FBA | UP | -86.05 | -6.37 | |||||||||||||||
| 3 | FBA | 270 | 250.10 | -16.47 | |||||||||||||||
| 2127 | SMA1 | 639 | WA | McChord AFB; Bldg 1179; ground level | USGS | 47.150 | -122.485 | 18.9 | 96 | 1 | SMA1 | 360 | 95 | ** | |||||
| 2 | SMA1 | UP | 78 | ** | |||||||||||||||
| 3 | SMA1 | 270 | 78 | ** | |||||||||||||||
| 7015 | MtWh | 141 | WA | Olympia; DNR, 16-ch structural array | WDNR | 47.038 | -122.897 | 19.0 | 221 | ||||||||||
| Parking level 3 (ground) at M-16.5 | 1 | Episensor | 90 | 144.30 | 12.94 | ||||||||||||||
| Parking level 3 (ground) at M-16.5 | 2 | Episensor | UP | -92.25 | 8.61 | ||||||||||||||
| Parking level 3 (ground) at M-16.5 | 3 | Episensor | 360 | 215.40 | -24.52 | ||||||||||||||
| Parking level 2 (ceiling) at K/L-27 | 4 | FBA-11 | 360 | -271.50 | -26.21 | ||||||||||||||
| Parking level 2 (ceiling) at K/L-27 | 5 | FBA-11 | 90 | -252.70 | 18.04 | ||||||||||||||
| sensor not installed | 6 | N/A | N/A | N/A | |||||||||||||||
| Parking level 3 (floor) at F-27 | 7 | FBA-11 | 360 | -240.50 | -24.25 | ||||||||||||||
| Parking level 3 (floor) at F-27 | 8 | FBA-11 | UP | -81.22 | 6.90 | ||||||||||||||
| Parking level 2 (ceiling) at M-16.5 | 9 | FBA-11 | 360 | 229.40 | -24.76 | ||||||||||||||
| 5th level (floor) West end at M-16.5 | 10 | FBA-11 | 360 | 374.40 | -35.07 | ||||||||||||||
| 5th level (floor) East end at K/L-27 | 11 | FBA-11 | 360 | -252.90 | 35.03 | ||||||||||||||
| 5th level (floor) East end at K/L-27 | 12 | FBA-11 | 270 | 322.80 | -31.26 | ||||||||||||||
| 5th level (slab below raised floor) at L-22 | 13 | FBA | 360 | inst failed | |||||||||||||||
| 6th level (ceiling) at M-16.5 | 14 | FBA | 360 | inst failed | |||||||||||||||
| Penthouse level (floor) at L-22 | 15 | FBA | 360 | inst failed | |||||||||||||||
| Penthouse level (floor) at K/L-27 | 16 | FBA | 360 | inst failed | |||||||||||||||
| Penthouse level (floor) at K/L-27 | 17 | FBA | 090 | inst failed | |||||||||||||||
| sensor not installed | 18 | N/A | N/A | N/A | |||||||||||||||
| 2193 | K2 | 725 | WA | Gig Harbor; Fire Station | USGS | 47.320 | -122.586 | 20.2 | 33 | 1 | FBA | 270 | -115.30 | -11.71 | |||||
| 2 | FBA | UP | -89.59 | 3.20 | |||||||||||||||
| 3 | FBA | 360 | -103.10 | -12.48 | |||||||||||||||
| 2194 | ETNA | 1437 | WA | Shelton; Fire Station | USGS | 47.214 | -123.101 | 28.4 | 281 | 1 | FBA | 270 | 96.71 | -17.28 | |||||
| 2 | FBA | UP | 58.67 | 5.92 | |||||||||||||||
| 3 | FBA | 360 | 95.15 | 8.48 | |||||||||||||||
| 7030 | ETNA | 1421 | WA | Seattle; SeaTac Airport Fire Station | USGS | 47.450 | -122.302 | 45.3 | 46 | 1 | FBA | 200 | -124.20 | 12.46 | |||||
| 2 | FBA | UP | -103.80 | 5.41 | |||||||||||||||
| 3 | FBA | 290 | 188.10 | -18.12 | |||||||||||||||
| 7034 | ETNA | 1422 | WA | Bremerton; Fire Station | USGS | 47.569 | -122.628 | 45.4 | 10 | 1 | FBA | 100 | 188.60 | 12.31 | |||||
| 2 | FBA | UP | -75.21 | 5.07 | |||||||||||||||
| 3 | FBA | 190 | 164.50 | -11.22 | |||||||||||||||
| 7032 | ETNA | 1416 | WA | West Seattle; Fire Station #29 | USGS | 47.584 | -122.383 | 53.4 | 30 | 1 | FBA | 125 | -149.40 | 14.44 | |||||
| 2 | FBA | UP | -84.76 | -6.21 | |||||||||||||||
| 3 | FBA | 215 | -137.20 | 14.89 | |||||||||||||||
| 7027 | K2 | 727 | WA | Seattle; Fire Station #28 | USGS | 47.548 | -122.277 | 54.6 | 39 | 1 | FBA | 360 | -62.50 | -5.11 | |||||
| 2 | FBA | UP | -37.36 | 2.90 | |||||||||||||||
| 3 | FBA | 90 | 76.86 | 4.39 | |||||||||||||||
| 2129 | SMA1 | 775 | WA | Seattle; VA Hospital; Bldg 100; basement | VA | 47.565 | -122.309 | 54.6 | 36 | 1 | SMA1 | 360 | 44 | ** | |||||
| 2 | SMA1 | UP | 38 | ** | |||||||||||||||
| 3 | SMA1 | 270 | 49 | ** | |||||||||||||||
| 7010 | ETNA | 1423 | WA | Seattle; Crowne Plaza Hotel, bsmnt, level D | USGS | 47.608 | -122.332 | 57.6 | 32 | 1 | FBA | 58 | 77.02 | -8.71 | |||||
| 2 | FBA | UP | -63.65 | 3.12 | |||||||||||||||
| 3 | FBA | 148 | 88.04 | 7.34 | |||||||||||||||
| 7010 | K2 | 1032 | WA | Seattle; Crowne Plaza Hotel, 12-ch Bldg. Array | USGS | 47.608 | -122.332 | 57.6 | 32 | ||||||||||
| basement level, east end (floor) | 1 | FBA | 148 | 117.00 | 11.54 | ||||||||||||||
| 34th level, west end (ceiling) | 2 | FBA | 148 | -233.40 | 23.27 | ||||||||||||||
| 16th level, west end (ceiling) | 3 | FBA | 148 | -182.40 | 13.44 | ||||||||||||||
| 34th level, east end (ceiling) | 4 | FBA | 148 | 174.90 | 20.62 | ||||||||||||||
| 16th level, east end (ceiling) | 5 | FBA | 148 | -147.40 | 12.58 | ||||||||||||||
| 1st (ground) level, east end (floor) | 6 | FBA | 148 | 154.20 | 13.44 | ||||||||||||||
| 1st (ground) level, west end (floor) | 7 | FBA | 148 | -162.60 | 12.79 | ||||||||||||||
| 34th level, west end (ceiling) | 8 | FBA | 58 | -250.90 | 20.64 | ||||||||||||||
| 16th level, west end (ceiling) | 9 | FBA | 58 | -207.20 | 16.21 | ||||||||||||||
| 1st (ground) level, west end (floor) | 10 | FBA | 58 | -157.10 | -16.67 | ||||||||||||||
| basement level, east end (floor) | 11 | FBA | UP | -87.47 | 4.33 | ||||||||||||||
| basement level, west end (floor) | 12 | FBA | UP | -89.95 | 4.74 | ||||||||||||||
| 2164 | SMA1 | 1251 | WA | Mud Mtn Dam; right abutment (downstream) | ACOE | 47.142 | -121.946 | 59.7 | 92 | 1 | SMA1 | 360 | 93 | ** | |||||
| 2 | SMA1 | UP | 63 | ** | |||||||||||||||
| 3 | SMA1 | 270 | 112 | ** | |||||||||||||||
| 2164 | SMA1 | 1234 | WA | Mud Mountain Dam; crest | ACOE | 47.139 | -121.932 | 60.8 | 93 | 1 | SMA1 | 360 | power | ||||||
| 2 | SMA1 | UP | supply | ||||||||||||||||
| 3 | SMA1 | 270 | failure | ||||||||||||||||
| 2164 | SMA1 | 1248 | WA | Mud Mountain Dam; toe | ACOE | 47.138 | -121.934 | 60.7 | 93 | 1 | SMA1 | 360 | power | ||||||
| 2 | SMA1 | UP | supply | ||||||||||||||||
| 3 | SMA1 | 270 | failure | ||||||||||||||||
| 7037 | ETNA | 2147 | WA | Seattle; Ship Canal Locks | ACOE | 47.665 | -122.397 | 60.9 | 24 | 1 | Episensor | 120 | -56.24 | -8.93 | |||||
| 2 | Episensor | 30 | 63.05 | -9.77 | |||||||||||||||
| 3 | Episensor | UP | 26.84 | 3.28 | |||||||||||||||
| 2181 | K2 | 720 | WA | Seattle; Ship Canal Bridge | USGS | 47.655 | -122.322 | 62.5 | 30 | 1 | FBA | 360 | 71.77 | -7.78 | |||||
| 2 | FBA | UP | -34.29 | 4.19 | |||||||||||||||
| 3 | FBA | 90 | -61.93 | -5.76 | |||||||||||||||
| 2158 | SMA1 | 1235 | WA | Wynoochee Dam; abutment | TPU | 47.39 | -123.60 | 70.1 | 291 | 1 | SMA1 | 144 | 15.49 | 1.15 | |||||
| 2 | SMA1 | UP | -11.38 | -0.94 | |||||||||||||||
| 3 | SMA1 | 54 | 17.30 | -0.91 | |||||||||||||||
| 2158 | SMA1 | 1236 | WA | Wynoochee Dam; upper gallery | TPU | 47.39 | -123.60 | 70.1 | 291 | 1 | SMA1 | 144 | 18.07 | -1.18 | |||||
| 2 | SMA1 | UP | 20.87 | -0.83 | |||||||||||||||
| 3 | SMA1 | 54 | 35.44 | 1.04 | |||||||||||||||
| 2158 | SMA1 | 1250 | WA | Wynoochee Dam; lower gallery | TPU | 47.39 | -123.60 | 70.1 | 291 | 1 | SMA1 | 144 | 9.31 | -0.93 | |||||
| [note: instrument = 1/2 g full scale] | 2 | SMA1 | UP | 13.06 | -0.74 | ||||||||||||||
| 3 | SMA1 | 54 | 9.91 | 0.61 | |||||||||||||||
| 2189 | SMA1 | 3348 | WA | Howard Hanson Dam; left abutment | ACOE | 47.280 | -121.790 | 72.5 | 80 | 1 | SMA1 | 50 | -102.30 | 5.70 | |||||
| 2 | SMA1 | UP | -65.37 | 3.92 | |||||||||||||||
| 3 | SMA1 | 320 | -103.70 | -7.88 | |||||||||||||||
| 2189 | SMA1 | 3345 | WA | Howard Hanson Dam; crest | ACOE | 47.278 | -121.787 | 72.7 | 80 | 1 | SMA1 | 50 | 502.80 | -18.43 | |||||
| (Recorded motions are suspect due to | 2 | SMA1 | UP | 330.30 | -10.13 | ||||||||||||||
| damage to instrument enclosure) | 3 | SMA1 | 320 | -1353.00 | 40.66 | ||||||||||||||
| 2189 | SMA1 | 3349 | WA | Howard Hanson Dam; toe | ACOE | 47.279 | -121.787 | 72.7 | 80 | 1 | SMA1 | 50 | 62.11 | 5.30 | |||||
| 2 | SMA1 | UP | -44.85 | 3.74 | |||||||||||||||
| 3 | SMA1 | 320 | -78.50 | -7.35 | |||||||||||||||
| 7012 | SMA1 | 4152 | WA | Mossyrock Dam; mid gallery, right | TPU | 46.53 | -122.42 | 74.7 | 161 | 1 | SMA1 | 335 | -21.77 | 2.64 | |||||
| 2 | SMA1 | UP | 14.82 | -1.02 | |||||||||||||||
| 3 | SMA1 | 245 | -21.32 | 1.79 | |||||||||||||||
| 7012 | SMA1 | 4317 | WA | Mossyrock Dam; mid gallery, center | TPU | 46.53 | -122.42 | 74.7 | 161 | 1 | SMA1 | 335 | -21.25 | 2.04 | |||||
| 2 | SMA1 | UP | 18.62 | -1.19 | |||||||||||||||
| 3 | SMA1 | 245 | 48.74 | 2.87 | |||||||||||||||
| 7012 | SMA1 | 4350 | WA | Mossyrock Dam; crest | TPU | 46.53 | -122.42 | 74.7 | 161 | 1 | SMA1 | 355 | 173.40 | -7.25 | |||||
| 2 | SMA1 | UP | -21.47 | -1.33 | |||||||||||||||
| 3 | SMA1 | 265 | -167.20 | -9.95 | |||||||||||||||
| 7040 | ETNA | 2045 | WA | Port Gamble; Museum | USGS | 47.856 | -122.584 | 77.4 | 8 | 1 | Episensor | 360 | -49.04 | -4.06 | |||||
| 2 | Episensor | 270 | 63.81 | -4.04 | |||||||||||||||
| 3 | Episensor | UP | 31.58 | 1.56 | |||||||||||||||
| 7035 | ETNA | 1412 | WA | Aberdeen; Fire Station | USGS | 46.972 | -123.826 | 85.8 | 256 | 1 | FBA | 360 | 84.57 | 5.92 | |||||
| 2 | FBA | UP | -27.11 | -2.11 | |||||||||||||||
| 3 | FBA | 90 | 66.60 | -5.50 | |||||||||||||||
| 7007 | SMA1 | 6818 | WA | Toutle River Dam; left abutment (downstream) | ACOE | 46.366 | -122.560 | 90.0 | 171 | 1 | SMA1 | 055 | 37 | ** | |||||
| 2 | SMA1 | UP | 15 | ** | |||||||||||||||
| 3 | SMA1 | 325 | 26 | ** | |||||||||||||||
| 7007 | SMA1 | 6817 | WA | Toutle River Dam; downstream | ACOE | 46.365 | -122.554 | 90.2 | 171 | 1 | SMA1 | 055 | 98 | ** | |||||
| 2 | SMA1 | UP | 44 | ** | |||||||||||||||
| 3 | SMA1 | 325 | 129 | ** | |||||||||||||||
| 7007 | SMA1 | 6816 | WA | Toutle River Dam; mid-dam | ACOE | 46.362 | -122.553 | 90.5 | 171 | 1 | SMA1 | 055 | 51 | ** | |||||
| 2 | SMA1 | UP | 53 | ** | |||||||||||||||
| 3 | SMA1 | 325 | 52 | ** | |||||||||||||||
| 7007 | SMA1 | 6815 | WA | Toutle River Dam; crest | ACOE | 46.362 | -122.551 | 90.6 | 171 | 1 | SMA1 | 055 | 71 | ** | |||||
| 2 | SMA1 | UP | 41 | ** | |||||||||||||||
| 3 | SMA1 | 325 | 74 | ** | |||||||||||||||
| 7007 | SMA1 | 6814 | WA | Toutle River Dam; left abutment | ACOE | 46.360 | -122.556 | 90.7 | 171 | 1 | SMA1 | 055 | 26 | ** | |||||
| 2 | SMA1 | UP | 12 | ** | |||||||||||||||
| 3 | SMA1 | 325 | 26 | ** | |||||||||||||||
| 7039 | K2 | 717 | WA | Quinault Lake; Ranger Station | USGS | 47.468 | -123.847 | 90.6 | 292 | 1 | FBA | 360 | 19.43 | 1.10 | |||||
| 2 | FBA | UP | -8.95 | -0.56 | |||||||||||||||
| 3 | FBA | 90 | -16.58 | -1.85 | |||||||||||||||
| 2199 | SMA1 | 5131 | WA | Tolt River Dam: toe | SLP | 47.69 | -121.69 | 97.8 | 53 | 1 | SMA1 | 155 | -122.30 | 4.35 | |||||
| 2 | SMA1 | UP | 57.24 | -2.08 | |||||||||||||||
| 3 | SMA1 | 065 | -130.00 | 6.06 | |||||||||||||||
| 2199 | SMA1 | 5132 | WA | Tolt River Dam: crest | SLP | 47.69 | -121.69 | 97.8 | 53 | 1 | SMA1 | 345 | 252.30 | -8.76 | |||||
| 2 | SMA1 | UP | 99.50 | -2.88 | |||||||||||||||
| 3 | SMA1 | 255 | -170.40 | -7.21 | |||||||||||||||
| 2199 | SMA1 | 5133 | WA | Tolt River Dam: abutment | SLP | 47.69 | -121.69 | 97.8 | 53 | 1 | SMA1 | dead | battery | ||||||
| 2 | SMA1 | dead | battery | ||||||||||||||||
| 3 | SMA1 | dead | battery | ||||||||||||||||
| 7031 | ETNA | 1418 | WA | Everett; Fire Station #2 | USGS | 47.997 | -122.199 | 100.6 | 23 | 1 | FBA | 180 | -30.40 | 2.79 | |||||
| 2 | FBA | UP | -18.79 | -2.00 | |||||||||||||||
| 3 | FBA | 270 | -39.75 | -2.61 | |||||||||||||||
| 7029 | ETNA | 1420 | WA | Port Townsend; Fort Worden State Park | USGS | 48.134 | -122.766 | 107.5 | 359 | 1 | FBA | 360 | -53.74 | 4.75 | |||||
| 2 | FBA | UP | -17.32 | -1.51 | |||||||||||||||
| 3 | FBA | 90 | -33.98 | 2.38 | |||||||||||||||
| 7041 | K2 | 585 | WA | Port Angeles; Fire Station | USGS | 48.115 | -123.437 | 117.9 | 334 | 1 | FBA | 25 | 35.05 | 2.85 | |||||
| 2 | FBA | UP | -14.91 | 1.35 | |||||||||||||||
| 3 | FBA | 115 | 39.35 | 3.42 | |||||||||||||||
| 7026 | K2 | 718 | WA | Stanwood; Camano Island Fire Station #1 | USGS | 48.243 | -122.455 | 121.4 | 10 | 1 | FBA | 360 | -75.48 | 3.46 | |||||
| 2 | FBA | UP | -22.59 | 1.26 | |||||||||||||||
| 3 | FBA | 90 | -54.83 | 2.50 | |||||||||||||||
| 7033 | ETNA | 1419 | WA | Anacortes; Fire Station | USGS | 48.512 | -122.613 | 149.8 | 3 | 1 | FBA | 90 | -26.57 | -2.23 | |||||
| 2 | FBA | UP | -14.99 | -1.66 | |||||||||||||||
| 3 | FBA | 180 | 33.83 | 2.49 | |||||||||||||||
| 7028 | K2 | 552 | WA | Forks; La Push Coast Guard Station | USGS | 47.913 | -124.635 | 165.5 | 301 | 1 | FBA | 360 | 15.34 | 1.35 | |||||
| 2 | FBA | UP | 3.86 | 0.51 | |||||||||||||||
| 3 | FBA | 90 | -18.93 | -1.35 | |||||||||||||||
| 7000 | SMA1 | 771 | WA | Vancouver; VA Hospital; Bldg 4; basement | VA | 45.64 | -122.66 | 169.8 | 178 | 1 | SMA1 | 360 | 16 | ** | |||||
| 2 | SMA1 | UP | 11 | ** | |||||||||||||||
| 3 | SMA1 | 270 | 22 | ** | |||||||||||||||
| 2161 | K2 | 1535 | WA | Chief Joseph Dam; upper gallery | ACOE | 47.995 | -119.635 | 250.6 | 67 | 1 | Episensor | 198 | -7.11 | 0.43 | |||||
| upper gallery | 2 | Episensor | 108 | 10.75 | 0.42 | ||||||||||||||
| upper gallery | 3 | Episensor | UP | 3.08 | 0.35 | ||||||||||||||
| lower gallery | 4 | Episensor | 198 | -2.77 | -0.32 | ||||||||||||||
| lower gallery | 5 | Episensor | 108 | 2.29 | -0.28 | ||||||||||||||
| lower gallery | 6 | Episensor | UP | 2.39 | 0.34 | ||||||||||||||
| 7009 | K2 | 1164 | WA | Ice Harbor Dam; lower gallery | ACOE | 46.249 | -118.880 | 311.8 | 108 | Not visited | |||||||||
| 7009 | K2 | 1163 | WA | Ice Harbor Dam; upper gallery | ACOE | 46.249 | -118.880 | 311.8 | 108 | Not visited | |||||||||
| 2124 | SMA1 | 776 | WA | Walla Walla; VA Hosp; Bldg 109 | VA | 46.055 | -118.354 | 357.4 | 109 | No trigger | |||||||||
| 7036 | K2 | 1165 | WA | Walla Walla; Mill Creek Dam; crest | ACOE | 46.064 | -118.264 | 363.5 | 108 | No trigger | |||||||||
| 2123 | SMA1 | 772 | WA | Spokane; VA Hosp; Bldg 3, Engineering Shop | VA | 47.700 | -117.480 | 400.6 | 80 | Not visited | |||||||||
| ACOE | U.S. Army Corps of Engineers | ||||||||||||||||||
| SLP | Seattle Light and Power | ||||||||||||||||||
| TPU | Tacoma Public Utilities | ||||||||||||||||||
| VA | Veterans Administration | ||||||||||||||||||
| WDNR | Washington Dept. of Natural Resources | ||||||||||||||||||
| ** | data not processed yet | ||||||||||||||||||
| Note: Peak accel values for SMA1 recorders were scaled from analog film records | |||||||||||||||||||