| 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 | |||||