USGS National-Strong Motion Program |
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Preliminary
Corrected Peak Ground Acceleration and Velocity Values for |
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February 28, 2001,
Nisqually, WA Earthquake (posted 02/28/2001; updated
10/28/2003) |
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Mw 6.8,
02/28/2001, 18:54:31 UTC, 10:54:31 AM PST, 47.167 N, 122.733W, 59 km depth |
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Time Series data
are available for recorders with channel numbers listed with bold type |
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Sta |
Inst |
Inst |
State |
City: Recorder Name; location |
Owner |
Lat |
Lon |
Dist |
Az |
Ch |
Sensor |
Orient |
PGA |
PGV |
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No |
type |
S/N |
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deg |
deg |
km |
deg |
No |
type |
deg |
cm/s/s |
cm/s |
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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 |
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2 |
SMA1 |
UP |
155.40 |
3.16 |
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3 |
SMA1 |
237 |
133.90 |
10.38 |
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7008 |
SMA1 |
5121 |
WA |
Olympia; Halverson Residence |
USGS |
47.125 |
-122.929 |
15.6 |
253 |
1 |
SMA1 |
360 |
-151.70 |
6.32 |
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2 |
SMA1 |
UP |
114.60 |
-5.21 |
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3 |
SMA1 |
270 |
-107.60 |
-11.85 |
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2101 |
K2 |
730 |
WA |
Olympia; WDOT Highway Test Lab |
USGS |
47.047 |
-122.899 |
18.3 |
223 |
1 |
FBA |
180 |
-217.70 |
21.31 |
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2 |
FBA |
UP |
-86.05 |
-6.37 |
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3 |
FBA |
270 |
250.10 |
-16.47 |
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2127 |
SMA1 |
639 |
WA |
McChord AFB; Bldg 1179; ground level |
USGS |
47.150 |
-122.485 |
18.9 |
96 |
1 |
SMA1 |
360 |
95 |
** |
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2 |
SMA1 |
UP |
78 |
** |
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3 |
SMA1 |
270 |
78 |
** |
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7015 |
MtWh |
141 |
WA |
Olympia; DNR, 16-ch structural array |
WDNR |
47.038 |
-122.897 |
19.0 |
221 |
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Parking level 3
(ground) at M-16.5 |
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1 |
Episensor |
90 |
144.30 |
12.94 |
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Parking level 3
(ground) at M-16.5 |
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2 |
Episensor |
UP |
-92.25 |
8.61 |
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Parking level 3
(ground) at M-16.5 |
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3 |
Episensor |
360 |
215.40 |
-24.52 |
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Parking level 2
(ceiling) at K/L-27 |
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4 |
FBA-11 |
360 |
-271.50 |
-26.21 |
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Parking level 2
(ceiling) at K/L-27 |
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5 |
FBA-11 |
90 |
-252.70 |
18.04 |
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sensor not installed |
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6 |
N/A |
N/A |
N/A |
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Parking level 3 (floor) at
F-27 |
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7 |
FBA-11 |
360 |
-240.50 |
-24.25 |
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Parking level 3 (floor) at
F-27 |
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8 |
FBA-11 |
UP |
-81.22 |
6.90 |
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Parking level 2
(ceiling) at M-16.5 |
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9 |
FBA-11 |
360 |
229.40 |
-24.76 |
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5th level (floor)
West end at M-16.5 |
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10 |
FBA-11 |
360 |
374.40 |
-35.07 |
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5th level (floor)
East end at K/L-27 |
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11 |
FBA-11 |
360 |
-252.90 |
35.03 |
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5th level (floor)
East end at K/L-27 |
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12 |
FBA-11 |
270 |
322.80 |
-31.26 |
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5th level (slab below
raised floor) at L-22 |
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13 |
FBA |
360 |
inst failed |
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6th level (ceiling)
at M-16.5 |
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14 |
FBA |
360 |
inst failed |
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Penthouse level
(floor) at L-22 |
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15 |
FBA |
360 |
inst failed |
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Penthouse level
(floor) at K/L-27 |
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16 |
FBA |
360 |
inst failed |
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Penthouse level
(floor) at K/L-27 |
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17 |
FBA |
090 |
inst failed |
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sensor not installed |
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18 |
N/A |
N/A |
N/A |
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2193 |
K2 |
725 |
WA |
Gig Harbor; Fire Station |
USGS |
47.320 |
-122.586 |
20.2 |
33 |
1 |
FBA |
270 |
-115.30 |
-11.71 |
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2 |
FBA |
UP |
-89.59 |
3.20 |
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3 |
FBA |
360 |
-103.10 |
-12.48 |
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2194 |
ETNA |
1437 |
WA |
Shelton; Fire Station |
USGS |
47.214 |
-123.101 |
28.4 |
281 |
1 |
FBA |
270 |
96.71 |
-17.28 |
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2 |
FBA |
UP |
58.67 |
5.92 |
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3 |
FBA |
360 |
95.15 |
8.48 |
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7030 |
ETNA |
1421 |
WA |
Seattle; SeaTac Airport Fire Station |
USGS |
47.450 |
-122.302 |
45.3 |
46 |
1 |
FBA |
200 |
-124.20 |
12.46 |
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2 |
FBA |
UP |
-103.80 |
5.41 |
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3 |
FBA |
290 |
188.10 |
-18.12 |
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7034 |
ETNA |
1422 |
WA |
Bremerton; Fire Station |
USGS |
47.569 |
-122.628 |
45.4 |
10 |
1 |
FBA |
100 |
188.60 |
12.31 |
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2 |
FBA |
UP |
-75.21 |
5.07 |
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3 |
FBA |
190 |
164.50 |
-11.22 |
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7032 |
ETNA |
1416 |
WA |
West Seattle; Fire Station #29 |
USGS |
47.584 |
-122.383 |
53.4 |
30 |
1 |
FBA |
125 |
-149.40 |
14.44 |
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2 |
FBA |
UP |
-84.76 |
-6.21 |
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3 |
FBA |
215 |
-137.20 |
14.89 |
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7027 |
K2 |
727 |
WA |
Seattle; Fire Station #28 |
USGS |
47.548 |
-122.277 |
54.6 |
39 |
1 |
FBA |
360 |
-62.50 |
-5.11 |
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2 |
FBA |
UP |
-37.36 |
2.90 |
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3 |
FBA |
90 |
76.86 |
4.39 |
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2129 |
SMA1 |
775 |
WA |
Seattle; VA Hospital; Bldg 100;
basement |
VA |
47.565 |
-122.309 |
54.6 |
36 |
1 |
SMA1 |
360 |
44 |
** |
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2 |
SMA1 |
UP |
38 |
** |
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3 |
SMA1 |
270 |
49 |
** |
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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 |
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2 |
FBA |
UP |
-63.65 |
3.12 |
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3 |
FBA |
148 |
88.04 |
7.34 |
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7010 |
K2 |
1032 |
WA |
Seattle; Crowne Plaza
Hotel, 12-ch Bldg. Array |
USGS |
47.608 |
-122.332 |
57.6 |
32 |
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basement level, east
end (floor) |
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1 |
FBA |
148 |
117.00 |
11.54 |
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34th level, west end
(ceiling) |
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2 |
FBA |
148 |
-233.40 |
23.27 |
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16th level, west end
(ceiling) |
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3 |
FBA |
148 |
-182.40 |
13.44 |
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34th level, east end
(ceiling) |
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4 |
FBA |
148 |
174.90 |
20.62 |
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16th level, east end
(ceiling) |
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5 |
FBA |
148 |
-147.40 |
12.58 |
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1st (ground) level,
east end (floor) |
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6 |
FBA |
148 |
154.20 |
13.44 |
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1st (ground) level,
west end (floor) |
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7 |
FBA |
148 |
-162.60 |
12.79 |
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34th level, west end (ceiling) |
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8 |
FBA |
58 |
-250.90 |
20.64 |
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16th level, west end
(ceiling) |
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9 |
FBA |
58 |
-207.20 |
16.21 |
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1st (ground) level,
west end (floor) |
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10 |
FBA |
58 |
-157.10 |
-16.67 |
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basement level, east
end (floor) |
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11 |
FBA |
UP |
-87.47 |
4.33 |
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basement level, west
end (floor) |
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12 |
FBA |
UP |
-89.95 |
4.74 |
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2164 |
SMA1 |
1251 |
WA |
Mud Mtn Dam; right abutment
(downstream) |
ACOE |
47.142 |
-121.946 |
59.7 |
92 |
1 |
SMA1 |
360 |
93 |
** |
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2 |
SMA1 |
UP |
63 |
** |
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3 |
SMA1 |
270 |
112 |
** |
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2164 |
SMA1 |
1234 |
WA |
Mud Mountain Dam; crest |
ACOE |
47.139 |
-121.932 |
60.8 |
93 |
1 |
SMA1 |
360 |
power |
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2 |
SMA1 |
UP |
supply |
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3 |
SMA1 |
270 |
failure |
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2164 |
SMA1 |
1248 |
WA |
Mud Mountain Dam; toe |
ACOE |
47.138 |
-121.934 |
60.7 |
93 |
1 |
SMA1 |
360 |
power |
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2 |
SMA1 |
UP |
supply |
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3 |
SMA1 |
270 |
failure |
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7037 |
ETNA |
2147 |
WA |
Seattle; Ship Canal Locks |
ACOE |
47.665 |
-122.397 |
60.9 |
24 |
1 |
Episensor |
120 |
-56.24 |
-8.93 |
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2 |
Episensor |
30 |
63.05 |
-9.77 |
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3 |
Episensor |
UP |
26.84 |
3.28 |
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2181 |
K2 |
720 |
WA |
Seattle; Ship Canal Bridge |
USGS |
47.655 |
-122.322 |
62.5 |
30 |
1 |
FBA |
360 |
71.77 |
-7.78 |
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2 |
FBA |
UP |
-34.29 |
4.19 |
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3 |
FBA |
90 |
-61.93 |
-5.76 |
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2158 |
SMA1 |
1235 |
WA |
Wynoochee Dam; abutment |
TPU |
47.39 |
-123.60 |
70.1 |
291 |
1 |
SMA1 |
144 |
15.49 |
1.15 |
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2 |
SMA1 |
UP |
-11.38 |
-0.94 |
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3 |
SMA1 |
54 |
17.30 |
-0.91 |
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2158 |
SMA1 |
1236 |
WA |
Wynoochee Dam; upper
gallery |
TPU |
47.39 |
-123.60 |
70.1 |
291 |
1 |
SMA1 |
144 |
18.07 |
-1.18 |
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2 |
SMA1 |
UP |
20.87 |
-0.83 |
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3 |
SMA1 |
54 |
35.44 |
1.04 |
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2158 |
SMA1 |
1250 |
WA |
Wynoochee Dam; lower
gallery |
TPU |
47.39 |
-123.60 |
70.1 |
291 |
1 |
SMA1 |
144 |
9.31 |
-0.93 |
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[note: instrument =
1/2 g full scale] |
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2 |
SMA1 |
UP |
13.06 |
-0.74 |
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3 |
SMA1 |
54 |
9.91 |
0.61 |
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2189 |
SMA1 |
3348 |
WA |
Howard Hanson Dam; left abutment |
ACOE |
47.280 |
-121.790 |
72.5 |
80 |
1 |
SMA1 |
50 |
-102.30 |
5.70 |
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2 |
SMA1 |
UP |
-65.37 |
3.92 |
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3 |
SMA1 |
320 |
-103.70 |
-7.88 |
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2189 |
SMA1 |
3345 |
WA |
Howard Hanson Dam; crest |
ACOE |
47.278 |
-121.787 |
72.7 |
80 |
1 |
SMA1 |
50 |
502.80 |
-18.43 |
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(Recorded motions are suspect due to |
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2 |
SMA1 |
UP |
330.30 |
-10.13 |
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damage to instrument enclosure) |
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3 |
SMA1 |
320 |
-1353.00 |
40.66 |
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2189 |
SMA1 |
3349 |
WA |
Howard Hanson Dam;
toe |
ACOE |
47.279 |
-121.787 |
72.7 |
80 |
1 |
SMA1 |
50 |
62.11 |
5.30 |
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2 |
SMA1 |
UP |
-44.85 |
3.74 |
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3 |
SMA1 |
320 |
-78.50 |
-7.35 |
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7012 |
SMA1 |
4152 |
WA |
Mossyrock Dam; mid gallery, right |
TPU |
46.53 |
-122.42 |
74.7 |
161 |
1 |
SMA1 |
335 |
-21.77 |
2.64 |
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2 |
SMA1 |
UP |
14.82 |
-1.02 |
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3 |
SMA1 |
245 |
-21.32 |
1.79 |
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7012 |
SMA1 |
4317 |
WA |
Mossyrock Dam; mid
gallery, center |
TPU |
46.53 |
-122.42 |
74.7 |
161 |
1 |
SMA1 |
335 |
-21.25 |
2.04 |
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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 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|