Data Report of Aftershocks of the 03 November 2002, Mw 7.9, Denali Fault Earthquake Recorded Near the Fault Rupture at the Richardson Highway and Alyeska Pipeline

By David Carver, Timothy Plucinski, Arthur Frankel and Erdal Safak

U.S. Geological Survey Open-File Report 03-158

Configuration of the Denali Aftershock Array Stations Near the Denali Fault and Richardson Highway

 

Station Chan.	Chan.	Latitude	Longitude	Elev.	Sensor	Orient.	Samp.	Sensor	+-V	V	Natural	Soil	Structure
Name		(degrees)	(degrees)	(m)	Dip	Azi.	Second	Type	F.S.	cm/sec2	Freq.	Type	Type
ADOT	0	63.4156	-145.7504	753	0	0	100	episensor	2.5	1.252	216	Quaternary abandoned flood plain	Prefab w/concrete pad on grade
ADOT	1	63.4156	-145.7504	753	90	24	100	episensor	2.5	1.252	214
ADOT	2	63.4156	-145.7504	753	90	114	100	episensor	2.5	1.252	210
GRAN	0	63.3942	-145.7367	799	0	0	200	episensor	2.5	1.252	216	Precambrian gneissic rocks	Free field, concrete paver on grade
GRAN	1	63.3942	-145.7367	799	90	24	200	episensor	2.5	1.252	214
GRAN	2	63.3942	-145.7367	799	90	114	200	episensor	2.5	1.252	210
MILL	0	63.3719	-145.7316	776	0	0	100	episensor	2.5	1.252	216	Quaternary active flood plain	Free field, concrete paver on grade
MILL	1	63.3719	-145.7316	776	90	24	100	episensor	2.5	1.252	214
MILL	2	63.3719	-145.7316	776	90	114	100	episensor	2.5	1.252	210
PIPM	0	63.3943	-145.7363	798	0	0	200	fba2g	2.5	1.25	51.9	Precambrian gneissic rocks	Under pipeline, concrete paver on grade
PIPM	1	63.3943	-145.7363	798	90	24	200	fba2g	2.5	1.25	51.2
PIPM	2	63.3943	-145.7363	798	90	104	200	fba2g	2.5	1.25	51.8
PIPN	0	63.3944	-145.7364	798	0	0	200	fba2g	2.5	1.25	52.8	Precambrian gneissic rocks	Under pipeline, concrete paver on grade
PIPN	1	63.3944	-145.7364	798	90	14	200	fba2g	2.5	1.25	53.7
PIPN	2	63.3944	-145.7364	798	90	104	200	fba2g	2.5	1.25	52.8
PIPS	0	63.3941	-145.7362	799	0	0	200	episensor	2.5	1.251	204	Precambrian gneissic rocks	Under pipeline, concrete paver on grade
PIPS	1	63.3941	-145.7362	799	90	14	200	episensor	2.5	1.2519	214
PIPS	2	63.3941	-145.7362	799	90	104	200	episensor	2.5	1.2523	208
PS10	0	63.4237	-145.7664	744	0	0	100	episensor	2.5	1.247	210	Quaternary alluvial fan	Garage w/concrete pad on grade
PS10	1	63.4237	-145.7664	744	90	24	100	episensor	2.5	1.248	212
PS10	2	63.4237	-145.7664	744	90	114	100	episensor	2.5	1.25	208
ROCK	0	63.4288	-145.7717	733	0	0	100	episensor	2.5	1.252	216	Precambrian schist	Free field, concrete paver on grade
ROCK	1	63.4288	-145.7717	733	90	284	100	episensor	2.5	1.252	214
ROCK	2	63.4288	-145.7717	733	90	14	100	episensor	2.5	1.252	210

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U.S. Department of the Interior | U.S. Geological Survey URL: https://pubsdata.usgs.gov/pubs/of/2003/ofr-03-158/configurationTable.html Questions or Assistance: USGS Web Contact Page Last Modified: Sat Jan 12 23:02 EST 2013

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