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1.10.1 2016-04-07","senderemail":""},"preferredWeight":8,"contents":{"":{"contentType":"1","lastModified":1520609978000,"length":5421,"bytes":"<p>\nIn the Santa Cruz Mountains in the forest of\nNisene Marks State Park, about 16 kilometers northeast\nof Santa Cruz and about 7 kilometers south of\nLoma Prieta Mountains, California.\n</p>\n<p>\nThis major earthquake\ncaused 63 deaths, 3,757 injuries, and an\nestimated $6 billion in property damage.\nIt was the largest earthquake to occur on\nthe San Andreas fault since the great San Francisco\nearthquake in April 1906.\n</p>\n<p>\nThe most severe property damage occurred in\nOakland and San Francisco, about 100 kilometer\nnorth of the fault segment that slipped on the San Andreas.\nMM intensity IX was assigned to San Francisco's Marina District,\nwhere several houses collapsed, and to four areas in\nOakland and San Francisco, where reinforced-concrete viaducts collapsed: Nimitz Freeway (Interstate  880)  in\nOakland,  and  Embarcadero Freeway, Highway 101,\nand Interstate 280 in San Francisco.\nCommunities sustaining heavy damage in the epicentral\narea included Los Gatos, Santa Cruz, and Watsonville.\n</p>\n<p>\nLiquefaction, as evidenced by sand boils, lateral\nspreading, settling, and slumping, occurred as far as\n110 kilometers from the epicenter. It caused severe damage to\nbuildings in San Francisco's Marina district as\nwell as along the coastal areas of Oakland and Alameda\nin the east San Francisco Bay shore area. Liquefaction also\ncontributed significantly to the property damage in\nthe Santa Cruz and Monterey Bay areas, which lie near\nthe epicentral zone. Structures damaged by liquefaction\ninclude buildings, bridges, highways, pipelines,\nport facilities, airport runways, and levees.\nSubsurface soil conditions, which amplified accelerations\nin the San Francisco Bay area, strongly influenced\nstructural damage patterns  and  probably  contributed\nto liquefaction problems in loose, sandy fills\nunderlain by deep, cohesive soil deposits.\n</p>\n<p>\nEngineered buildings, including those near the epicenter,\nperformed well during the earthquake.  Hospital buildings\nin the region sustained only minor system and cosmetic\ndamage, and operational interruptions did not occur.\nOnly five schools sustained severe damage, estimated at $81 million.\n</p>\n<p>\nMost of the spectacular damage to buildings was sustained\nby unreinforced masonry buildings constructed of wood-frame\nroof and floor systems supported by unreinforced brick walls.\nThese structures failed in areas near the epicenter as well\nas in areas far from the epicenter, at San Francisco and\nMonterey. The severe shaking near Santa Cruz caused heavy\ndamage to the unreinforced masonry buildings in that area,\nparticularly in the Santa Cruz Pacific Garden Mall,\nwhich consisted of several blocks of unreinforced masonry\nstore buildings.\n</p>\n<p>\nMore than 80 of the 1,500 bridges in the area sustained minor\ndamage, 10 required temporary supports, and 10 were closed\nowing to major structural damage. One or more spans collapsed on\nthree bridges. The most severe damage occurred to older\nstructures  on  poor  ground,  such  as  the Cypress Street\nViaduct (41 deaths) and the San Francisco - Oakland Bay Bridge\n(one death). Damage to the transportation system was\nestimated at $1.8 billion.\n</p>\n<p>\nMost of the more than 1,000 landslides and rockfalls\noccurred in the epicentral zone in the Santa Cruz Mountains.\nOne slide, on State Highway 17, disrupted traffic for about 1 month.\n</p>\n<p>\nThe earthquake produced a pattern of northwest-trending\nextensional fractures in the north end of the aftershock\nzone northwest of the epicenter, but through-going\nright-lateral surface faulting was not found above\nthe rupture defined by the main shock and its aftershocks.\nSix feet of right-lateral strike-slip\nand 4 feet of reverse-slip was inferred from geodetic data.\nThe only surface fracturing that might be attributed to\nprimary tectonic faulting occurred along a trace of\nthe San Andreas near Mount Madonna Road in the Corralitos area,\nwhere en echelon cracks showed 2 centimeters of right-lateral\ndisplacement.\n</p>\n<p>\nExtensional fractures (maximum net displacement of 92 centimeters)\nwere observed about 12 kilometers northwest of the epicenter,\nin the Summit Road-Skyland Ridge area, east of State Highway 17,\nwhereas zones of compressional deformation were found along\nthe northeast foot of the Santa Cruz Mountains between\nBlossom Hill and Palo Alto. In Los Altos and Los Gatos,\nground deformation appeared to be associated closely\nwith zones of heavy structural damage and broken underground\nutility lines.\n</p>\n</p>\n<p>\nOther towns in the area that also experienced severe property damage\ninclude Boulder Creek, Corralitos, Hollister, Moss Landing,\nand several smaller communities in the Santa Cruz Mountains.\n</p>\n<p>\nThis earthquake was felt over most of central California\nand in part of western Nevada.\nThe rate of aftershock activity decreased rapidly with time,\nbut the total number of aftershocks was less than that expected\nfrom a generic California earthquake of similar magnitude.\nFifty-one aftershocks of magnitude 3.0 and larger occurred\nduring the first day after the main shock,\nand 16 occurred during the second day.\nAfter 3 weeks, 87 magnitude 3.0 and larger aftershocks had occurred.\n</p>\n<p>\n<small>\nAbridged from\nSeismicity of the United States, 1568-1989 (Revised),\nby Carl W. Stover and Jerry L. Coffman,\nU.S. Geological Survey Professional Paper 1527,\nUnited States Government Printing Office, Washington: 1993.\n</small>\n</p> ","sha256":"mxfLTy8PbOqeU7m3HQ1LHFSB4VDP7p+7dXyphaUlEwY="}}},{"indexid":13408997,"indexTime":1610471194072,"id":"urn:usgs-product:us:impact-text:ushis4150:1528145025000","type":"impact-text","code":"ushis4150","source":"us","updateTime":1528145025000,"status":"UPDATE","properties":{"eventParametersPublicID":"quakeml:us.anss.org/eventParameters/ushis4150/1528145025.6935","eventsource":"ushis","eventsourcecode":"4150","original-signature":"bQk9sbEhRP5hQAyrQ5VoPuO9HvchNpZls/pj36ZwPut8FK0FXYI3hYOFOar7bwyaihrpw9Fzx2IJ2N9ZvUEjEfamdEeZtFfq70KLVSM4s7flylIzTS8MW8aNJsijcJiDa34yP2qvo+w20ex1uD7hyQ2zC5FlG0aLeG+VxvlA3xVb8UNKY/k2exjLy/NU0q/0vsFEn2q/vMFxTwo/jMr9G395fiEUbHb7J9dQl3R43qraYaeebDcaNBy58U9ahOKDBwDRTCyu4I2dofD6hVVBsMz/SdMcyNg4VGamXtbzuKEM/5O+Ec2fBwpIyHI2zkzaI4C1pK9B+A6/QpyydqRikA==","original-signature-version":"v1","pdl-client-version":"Version 1.14.1 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