{"id":null,"ids":[],"kind":"named in documents","name":"Fort Point arch","tied_by":"name","block":null,"release":"v0.7.1","rows_columns":["t","id","year","y","date","kind","topic","outcome","summary","tier","source","leaf","scan","addr","quote","note","title","how","g","rec","sc"],"rows":[["f","dl-sf-facts-v1.1-haiku55-2026-10/C123303273:25/2",1990,1982,"1982","action","study or report",null,"Fort Point arch span seismic retrofit · other: Fitted with vertical restrainers at arch springline bearings and transverse restrainers beneath roadway","unverified","C123303273",25,"https://archive.org/details/C123303273/page/n24",null,null,null,"Golden Gate Bridge seismic evaluation","n","a",0,-1.0],["f","dl-sf-facts-v1.1-haiku55-2026-10/C123303273:112/1",1990,1990,"","building","study or report",null,"Fort Point arch · other: straight alignment; four-rib arch supporting floor beams","unverified","C123303273",112,"https://archive.org/details/C123303273/page/n111",null,null,null,"Golden Gate Bridge seismic evaluation","n","a",0,-1.0],["f","dl-sf-facts-v1.1-haiku55-2026-10/C123303273:113/1",1990,1990,"","finding","study or report",null,"Golden Gate Bridge Fort Point arch · finding: Fort Point arch members in compliance with design criteria, not in need of upgrade (Fig. 6.10)","unverified","C123303273",113,"https://archive.org/details/C123303273/page/n112",null,null,null,"Golden Gate Bridge seismic evaluation","n","a",0,-1.0],["f","dl-sf-facts-v1.1-haiku55-2026-10/C123303273:114/1",1990,1990,"","recommendation","study or report",null,"Fort Point Arch · recommendation: strength improvements required for components of the Fort Point arch","unverified","C123303273",114,"https://archive.org/details/C123303273/page/n113",null,null,null,"Golden Gate Bridge seismic evaluation","n","a",0,-1.0],["f","dl-sf-facts-v1.1-haiku55-2026-10/C123303273:114/10004",1990,1990,"","recommendation","study or report",null,"Fort Point arch · recommendation: Strength improvements required for components of the Fort Point arch",null,"C123303273",114,"https://archive.org/details/C123303273/page/n113",null,null,null,"Golden Gate Bridge seismic evaluation","n","a",0,-1.0],["f","dl-sf-facts-v1.1-haiku55-2026-10/C123303273:131/1",1990,1990,"","finding","study or report",null,"Golden Gate Bridge approaches · finding: high levels of damage expected in [name withheld] 8+ earthquake; among most vulnerable parts","unverified","C123303273",131,"https://archive.org/details/C123303273/page/n130",null,null,null,"Golden Gate Bridge seismic evaluation","n","a",0,2.0],["f","dl-sf-facts-v1.1-haiku55-2026-10/C123303273:5/5",1990,1990,"","building","study or report",null,"Fort Point arch · other: structure included in seismic evaluation of Golden Gate Bridge","unverified","C123303273",5,"https://archive.org/details/C123303273/page/n4",null,null,null,"Golden Gate Bridge seismic evaluation","n","a",0,-1.0],["f","dl-sf-facts-v1.1-haiku55-2026-10/C123303273:6/10001",1990,1990,"","finding","study or report",null,"Golden Gate Bridge approaches · finding: among the most vulnerable parts of the bridge; high damage expected in [name withheld] 8+ earthquake","unverified","C123303273",6,"https://archive.org/details/C123303273/page/n5",null,null,null,"Golden Gate Bridge seismic evaluation","n","a",0,2.0],["f","dl-sf-facts-v1.1-haiku55-2026-10/C123303273:6/3",1990,1990,"","finding","study or report",null,"Golden Gate Bridge approaches · finding: Fort Point arch and steel girder and truss viaducts are among the most vulnerable parts of the bridge; high damage expected in [name withheld] 8 or greater earthquake","unverified","C123303273",6,"https://archive.org/details/C123303273/page/n5",null,null,null,"Golden Gate Bridge seismic evaluation","n","a",0,2.0],["f","dl-sf-facts-v1.1-haiku55-2026-10/C123303273:101/2",1990,1990,"1990","building","study or report",null,"Fort Point Arch · other: approach structure of the Golden Gate Bridge",null,"C123303273",101,"https://archive.org/details/C123303273/page/n100",null,null,null,"Golden Gate Bridge seismic evaluation","n","a",0,-1.0],["f","dl-sf-facts-v1.1-haiku55-2026-10/C123303273:102/1",1990,1990,"1990","building","study or report",null,"San Francisco Viaduct and Fort Point Arch · other: steel girder, truss, and arch construction with steel orthotropic deck roadways","unverified","C123303273",102,"https://archive.org/details/C123303273/page/n101",null,null,null,"Golden Gate Bridge seismic evaluation","n","a",0,-1.0],["f","dl-sf-facts-v1.1-haiku55-2026-10/C124923818:27/5",2000,2000,"","project","plan",null,"Golden Gate Seismic Retrofit Phase II · proposes: seismic retrofit measures to the south viaduct, south anchorage housing, Fort Point Arch, and pylons S1 and S2","unverified","C124923818",27,"https://archive.org/details/C124923818/page/n26",null,null,null,"Bay area transportation blueprint for the 21st century. Project notebook of candidate projects","n","a",0,-1.0]]}