[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"doc-seo-649422-105":3,"detail-sidebar-cat-0-en-105":81,"doc-detail-649422-en":130},{"code":4,"msg":5,"data":6},0,"ok",{"site_id":7,"language":8,"slug":9,"title":10,"keywords":11,"description":12,"schema_data":13,"social_meta":74,"head_meta":76,"extra_data":78,"updated_unix":80},105,"en","crystal-creek-pedestrian-bridge-replacement-project-plans","Crystal Creek Pedestrian Bridge Replacement - Project Plans","","This document provides the structural plans, profile, and engineering specifications for the Crystal Creek Pedestrian Bridge replacement project in King County. It details the construction requirements for a new 80-foot prefabricated weathering steel truss bridge equipped with Fiber Reinforced Polymer (FRP) decking. The project includes guidelines for earthwork, foundation preparation, structural fill specifications, and concrete reinforcement standards aligned with AASHTO LRFD and WSDOT construction codes. The plans emphasize site-specific geotechnical requirements to ensure stability and structural integrity for the trail-based infrastructure. It serves as a professional reference for engineers and contractors managing the bridge replacement, providing necessary technical data for excavation, footing placement, and material standards required for successful implementation in the field.",{"@graph":14,"@context":73},[15,34,56],{"@type":16,"itemListElement":17},"BreadcrumbList",[18,23,27,31],{"item":19,"name":20,"@type":21,"position":22},"https://docshare.wps.com","Home","ListItem",1,{"item":24,"name":25,"@type":21,"position":26},"https://docshare.wps.com/document/","Document",2,{"item":28,"name":29,"@type":21,"position":30},"https://docshare.wps.com/document/research-report/","Research & 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structure?","Question",{"text":63,"@type":64},"The bridge is a prefabricated truss-style weathering steel superstructure with Fiber Reinforced Polymer (FRP) decking.","Answer",{"name":66,"@type":61,"acceptedAnswer":67},"What is the total length of the new bridge?",{"text":68,"@type":64},"The bridge has a total length of 80 feet, measured end to end.",{"name":70,"@type":61,"acceptedAnswer":71},"How should the bridge footings be positioned?",{"text":72,"@type":64},"The exact location of the bridge footings is to be determined in the field based on final geotechnical reports and requirements.","https://schema.org",{"og:url":32,"og:type":75,"og:title":10,"og:site_name":45,"og:description":12},"article",{"robots":77,"canonical":32},"index,follow",{"doc_id":79,"site_id":7},649422,1792799745,{"code":4,"msg":82,"data":83},"success",[84,88,92,96,100,105,110,114,119,122,126],{"id":22,"doc_module":4,"doc_module_name":25,"category_name":85,"show_sort_weight":86,"slug":87},"Story & Novel",90,"story-novel",{"id":26,"doc_module":4,"doc_module_name":25,"category_name":89,"show_sort_weight":90,"slug":91},"Literature",80,"literature",{"id":33,"doc_module":4,"doc_module_name":25,"category_name":93,"show_sort_weight":94,"slug":95},"Exam",70,"exam",{"id":55,"doc_module":4,"doc_module_name":25,"category_name":97,"show_sort_weight":98,"slug":99},"Comic",60,"comic",{"id":101,"doc_module":4,"doc_module_name":25,"category_name":102,"show_sort_weight":103,"slug":104},6,"Technology",50,"technology",{"id":106,"doc_module":4,"doc_module_name":25,"category_name":107,"show_sort_weight":108,"slug":109},7,"Healthcare",40,"healthcare",{"id":111,"doc_module":4,"doc_module_name":25,"category_name":29,"show_sort_weight":112,"slug":113},8,30,"research-report",{"id":115,"doc_module":4,"doc_module_name":25,"category_name":116,"show_sort_weight":117,"slug":118},9,"Religion & Spirituality",20,"religion-spirituality",{"id":117,"doc_module":4,"doc_module_name":25,"category_name":120,"show_sort_weight":117,"slug":121},"World Cup","world-cup",{"id":123,"doc_module":4,"doc_module_name":25,"category_name":124,"show_sort_weight":123,"slug":125},10,"Lifestyle","lifestyle",{"id":127,"doc_module":4,"doc_module_name":25,"category_name":128,"show_sort_weight":55,"slug":129},19,"General","general",{"code":4,"msg":82,"data":131},{"doc_id":79,"user_id":132,"nickname":42,"user_avatar":133,"doc_module":4,"category_id":111,"category_name":29,"doc_title":10,"doc_description":12,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":55,"is_deleted":4,"is_public":22,"is_downloadable":22,"audit_status":22,"page_count":22,"language":139,"language_code":8,"site_id":7,"html_lang":8,"table_of_contents":140,"faqs":141,"seo_title":142,"seo_description":12,"update_tm":80,"read_time":30},687207022233,"https://ap-avatar.wpscdn.com/davatar_155a257f0dc6eb9ab79c44ca47cae57d","# GENERAL NOTES\n\nWASHINGTON STATE DEPARTMENT OF TRANSPORTATION(WSDOT)STANDARD SPECIFICATIONSFOR ROAD,BRIDGE,AND MUNICIPAL CONSTRUCTION,2025 EDITION.  \n2  THE BRIDGE FOUNDATION DESIGN IS INACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGNSPECIFICATION,10TH EDITION,AND IS DESIGNED FOR AN ULTIMATE SOIL BEARING PRESSURE OF  \nBRIDGE FOOTINGS(TYP.)  \nIN-FIELD.MINIMUM FILL DIMENSIONS SHALL BE PER THE DETAILS SHOWN ON THIS SHEET.  \n# REINFORCED CONCRETE\n\n2.STEEL REINFORCEMENT SHALL BE ASTM A706 GRADE 60.  \nNEW PREFABRICATED PEDESTRIAN  \nBRIDGE.LOCATION OF BRIDGE FOOTINGS  \nTO BE DETERMINED IN FIELD.一  \n## EARTHWORK AND FOUNDATION PREPARATION\n\n1.REFER TO FINAL GEOTECHNICAL REPORT CRYSTAL CREEK BRIDGE REPLACEMENT BY HWA  \n2.IF AREAS BELOW THE REQUIRED EXCAVATION DEPTH PER THESE PLANS CONSIST OF WOODYDEBRIS OR ORGANIC SOILS,OVEREXCAVATE THE SOILS AND REPLACE WITH EITHER STRUCTURALFILL OR NATIVE SOILS PER THE REQUIREMENTS OF THE GEOTECHNICAL REPORT.  \n3.  STRUCTURAL FILL BELOW FOOTINGS SHALL BE IN ACCORDANCE WITH THE STANDARD SPECSECTION 9-03.9(3).  \n### EXISTING TIMBER BRIDGE\n\nTHE FOOTINGS PER THE REQUIREMENTS OF THE GEOTECHNICAL REPORT.  \nATH:  \n\n| NoT.ScALEcooicE   |  | Parametrix  \u003Cbr>MENTALSCIENCES   |\n| --- | --- | --- |\n| LE NAME⁶14 S1   |  |  |\n|  |  | 71292N943ENUE,SUTE 200 I EATTLE,WA 98104  \u003Cbr>WWW.PARAMETRIX.COM   |\n| JoBNO:1521-61   |  |  |\n| DATE   202   |  |  |\n\n\n| D   | REMSIONS   | DATE   |  | DESA.MENDOZA   |\n| --- | --- | --- | --- | --- |\n|  |  |  |  |  |\n|  |  |  |  | DRA.MENDOZA   |\n|  |  |  |  |  |\n|  |  |  |  | gSK SCHLACHTER   |\n|  |  |  |  |  |\n|  |  |  |  | APROMENDOZA   |\n|  |  |  |  |  |\n\n\n| PEDESTRIAN BRIDGE  \u003Cbr>PLAN,PROFILE,AND DETAILS   |\n| --- |\n\n\n| PROJECT NAME  \u003Cbr>BACK COUNTRY TRAILS  \u003Cbr>CRYSTAL CREEK  \u003Cbr>PEDESTRIAN BRIDGE REPLACEMENT  \u003Cbr>KING COUNTY   |\n| --- |\n\n\n| AOF1   |\n| --- |\n| S1   |","cbCaislr5xSRUevu","https://ap.wps.com/l/cbCaislr5xSRUevu","pdf",1547066,"English","# General Notes\n## Earthwork and Foundation Preparation\n## Structural Steel and Concrete Standards\n# Bridge Profile and Details","[{\"question\":\"What are the primary materials for the new bridge structure?\",\"answer\":\"The bridge is a prefabricated truss-style weathering steel superstructure with Fiber Reinforced Polymer (FRP) decking.\"},{\"question\":\"What is the total length of the new bridge?\",\"answer\":\"The bridge has a total length of 80 feet, measured end to end.\"},{\"question\":\"How should the bridge footings be positioned?\",\"answer\":\"The exact location of the bridge footings is to be determined in the field based on final geotechnical reports and requirements.\"}]","Crystal Creek Pedestrian Bridge Replacement - Project Plans | PDF"]