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Use is limited to strict conformance to listed designs; “special” and “non-standard” bridges are prohibited, and only conventional abutment and superstructure details are included.",{"@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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bridge plans regarding bearings?","Question",{"text":63,"@type":64},"The design engineer must clearly designate all fixed and expansion bearings separately in the CED7 bridge plans.","Answer",{"name":66,"@type":61,"acceptedAnswer":67},"How is the expansion joint opening schedule determined?",{"text":68,"@type":64},"The schedule of expansion joint opening size must account for ambient air temperature at the time of setting the joint, using the temperature increments shown in the schedule.",{"name":70,"@type":61,"acceptedAnswer":71},"Are “special” or “non-standard” bridges allowed under the CED7 standard drawings?",{"text":72,"@type":64},"No. Fabricating or erecting “special” or “non-standard” bridges is strictly prohibited when using the CED7 bridge standard drawings.","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},649375,1792799607,{"code":4,"msg":82,"data":83},"success",[84,88,92,96,101,105,110,114,119,122,126],{"id":22,"doc_module":4,"doc_module_name":25,"category_name":85,"show_sort_weight":86,"slug":87},"Story & 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STANDARD DRAWINGS FOR THE FOUR BEAM  \u003Cbr>THE CED7 BRIDGE STANDARD DRAWINGS INCLUDE DETAILS FOR CONVENTIONAL ABUTMENT BRIDGES.THE DESIGN ENGINEER  \u003Cbr>COUNTY BRIDGEWITH 28'CLEAR ROADWAY SHALL BE EQUIVALENT TOMAKING REFERENCE TOTHE\"OKLAHOMADEPARTMENT  \u003Cbr>SHALL BE RESPONSIBLE FOR DETERMINING THE NUMBER AND LOCATION OF ALL EXPANSION JOINTS,EXPANSION BEARINGS AND  \u003Cbr>OF TRANSPORTATION(ODOT)2009 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION\",APPROVED BY THE U.S.  \u003Cbr>FIXED BEARINGS ONTHE BRIDGE.THE NUMBERAND LOCATIONOF ALLEXPANSION BEARINGS SHALL TAKE INTO ACCOUNT THE  \u003Cbr>DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION,JANUARY 4,2010.  \u003Cbr>MAXIMUM EXPANSION LENGTH ALLOWED AT THE BEARING AS SHOWN ON THE BEARING DETAIL SHEETS OF THE CED7 BRIDGE  \u003Cbr>DESIGN DATA:  \u003Cbr>STANDARD DRAWINGS.THE DESIGN ENGINEER SHALL CLEARLY DESIGNATE ALLFIXEDAND EXPANSION BEARINGS SEPARATELY  \u003Cbr>IN THE CED7 BRIDGE PLANS.  \u003Cbr>fc=4 KSI  \u003Cbr>CONCRETE CLASS AA  \u003Cbr>DISCLAIMER AND APPLICATION OF THE CED7 FOUR BEAM BRIDGE STANDARD DRAWINGS  \u003Cbr>-------------·fc=3 KSI  \u003Cbr>CONCRETE CLASS A---  \u003Cbr>THE DESIGN ENGINEER SHALL SHOW SEPARATELY INTHE CED7 BRIDGE PLANSASCHEDULE OFEXPANSION JOINT OPENING SIZE  \u003Cbr>THE STANDARD DRAWINGS FOR THE FOUR BEAM COUNTY BRIDGE WITH 28'CLEAR ROADWAY ARE TO BEUSED FOR \"STANDARD”  \u003Cbr>REINFORCING STEEL,AASHTO M 31(GRADE 60)-----  Fy=60 KSI  \u003Cbr>CORRESPONDING TOTHE AMBIENTAIR TEMPERATUREATTHE IME OF SETTINGTHE JOINT.THE SCHEDULE SHALLINCLUDE THE  \u003Cbr>TYPE COUNTY BRIDGES ONLY.EACH INDIVIDUAL DESIGN.DETAIL.NQTE.TALE OR PART QF INFORMATIONCONTAINED IN THE  \u003Cbr>STRUCTURAL STEEL,AASHTO M 270(GRADE 50W)----Fy=50 KSI  \u003Cbr>CED7 BRIDGE STANDARD DRAWINGS IS ONLYAPPLICABLE TOABRIDGE CONSTRUCTEDINSTRICT CONFORMANCE TOAL  \u003Cbr>INCREMENTS OF AMBIENTAIRTEMPERATURE SHOWNINTHE SCHEDULE SHALL RANGE FROM0°TO 120°FAHRENHEIT.A NOMINAL  \u003Cbr>LOADING:  \u003Cbr>RELEVANT DESIGNS,DETAILS,NOTES,TABLES AND INFORMATION CONTAINED IN THE COMPLETESET OF CED7 BRIDGE STANDARD  \u003Cbr>2\"OPENING SHALL CORRESPOND TO43°FAHRENHEIT FOR P.C.BEAM BRIDGES.  \u003Cbr>DRAWINGS ANDTHE ODOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION UNLESS SPECIFICALLY NOTED OTHERWISE  \u003Cbr>HL-93  \u003Cbr>IN THE CED7BRIDGE STANDARD DRAWINGS.BRIDGES WITHPROPERTIES THAT DO NOT CONFORM TO THE SCOPE OF THE CED7  \u003Cbr>20 PSF FUTURE WEARING SURFACE  \u003Cbr>BRIDGE STANDARDDRAWINGS SHALLB CONSIDERED”SPECIALOR \"NON-STANDARD\".SELECTING DESIGNS,DETAiLS,NOTES  \u003Cbr>LAYOUT OF CONCRETE TRAFFIC RAIL(TR3)  \u003Cbr>5PSF STAY⁴N-PLACEFORMS  \u003Cbr>TABLES AND INFORMATION FROM THE CED7 BRIDGE STANDARD DRAWINGS FOR USE IN DESIGNING,DETALLING,CONSTRUCTING,  \u003Cbr>THE DESIGNENGINEER SHALL SHOWALAYOUT OF THE CONCRETE TRAFFIC RAIL(TR3)SEPARATELYINTHE CED7 BRIDGEPLANS.  \u003Cbr>FABRICATING OR ERECTING \"SPECIAL\"OR\"NON-STANDARD\"BRIDGESIS STRICTLY PROHIBITED.  \u003Cbr>DESIGN:  \u003Cbr>THE DESIGN ENGINEER SHALL REFER TO THE DECK SLAB BAR LIST SHEETS IN THE CED7 BRIDGE STANDARD DRAWINGS FOR THE  \u003Cbr>AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,5TH EDITION WTH 2010 INTERIMS,  \u003Cbr>NUMBER OF INTERIOR POST AND LENGTH OF END POSTS CONTAINED IN THE CONCRETE TRAFFIC RAIL(TR3).  \u003Cbr>USE OF THE CED7 BRIDGE STANDARD DRAWINGS SHALL BE STRICTLY AT THE DISCRETION OF CIRCUIT ENGINEERING  \u003Cbr>EXCEPTAS MODIFIED BY CURRENT ODOT BRIDGE DIVISION DESIGN POLICIES.  \u003Cbr>DISTRICT7(CEDZ)WITHTHE DIRECTIONAND SUPERVISIONOFA\"DESIGN ENGINEER:\"THE DESIGNENGINEER SHALL BEA  \u003Cbr>ANSI/AASHTO/AWS D1.5 BRIDGE WELDING CODE  \u003Cbr>PROFESSIONAL ENGINEERREGISTEREDINTHE STATE OF OKLAHOMA.WHEN EMPLOYINGANY PART OF THE CED7 BRIDGE  \u003Cbr>THE FOLLOWING ODOT STANDARDS SHALL BE USED AS APPLICABLE:  \u003Cbr>STANDARD DRAWINGS.THE DESIGN ENGINEER SHALL BERESPONSIBLE FOR ENSURING THE CED7 BRIDGE STANDARD  \u003Cbr>LFD OPERATING RATING:REFERENCE BEAM DETAL SHEETS  \u003Cbr>|DRAWINGS ARE USED INAPROPER MANNERANDAPPLIED ONLY TO BRIDGES HAVING PROPERTIES THAT CONFORM TO THE  \u003Cbr>OTHER STANDARD DRAWINGS REQUIRED","cbCaie5xmeHJWRmi","https://ap.wps.com/l/cbCaie5xmeHJWRmi","pdf",439875,"English","# Scope of CED7 Four Beam Bridge Standard Drawings\n## Expansion joints, bearings, and scheduling\n## Concrete traffic rail (TR3) and design limits\n## Prohibited use and special/non-standard constraints","[{\"question\":\"What must the design engineer designate in the CED7 bridge plans regarding bearings?\",\"answer\":\"The design engineer must clearly designate all fixed and expansion bearings separately in the CED7 bridge plans.\"},{\"question\":\"How is the expansion joint opening schedule determined?\",\"answer\":\"The schedule of expansion joint opening size must account for ambient air temperature at the time of setting the joint, using the temperature increments shown in the schedule.\"},{\"question\":\"Are “special” or “non-standard” bridges allowed under the CED7 standard drawings?\",\"answer\":\"No. Fabricating or erecting “special” or “non-standard” bridges is strictly prohibited when using the CED7 bridge standard drawings.\"}]","CED7 Four Beam Bridge Expansion - Standard Specifications | PDF"]