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Specifies required cable clamp model and rated breaking strength, concrete and rebar requirements (minimum 4000 PSI concrete, 30\" concrete depth, 2\" cover), and installation torque limits for clamp bolts and U-bolts. Includes proprietary/confidential usage notice and references a Calspan crash test under ASTM F2656-20 with M30 impact designation.",{"@graph":69,"@context":122},[70,84,105],{"@type":71,"itemListElement":72},"BreadcrumbList",[73,77,79,82],{"item":74,"name":75,"@type":76,"position":8},"https://docshare.wps.com","Home","ListItem",{"item":78,"name":9,"@type":76,"position":14},"https://docshare.wps.com/document/",{"item":80,"name":30,"@type":76,"position":81},"https://docshare.wps.com/document/technology/",3,{"item":83,"name":65,"@type":76,"position":19},"https://docshare.wps.com/document/atlas-m30-cable-barrier-drawing-construction-drawing-for-m30p2-post-and-cable-fence/663538/",{"url":83,"name":65,"@type":85,"image":86,"author":91,"headline":65,"publisher":94,"fileFormat":97,"inLanguage":63,"description":67,"dateModified":98,"datePublished":99,"encodingFormat":97,"isAccessibleForFree":100,"interactionStatistic":101},"DigitalDocument",{"url":87,"@type":88,"width":89,"height":90},"https://docshare.wps.com/thumbnails/atlas-m30-cable-barrier-drawing-construction-drawing-for-m30p2-post-and-cable-fence/663538.png","ImageObject",300,407,{"name":92,"@type":93},"นรินทร์","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-28",true,{"@type":102,"interactionType":103,"userInteractionCount":81},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What crash rating and impact condition does the M30 cable barrier drawing target?","Question",{"text":112,"@type":113},"The document specifies M30/P2 crash rating with an M30 impact condition designation for vehicle crash testing under ASTM F2656-20.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What are the concrete and rebar minimum requirements for the posts?",{"text":117,"@type":113},"Concrete must be minimum 4000 PSI, with posts filled with 30\" of concrete (stopping 3\" from the bottom cable hole). All rebar requires a minimum 2\" concrete cover.",{"name":119,"@type":110,"acceptedAnswer":120},"What torque limits are stated for the cable clamp bolts and U-bolts?",{"text":121,"@type":113},"Cable clamp bolts are tightened to 230 foot-pounds torque. U-bolts must be tightened so cables cannot be hand pulled through the support post, with a maximum torque not exceeding 10 foot-pounds.","https://schema.org",{"og:url":83,"og:type":124,"og:title":65,"og:site_name":95,"og:description":67},"article",{"robots":126,"canonical":83},"index,follow",{"doc_id":128,"site_id":62},663538,1793229026,{"code":4,"msg":5,"data":131},{"doc_id":128,"user_id":132,"nickname":92,"user_avatar":133,"doc_module":4,"category_id":29,"category_name":30,"doc_title":65,"doc_description":67,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":81,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":29,"language":139,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":140,"faqs":141,"seo_title":142,"seo_description":67,"update_tm":129,"read_time":143},2336475104957,"https://ap-avatar.wpscdn.com/avatar/22000c4c6bd8a5076e1?x-image-process=image/resize,m_fixed,w_180,h_180&k=1787554080175789136","| CABLE FENCE\u003Cbr>CRASH RATING (M30/P2)\u003Cbr>(15,000 LBS TRUCKS @ 30 MPH)\u003Cbr>|\n| --- |\n| |\n|  |\n\n\n|  192'   10' MAX \u003Cbr>8 63\" |\n| --- |\n| \u003Cbr>\u003Cbr>.\u003Cbr>\u003Cbr>|\n| \u003Cbr>End Post Cable Support Post End Post\u003Cbr>FRONT VIEW\u003Cbr>SIDE VIEW\u003Cbr>\u003Cbr>End Post\u003Cbr>SECURE SIDE\u003Cbr>ATTACK SIDE\u003Cbr>\u003Cbr>\u003Cbr>Cable Support Post\u003Cbr>Post Top/Cap\u003Cbr>\u003Cbr>End Post\u003Cbr>\u003Cbr>TOP VIEW\u003Cbr>NOTES\u003Cbr>1) ALL MATERIALS ( POST, CABLES AND TERMINATION HARDWARE) WILL BE PROVIDED BY ATLAS,\u003Cbr>\u003Cbr>CABLE CLAMP \u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>ATLAS SPI CABLE CLAMP, ASPI-CLAMP-0 .75 RATED AT 58,800 LBS CABLE BREAKING STRENGTH.\u003Cbr>\u003Cbr>\u003Cbr>2.5\u003Cbr>72\u003Cbr>3/4\" Cable\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>CABLE SUPPORT POST (SS40 CHAIN-LINK FENCE POST)\u003Cbr>REINFORCEMENT BARS AND CONCRETE PROVIDED BY OTHER.\u003Cbr>2) THE CONCRETE SHALL BE MINIMUM OF 4000 PSI, POST SHALL BE FILLED WITH 30\" OF CONCRETE (STOP 3\" FROM BOTTOM CABLE HOLE) .\u003Cbr>3) ALL REBAR SHALL HAVE A MINIMUM OF 2\" CONCRETE COVER, SEE REBAR DRAWINGS.\u003Cbr>4) ATLAS SECURITY PRODUCTS INC'S CABLE CLAMP, ASPI CLAMP-0 .75 SHALL BE USE FOR TERMINATION OF CABLE IN THE END AND TERMINAL POSTS. CABLE CLAMP BOLTS SHALL BE TIGHTENED TO 230 FOOT-POUNDS TORQUE.\u003Cbr>5) U-BOLTS SHALL BE TIGHTENED UNTIL CABLES CAN NOT BE HAND PULLED THRU THE CABLE SUPPORT POST U-BOLTS, MAXIMUM TORQUE SHALL NOT EXCEED 10 FOOT-POUNDS.\u003Cbr>THIS INFORMATION IS PROPRIETARY AND CONFIDENTIAL TO ATLAS SECURITY PRODUCTS, INC. (ASPI) AND IS ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHOM IT WAS DELIVERED. NO PART OF THIS DOCUMENT MAY BE DISTRIBUTED, REPRODUCED OR UTILIZED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, INCLUDING PHOTOCOPYING, WITHOUT WRITTEN PERMISSION FROM ASPI. THIS DOCUMENT IS TO BE RETURNED TO ASPI ON REQUEST.\u003Cbr>ATLAS SECURITY PRODUCTS INC.\u003Cbr>ATLASBARRIERS.COM P.O. BOX 59423, ROCKVILLE, MD 20859 PH\\#: 866-47-ATLAS NAME OF CLIENT PROJECT / MACHINE NAME DATE REF DRG NO : D R N 05-01-2021 TITLE :\u003Cbr>CONSTRUCTION DRAWING\u003Cbr>FOR M30/P2 POST AND CABLE FENCE SIZE C H K D A-3 A P P D W O N O UNIT SCALE DRG NO : ASPI-CFC-M30P2 REV. NO INCHES NTS |\n\n30\"  \n12\"  \n 36   \nFinish Surface  \n12\"  \n30\"  \n6\"  \n192'  \n192'  \n60\"  \n44\"  \nEnd Post  \nCable Support Post  \nTerminal Post  \nCable Support Post  \nEnd Post  \nFRONT VIEW  \nSIDE VIEW  \n12\"  \n| 24\" |  |\n| --- | --- |\n|  |  |\n\nSECURE SIDE  \nATTACK SIDE  \nPost Top/Cap  \nEnd Post Cable Support Post Terminal Post Cable Support Post End Post  \nTOP VIEW  \nNOTES  \n1) ALL MATERIALS ( POST, CABLES AND TERMINATION HARDWARE) WILL BE PROVIDED BY ATLAS,  \nATLAS SPI CABLE CLAMP, ASPI-CLAMP-0 .75 RATED AT 58,800 LBS CABLE BREAKING STRENGTH.  \n2.5  \n3/4\" Cable  \n72  \nCABLE SUPPORT POST (SS40 CHAIN-LINK FENCE POST)  \nREINFORCEMENT BARS AND CONCRETE PROVIDED BY OTHER. THIS INFORMATION IS PROPRIETARY AND CONFIDENTIAL TO ATLAS SECURITY PRODUCTS, INC. (ASPI) AND IS ONLY FOR THE  \n2) THE CONCRETE SHALL BE MINIMUM OF 4000 PSI, POST SHALL BE FILLED WITH 30\" OF CONCRETE (STOP 3\" FROM BOTTOM CABLE HOLE) .  \n3) ALL REBAR SHALL HAVE A MINIMUM OF 2\" CONCRETE COVER, SEE REBAR DRAWINGS.  \n4) ATLAS SECURITY PRODUCTS INC'S CABLE CLAMP, ASPI CLAMP-0 .75 SHALL BE USE FOR TERMINATION OF CABLE IN THE END AND TERMINAL POSTS. CABLE CLAMP BOLTS SHALL BE TIGHTENED TO 230 FOOT-POUNDS TORQUE.  \n5) U-BOLTS SHALL BE TIGHTENED UNTIL CABLES CAN NOT BE HAND PULLED THRU THE CABLE SUPPORT POST U-BOLTS, MAXIMUM TORQUE SHALL NOT EXCEED 10 FOOT-POUNDS.  \nUSE OF THE INDIVIDUAL OR ENTITY TO WHOM IT WAS DELIVERED. NO PART OF THIS DOCUMENT MAY BE DISTRIBUTED, REPRODUCED OR UTILIZED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, INCLUDING PHOTOCOPYING, WITHOUT WRITTEN PERMISSION FROM ASPI. THIS DOCUMENT IS TO BE RETURNED TO ASPI ON REQUEST.  \n\n| ATLAS SECURITY PRODUCTS INC.\u003Cbr>ATLASBARRIERS.COM P.O. BOX 59423, ROCKVILLE, MD 20859 PH\\#: 866-47-ATLAS |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- |\n| NAME OF CLIENT |  |  |  | |  |\n| PROJECT / MACHINE |  |  |  |  |  |\n|  | NAME | DATE | REF DRG NO : |  |  |\n| D R N |  | 05-01-2021 | TITLE :\u003Cbr>CONSTRUCTION DRAWING\u003Cbr>FOR","cbCaibZrDVoQnmaq","https://ap.wps.com/l/cbCaibZrDVoQnmaq","pdf",1570481,"English","# Front View\n# Side View\n# Top View\n# Notes and Installation Requirements\n## Material and Clamp Specifications\n## Concrete and Rebar Requirements\n## Torque and Assembly Requirements","[{\"question\":\"What crash rating and impact condition does the M30 cable barrier drawing target?\",\"answer\":\"The document specifies M30/P2 crash rating with an M30 impact condition designation for vehicle crash testing under ASTM F2656-20.\"},{\"question\":\"What are the concrete and rebar minimum requirements for the posts?\",\"answer\":\"Concrete must be minimum 4000 PSI, with posts filled with 30\\\" of concrete (stopping 3\\\" from the bottom cable hole). All rebar requires a minimum 2\\\" concrete cover.\"},{\"question\":\"What torque limits are stated for the cable clamp bolts and U-bolts?\",\"answer\":\"Cable clamp bolts are tightened to 230 foot-pounds torque. U-bolts must be tightened so cables cannot be hand pulled through the support post, with a maximum torque not exceeding 10 foot-pounds.\"}]","ATLAS M30 Cable Barrier Drawing - Construction Drawing For M30/P2 Post and Cable Fence | PDF",15]