[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-1-en-105":3,"doc-seo-564582-105":53,"doc-detail-564582-en":127},{"code":4,"msg":5,"data":6},0,"success",[7,14,19,24,29,34,39,44,49],{"id":8,"doc_module":9,"doc_module_name":10,"category_name":11,"show_sort_weight":12,"slug":13},11,1,"Template","Presentations",90,"presentations",{"id":15,"doc_module":9,"doc_module_name":10,"category_name":16,"show_sort_weight":17,"slug":18},12,"Resumes",80,"resumes",{"id":20,"doc_module":9,"doc_module_name":10,"category_name":21,"show_sort_weight":22,"slug":23},14,"Invoices",70,"invoices",{"id":25,"doc_module":9,"doc_module_name":10,"category_name":26,"show_sort_weight":27,"slug":28},15,"Posters",60,"posters",{"id":30,"doc_module":9,"doc_module_name":10,"category_name":31,"show_sort_weight":32,"slug":33},16,"Social Media",50,"social-media",{"id":35,"doc_module":9,"doc_module_name":10,"category_name":36,"show_sort_weight":37,"slug":38},17,"Forms",40,"forms",{"id":40,"doc_module":9,"doc_module_name":10,"category_name":41,"show_sort_weight":42,"slug":43},18,"Letters",30,"letters",{"id":45,"doc_module":9,"doc_module_name":10,"category_name":46,"show_sort_weight":47,"slug":48},21,"Paper Templates",5,"papers-templates",{"id":50,"doc_module":9,"doc_module_name":10,"category_name":51,"show_sort_weight":4,"slug":52},158,"General","general-158",{"code":4,"msg":54,"data":55},"ok",{"site_id":56,"language":57,"slug":58,"title":59,"keywords":60,"description":61,"schema_data":62,"social_meta":120,"head_meta":122,"extra_data":124,"updated_unix":126},105,"en","pipe-fill-height-chart-and-installation-details-standard-plan-603-1a","PIPE FILL HEIGHT CHART AND INSTALLATION DETAILS - Standard Plan 603-1A","","Standard plan 603-1A for round corrugated steel pipe and steel-and-aluminum pipe design criteria for highway bridge applications. Provides dead load and live load references, safety factors, backfill and soil stiffness requirements, and bearing pressure limits. Includes rivet and plate thickness selection guidance and a pipe fill height chart giving maximum fill heights above the top of pipe for various pipe diameters, waterway areas, and cover-to-surfacing conditions. Notes specify metric bracket units, installation measurements, and structural seam and weld constraints.",{"@graph":63,"@context":119},[64,80,102],{"@type":65,"itemListElement":66},"BreadcrumbList",[67,71,74,77],{"item":68,"name":69,"@type":70,"position":9},"https://docshare.wps.com","Home","ListItem",{"item":72,"name":10,"@type":70,"position":73},"https://docshare.wps.com/template/",2,{"item":75,"name":11,"@type":70,"position":76},"https://docshare.wps.com/template/presentations/",3,{"item":78,"name":59,"@type":70,"position":79},"https://docshare.wps.com/template/pipe-fill-height-chart-and-installation-details-standard-plan-603-1a/564582/",4,{"url":78,"name":59,"@type":81,"image":82,"author":87,"headline":59,"publisher":90,"fileFormat":93,"inLanguage":57,"description":61,"dateModified":94,"datePublished":95,"encodingFormat":93,"isAccessibleForFree":96,"interactionStatistic":97},"DigitalDocument",{"url":83,"@type":84,"width":85,"height":86},"https://docshare.wps.com/thumbnails/pipe-fill-height-chart-and-installation-details-standard-plan-603-1a/564582.png","ImageObject",442,249,{"name":88,"@type":89},"Miles","Person",{"url":68,"name":91,"@type":92},"DocShare","Organization","application/pdf","2026-10-21","2026-10-12",true,{"@type":98,"interactionType":99,"userInteractionCount":101},"InteractionCounter",{"@type":100},"ViewAction",6,{"@type":103,"mainEntity":104},"FAQPage",[105,111,115],{"name":106,"@type":107,"acceptedAnswer":108},"What loads and safety factors are referenced for the steel and aluminum pipe design?","Question",{"text":109,"@type":110},"The plan lists a dead load value of 120 pounds per square foot per foot of cover height and a live load designation HS 20-44 (MS 18). Safety factors are given as 3.0 for longitudinal seam strength, 2.0 for pipe wall buckling, and 2.0 for pipe wall area.","Answer",{"name":112,"@type":107,"acceptedAnswer":113},"How is maximum pipe fill height determined from the chart?",{"text":114,"@type":110},"Use the pipe diameter and the chart’s column values for the chosen minimum cover/top-of-pipe to top-of-surfacing condition. The chart provides the maximum fill height above the top of pipe for the selected diameter and plate/rivet thickness category.",{"name":116,"@type":107,"acceptedAnswer":117},"What general installation measurement and material notes apply?",{"text":118,"@type":110},"The notes instruct to measure fill height from the top of the pipe to the top of surfacing, and to not exceed maximum or minimum cover requirements. Additional constraints address seam and welding allowances and specify using metric bracket units in millimeters when shown.","https://schema.org",{"og:url":78,"og:type":121,"og:title":59,"og:site_name":91,"og:description":61},"article",{"robots":123,"canonical":78},"index,follow",{"doc_id":125,"site_id":56},564582,1792266753,{"code":4,"msg":5,"data":128},{"doc_id":125,"user_id":129,"nickname":88,"user_avatar":130,"doc_module":9,"category_id":8,"category_name":11,"doc_title":59,"doc_description":61,"doc_content":131,"file_id":132,"file_url":133,"file_type":134,"file_size":135,"view_count":101,"is_deleted":4,"is_public":9,"is_downloadable":9,"audit_status":9,"page_count":101,"language":136,"language_code":57,"site_id":56,"html_lang":57,"table_of_contents":137,"faqs":138,"seo_title":139,"seo_description":61,"update_tm":140,"read_time":73},13056703019404,"https://ap-avatar.wpscdn.com/davatar_29158cc5080c5b710cf443261637dec0","| DESIGN CRITERIA FOR STEEL AND ALUMINUM PIPE  \u003Cbr>A.A.S.H.T.O.1989 Standard Specifications  \u003Cbr>SPECIFICATIONS:  \u003Cbr>for Highway Bridges with 1990 and 1991 nterims.  \u003Cbr>DEAD LOAD:  \u003Cbr>120 pounds/per square foot per foot [19 kPa per  \u003Cbr>meter]of height of cover.  \u003Cbr>LIVE LOAD:  \u003Cbr>HS 20-44[MS 18]  \u003Cbr>SAFETY FACTORS:  \u003Cbr>3.0 for longitudinal seam strength.  \u003Cbr>2.0 for pipe wall buckling.  \u003Cbr>2.0 for pipe wall area.  \u003Cbr>BACKFILL:  \u003Cbr>Material compaction to 95%proctor density.  \u003Cbr>K=0.22 soil stiffness factor.  \u003Cbr>BEARING PRESSURE:2.0 tons per square foot [200 kPa]allowable cormer  \u003Cbr>pressure for arch pipe unless otherwise shown,  \u003Cbr>[See general notes]   |  | ROUND CORRUGATED STEEL PIPE   |  |  |  |  |  |  |  |  | *FOR 14 AND 16 GAGE THICKNESS;USE 3/8 IN RIVETS.  \u003Cbr>FOR 8,10 AND 12GAGE THICKNESS;USE 7/16 INRIVETS.  \u003Cbr>METRIC TABLE  \u003Cbr>*FOR[2.00]AND[1.63]THICKNESS;USE [10]DIA.RIVETS.  \u003Cbr>FOR [4.27],[3.51]AND[2.77]THICKNESS;USE [11]DIA.RIVETS.   |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |\n|  |  | 22/3 INX1/2 IN CORRUGATIONS  \u003Cbr>RIVETED,WELDED,OR HELICALFABRICATION   |  |  |  |  |  |  |  |  |  |  |\n|  |  | PIPE  \u003Cbr>DIAMETER   | WATERWAY  \u003Cbr>AREA   | MIN,COVER,  \u003Cbr>TOPOF PIPE  \u003Cbr>TO TOP OF  \u003Cbr>SURFACING   | RVET  \u003Cbr>PATTERN  \u003Cbr>*   | PLATE THICKNESS   |  |  |  |  |  |  |\n|  |  |  |  |  |  | 0.064 IN   |  0.079 IN   |  0.109 IN 0.138 IN 0.168 IN   |  |  |  |  |\n|  |  |  |  |  |  | 16 GA.   | 14 GA.   | 12GA.   | 10 GA.   | 8 GA.   |  |  |\n|  |  | IN   | FT2   | IN   | RVETS  \u003Cbr>PERFT.   | MAX.FILLHEIGHT ABOVE  \u003Cbr>TOP OF PIPE(FI)   |  |  |  |  |  |  |\n|  |  | 15   | 1.2   | 21   | 4.5   | 74   | 81   | 100   | 100   | 100   |  |  |\n|  |  | 18   | 1.8   | 21   | 4.5   | 62   | 67   | 87   | 91   | 95   |  |  |\n|  |  | 24   | 3.1   | 21   | 4.5   | 46   | 51   | 65   | 68   | 71   |  |  |\n|  |  | 30   | 4.9   | 21   | 4.5   | 37   | 40   | 52   | 54   | 57   |  |  |\n|  |  | 36   | 7.1   | 21   | 4.5   | 31   | 34   | 43   | 45   | 47   |  |  |\n|  |  | 42   | 9.6   | 21   | 9   | 34   | 47   | 74   | 78   | 81   |  |  |\n|  |  | 48   | 12.6   | 21   | 9   | 30   | 41   | 65   | 68   | 71   |  |  |\n|  |  | 54   | 15.9   | 21   | 9   |  | 37   | 58   | 60   | 63   |  |  |\n|  |  | 60   | 19.6   | 21   | 9   | -   | -   | 52   | 54   | 57   |  |  |\n|  |  | 66   | 23.8   | 21   | 9   | -   | -   | -   | 49   | 52   |  |  |\n|  |  | 72   | 28.3   | 21   | 9   | -   | -   |  | 45   | 48   |  |  |\n|  |  | 78   | 33.2   | 21   | 9   |  |  | -   | -   | 44   |  |  |\n|  |  | 84   | 38.5   | 21   | 9   | -   |  | -   | -   | 41   |  |  |\n| *FOR 14 AND 16 GAGE THICKNESS;USE 5/16IN RIVETS.  \u003Cbr>FOR8,10 AND 12GAGE THICKNESS;USE 3/8 IN RIVETS.  \u003Cbr>FOR 15 IN THRU 36 IN DIA.;USE SINGLE RIVETS.  \u003Cbr>FOR 42 INTHRU 84 INDIA.;USE DOUBLE RVETS.(TABLE VALUE INCLUDES BOTH ROWS)  \u003Cbr>GENERAL NOTES FOR STEELAND ALUMINUM PIPE  \u003Cbr>METRIC TABLE  \u003Cbr>Do not exceed maximum or minimum cover requirements.  \u003Cbr>For approaches only,1 ft[305]minimum cover for 15 in [375]through  \u003Cbr>24 in [600]diameter pipe.  \u003Cbr>Ensure the metal thickness for helical pipe is the same as required  \u003Cbr>for annular pipe.  \u003Cbr>Consider continuous lap seam and continuous welded seam equivalent  \u003Cbr>in strength to two fastenings per corrugation seam.  \u003Cbr>When 3 tons per ft²[300 kPa]corner pressure is required,the corner  \u003Cbr>pressure will be shown in the plans.Use this comer pressure only if  \u003Cbr>available foundation materials approved.Geology willprovide written  \u003Cbr>approval.  \u003Cbr>Spot welded longintudinal seams will not be allowed on corrugated  \u003Cbr>aluminum pipe.  \u003Cbr>Measure fll height from top of pipe to top of surfacing.   |  |  |  |  |  |  |  |  |  |  |  |  |\n|  | *FOR[2.00]AND[1.63]THICKNESS;USE [8]DIA.RIVETS.  \u003Cbr>FOR[4.27],[3.51]AND[2.77]THICKNESS;USE [10]DIA.RIVETS  \u003Cbr>FOR [375]THROUGH[900]DIA.;USE SINGLE RIVETS.  \u003Cbr>FOR[1050]THROUGH [2100]DiA.;USE DOUBLE RIVETS.(TABLE VALUE INCLUDES BOTH ROWS)   |  |  |  |  | ","cbCaik0BF3MbjEIT","https://ap.wps.com/l/cbCaik0BF3MbjEIT","pdf",3388433,"English","# Design criteria\n## Loads, safety factors, and backfill requirements\n## Rivet pattern and plate thickness guidance\n## Pipe fill height chart\n## General installation notes and metric units","[{\"question\":\"What loads and safety factors are referenced for the steel and aluminum pipe design?\",\"answer\":\"The plan lists a dead load value of 120 pounds per square foot per foot of cover height and a live load designation HS 20-44 (MS 18). Safety factors are given as 3.0 for longitudinal seam strength, 2.0 for pipe wall buckling, and 2.0 for pipe wall area.\"},{\"question\":\"How is maximum pipe fill height determined from the chart?\",\"answer\":\"Use the pipe diameter and the chart’s column values for the chosen minimum cover/top-of-pipe to top-of-surfacing condition. The chart provides the maximum fill height above the top of pipe for the selected diameter and plate/rivet thickness category.\"},{\"question\":\"What general installation measurement and material notes apply?\",\"answer\":\"The notes instruct to measure fill height from the top of the pipe to the top of surfacing, and to not exceed maximum or minimum cover requirements. Additional constraints address seam and welding allowances and specify using metric bracket units in millimeters when shown.\"}]","PIPE FILL HEIGHT CHART AND INSTALLATION DETAILS - Standard Plan 603-1A | PDF",1791842963]