{"id":443,"date":"2023-05-15T20:38:11","date_gmt":"2023-05-15T20:38:11","guid":{"rendered":"https:\/\/aitl-int.com\/?page_id=443"},"modified":"2023-05-30T06:47:59","modified_gmt":"2023-05-30T06:47:59","slug":"soil-aggregates-and-rocks","status":"publish","type":"page","link":"https:\/\/www.aitl-int.com\/?page_id=443","title":{"rendered":"Soil, Aggregates, and rocks"},"content":{"rendered":"<h2><span style=\"color: #5b8fdb;\">SOIL &amp; AGGREGATE<\/span><\/h2>\n<p style=\"font-weight: 400;\">AITL experts can perform #asphalt, soil and aggregate mechanical test methods which include Moisture Density Relationship (e.g., Proctor test) to Bearing Ratio (CBR) of Soils and Friability to Mechanical &amp; Chemical Soundness of aggregates, Bitumen Extraction to Marshall Stability Test. Some other tests are mentioned below:<\/p>\n<ul>\n<li style=\"font-weight: 400;\">Field Density Test\/ Compaction Test<\/li>\n<li style=\"font-weight: 400;\">Sieve Analysis<\/li>\n<li style=\"font-weight: 400;\">Liquid Limit<\/li>\n<li style=\"font-weight: 400;\">\u00a0Standard &amp; Modified Proctor<\/li>\n<li style=\"font-weight: 400;\">\u00a0Specific Gravity<\/li>\n<li style=\"font-weight: 400;\">\u00a0Clay Lumps &amp; Friable Particles<\/li>\n<li style=\"font-weight: 400;\">\u00a0California Bearing Ratio<\/li>\n<li style=\"font-weight: 400;\">\u00a0Soundness<\/li>\n<li style=\"font-weight: 400;\">\u00a0Los Angeles Abrasion &amp; More<\/li>\n<\/ul>\n<table style=\"font-weight: 400; height: 516px;\" width=\"1007\">\n<tbody>\n<tr>\n<td width=\"425\">\n<p style=\"text-align: center;\"><span style=\"color: #5b8fdb;\"><strong>Test Name<\/strong><\/span><\/p>\n<\/td>\n<td style=\"text-align: center;\" width=\"141\"><span style=\"color: #5b8fdb;\"><strong>ASTM Method<\/strong><\/span><\/td>\n<td width=\"114\">\n<p style=\"text-align: center;\"><span style=\"color: #5b8fdb;\"><strong>BS Method<\/strong><\/span><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td width=\"425\">Sampling Aggregates<\/td>\n<td width=\"141\">\n<p style=\"text-align: center;\">ASTM D75<\/p>\n<\/td>\n<td width=\"114\">\n<p style=\"text-align: center;\">BS EN 932-1<\/p>\n<\/td>\n<\/tr>\n<tr>\n<td width=\"425\">Reducing Samples of Aggregate to Testing Size<\/td>\n<td width=\"141\">\n<p style=\"text-align: center;\">ASTM C702<\/p>\n<\/td>\n<td width=\"114\">\n<p style=\"text-align: center;\">BS EN 932-2<\/p>\n<\/td>\n<\/tr>\n<tr>\n<td width=\"425\">Aggregate Moisture Content<\/td>\n<td width=\"141\">\n<p style=\"text-align: center;\">&#8211;<\/p>\n<\/td>\n<td width=\"114\">\n<p style=\"text-align: center;\">BS 812-109<\/p>\n<\/td>\n<\/tr>\n<tr>\n<td width=\"425\">Sieve Analysis of Fine and Coarse Aggregates<\/td>\n<td width=\"141\">\n<p style=\"text-align: center;\">ASTM C136<\/p>\n<\/td>\n<td width=\"114\">\n<p style=\"text-align: center;\">BS EN 933-1<\/p>\n<\/td>\n<\/tr>\n<tr>\n<td width=\"425\">Material Finer than 75-\u00b5m Sieve and 63-\u00b5m Sieve in Aggregates by Washing<\/td>\n<td width=\"141\">\n<p style=\"text-align: center;\">ASTM C117<\/p>\n<\/td>\n<td width=\"114\">\n<p style=\"text-align: center;\">BS EN 933-2<\/p>\n<\/td>\n<\/tr>\n<tr>\n<td width=\"425\">Clay Lumps and Friable Particles in Aggregates<\/td>\n<td width=\"141\">\n<p style=\"text-align: center;\">ASTM C142<\/p>\n<\/td>\n<td width=\"114\">\n<p style=\"text-align: center;\">&#8211;<\/p>\n<\/td>\n<\/tr>\n<tr>\n<td width=\"425\">Degradation of Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine<\/td>\n<td width=\"141\">\n<p style=\"text-align: center;\">ASTM C131 \/ C535<\/p>\n<\/td>\n<td width=\"114\">\n<p style=\"text-align: center;\">&#8211;<\/p>\n<\/td>\n<\/tr>\n<tr>\n<td width=\"425\">Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate<\/td>\n<td width=\"141\">\n<p style=\"text-align: center;\">ASTM C88<\/p>\n<\/td>\n<td width=\"114\">\n<p style=\"text-align: center;\">BS 812-121<\/p>\n<\/td>\n<\/tr>\n<tr>\n<td width=\"425\">Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate<\/td>\n<td width=\"141\">\n<p style=\"text-align: center;\">ASTM C127<\/p>\n<\/td>\n<td width=\"114\">\n<p style=\"text-align: center;\">BS EN 1097-6<\/p>\n<\/td>\n<\/tr>\n<tr>\n<td width=\"425\">Density, Relative Density (Specific Gravity), and Absorption of Fine Aggregate<\/td>\n<td width=\"141\">\n<p style=\"text-align: center;\">ASTM C128<\/p>\n<\/td>\n<td width=\"114\">\n<p style=\"text-align: center;\">BS EN 1097-7<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"excerpt":{"rendered":"<p class=\"tx-excerpt\">SOIL &amp; AGGREGATE AITL experts can perform #asphalt, soil and aggregate mechanical test methods which include Moisture Density Relationship (e.g., Proctor test) to Bearing Ratio (CBR) of Soils and Friability to Mechanical &amp; Chemical Soundness...<\/p>","protected":false},"author":1,"featured_media":0,"parent":441,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-443","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.aitl-int.com\/index.php?rest_route=\/wp\/v2\/pages\/443","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.aitl-int.com\/index.php?rest_route=\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.aitl-int.com\/index.php?rest_route=\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.aitl-int.com\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.aitl-int.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=443"}],"version-history":[{"count":3,"href":"https:\/\/www.aitl-int.com\/index.php?rest_route=\/wp\/v2\/pages\/443\/revisions"}],"predecessor-version":[{"id":768,"href":"https:\/\/www.aitl-int.com\/index.php?rest_route=\/wp\/v2\/pages\/443\/revisions\/768"}],"up":[{"embeddable":true,"href":"https:\/\/www.aitl-int.com\/index.php?rest_route=\/wp\/v2\/pages\/441"}],"wp:attachment":[{"href":"https:\/\/www.aitl-int.com\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=443"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}