{"id":2607,"date":"2025-12-30T12:50:50","date_gmt":"2025-12-30T09:50:50","guid":{"rendered":"https:\/\/mekyal.sa\/?post_type=project&#038;p=2607"},"modified":"2026-01-05T08:06:25","modified_gmt":"2026-01-05T05:06:25","slug":"%d8%a7%d8%ae%d8%aa%d8%a8%d8%a7%d8%b1-%d8%a7%d9%84%d8%aa%d8%b1%d8%a8%d8%a9","status":"publish","type":"project","link":"https:\/\/mekyal.sa\/en\/project\/%d8%a7%d8%ae%d8%aa%d8%a8%d8%a7%d8%b1-%d8%a7%d9%84%d8%aa%d8%b1%d8%a8%d8%a9\/","title":{"rendered":"SOIL TESTING"},"content":{"rendered":"<p><span style=\"font-weight: 400;\">LAB TESTING<\/span><\/p>\n<p><span style=\"font-weight: 400;\">Determination of Water (Moisture) Content of Soil and Rock by Mass Determination of Water (Moisture) Content of Soil and Rock by Mass<\/span><\/p>\n<p><span style=\"font-weight: 400;\">Liquid Limit, Plastic Limit, and Plasticity Index of Soils<\/span><\/p>\n<p><span style=\"font-weight: 400;\">Laboratory Compaction Characteristics of Soil Using Modified Effort<\/span><\/p>\n<p><span style=\"font-weight: 400;\">ASTM D422<\/span><\/p>\n<p><span style=\"font-weight: 400;\">ASTM D2216<\/span><\/p>\n<p><span style=\"font-weight: 400;\">ASTM D4318<\/span><\/p>\n<p><span style=\"font-weight: 400;\">ASTM D1557<\/span><\/p>\n<p><span style=\"font-weight: 400;\">Laboratory Compaction Characteristics of Soil Using Standard Effort<\/span><\/p>\n<p><span style=\"font-weight: 400;\">ASTM D698<\/span><\/p>\n<p><span style=\"font-weight: 400;\">California Bearing Ratio of Laboratory Compacted Soil<\/span><\/p>\n<p><span style=\"font-weight: 400;\">Specific Gravity of Soil Solids by Water Pycnometer<\/span><\/p>\n<p><span style=\"font-weight: 400;\">ASTM D1883<\/span><\/p>\n<p><span style=\"font-weight: 400;\">ASTM D854<\/span><\/p>\n<p><span style=\"font-weight: 400;\">ASTM D3282<\/span><\/p>\n<p><span style=\"font-weight: 400;\">Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes<\/span><\/p>\n<p><span style=\"font-weight: 400;\">Amount of Material Finer Than No. 200 Sieve<\/span><\/p>\n<p><span style=\"font-weight: 400;\">ASTM D3282<\/span><\/p>\n<p><span style=\"font-weight: 400;\">Determination of Water (Moisture) Content of Soil and Rock by Mass<\/span><\/p>\n<p><span style=\"font-weight: 400;\">ASTM D3282<\/span><\/p>\n<p><span style=\"font-weight: 400;\">FIELD TESTING<\/span><\/p>\n<p><span style=\"font-weight: 400;\">Density and Unit Weight of Soil in Place by Sand Cone Method<\/span><\/p>\n<p><span style=\"font-weight: 400;\">ASTM D422<\/span><\/p>\n<p>&nbsp;<\/p>","protected":false},"featured_media":2625,"template":"","meta":{"inline_featured_image":false,"footnotes":""},"project_cat":[25,23],"class_list":["post-2607","project","type-project","status-publish","has-post-thumbnail","hentry","project_cat-25","project_cat-23"],"acf":[],"_links":{"self":[{"href":"https:\/\/mekyal.sa\/en\/wp-json\/wp\/v2\/project\/2607","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/mekyal.sa\/en\/wp-json\/wp\/v2\/project"}],"about":[{"href":"https:\/\/mekyal.sa\/en\/wp-json\/wp\/v2\/types\/project"}],"version-history":[{"count":3,"href":"https:\/\/mekyal.sa\/en\/wp-json\/wp\/v2\/project\/2607\/revisions"}],"predecessor-version":[{"id":2646,"href":"https:\/\/mekyal.sa\/en\/wp-json\/wp\/v2\/project\/2607\/revisions\/2646"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/mekyal.sa\/en\/wp-json\/wp\/v2\/media\/2625"}],"wp:attachment":[{"href":"https:\/\/mekyal.sa\/en\/wp-json\/wp\/v2\/media?parent=2607"}],"wp:term":[{"taxonomy":"project_cat","embeddable":true,"href":"https:\/\/mekyal.sa\/en\/wp-json\/wp\/v2\/project_cat?post=2607"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}