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011::I•nCll. Qkll• FAlfll•Wllllrll. II1II.AILlfllll ii::1ii,,,,A''bii4i14iiiNG ANTI II,AII VII.II ..all"I1�II,:INtt <br />f/itd� FiAl4 ii'ACiiii iilfiiii:S 11k11:Vii.ii..011'11M11'Nlf iiNiVIS1101N <br />APPLICABLE TEST STANDARDS FOR WHICH AGENCY IS APPROVED <br />By checking "yes" in Tables 1 through B below, the applicant verifies that the agency has the equipment and qualified <br />personnel to perform the indicated testing. ONLY mark tests that are listed in accreditation certificate or DSA-LEA. <br />1 <br />SOILS AND FOUNDATION$ <br />Tests <br />Yes <br />Standard <br />Test Procedure <br />Yes <br />Standard <br />Test Procedure <br />® <br />a. <br />I ASTM D 421 <br />Dry Prep of Soil <br />® <br />b. <br />ASTM D 422 <br />Particle Size Analysts <br />J <br />c. <br />ASTM D 558 <br />Moisture Density of Soil Cement <br />Mixtures <br />d. <br />ASTM D 698 <br />Compaction of Soil -Standard <br />No. 200 Wash <br />❑ <br />e. <br />ASTM D 854 <br />Specific Gravity of Soil <br />© <br />f. <br />ASTM D 1140 <br />J <br />g. <br />AS I M D 1143 <br />Deep Foundations— Axial Compression <br />® <br />h. <br />AS I M U 1bb6 <br />Uensity of Soils- Sand Cone <br />® <br />i. <br />ASTM D 1557 <br />IS011 Compaction- Modified <br />❑ <br />j. <br />ASTM D 1883 <br />CBR Lab. Compacted Soils <br />® <br />k. <br />ASTM D 2166 <br />Unconfined Compressive <br />Strength/Moisture content <br />© <br />I. <br />ASTM D 2216 <br />Water Content of Soil <br />m. <br />ASTM D 2419 <br />Sand Equivalent Value <br />sd <br />n. <br />ASTM D 2434 <br />Permeability of Granular Soils <br />® <br />o. <br />ASTM D 2435 <br />Consolidation Test <br />®p. <br />ASTM D 2487 <br />Classification of Sails <br />'yj <br />q. <br />ASTM D 2488 <br />Identification of Soil Visual <br />r. <br />ASTM D 2844 <br />Resistance R-Value R Fx . Pressure <br />❑ <br />s. <br />ASTM D 2850 <br />Unconsolidated, Undrained Triaxial <br />❑ <br />t. <br />ASTM D 2974 <br />Organic Content <br />® <br />u. <br />ASTM D 3080 <br />Direct Shear <br />V. <br />ASTM D'3441 <br />Cone Penetration Test (CPT) <br />71 <br />w. <br />ASTM D 3689 <br />Dee Foundations- Axial Tension <br />x. <br />ASTM D 3744 <br />DurabilityIndex <br />J <br />ASTM D 3966 <br />Deep Foundations -Lateral Loads <br />z. <br />ASTM D 4318 <br />Liquid I Plastic Limit <br />❑ <br />aa. <br />ASTM D 4546 <br />Swell or Collapse Test <br />❑ <br />bb. <br />ASTM D 4643 <br />Microwave Moisture of Soils <br />J <br />cc. <br />ASTM D 4718 <br />Oversize Rock Correction <br />dd. <br />ASTM D 4767 <br />Triaxial Compression <br />.A <br />ee. <br />ASTM D 4629 <br />Expansion Index <br />ff. <br />I ASTM D 4945 <br />Deep Foundations - Dynamic Testing <br />I <br />gg. <br />ASTM D 5084 <br />Permeability of Soils <br />hh. <br />ASTM D 5778 <br />Friction Cane and Piezocona Penetration <br />Test <br />71 <br />ii. <br />ASTM D 6913 <br />Gradation of Soil Using Sieve Analysis <br />n <br />jj. <br />ASTM D 6938 <br />Density of Soils - Nuclear Gage <br />rl <br />kk. <br />ASTM D 7D12 <br />Triaxial Compressive Strength of Rock <br />Core Specimens <br />n <br />It. <br />J <br />mm. <br />nn. <br />Tests that are in the lab's scope but are not listed above should be provided in the space(s) below. <br />Yes <br />Standard <br />Test Procedure <br />Yes <br />Standard <br />Test Procedure <br />r1 <br />a. <br />b. <br />J <br />c. <br />—, <br />d. <br />J <br />o. <br />L <br />I • p <br />STATE OF CALIFt M9-- rfVN1 <br />OSFi-I-L3-r W AA- 1 qp (G/2-W'o I eS) <br />_VZ V >017 <br />AND HUMAN SERVICES AGENCY <br />OPAA-001 )-1b' <br />