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0ll•II1C11 OII• SIfAF11::Wllllrll. 11lll:ALlf1111If1II....ANIIWIIING ANll.II..)II'VII.II )II"IMII 14I <br />'1/rd�hi�p� 7y� rs •.RAG;:, __11 11)11::::Vll::::IlSja w_::. h.N"T .Y vn'�al101M <br />2 <br />CONCRETE <br />Tests <br />Yes <br />Standard <br />Test Procedure <br />Yes <br />Standard <br />Test Procedure <br />❑ <br />a. <br />AASHTO M 201 <br />Moisture Rooms <br />❑ <br />b. <br />ACI 355.2 <br />Posl-Inslalled Mechanical Anchors <br />❑ <br />c. <br />ACI 355.4 <br />Adhesive. Anchors <br />❑ <br />d. <br />ACI 374.1 <br />Moment Frames <br />FF <br />e. <br />ACI ITG-5.1 <br />Post -Tensioned Precast Special <br />ells <br />Fl <br />f. <br />ASTM A 416 <br />Steel Strand <br />Tension and Bend <br />g. <br />ASTM A 615 <br />Tension Test <br />❑ <br />h. <br />ASTM A 706 <br />❑ <br />i. <br />ASTM A 970 <br />1 leaded Steel Bars - Bend <br />❑ <br />j. <br />ASTM A 1034 <br />Rebar Mechanical Splices <br />❑ <br />k. <br />ASTM C 29 <br />Unit Weight I Voids <br />® <br />I. <br />ASTM C 31 <br />Concrete Sampling - Field <br />M. <br />2016 CBC <br />§1903A.b(1), <br />ASTM C33 <br />Appendix X1.3 <br />Evaluating Potential for Deleterious <br />Expansion Due to Alkali Reactivity of <br />an Aggregate. <br />❑ <br />n. <br />ASTM C 39 <br />Compressive Strength <br />❑ <br />o. <br />ASTM C 40 <br />Organic Impurities <br />Fl <br />p. <br />ASTM C 42 <br />oncrete Core <br />q• <br />ASTM 0 78 <br />Flexural Strength <br />17 <br />r. <br />ASTM C 88 <br />Sadiurri Sulfate Soundness <br />® <br />S. <br />ASTM C 117 <br />No. 200 Wash <br />® <br />t. <br />ASTM C 127 <br />Specific Gravity - Coarse <br />x' <br />U. <br />ASTM C 128 <br />Specific Gravity- Fine <br />I-1 <br />v. <br />ASTM C 131 <br />Degradation of Aggregate <br />d <br />W. <br />ASTM C 136 <br />Sieve Analysis Course I Fine <br />❑ <br />W. <br />ASTM C 138 <br />Density I Yield I Air Content <br />❑ <br />Y. <br />ASTM C 142 <br />Clay I Friable Particles <br />ISZ <br />Z. <br />ASTM C 143 <br />41umP <br />aa. <br />ASTM C 157 <br />Length Change <br />❑ <br />bb. <br />ASTM C 172 <br />Sampling Freshly Mixed Concrete <br />- <br />cc. <br />ASTM C 173 <br />Air Content (V) <br />❑ <br />dd. <br />ASTM C 174 <br />Measuring Thickness Using Drilled <br />oncrete Cares <br />Fx7 <br />ee. <br />ASTM C 192 <br />Making I Curing Specimens - Lab <br />n <br />ff. <br />ASTM C 231 <br />it Content (P) <br />❑ <br />gg. <br />ASTM C 295 <br />Petrographic Analysis <br />❑ <br />hh. <br />ASTM C 495 <br />Lightweight Concrete <br />- <br />ii. <br />ASTM C 496 <br />Splitting Tensile <br />L' <br />jj. <br />ASTM C 511 <br />Moist Cure Rooms/Tanks <br />❑ <br />kk. <br />ASTM C 535 <br />LA Abrasion <br />❑ <br />it. <br />ASTM C 566 <br />Moisture Content of Aggregate <br />'- <br />mm. <br />ASTM C 567 <br />Density of Lightweight Aggregate <br />® <br />nn. <br />ASTM C 617 <br />apping Concrete Specimens <br />❑ <br />oo. <br />ASTM C 702 <br />Reducing Aggregate Samples <br />IR <br />pp. <br />ASTM C 1064 <br />TemperatUre <br />qq. <br />ASTM C 1140 <br />Shotcrete Compression <br />X <br />rr. <br />ASTM C 1231 <br />Unbonded Caps <br />G <br />SS. <br />ASTM C 1252 <br />Uncompacted Void Content <br />❑ <br />tt. <br />ASTM C 1260 <br />Nkali Reactivity of Aggregate <br />uu. <br />ASTM C 1293 <br />Length Change due to Alkali -Silica <br />Reaction <br />❑ <br />vv. <br />ASTM C 1542 <br />Measuring Length of Cores <br />ww. <br />ASTM C 1602 <br />titer <br />LJ <br />XX• <br />ASTM C 1604 <br />5hotcrete Core <br />yy. <br />ASTM D 75 <br />Sampling Aggregate <br />O <br />zZ• <br />ASTM D 1560 <br />Stabilometer Value <br />© <br />aaa. <br />ASTM D 1561 <br />Prep for HMA Test Specimens <br />® <br />bbb. <br />ASTM D 2041 <br />Maximum Theo. Specific Gravity <br />7 <br />cce. <br />ASTM D 2419 <br />Sand Equivalont Valuo <br />® <br />ddd• <br />ASTM D 2726 <br />Specific Gravity of Marshall Sample <br />❑ <br />eee. <br />ASTM D 2950 <br />In -Situ Density with Nuc. Gauge <br />❑ <br />fff. <br />ASTM D 3039 <br />1 ensile Strength of FHP <br />STArE OF CAUFMN1A-Yfr:AL <br />pSH-Fp-OF'PJ';19n (g3101[?nl �) <br />d!3C?OI4 <br />AND HUMAN SERVICES AGENCY <br />OPAA-604 '-1!; <br />