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011::I•nCll. DIF: SIfd-@Ifll. Wllllrll. II1II.A1.Llfllll II..»II.,,,A 1141l'4IIING ANll,6 II,AII VII.II t..all"I1�II,:INtt <br />lii'AkCiiii iiFiiii:S iikii:Vii.ii..0ii'11Mii:NIT iDiMiSii0iM <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 Roonls <br />❑ <br />b. <br />ACI 355.2 <br />Post -Installed Mechanical Anchors <br />C. <br />ACI 355.4 <br />Adhcsivc Anchors <br />I Id. <br />ACI 374.1 <br />Momcnt Framcs <br />❑ <br />e. <br />ACI I I G-5.1 <br />Post -Tensioned Precast Special <br />Walls <br />❑ <br />f. <br />AS I M A 416 <br />Steel Strand <br />Tension and Bend <br />® <br />ASTM A 615 <br />Tension Test <br />® <br />h. <br />ASTM A 706 <br />n <br />1. <br />ASTM A 970 <br />lHeaded Steel Bars - Bend <br />(-1 <br />I j. <br />ASTM A 1034 <br />Rebar Mechanical Splices <br />® <br />k. <br />ASTM C 29 <br />Unit Weight I Voids <br />O <br />1. <br />ASTM C 31 <br />3oncrete Sampling - Field <br />® <br />M. <br />ASTM C 39 <br />Compressive Strength <br />❑ <br />n. <br />ASTM C 40 <br />rgani(: Impurities <br />x <br />o. <br />ASTM C 42 <br />Concrete Core <br />ix <br />P. <br />ASTM C 78 <br />Flexural Strength <br />N7 <br />CI. <br />ASTM C 88 <br />Sodium Sulfate Soundness <br />r. <br />ASTM C 117 <br />No. 200 Wash <br />x <br />S. <br />ASTM C 127 <br />Specific Gravity - Coarse <br />❑ <br />L <br />ASTM C 128 <br />Specific Gravity - Fine <br />U. <br />ASTM C 131 <br />Degradation of Aggregate <br />V. <br />ASTM C 136 <br />Sieve Analysis Course I Fine <br />W. <br />ASTM C 138 <br />Density I Yield I Air Content <br />x. <br />ASTM C 142 <br />Iay I Friable Particles <br />Y. <br />ASTM C 143 <br />Slump <br />17 <br />Z. <br />ASTM C 157 <br />en th Chan e <br />® <br />aa. <br />ASTM C 172 <br />Sampling Freshly Mixed Concrete <br />® <br />bb. <br />ASTM C 173 <br />kii Content V <br />❑ <br />cc. <br />ASTM C 174 <br />Measuring Thickness Using Drilled <br />Concrete Cores <br />® <br />dd. <br />ASTM C 192 <br />Making I Curing Specimens - Lab <br />x <br />ee. <br />ASTM C 231 <br />Air Content P <br />I-1 <br />ff. <br />ASTM C 295 <br />Petrographic Analysis <br />❑ <br />ASTM C 495 <br />Li htwei ht Concrete <br />❑ <br />hh. <br />ASTM C 4% <br />Splitting Tensile <br />ii. <br />ASTM C 511 <br />Moist Cure Rooms/Tanks <br />Ix <br />JL <br />ASTM C 535 <br />LA Abrasion <br />2S <br />kk. <br />ASTM C 566 <br />Moisture Content of Aggregate <br />❑ <br />II. <br />ASTM C 567 <br />Density of Lightweight Aggregate <br />7 <br />num. <br />ASTM C 617 <br />Capping Concrete Specimens <br />17 <br />nn. <br />ASTM C 702 <br />Reducing Aggregate Samples <br />OD. <br />ASTM C 1064 <br />Temperature <br />F1 <br />pp. <br />ASTM C 1140 <br />Shotcrete Compression <br />® <br />qq. <br />ASTM C 1231 <br />Unbonded Caps <br />E <br />rr. <br />ASTM C 1292 <br />Um.onipacted Void Content <br />❑ <br />SS. <br />ASTM C 1260 <br />kali Reactivity of Aggregate <br />El <br />tt. <br />ASTM C 1293 <br />Length Change due to Alkali -Silica <br />Reaction <br />❑ <br />uu. <br />ASTM C 1542 <br />Measuring Length of Cores <br />❑ <br />w. <br />ASTM C 1602 <br />ater <br />❑ <br />ww. <br />ASTM C 1604 <br />Shotcrete Core <br />® <br />xx. <br />ASTM D 75 <br />Sampling Aggregate <br />yy. <br />ASTM D 1560 <br />Stabilometer Value <br />n <br />zz. <br />ASTM D 1561 <br />Prep for HMA Test Specimens <br />® <br />aaa. <br />ASTM D 2041 <br />Maximum Theo. Specific Gravity <br />® <br />bbb. <br />ASTM D 2419 <br />and Equivalent Value <br />7 <br />ccc. <br />ASTM D 2726 <br />Specific Gravity of Marshall Sample <br />❑ <br />ddd. <br />ASTM D 2950 <br />In -Situ Density with Nuc. Gauge <br />eee. <br />ASTM D 3039 <br />Tensile Strength of FRP <br />❑ <br />fff. <br />ASTM D 3203 <br />Percent Air Voids <br />x <br />ggg. <br />ASTM D 3744 <br />Aggregate Durability Index <br />F1 <br />hhh. <br />ASTM D 4541 <br />Pull of Strength of FRP <br />x <br />iii. <br />ASTM D 4791 <br />Flat Elongated Pieces in Aggregate <br />jjj. <br />ASTM D 5444 <br />'ieve Analysis of Extracted Aggregate <br />kkk. <br />ASTM D 5821 <br />jPercent Crushed Particles <br />la <br />I III. <br />ASTM D 6307 <br />sphalt Content by Ignition <br />mmm. <br />ASTM D 6926 <br />Prep for Marshal test Specimen <br />LJ <br />Innn- <br />ASTM D 6927 <br />Marshall Stability & Flow, Air Voids <br />STATE OF CALIFt M9--YiVN1 <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 />0PAA r 10 10 1b' <br />