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Co uc ," t t -;t`a <br />Test <br />Standard Test Methods <br />Fee <br />Concrete Compression <br />C39 <br />$ <br />32 <br />each <br />Concrete Core Compression <br />C42 <br />$ <br />85 <br />each <br />Concrete Flexural Strength <br />C78 <br />$ <br />105 <br />each <br />Hydraulic Cement Mortar Compression <br />C109 field cast <br />$ <br />32 <br />each <br />Concrete Drying Shrinkage, set of 3 <br />C157 <br />$ <br />510 <br />Each <br />Concrete Core Thickness <br />C174 <br />$ <br />45 <br />each <br />Concrete Laboratory Trial Batch* <br />C192 <br />$ <br />1,350 <br />each <br />Concrete Time of Set by Penetration Resistance <br />C403. C191 <br />$ <br />2,400 <br />each <br />Concrete Modulus of Elasticity <br />C469 <br />$ <br />350 <br />each <br />Concrete Splitting Tensile Strength <br />C496 <br />$ <br />105 <br />each <br />Concrete Absorption <br />C497, C642 <br />$ <br />160 <br />each <br />Concrete Cylinder Unit Weight <br />C567 <br />$ <br />160 <br />each <br />Non -Shrink Grout Compression <br />C1107 C579 <br />$ <br />32 <br />each <br />Shotcrete Compression <br />C1140, C1604 <br />$ <br />85 <br />each <br />Concrete Chloride Ion Penetration <br />C1202 <br />$ <br />750 <br />each <br />Concrete Paving Slab Modulus of Rupture <br />C1782 <br />$ <br />750 <br />each <br />Concrete Direct Tensile <br />D2936, CRD C164 <br />$ <br />500 <br />each <br />CLSM Compression <br />D4832 <br />1 $ <br />1 45 <br />each <br />'Includes 6 cylinders 4r8 or 6r92 or 6 Her beams additional c lindens beams or Shrinkage prisms changed of individpal Unit rates <br />:miry t .� %tl_w mm%...;•° t t '� t <br />Test <br />Standard Test Methods <br />Fee <br />RCC Compression <br />C143SIC39 <br />$ <br />65 <br />each <br />RCC Air Content <br />C1849 <br />$ <br />50 <br />each <br />RCC Unit Weight <br />C1849 <br />$ <br />50 <br />each <br />RCC Consislenrc and Densil VeRe <br />C1170 <br />$ <br />1,800 <br />each <br />RCC Accelerated CRuo <br />C1768 - modified <br />$ <br />750 <br />each <br />RCC Trial Batch <br />ACI 211.1 <br />$ <br />4,800 <br />each <br />RCC A re ale MixingACI <br />211.1 <br />$ <br />7,000 <br />each <br />Test <br />Standard Test Method' <br />Fee <br />Masonry Grout Compression <br />C1019 C942 <br />$ <br />32 <br />each <br />Masonry Mortar Compression <br />C270. C780 <br />$ <br />32 <br />each <br />Masonry Core Compression and Shear <br />CA DSA <br />$ <br />170 <br />each <br />Masonry Prism Compression <br />C1314 <br />$ <br />125 <br />each <br />CMU Absorption and Received Moisture <br />C140 <br />$ <br />100 <br />each <br />CMU Compression <br />C140 <br />$ <br />105 <br />each <br />CMU Dimension Verification <br />C140 <br />$ <br />45 <br />each <br />CMU Lineal Shrinkage <br />C426 <br />$ <br />250 <br />each <br />CMU/Seq. Retaining Wall Unit Freeze -Thaw <br />C1262 <br />$ <br />1.750 <br />each <br />tCOmmon ASTM, AASHTO and DOT test methods. <br />• Those beginning with A, R, C, D, E, F, or G are ASTM methods. <br />Those beginning with T are AASHTO methods. <br />Page 4 of 3 <br />All rates are sal UV CkAq't-gihuai increase beginning October 1. 2021. 21 — 244 7/612021 <br />