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LABORATORY TESTING <br /> (Continued) <br /> <br /> Ii. Aggregates <br /> Steve AnaLysts, Coarse or Fine (~/Ltho~C 14esh)s AS2M C-Z36 .................. $ 40.00 <br /> Inclusive of Fineness Modulus ......................................... 50.00 <br /> ldash Analysis, Amount of Material F/net than No. 200 Steve, AS3~ C-117 ..... t,O.O0 <br /> Specific Cravtty, AS~M C-127 ............................................... 40.00 <br /> Specific Gravity and Absdrptfon, ASIM C-127 ................................ 50.00 <br /> Organic Zmpurtttes tn Fine Aggregates, AS~M C-40 ..... -' ..................... 40.00 <br /> Percent Clay Lumps and Friable Particles tn Aggreg. ates, AS32q C-Z42 ......... 40.00 <br /> Percent Flat and Elongated Particles ....................................... 50.00 <br /> Moisture Content ........................................................... 15.00 <br /> Absorption, AS~ C-127 ..................................................... 30.00 <br /> geight Per Cubic Foot, AS32~ C~29 <br /> Compact ............................................................... 40 . OO <br /> Loose ................................................................. 30.00 <br /> Los Angeles Rattler ~esC, Small Size Coarse Aggregate, ASIN C-1.31 .......... 90.00 <br /> Large Size Coarse A~regate, ASIN C-L31 ............................... 110.00 <br /> Sulfate Soundness (5 Cycles) , AS~H C-88 per Sieve Size ..................... 75.00 <br /> Minimum Charge per Sample ............................................. 250.00 <br /> Nortar Making Properties of Sand (~do Ages), AS~M C-87 ..................... 160.00 <br /> Sand Equivalent, State Highway 217-Z, Average of 3 Determinations .......... 70.00 <br /> Durability ~est, State Highway 229-g0 per Fraction ......................... 100.00 <br /> Potential Reactivity YesC, ASYM C-289, per Size ............................ 200.00 <br /> Cleanness {est, State Highway 227-E, Average of 3 Determinations ........... 100.00 <br /> Hydrometer Analysts, California State Method 205-E ......................... 70.00 <br /> Silica tn Sands A53)1 C=1~,6 ................................................. 50.00 <br /> <br />II1. Concrete <br /> Complete ~est, i~ysicat and Chemical, A$32q C~ZSO <br /> (Cement %~/pes I through V) ............................................ Quotation <br /> Chemical {est, ASXM C-150 (Z~/pea Z through V) .............................. $200.00 <br /> Cement Content of Hardened Concrete, ~ C-85 ............................. 260.00 <br /> Time of Setting of'ilydraultc Cement, AS31q C=191 ............................ 100.00 <br /> CompressLye Strength of I~/drauttc Cement Nortar, <br /> AS/:lq C-109 (Per Set of 3 Cubes), <br /> Preparation oE Specimen Not included .................................. 60.00 <br /> specific Gravity of Hydraulic Cement, AS~M C-188 ........................... 60.00 <br /> Volume Change oE Cement, Nortar or Concrete (DryLag Shrinkage), <br /> AS'D~ C 157 Quotation <br /> Nix DesLgn: ktater-Cement Ratiom Proportion of Aggregates and Sand, <br /> Specific Gravity, Ctanpresstve Strength ................................ Quotation <br /> CompressLye Zestm 6" it 12" Cyitnder, ASlZN C-39, <br /> Cylinder Nolds Furnished by Others .................................... <br /> Compresslye Test, 6" it 12" Cytlnder, AS3~ C-39, <br /> Includes Cost of Providing Cytinder Holds ............................. 16.00 <br /> <br /> <br />