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LABORATORY TESTING <br /> (Continued) : <br /> <br /> II. Aggregates <br /> Sieve Analysts, Coarse or Fine (~/tth0ut gash), AS3}( C-136 .................. $ t+O.OO <br /> Inclusive of Fineness Nodutua ......................................... 50.00 <br /> 14ash Analysts, Amount of FdCertal F/net than No. 200 Steve, AS1]~ C-Z17 ..... ~0.00 <br /> Specific Gravity, ASr!4 C-127 ............................................... ' kO.OO <br /> Specific traytry and AbsOrption, ASTN C-127 ................................ 50.00 <br /> Organic Impurities in Fine Aggregates, AS'a4 C-~O ........................... ~O.00 <br /> Percent Clay Lumps and Friable Particles in Aggregates, AS~4 C-].~2 ......... kO.OO <br /> Percent Flat and ELongated Particles ....................................... 50.00 <br /> Notscure Content ........................................................... <br /> Absorption, AS314 C=~27 ..................................................... 30.00 <br /> ~/etght Per Cubic Foot, AS3]4 C-29 <br /> <br /> C p ' /,0 00 <br /> Loose ................................................................. 30.00 <br /> Los Angeles Rattler Test, Small Size Coarse Aggregate, ASIIt C,Z31 .......... 90.00 <br /> Large Size Coarse A~gregaCe, ASTH C-L31 ............................... . X10. OO <br /> Sulfate Soundness (5 Cycles), ASTN C-88 per Sieve Size ..................... 75.00 <br /> NlnLmum Charge per Sample ............................................. <br /> Nortar Haking Properties of Sand (1~o Ages), ASTH C-87 ..................... 160.00 <br /> Sand Equivalent, State Highray 217-I, Average of 3 DeCermLnations .......... 70.00 <br /> Durability Test, State High~tay 229-E, per Fraction ......................... 100.00 <br /> Potential ReactivLty Test, ASTN C-289, per Size ............................ 200.00 <br /> Cleanness Test, State HLghvay 227-E, Average of 3 Determinations ........... ~00.00 <br /> Hydrometer AnalysLs, California State Nethnd 205-E ......................... 70.00 <br /> Silica tn Sand, ASIN C-Ik6 ................................................. 50.00 <br /> <br />,- Ill. Concrete <br /> Complete TeaCs Palslcal and ChesLcal, ASll~ C-LSO <br /> (Cement l~/pes I through V) ............................................ Quotation <br />~:.= Chesicsl Test, ~ C-~50 (l~/pes I through V) .............................. $200.00 <br />'~ Cesent Coateel o! !lardcried Concretes AS1]t C-85 ............................. 260.O0 <br />:~ Time o~ Setting of Hydraulic Cements AS334 C-I9I ............................ 100.00 <br />· - CompressLye Strength of !~/drauttc Cement riotCar, <br />.~ AS334 C-~O9 (hr Set of 3 Cubes), <br /> .,= Preparation of Specimen Not Included .................................. 60.00 <br /> Specific Cravtty of Hydraulic Cement, AS314 C-~88 ........................... 60.00 <br /> :~ Volume Change of Cement, NorCar or Concrete (Drying Shrinkage), <br /> AS33q C-L57 ............................................................ - ~uotatton <br /> ~ Nix Design: aster-Cement Ratios hTo. porcioa of Aggregates and Sand, <br /> Specific Cra icy Compressi Strength (}uocation <br /> Compresslye Test, 6" x 12" cylinder; 'Ab'~H C-39, <br /> %' Cylinder Nolds Furnished by Others .................................... ZS.OO <br /> "Compressire Teat, 6" x 12" Cylinder, AS324 C-39, <br /> i~ Includes Cost of Providing Cylinder Holds ............... ;~'..;',.;.' .... .~ - .: Z6.O0 <br /> <br /> 7 <br /> <br /> <br />