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-- LABORATORY 'TESTING
<br /> (Continued)
<br />
<br /> II. Aggregates
<br />
<br /> Steve Analysts, Coarse or Ftne (14tchouc Ghsh)s AS~q C-X36 .................. $ ½5.00
<br /> tnclustve of Fineness Nodulus ....... . ..... ,, ........ ,,.,.... .... , ..... 55.00
<br />
<br /> Mash Analysis, Amount of Hateflat Flner chart No, 200 Sieve, AS3}I C-lZ7 .....
<br /> Spectftc Gravity, ASTH C-L27 ............................................... /,5.00
<br /> Spectftc Gravity and Absorptions Ab'94 C-].27 ................................ 55.00
<br /> Organic Impurities In FIne Aggregates, AS33 C-/,O ........................... ~0.00
<br /> Percent Clay Lumps and Friable Particles tn Allrelates, AS~I C-Z/s2 .........
<br /> Percent Flat and Elongated Part lcles ....................................... 50. OO
<br /> Itscure Content ........................................................... 15.00
<br /> Absorptions AS3:H C-Z27 ..................................................... 30.00
<br /> Matiht Per Cubic Foot, Ab'l:H C-29 ..
<br /> Compact ............................................................... ~O.00
<br /> loose .................................................................
<br /> LM ~ngeles Rattler Test, SeaIX SIze COlfse A~reSate, AS~ C-:L3~ ......... 95.00
<br /> terse SIze Coa~-se A~repte, AS'Dr C-~3:t. .............................. 390.00
<br /> S~lfate Scantiness (5 Cycles), AS'D( C-M pet Steve SLze ..................... 80.00
<br /> H:tnimam OuFge per Sampze ............................................. 275,00
<br /> Nortat Haklr~ Properties of Sand (~eo Ages), ASIH C-87 .....................
<br /> Sand Equivalent, SIdle IllSStay 23.7-1:, &vetale of 3 DetetmtnatLou .......... 70,00
<br />
<br /> !)utahLilly Teat, State HillNay 229-Z, per treetim .......... ' ............... 100. SO
<br />
<br /> Potential geactlvtt7 Test, ~ C-289, per SIze ............................ 2~0.00
<br /> Cleuness Test, State HLSMy 227-E, Average of 3 Determinat4one ...........
<br /> Hydrometer Analysts, California State PietAM 205-~ ......................... 75.00
<br /> SIlica tn Sand, AS~ C-1~6 ................................................. 60.00
<br />
<br />III. Concrete
<br />
<br /> Complete Test, !~ystcal and Chemical, AS~
<br /> (Cemnt 1~yl~es X through V) ............................................ Quotation
<br /> (:hemical ~eJC, Abe4 C-].SO (~/pes t throul~ V) .............................. $22~,00
<br /> Cemut Costent of Hardened Concrete, AS3H C-SS ............................. 275.00
<br /> TIme of SeCtlnl of HydrauZtc Cement, AS~4 C-xgx ............................ 310.00
<br /> C0mpressivu Strength of Hydraulic Cement Norcars
<br /> AS~ C-10e (Per Set of 3 Cubes),
<br /> Preparatiou of Speciman Not Included .................................. 60.00
<br /> Specific Gravity of Hydraulic Cement, AS~N.C-188 ........................... 80.00
<br /> Voluse Change of Cements Not~ar or Concrete (Dt"yiflg Shriaks~),
<br /> AS~ C ~ 7 ' (~ota~ ion
<br /> Hix Destgn~ ~ater-Cemnt Ratio, Propstrios of Aggregates and
<br /> Specific Gravity, Cospressive Strength ................................ ~uocation
<br /> Coepreaoive Tests 6" · 12" Cylinder, AS~ C-39,
<br /> Cylinder Nolds PUnished by O~hers ..................... , ..... ,..,.,.., 16.00
<br /> C4~pressive Test, 6" x 12" Cylinder, ASD! C-39,
<br /> Includes Cost of Provtding Cylinder Nolds .............................
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