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LABORATORY TESTING
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<br /> II. Aggregates
<br /> Sieve Analysis, Coarse or Fine (Without i4ash), AS~H C-mm6 .................. $ 35.00
<br /> Inclusive of Fineness Hodulus ......................................... ~+5.00
<br /> Wash Analysis, Amount o~ Naterial Finer then No. 200 Sieve~ AS2N C-117 ..... 35.00
<br /> Specific GrsviCy, ASrN C-127 ............................................... 35.00
<br /> Specific CraviCy and Absorption, AS3~4 C-127 ................................ zd. O0
<br /> Organic Impurities in Fine A~gregaces, AS'~I C-~,O ........................... 35.00
<br /> Percent Clay Lumps and Friable Particles in Ag~reg. ates, AS32t C-lz~2 ......... 35.00
<br /> Percent Flat and ~-longaCed Particles ....................................... 50,00
<br /> Noiscure Content ........................................................... 15.00
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<br /> Absorption ASIIt C-i27 30 O0
<br /> , OIeelll'i!lli~**~'~llll~ls4be~lll~llis~il~q~slll~$~
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<br /> Ue~gh~ Per Cubic Foot, AS~ C-29
<br /> Compact ............................................................... 30.00
<br /> Loose .......................... , ........ ** .................. o, .... ,,., 30.'00
<br /> Los Angeles Rattler ~esc, Small Size Coarse Aggregate, AS1~[ C-z31 .......... 85.00
<br /> Large Size Coarse Aggregate, AS~H C-1.3]. ............................... 3.05.00
<br /> Sulfate Soundness (5 Cycles), A51~l C-88 per Sieve Size ..................... 70.00
<br /> liinimum Charge per Sample ............................................. 250.00
<br /> Hortar Haking Properties of Sand (n2~to Ages), AS]~I C-87 ..................... 160.00
<br /> Sand Equivalent, State Highray 23.7-I, Average of 3 Determinations .......... 70.00
<br /> Durability ~ests State Highray 229-E, per Fraction ......................... z00.00
<br /> ]soCential ReactiviCy ~esc, AS'D! C-289, per Size ............................ 165.00
<br /> Cleanness ~est, State Highray 227-E, Average oE 3 Determinations ........... z00.00
<br /> liydrometer Analysis, Colffornia State Herhod 205-~- ......................... 65.00
<br /> Silica in Sand, AS~H C-lx,6 .................................................
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<br />III. Concrete
<br /> Complete ~est, Physical and Chemical, AS~'H C-150
<br /> (Cement l'ypes I through V) ............................................ Quotation
<br /> Chemical ~esr, ASCii C-150 (l'ypes I through V) .............................. $200.00
<br /> Cement Content of Hardened Concrete, AS3~I C-85 ............................. 250.00
<br /> ~lme of Setting of Hydraulic Cement, AS~t C-19~ ............................ 80.00
<br /> Compresslye Strength of Hydraulic Cement Hortar,
<br /> AS~'~i C-109 (Per SeC oE 3 Cubes),
<br /> Preparation of Specimen NoC Included .................................. 60.00
<br /> Specific Gravity oE Hydraulic Cement, AS~"~ C-188 ........................... 60.00
<br /> Volume Change oE Cement, HorCar or Concrete (Drying Shrinkage),
<br /> AS~I C-157 ............................................................ Quotation
<br /> HLx Design: ~4acer-Cement Ratio, Proportion of Aggregates and Sand,
<br /> Specific Gravity, Compressire SCrengch ................................
<br /> Compressire ~est, 6" x 12'* Cylinder, AS~'H C-39,
<br /> Cylinder Fh31ds Furnished by OChers ....................................
<br /> CompressLye ~esc, 6" x ].2" Cylinder, ASL"H C-39,
<br /> Includes Cost oE Providing Cyllnder Holds ............................. 33.00
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