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LABORATORY TESTING <br /> (Continued) <br /> <br /> VI. Masonry - (Continued). <br /> Crouted Masonry, Pm Determinations, g.l.C., Per Set oE 5 <br /> Composite tlnits (Field Preparation and Croatia8 NoC Included) ......... 300.00 <br /> Lineal Shrinkage, Masonry Units, Title 21, Per Specimen .................... ~+0,00 <br /> Tensile T~sC - Masonry Unj. t, Per Specimen .................................. 90.00 <br /> <br /> BRICK <br /> Compression Test, Brick Ab'~4 C-6Y .......................................... $ 25.00 <br /> Hodulus of Rupture, Ab'~4 C-67 .............................................. 30.00 <br /> · Absorption Test and Coefficient, AS'~H C-67 ................................. 35.00 <br /> Shear Test on Masonry Cores ................................................ 50.00 <br /> <br /> GROUT AND MORTAR <br /> Compression Test ........................................................... $ 16.00 <br /> <br />VII. Asphalt and Pavement <br /> BITUMINOUS MATERIALS; ASPHALTs ROAD OIL <br /> Centfigure Kerosene Equivalent ............................................. $ 60.00 <br /> Kc Factor ............................................................. 60.00 <br /> lCf and fa Factors Calculations ........................................ 50.00 <br /> Extraction, Bitumen PerconCa;e, AS~4 MaChod 2172 ........................... 75.00 <br /> California ~est MS(hod 310 ............................................ ZOO.O0 <br /> Hoisture Content ........................................................... ~,0.00 <br /> Cradation of Extracted Sample .............................................. 50.00 <br /> Distillation, AS'3N D-~02 ................................................... 250.00 <br /> Film Stripping ............................................................. 60.00 <br /> Residue, by Distillation, Percent, A5314 D-2~A .............................. 250.00 <br /> by Evaporation, Percent, ASTN D-2~A ................................... 60.00 <br /> Flash Point ................................................................ 50.00 <br /> Fenetral;ton at 770F, AS'D4 D-5 .............................................. 60.00 <br /> S~eil Test on Combined A~gregate, AASH~O T-101 ............................. 75.00 <br /> Specific Gravity of Compacted Sample & Cores ............................... 27.50 <br /> Asphalt Nix Design ......................................................... (~otation <br /> StabiloeeCer Value, California Hethod 30~, <br /> Per Specimen (Pre-mixed Sample) ....................................... 65.00 <br /> Per Specimen -mfT. ed · ...... : ................................ 110.00 <br /> ~bLsture Vapor Susceptibility, California Nethod 307, <br /> Per Spec/men (Pre-mixed Sample) ....................................... 80.00 <br /> Per Specimen (Lab-mixed Sample) ............... <br /> Surface Abrasion of Compacted Bituminous HixCures, California Bethod 360-&, _ <br /> Per Set of 3 (Pre-mixed Samples) ...................................... 300.00 <br /> Per Set of 3 (Lab-mixed Samples) ...................................... ~O0.OO <br /> <br /> <br />