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r 7 <br /> 11415 <br /> KLEINFELDER & ASSOCIATES <br /> GEOTECHNICAL('ONSULTANTS •MATERIAISIESIING klq <br /> 4750 NORRIS CANYON ROAD, SUITE A. SAN RAMON, CILIFORNIA 9458) I� <br /> 1',di <br /> FOR TE,';TI}:C <br /> }'H{1Hf� F' J•!l I 10: "'U t ri., <br /> YV�d I`'-C' ��„..C. �C�p <br /> Labara[ory 4 - I SUbmleting Olflrr JuL Nu.:_f 1- � 2 <br /> Job Namt:_ UMl .L Uata��j 0 � /f <br /> NAME OF TEST / INSTRUCTIONS UANTI7Y INTER-OFFICELRATE <br /> TOTA I. <br /> COMPACTION CURVE 01557 <br /> COMPACTION CURVE <br /> CHECK POINT <br /> R-VALUE UNTREATED MATERIAL <br /> SIEVE ANALYSIS COARSE & FINE W/WASH <br /> SIEVE ANALYSIS COARSE <br /> SIEVE ANALYSIS FINE ~�T � _ — - <br /> ----- -- <br /> SIEVE ANALYSIS WASH ONLY (-290) <br /> SANDE UIVALENT <br /> SAND EQUIVALENT (AVERAGE OF 3) <br /> I�r ATTERBERC LIMITS (PLASTICITY INDEX) <br /> 1 SHELL TEST (SOIL) <br /> e HOISTURE DETERMINATION & UNIT WT. <br /> { <br /> s <br /> LOS ANGELES ABRASION <br /> z. <br /> SULFATE SOUNDNESS (5 CYCLES) PER SIEVE SIZE <br /> SPECIFIC GRAVITY <br /> ABSORBTION <br /> MARSHALL SPECIMENS - STABILITY FLOW & UNIT WT <br /> EXTRACTION & SIEVE ANALYSIS <br /> f UNIT WEIGHT OF CORED OR C9MPACTED SPECIMEN <br /> SWELL TEST (ASPHALT) <br /> MOIST:RE CONTENT (XYLENE REFLUX) <br /> i <br /> HYDROMETER <br /> PERMEABILITY Zrl 0 ez_ J 2'�I oS <br /> UNCOMFINED COMPRESSION <br /> TRIAXIAL CDHPRESSIUN �— <br /> " CONSOLIDATION <br />