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HomeMy WebLinkAboutSieve Analysis FROM :down cape engineering inc FRX N0. � 15883629860 Jun. 09 2015 08�46RM P1 ; I�/ �?� . down cape engineedng, inc. SIEVE SOILS ANALYSIS 146 ROUTE 6A YARMOUTH PORT, MA DATE OF R�PORT: 1/15/15 JOB : GRAIN SIZE ANALYSI3^SIEVE TES7 SITE: 146 ROUTE 6AYARMOUTH PQRT, MA LOCATION: L7CE TE3T HOLE SIEVE ANALYSIS Weight Samp�e(Grems): 93.e 'W I T ETAINED ; % RETAINED � °h PA5SED SIZE , E OH R 'I � �sum,.�..........................:--- 1 .............�............. _____-------------;.................................._ i 1" ; 0.0� 0,0% 100.0% f 3/4�--------Y........._..............................._�-�'_-----------0.0% 100.0% -------------w.......................................,,...........-------------------�-----,--------- �' 1/2° � .............�:�'__________,___o_o%�--------100,0% -----�----- .....,...._..............._. 3/S" '. .........._..._..._........... ..�:�t----------�---�=�%�---------700.OX •-----------...... ,------ � � � �0.0� 0.0%I 100.U% � �----- F..._......................._........._............f-------------------<................_............_.__ #10 1 2.7� 2.9%; B7.1% -'-'----------•.._...............................................,-----'------^'-,-----..._.........._._. ............. 20 17.D's 78,1%; 81.9% �___---------�._............................._....................,--------------------<..........._........................ #40 E _51:1�_ 64.4%E ..................45.6°k -------------�................................._..._. ------------------:. 0 ! 74.7� 79.6%! 20.4% -------.'•"....................................._........_.._...F-'---""......._.o.�..................................... BO � 88.2: - -------- 91.8/ot........................_8:2% I, ...-'---------..........._....._..............._........... .._�- -- 100 I 88.0; 93.7%' 6.3% , --___----___•...._.............................._.........._...'-------�--------�-----------`-' 00 : 90.7� 96.8%� 3.4% _-----------,�........._......._..........__._,......<-- -._____-------- PAN: ` .. .. 82.SE 100.0%�---------�--------_ �,^ .. . T� " _a 0.0% AMPLE:' ; 93.9! NOTE:TEST ON pASSING �N4 ONLY, 4,8%RE7AINED ON ti4<45%O:K. RESULTS: • SOIL CLASSIFIE�AS AASHTO A-1-b (GRAVEL AND SAND) (UNCOMPACTED) PERGENTA6E OF MATERIAL PA831N6 il4 SIEVE: tf4 100°/. (TEST ONLY MATERIAL PA38WG it4) OK JR5010%-100% OK #100 0%-'10% OK - #2(10 0°k-S% OK �``�,�tt�u�m�•4,c.��,i SAMPLE MEETS TITLE 5 FILL SPECIFICATION s�' DANIFI.A. � a96%SAND ,3 GJats '"-1 �� CIVIL RESIJLT3: PERMEABLE MATERIAI.-CLA33 I <2 MINJIN. MATERIAI. T Nn,a6507_ w �v '� ¢� �,� ._ ..____. . � °T Foisre�` �t` NONCOMPACTED Fcsiokn� E`'� SOIL UE9CRIPTION: MEDIUM SANb Q��h�$�d�'s� � �.,n C�� , JUN 092U15 � ~ /� � ^ HEALTH DEPL