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M M M M IIIII M M MI M M = M = MN M MN N <br /> SIEVE ANALYSIS HYDROMETER ANALYSIS v <br /> D <br /> SIZE OF MESH OPENING IN INCHES NO.OF MESH OPENINGS PER INCH,U.S.STANDARD GRAIN SIZE IN MILLIMETERS E <br /> x <br /> N <br /> N N O_ O o o O O CO ? CO N CO O O CO p 0- <br /> ° 2 <br /> (O 7 CO N r CO 10 CO r N`� . V O N O O O O o 0 O O O O r <br /> 100{ i I i i i a i I r F 1 r� i i 1 o 1 I i i , '�1 i 1 ni I 0 <br /> III <br /> R.: <br /> G. <br /> 90 �= 10 a <br /> D <br /> S0 20 <br /> - -'- z <br /> �\� c <br /> MMIC - <br /> 111 .a <br /> 70 111MNPl30 = <br /> 4,WIIIIIIMMIN <br /> C7 =ME 0 <br /> ED IIIMIIMIIII <br /> >- so 40 m <br /> CO lEiiiMNCYitis <br /> -�� <br /> Lu immilmum u) <br /> Z 50 —II♦ 50 Q <br /> I— _ 0 <br /> 111=11•111== <br /> _ U <br /> 40 -- 60 W <br /> tu , — w <br /> D- <br /> W <br /> - 70 W <br /> 30 <br /> M . <br /> nil <br /> I ___ <br /> 20 Mil 80 <br /> -t <br /> -mak <br /> 1 <br /> —�� <br /> 10 =I 90 <br /> -EMiffir <br /> MINI <br /> 0 IM 100 <br /> O O O O O O O O O (O O V CO N • r !D ID a M N r CO O CO N O O d' M N <br /> CO N O CO CO N O O O O O O O O O O o O <br /> GRAIN SIZE IN MILLIMETERS 1 <br /> COBBLES COARSE FINE COARSE MEDIUM FINE FINES: SILT OR CLAY I <br /> GRAVEL SAND <br /> I <br /> BORING AND DEPTH U.S.C.S. SAMPLE FINES NAT. LL PL PI South Terminal Wharf <br /> SAMPLE NO. (feet) SYMBOL DESCRIPTION % W.C.% <br /> Upgrades for RO/RO <br /> 0 SW-1,S-13 65.0 SP-SM Poorly Graded Sand with Silt 6.6 23.9 Port of Everett,Washington <br /> a SW-1,S-16 80.0 SP-SM Poorly Graded Sand with Silt and Gravel 9.8 11.5 <br /> GRAIN SIZE DISTRIBUTION <br /> -. <br /> G7 <br /> CO <br /> '; August 2014 21-1-21962-003 ` <br /> ° SHANNON&WILSON,INC. FIG. B-1 <br /> I Geotechnical and Environmental Consultants <br /> �� <br />