Laserfiche WebLink
DECEMBER 15, 1989 <br /> TABLE 4 SIEVE ANALYSIS <br /> FOR FORMER REGAL STATION 604 <br /> 1448 N EL DORADO STREET <br /> STOCKTON, CALIFORNIA <br /> SAMPLE ID# MW2-5FEET <br /> DATE SAMPLE RECEIVED 12/10/89 starting weight 204 01 grams <br /> DATE RAN ANALYSIS 12/15/89 ending weight 204 01 grams <br /> percent difference 0 00 � <br /> MATERIAL DISCRIPTION SOIL SAMPLE FROM FIVE FOOT DEPTH MW2 <br /> SIEVE SIZES <br /> milli- inches number percent percent sieved <br /> meters pass retained weight WENTWORTH SCALE <br /> through in grams CLASSIFICATION <br /> 16 0000 5/8 -1 20412 100 00 0 00 0 00 <br /> . 11 2000 7/16 -1 04922 100 00 0 00 0 00 MEDIUM PEBBLE <br /> 8 0000 5/16 -0 90309 100 00 0 00 0 00 SMALL PEBBLE <br /> 4 0000 0 1570 -0 60206 5 100 00 0 00 0 00 GRANULE <br /> 2 0000 0 0787 -0 30103 10 100 00 0 00 0 00 VERY COARSE SAND <br /> 0 5000 0 0197 0 301030 35 98 97 1 03 2 10 COARSE SAND <br /> 0 2500 0 0098 0 602060 60 97 55 2 45 2 90 MEDIUM SAND <br /> 0 1250 0 0049 0 903090 120 92 73 7 27 9 83 FINE SAND <br /> 0 0630 0 0025 1 200659 230 85 09 14 91 15 59 VERY FINE SAND <br /> **+**+*+ 6 pan 0 00 100 00 173 59 SILT/CLAY <br /> 204 01 <br /> METHOD USED ASTM D422 MODIFIED TO WENTWORTH SCREENS AND STOPPED SIEVE SIZE AT #230 <br /> DID NOT GO TO SUSPENDED PARTICLES HYDROMETERS <br /> Georg Converse Jack E Napper <br /> Geol iat CA Reg Geologist #3037 <br /> RED GFp�O�u� <br /> JACK E -` <br /> NAPPER <br /> * No 3037 <br /> 44 <br />