Laserfiche WebLink
PTSLaboratories, Inc. Sieve Analysis Results -ASTM D422 <br /> Client Environmental Audit PTS File No 30515 <br /> Project Montgomery Ward Unocal Sample ID Well-1 202-206 <br /> oject No 1232 Depth,ft N/A <br /> i <br /> Gravel Sand Silttclay <br /> coarse medium fine <br /> 25 100 <br /> 90 <br /> 20 80 <br /> 70 m <br /> CID <br /> m 15 80 <br /> 50 <br /> m w <br /> = 10 40 <br /> � 3 <br /> 30 <br /> U <br /> 5 20 <br /> 10 <br /> 0 0 <br /> v v u7 o v as LO o LO o a o o a o Z <br /> r r r r N C7 CO 00 eN- N N Q <br /> Sieve Size <br /> LIS Sample Incremental Cumulative Cumulative Weight Percent greater than <br /> Openin;;J <br /> Phi of Sieve Weight Weight, Weight, Weight Phi Particle Size <br /> Inches MScreen No grams percent percent percent Value Inches Millimeters <br /> 02500 6 351 -267 114 000 000 000 5 029 00322 0 819 <br /> 01873 4 757 -225 4 000 000 000 10 073 00238 0 604 <br /> 01324 3 364 -175 6 000 000 000 16 1 08 00187 0 474 <br /> 00787 2000 -100 10 014 053 0 53 25 1 45 00144 0 366 <br /> 00557 1 414 -060 14 017 064 1 16 40 186 00108 0 275 <br /> 00394 1 000 000 18 044 165 281 50 211 00091 0 232 <br /> 00278 0 707 0 50 25 101 379 660 60 2 33 00078 0 199 <br />' <br /> 00197 0 500 1 00 35 1 99 746 1407 75 274 00059 0 149 <br /> 00166 0 420 1 25 40 167 626 2033 84 3 07 00047 0 119 <br /> 00139 0 354 1 50 45 1 55 5 81 2614 90 3 46 00036 0 091 <br /> 00098 0 250 200 60 509 1909 45 24 1 95 3 85 00027 0 070 <br />' <br /> 00070 0 177 2 50 80 595 2232 6755 <br /> 00049 0 125 300 120 409 1534 82 90 Measure I Trask I Inman I Folk rd <br /> 00029 0 074 375 200 308 1155 94 45 Median,phi 211 211 211 <br /> 00021 0 053 425 270 077 289 97 34 Median,in 00091 00091 00091 <br />' <br /> 00015 0 037 4 75 400 0 31 1 16 9850 Median,mm 0 232 0 232 0 232 <br /> PAN 040 150 10000 <br /> Mean,phi 1 96 207 209 <br /> Mean,in 00101 00093 00093 <br /> Mean,mm 0 258 0 237 0 236 <br /> Sornng 0 639 0 997 1 038 <br /> Skewness 1 007 -0032 -0027 <br /> Kurtosis 0 211 0 783 1 128 <br /> Grain Size Description Fine sand <br /> ASTM-USCS Scale based on Mean from Trask <br /> Description Retained Weight <br /> on Sieve# Percent <br /> Gravel 4 000 <br /> Coarse Sand 10 063 <br /> Medium Sand 40 1980 <br /> Fine Sand 200 7412 <br /> Sdt/Cla e200 .555 <br /> TOTALS 2666 10000 100 00 Total 100 <br /> ®PTS Laboratories,Inc Phone (562)907-3607 Fax (562)907-3610 <br /> 1 <br />