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FORM NO <br />wcSt <br />a <br />r <br />WOODWARD, CLYDE, SHERARD AND ASSOCIATES <br />CONSULTING SOIL ENGINEERS <br />)METER ANALYSIS <br />TIME - READINGS U. S. 8 <br />60MIN 19MIN. 4 MIN. I MIN. •2 0 *too 0 50 <br />L' <br />_z <br />h <br />tE <br />z <br />z <br />W <br />r <br />W <br />IL <br />90 i <br />;IS <br />CLEAR SOUARE OPENINGS <br />0 <br />W <br />403 <br />Q <br />F- <br />W <br />50 <br />z <br />60 0 <br />0 <br />W <br />70 IL <br />so <br />90 <br />001 .002 .005 .009 .019 .037 .074 .149 .297 ZZ 590 1.19 22 38 4.78 9.52 <br />DIAMETER OF PAR7 IGLE IN MILLIMETERS <br />CLAY (PLASTIC) TO SILT (NON - PLASTIC) <br />1 <br />F- <br />L <br />D <br />U <br />x <br />W <br />a <br />V) <br />m <br />J <br />} <br />H <br />to <br />Z <br />W <br />} <br />0: <br />38.1 76.2 127 2 100 <br />152 <br />COBBLES <br />GRADATION TEST RESULTS <br />GRAVEL %p SAND /0 SILT AND CLAY <br />LIQUID LIMIT % PLASTICITY INDEX % <br />MOISTURE — PERCENT OF DRY WEIGHT <br />6 I0 15 9n <br />JOB No. 9751 COMPACTION TEST RESULTS — PROPOSED BORROW <br />COMPACTION TEST PROCEDURE ASTM-D•698 -58T <br />11 - GLATEV, GRAVELLY Sala <br />SAMPLE OF 2 0 SOIL7 GlAVg%LV SAW <br />FROM <br />30 8IL77, SAW DEPTH DeAtrlN6 tdo. 4 <br />