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<br />~ STS Consultants, <br />COMPACTION <br /> <br />Ltd. <br />CONTROL <br /> <br />3650 AnnopOlis Lone <br />MinneoDoLis. MN 55447-54,34 <br />~6' 2) 559-1900 <br /> <br />REPORT <br /> <br />Date S-~ ~- q / <br /> <br />STS project numoer 9~/q;).. - y~ <br />Project name L-<..c-;"." -10,... S('f,,#:IoL <br />Project location i2o~ o,J: I~ . M/\ <br />, <br />Technician 112 U <br /> <br />Contractor <br /> <br />()...(.1-("(,) <br />f <br /> <br />T- k... ~rv;,,- ~ <br /> <br />Location Maximum tn-place Water In-place Percent Compa- P.pass <br /> Elevation Material lab dry moist content dry compa- ction <br />or mark density density density dion speci- <br />structure [pet] [ pet] [?oJ [pet] [?o] fication F-fail <br /> /;",.q //~. 0 IP'f:, I~II'" go <br /> <br />Test Date <br />no. <br />f 5 -.1. <br />J <br />3 5.J <br />if ,-(;... <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Location diagram 0 <br /> <br />Water content shown as percent of dry weight. <br /> <br />Percent compaction based on: <br /> <br />ASTM D 1557-78 (Modified Proctor) ~ <br />ASTM 0 698-78 (Standard Proctor) 0 <br />Other 0 <br /> <br />Elevation datum: <br />. USGS 0 <br />Depth below subgrade 0 <br />Depth below finish grade 0 <br />Other 0 <br /> <br />Method of field <br />density measurements: <br /> <br />ASTM D 1556 (sand cone) <br />ASTM 0 2922 (nuclear) <br />Other 0 <br />