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JOB NO 4 410 84 DATE 0-26-84' <br /> TO 'SchmL-eser & Associates, Inc. chen and ass.- inc. DAILY REPORT NO 9 SHEET 1 OF 2 <br /> 1512 Grand Ave. , #210 CONSULTING, Qfi HNICAL" EERS <br /> iy SUBJECT FILL OBSERVATION & TESTING <br /> '"� " -5080Rd T54„ y Mid Continent Sediment Pond <br /> Glenwood Springs, CO 81601 SOIEiFOUNDATION +V, �61enwoodSpriDgs.,�66'9160A <br /> Attn: Larry Schmueser„ Jr. ENGINEERING4 <br /> APB" �p�e <br /> LABORATORY FIELD <br /> DEPTH TEST O <br /> LOCATION TEST MAXIMUM pqy MOISTURE COMPAC- SOIL TYPE <br /> NO TYPE ELEVATION DRY OMC DENSITY CONTENT TION <br /> (feet) DENSITY I%) (pcI) <br /> (Pcf) <br /> Outlet culvert, SE corner of E. pond, 2' S. Top of Silty clayey <br /> 27 N 122.1 11.5 112. 1 14.4 92 <br /> of S. "C" collar, 2' W. of 'pipe Pipe sandy gravel <br /> Outlet culvert, SE corner o E. pond, 10' S. Top of <br /> 28 of N. "C" collar, 2' E. of pipe N Pipe 122.1 11.5 110.4 15.2 90 " <br /> 27AOutlet culvert, SE corner of E. pond, 2' S. Top of „ <br /> of S. "C" collar, 2' W. of pipe N Pipe 122.1 11 .5 116.5 13.5 95 <br /> 28AOulte culvert SE corner o E. pond 10' S. Top of <br /> of N. "C" collar, 2' E. of pipe N Pipe 122.1 11,5 115.5 14.4 95 " <br /> 29 Outlet culvert, SE corner of E. pond, 3' N. Top of „ <br /> of N. "C" collar, 2' W. of pipe N 122.1 11.5 116.9 13.8 96 <br /> Pipe <br /> 30 JOutlet culvert, SE corner of E. pond, 10' S. N 2' AP 122.1 11.5 117.8 13.8 97 " <br /> of N. "C" collar, 2' W. of pipe <br /> 31 Outlet culvert, SE corner of E. pond, 3' N. N 2' AP 122.1 11 .5 115.6 15.9 95 " <br /> of N. II II of r ' o <br /> SPECIFICATION COMPACTION & MATERIAL 95% standard Proctor density ❑ In our opinion fell generally meets specifications as Indicated by <br /> test no.(s) <br /> ❑ In our opinion, fill does not meet specifications as indicated by <br /> Type and number of earth moving units: Hoe, loader test no(s) and should be removed or reworked <br /> Type and number of compaction units Whacker packers (2) 0( Fill tested meets specifications <br /> e As r 8"-10" a Contractor advised <br /> Number of passes Q thickness of lift <br /> Method of adding moisture <br /> Natural IX Full time observation ❑ Part time observation <br /> PROGRESS REPORT <br /> This report presents opinions formed as a result of our observation of fill placement We have relied <br /> on the contractor to continue applying the recommended compactive effort and moisture to the fill <br /> during times when our observer is not observing operations Tests are made of the fill only as <br /> believed necessary to calibrate our observer's judgement Test data are not the sole basis for <br /> opinions on whether the fill meets specifications <br /> Tim Laudick Hans Froeschle <br /> OBSERVER APPROVED BY <br />