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JOB NO 4 410 84 DATE 10-26-84 <br /> _ <br /> TO ' Schmueser & Associates, Inc. chen and associates, inc. g 2 2 <br /> DAILY REPORT NO SHEET OF <br /> 1512 Grand Ave. , #210 CONSULTING GEOTECHNICAL ENGINEERS SUBJECT FILL OBSERVATION s TESTING <br /> Glenwood Springs CO 81601 01 5080Ad 154 Mid Continent Sediment Pond <br /> ' SOIEi FOUNDATION Glenwood Springs.CO 81601 <br /> Attn: Larry Schmueser, .Jr. ENGINEERING <br /> AP=Above Pipe <br /> LABORATORY FIELD <br /> DEPTH <br /> TEST TEST OR MAXIMUM DRY MOISTURE COMPAC- SOIL TYPE <br /> NO LOCATION TYPE ELEVATION DRY OMC DENSITY CONTENT TION <br /> (feet) DENSITY Ixl (Pcf) (%) 1'+1 <br /> IxO <br /> 32 Outlet culvert, SE corner of E. pond, 5' S. N 2' AP 122.1 11.5 116.5 15.4 96 Silty clayey <br /> of S. "C" collar, 2' E. of pipe sandy gravel <br /> 33 Outlet culvert, SE corner of E. pond, 5' S. N Spillway 122.1 11.S 118.1 14.4 97 " <br /> of !E embankment, E of pipe Grade <br /> 34 Outlet culvert, SE corner of. E. pond, 5' N. N Spillway 122.1 ll.5 116.2 15.6 95 " <br /> of E embankment, E of pipe Grade <br /> SPECIFICATION COMPACTION h MATERIAL 95% standard Proctor density ❑ In our opinion, fill 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- test no(s) and should be removed or reworked <br /> Type and number of compaction units ❑ Fill tested meets specifications <br /> Number of passes thickness of lift ❑ Contractor advised <br /> _ <br /> ❑ Full time observation ❑ Part time observation <br /> Method of adding moisture <br /> PROGRESS REPORT <br /> This report presents opinions formed as a result of our observation of till 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 /> @M0 @ 0 L <br /> Tim Laudick Hans Froeschle <br /> OBSERVER APPROVED BY <br />