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JOB NO. 4 410 84 DAT, 10=2-84 <br /> TO Schmueser & Associates, Inc. 11 chen and, associates, Inc. DAILY REPORT NO 1 SHEET 1 OF 1 <br /> 1512 Grand Ave. , #210 01 <br /> CONSULTING GEOTECHNICAL ENGINEERS <br /> SUBJECT FILL OBSERVATION & TESTING <br /> Glenwood Springs, CO 81601 5080Ad 154 Mid Continent Sediment Pond <br /> SOIC i fOUNDATION Glenwood Springs.CO 81601 <br /> Attn:, Larry Schmueser, Jr. ENGINEERING <br /> BG=Below Grade <br /> LABORATORY FIELD <br /> DEPTH <br /> TEST <br /> ES LOCATION TTEST YPE ELEVATION ION MAXIMDRY M DRY MOISTURE COMPAC- SOIL TYPE <br /> V40OMC DENSITY CONTENT TION <br /> p"t) DENSITY (%) (pc1) (%) IN) <br /> (DC() <br /> 1 40 S. of N. end of Embankment #1 at N 10' BG 122.1 11.5 112.5 11.5 92 i y clayey <br /> centerline of E. side "U" shaped dam sandy gravel <br /> 70 S. o end o Embankment at <br /> 2 15' E. of tof E. side "U" shaped dam N 10' BG 122.1 11.5 106.7 9.5 _87 of <br /> S. of N. end of embankment <br /> of centerline E. side "U" shaped dam N 10' BG 122.1 11.5 119.6 7.6 98 " <br /> 4 70` W. of E. end of embankment 1 <br /> at centerline of S. side "U" shaped dam N 5' BG 122.1 11.5 114.1 6.9 93 " <br /> 5 50, S. of N. end of embankment #1 <br /> at centerline of W. side "U" shaped dam N 4' BG 122.1 11.5 114.8 13.2 94 " <br /> SPECIFICATION COMPACTION& MATERIAL 95% standard Proctor density <br /> N In our opinion. fell generally meets specifications as Indicated by <br /> test no.(s) 3 <br /> 01 In our opinion, fill does not meet specifications as Indicated by <br /> Type and number of earth moving units. <br /> Dozer test no(s) 1, 2, 4, 5 and should be removed or reworked <br /> Type and number of compaction units <br /> Vib. sheepsfoot ❑ Fill tested meets specifications <br /> Number of passes thickness of lift 1 r R Contractor advised <br /> Method of adding moisture <br /> Natural ❑ Full time observation 10 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 till 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 /> 0 e <br /> Frank Quinn Hans Froeschle <br /> OBSERVER APPROVED BY <br />