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JOB NO 4 410 84 DATE 10-5-84 <br /> TO Schmueser & Associates, Inc. chen and associates, inc. 3 1 1 <br /> DAILY REPORT NO SHEET OF <br /> 1512 Grand Ave. , #210 � CONSULTING GEOTECHNICAL ENGINEERS SUBJECT FILL OBSERVATION & TESTING <br /> Glenwood Springs, CO 81601 5080Rd 154 Mid Continent Sediment Pond <br /> SOI(A FOUNDATION Glenwood Springs.CO 81601 <br /> Attn: Larry Schmueser, Jr. ENGINEERING <br /> BG=Below Grade <br /> LABORATORY FIELD <br /> DEPTH <br /> TEST LOCATION TEST OR MAXIMUM DRY MOISTURE COMPAC- SOIL TYPE <br /> NO TYPE ELEVATION DRY <br /> CIVIC DENSITY CONTENT TION <br /> (loot) DENSITY 1%) (PC,) M Ihl <br /> (PC0 <br /> 6 20 S. of N. end of embankment 1, 10, E. N 6, BG 1221 115 116 Silty clayey <br /> of centerline, E. side "U" shaped dam . . . 11.5 95 sandy gravel <br /> 7 100' S. of N. end of embankment #1, 10' W. If ,t <br /> of centerline, E. side "U" shaped dam N 6 BG 122.1 11.5 115. 10.1 95 <br /> 8 50' W. of E. end of embankment 1, at N 3' BG 122.1 11.5 116.3 13.8 95 " <br /> centerline, S. side of "UP shaped dam <br /> 9 125 W. of E. end of embankment , at N 2' BG 122.1 11.5 118. 10.0 97 <br /> �� " <br /> centerline, S. side U shaped dam <br /> 10 60' S. of N. end of embankment #1, at N 1' BG 122.1 11.5 124. 12.3 100+ " <br /> centerline, W. side "U" shaped dam <br /> 95% standard Proctor density <br /> SPECIFICATION COMPACTION & MATERIAL ❑ 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 o1 earth moving units' Dozer test no.(s) and should be removed or reworked <br /> Type and number of compaction units Vib. sheepsfoot CC FIII tested meets specifications <br /> Number of passes thickness of lift <br /> it M Contractor advised <br /> O Full time observation Part time observation <br /> Method of adding moisture Natural RJ <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 /> Q e <br /> Frank Quinn Hans Froeschle <br /> OBSERVER APPROVED BY <br />