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JOB NO 4 410 84 DAT_ 10-8-84 <br /> TO Schmueser & Associates, Inc. chen and associates, inc. DAILY REPORT NO 5 SHEET 1 OF 1 <br /> 1512 Grand Ave. , #210 01 <br /> CONSULTING GEOTECHNICAL ENGINEERS SUBJECT FILL OBSERVATION s TESTING <br /> Glenwood Springs, CO 81601 5080Ad 154 Mid Continent Sediment Pond <br /> 501(i FOUNDATION Glenwood Springs.CO 81601 <br /> Attn: Larry Schmueser, Jr. ENGINEERING <br /> BG=Below Grade <br /> LABORATORY FIELD <br /> DEPTH <br /> TEST TEST OR MAXIMUM <br /> NO LOCATION TYPE ELEVATION DRY DRY MOISTURE COMPAC• SOIL TYPE <br /> OMC DENSITY CONTENT TION <br /> It.et) DENSITY (X) (Pcf) (%) (N) <br /> (Pcf) <br /> 15 30 S. of N. end of embankment #1, at Final N 122.1 11.5 120. Silty clayey <br /> Grade 12.7 99 sandy gravel <br /> 16 70' W. of E. end of embankment #1, at � N Final Grade 122.1 11.5 122.E 9.8 100+ 11it <br /> 17 SE corner of embankment #2, at N 10' BG 122.1 11.5 121.0 13.4 99 " <br /> 18 100' W. of SE corner of embankment #2, at N 10' BG 122.1 11.5 117.3 12.9 96 " <br /> SPECIFICATION COMPACTION 3 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: Dozer test no(s) and should be removed or reworked <br /> Type and number of compaction units Vib. sheepsfoot EXFill tested meets specifications <br /> Number of passes thickness of lift 1 EX Contractor advised <br /> Method of adding moisture Natural ❑ Full time observation N 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 /> @1 0@0 In° LZ <br /> Frank Quinn Hans Froeschle <br /> OBSERVER APPROVED BY <br />