Laserfiche WebLink
JOB NO 4 410 84 DATE 10-25-84 <br /> TO Schmueser & Associates, Inc. chen and associates, inc. DAILY REPORT NO 8 SHEET 1 OF 1 <br /> 1512 Grand Ave. , #210 CONSULTING GEOTECHNICAL ENGINEERS SUBJECT FILL OBSERVATION s TESTING <br /> Glenwood Springs, CO 81601 5080Rd 154 Mid Continent Sediment Pond <br /> SOIEi fOUN0AT10N Glenwood Springs.CO 81601 <br /> Attn: Larry Schmueser, Jr. ENGINEERING <br /> LABORATORY FIELD <br /> DEPTH <br /> TEST LOCATION TEST OR MAXIMUM DRY MOISTURE COMPAC- SOIL TYPE <br /> NO TYPE ELEVATION DRY <br /> OMC DENSITY CONTENT TION <br /> (fit) DENSITY (%) Oct) (%) Ikl <br /> (an <br /> 26 Backfill of culvert between ponds, N Grade 122.1 11.5 117.7 17.4 96 Silty clayey <br /> centerline of pipe, centerline embankment sandy gravel <br /> SPECIFICATION COMPACTION 3 MATERIAL 95 o standard Proctor density <br /> IN In our opinion, fell generally meets specifications as Indicated by <br /> test no.(s) 26 <br /> ❑ In our opinion, fill does not meet specifications as indicated by <br /> Type and number of earth moving units. <br /> Dozer test no(s) and should be removed or reworked <br /> Type and number of compaction units Bomag sheepsfoot ❑ Fill tested meets specifications <br /> Number of passes AS req. thickness of Iltt_ 81 i-1 O11 IN Contractor advised <br /> Method of adding moisture <br /> Natural ❑ Full time observation )p 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 /> puring 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 specification <br /> �J Tim Laudick Hans Froeschle <br /> OBSERVER APPROVED BY <br />