Laserfiche WebLink
JOB NO 4 410 84 DATc 10-3-84 <br /> TO Schmueser & Associates, Inc. chen and associates, Inc. DAILY REPORT NO 2 SHEET 1 OF 1 <br /> 1512 Grand Ave. , #210 CONSULTING GEOTECHNICAL ENGINEERS - <br /> SUBJECT FILL OBSERVATION 8 TESTING <br /> 5080 Rd 154 <br /> Glenwood Springs, CO 81601 SOIE&FOUNDATION Glenwood Springs CO81601 Mid Continent Sediment Pond <br /> At the 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 /> OMC DENSITY CONTENT TION <br /> (feet) DENSITY I%) (Pcf) (1i,► I%) <br /> (Pd) <br /> 40' S. of N. end of embankment 1, N 10, BG 1221 115 1169 111 96 Silty clayey <br /> lA at centerline, E. side "U" 'shaped dam . . . . J sandy gravel <br /> o en o embankment ffi 2A 15' E. of E. side "U" shaped dam N 10' BG 122.1 11.5 116.3 9.0 95 " <br /> 4A 70' W. of E. end of embankment <br /> at centerline S. side "U" shaped dam N 5' BG 122.1 11.5 116.8 13.3 96 " <br /> 50' S. of N. end of embankment #1 <br /> SA at cneterline of W. side "U" shaped dam N 4' BG 122.1 11.5 119.1 7.1 98 <br /> SPECIFICATION COMPACTION& MATERIAL 95% standard Proctor density O In our opinion, fill generally meets specifications as Indicated by <br /> test no.(s) <br /> 0 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 01 Fill tested meets specifications <br /> Number of passes thickness of lift it <br /> 0[Contractor advised <br /> Method of adding moisture* <br /> Natural O Full time observation ENPart 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 /> @M0@010L <br /> u Frank Quinn Hans Froeschle <br /> OBSERVER APPROVED BY <br />