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� � + ! it II 11 li II II <br /> x J Kumar and Associates, Inc, <br /> Geotechnical a Endroamental Engineers <br /> 2390 S. LIPAN ST., DENVER, CO. 80223 <br /> ): W.W. Wheeler & Associates, Inc. (303) 742-9700 • FAX 742-9666 PROJECT NO. 95-435 DATE 06/05/96 <br /> 3700 S. Inca Street DAILY REPORT NO. 6 SHEET 2 OF 2 <br /> Englewood, Colorado 80110 SUBJECT: FILL OBSERVATION AND TESTING <br /> Eagle Park Reservoir Dam No. 4 Outlet Works <br /> Cyprus Climax Metals, Eagle County, Colorado <br /> ATTN: Mr. Douglas Seely, P.E. <br /> LABORATORY FIELD <br /> MAXIMUM OPTIMUM <br /> DEPTH OR DRY MOISTURE DRY MOISTURE <br /> TEST LOCATION ELEVATION DENSITY CONTENT DENSITY CONTENT COMPACTION SOIL TYPE <br /> NO. (FEET) (pcf) M (pcf) M M <br /> 1 2+25, 15' LT 10,684 131* 9* 128.9 11.1 98 Clayey, Gravelly Sand <br /> 2 1+60, 12' LT 10,681% NA** NA** 130.1 10.1 NA** Clayey, Gravelly Sand <br /> 3 2+50, 12' LT 10,681% NA** NA** 122.7 11.4 NA Clayey, Gravelly Sand <br /> 4 1+45, 15' LT 10,681% NA*-* NA** 128.5 8.4 NA Clayey, Gravelly Sand <br /> 5 1+75, 12' RT 10,682 NA** NA** 126.2 12.3 NA Clayey, Gravelly Sand <br /> 6 1+80, 10' RT 10,683% 131 9 131.9 6.5 100+ Clayey, Gravelly Sand <br /> 7 1+85, 12' LT 10,683'% 1 131 9 129.1 9.0 1 99 Clayey, Gravelly Sand <br /> ?ECIFICATION COMPACTION & MATERIAL X FILL TESTED MEETS SPECIFICATIONS <br /> 3TM D698 98% Standard Proctor Density @ +2% OMC FILL TESTED DOES- NOT MEET SPECIFICATIONS AS INDICATED <br /> BY TEST NO(S) . <br /> AND SHOULD BE REMOVED OR REWORKED AND RETESTED. <br /> tPE AND NUMBER OF CONSTRUCTION EQUIPMENT X CONTRACTOR ADVISED <br /> l CAT CP433B (Single Drum Vibratory Padfoot, Self- FULL TIME OBSERVATION X PART TIME OBSERVATION <br /> ?ropelled Compactor) PROGRESS REPORT *Reference letter to W.W. Wheeler <br /> dated 11/27/95. <br /> ITHOD OF ADDING MOISTURE Natural **Tests taken in original embankment fill below level <br /> of work performed on this contract. Test pits ex- <br /> is report presents opinions formed as a result of our observation of fill cavated primarily to assess moisture conditions and <br /> acement. We have relied on the contractor to continue applying the whether material above this level was removed to <br /> commended compactive effort and moisture to the fill during times when sufficient depth after winter exposure. <br /> r observer is not observing operations. Tests are made of the fill only NOTE: Stationing used in locations refers to outlet <br /> believed necessary to calibrate our observer's judgement. Test data conduit design drawings. <br /> e not the sole basis for opinions on whether the fill meets specifications. <br /> ese test results apply only to the samples which were tested. The testing <br /> port shall not be reproduced, except in full, without the written approval <br /> Kumar & Associates. Inc. <br /> File, Book. ASI/RCC _Alan F. Claybourn, P.E. Marcus J. Pardi, P.E. <br /> Field Observer Reviewed By <br />