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J09 No 4 155 84 DATE _ 4-18-84 <br /> GeolIN'd1 onsultin Chen and SoclateS, lnc. <br /> r� g DAILY REPORT NO 1 SHEET OF 3 <br /> 9485 West Colfax Ave. , CONSULTING GEOTECHNICAL ENGINEERS <br /> SUBJECT FILL OBSERVATION 8 TESTING <br /> 5080 Rd 154 <br /> Denver, CO 80215 Sol(&FOONDAIION Glenwood Springs.CO81601 Mid-Continent Resources <br /> Attn: Mic}tael Bukovansky INGIN(INING <br /> BEG=Below Existing Grade <br /> LABORATORY FIELD <br /> DEr'TN <br /> TEST LOCATION TEST OR MAXIMUM <br /> NO TYPE ELEVATION DRY DRY MOISTURE COMPAC- SOIL TYPE <br /> OMC DENSITY CONTENT iION <br /> ItMt1 DENSITY IXI (PC4 h) (%1 <br /> IPCO <br /> 1 Waste Pile N 2' BEG 135.9 8.3 125.0 5.4 92 Mancos Shale <br /> lA Waste Pile SC 2' BEG 135.9 8.3 119.8 5.0 88 " <br /> 2 Waste Pile N Existing 135. 9 8.3 120.8 8.0 89 " <br /> Grade <br /> 3 Waste Pile N 4' BEG 135.9 8.3 109.4 5.9 81 " <br /> 4 Waste Pile N Existing 134.5 6.5 132.2 7.3 98 " <br /> Grade <br /> 4A Waste Pile SC Existing 134.5 6.5 128.2 4.4 95 " <br /> Grade <br /> 5 Waste Pile N 5' BEG 134.5 6.5 92.3 21.4 69 " <br /> `J'ECIFICATION COMPACTION d 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 of earth moving units test no(s) and should be removed or reworked <br /> Type and number of compaction units ❑ Fill tested meets specifications <br /> Number of passes thickness of lift ❑ Contractor advised <br /> O Full time observation ❑ Part time observation <br /> Method of adding moisture PROGRESS REPORT Tests taken in pits excavated at time of <br /> 1 his report presents opinions formed as a result of our observation of IIII placement We have yelled testing. Some isolated snow lenses were observed in pits <br /> on the contractor to continue applying the recommended compactive effort and moisture to the fill excavated in Mancos Shale waste. Test numbers correspond <br /> diainq times when our observer is not observing operations Tests are made of the fill only as <br /> twi-eved necessary to calibrate our observers judgement Test data are not the sole basis for to client's numbering. <br /> opinions on whether the fill meets specifications <br /> Bobby Hays Steve Pawlak <br /> OBSERVER APPROVED BY <br />