Laserfiche WebLink
PROJECT: <br />CONTRACTOR: <br />DRILL RIG: <br />AUGER: <br />S - Standard spilt spoon <br />C - California barrel <br />T - Shelby tube <br />B - Bulk <br />O - Grab <br />DP - Direct push <br />TEST BORING REPORT <br />East Pueblo Gravel Mine CLIENT: Transit Mix <br />Spectrtmt Exploration, Inc. <br />CMS 75, truck -mount <br />3-3/4 in. ID hollow stem HAMMER: Automatic <br />GRAPHIC LEGEND <br />Clayey Overburden <br />• Mineable Sand/Gravel <br />• Claystone <br />CLASSIFICATION AND REMARKS <br />SANDY CLAY (CL) <br />Brown, moist, mostly clay, some lino sand, Ibtlo coarse sand, trace fine gravel. <br />- FINR ALLUVIUM - <br />LBAN CLAY WITH SAND (CL) <br />Stiff, brown, very moist, mostly day, little fine sand, trace fiat gravel. <br />- FINE ALLUVIUM - <br />SILTY CLAY (CL -ML) — — — — — — <br />Medium stiff, alternating brown and gray, very mold, mostly silty lean clay, <br />trace fine sand. <br />POORLY GRADED SAND (SP) <br />Loose, brown, wct, mostly medium sand, little lino sand, atuae coarse sand. <br />- COARSE ALLUVIUM - <br />POORLY GRADED SAND (SP) <br />Loose, brown, wet mostly coarse sand, some medium sand, little fine sand. <br />- COARSE ALLUVIUM - <br />SAMPLER SIZE <br />S - I -3 /S in. (ID) <br />C - 2 in. (ID) <br />T - 3 in. (ID) <br />FINE ALLUVIUM <br />GROUND WATER ABBREVIATIONS <br />WD - While drilling <br />NE - Not encountered <br />UC - Upon completion <br />AC - After completion <br />13 <br />14 <br />15 <br />16 <br />17 <br />18 <br />L9 <br />LABORATORY RESULTS <br />12 <br />11 <br />10 <br />BORING HA -111 <br />Page 1 of 2 <br />Pile: 20358 -000 <br />Location: See Plan <br />Elevation: <br />Date Start: 6/14/99 <br />Date Finish: 6/14/99 <br />Driller. S. WHITLEY <br />Logged By: N. MALAKAR <br />8 <br />77 <br />30 <br />BORING HA -111 <br />Page. 1 of 2 <br />14 <br />