Laserfiche WebLink
r 4815 List Drive, Unit 115 <br /> y KLE/NFELOER Colorado Springs,CO 80919 <br /> Bright People.Right solutions. Phone:(719)632-3593 Fax:(719)632-2648 <br /> Report To: Report Date: 3/31/2016 <br /> PK Enterprises,Inc. Project No.: 20153265.001A <br /> Kuyper, Pete Project: PK Enterprises, Inc. <br /> P.O.Box 729 Task: 01-0001-Lab Testing <br /> Divide, CO 80814 <br /> 150 Sample No.: COS_8558 <br /> Date Sampled: <br /> Sample Location: <br /> Delivered <br /> 145 ____---------------------------_•_ <br /> Material Description: <br /> Pit Run <br /> 140 Curves at 100% <br /> Saturation For <br /> Specific Gravity of: <br /> 2.70 <br /> Compaction Test Method: <br /> C 135 ------•-- - - _---------------------------------- 2.80 ASTM D 1557 Method C <br /> n 2,90 <br /> Maximum Dry Unit Weight(pcf): 138.6 <br /> r Optimum Water Content(%): 5.6" <br /> Q1 "designates uncorrected test values <br /> 3 130 <br /> — Corrected Maximum Dry Unit Weight(pcf): <br /> -J 140.0 <br /> G125 Corrected Optimum Water Content(%): <br /> 5.3 <br /> Material Separated on: <br /> 120 ...... <br /> 3/4 in.(19.0 mm) <br /> Percentage of Oversize Material: <br /> 7.2 <br /> 2.567+ Bulk Specific Gravity of Oversize Material: <br /> 11s <br /> Liquid Limit: 31 <br /> 110 Plasticity Index: 13 <br /> 0 5 10 15 20 25 <br /> %Silt/Clay: 8.3 <br /> Water Content(%) %Sand: 39.6 <br /> %Gravel: 52.1 <br /> Remarks: <br /> Reviewed on by: <br /> Limitations:Pursuant to applicable building codes,the results presented in this report are for the exclusive use of the client and the registered design professional in <br /> responsible charge.The results apply only to the samples tested.If changes to the specifications were made and not communicated to Kleinfelder,Kleinfelder assumes no <br /> responsibility for pass/fall statements(meets/did not meet),if provided.This report may not be reproduced,except In full,without vrritten approval of Kleinfelder <br /> Page 1 of 1 <br />