ARCHIVED REPORTS_2006_15 - Laserfiche WebLink

Home Browse Search

Vector Engineering Inc. 143E Spring Hill Drive, Grass Valley, CA 95945 (530) 272-2448 LABORATORY SERVICES Forward Inc. A TTERBERG LIMITS Summary Report ASTM D-4318 021605.06 Lab Log N0. 1623 LSN 02/21/06 TD /V, Forward Landfill -Stage 1A Closure SAMPLE IDENTIFICATION SAMPLE DESCRIPTION September 21, 2005 LIQUID LIMIT PLASTIC LIMIT PLASTIC INDEX 1623A ❑ CL -9 Clay with Sand CL 31 21 10 16238 O CL -10 Clay with Sand CL 31 20 11 1623C + CL -11 Sandy Clay CL 32 21 11 1623D x CL -12 Clay with Sand CL 32 20 12 1623E – CL -13 Clay with Sand CL 30 20 10 1623E ® CL -14 Clay with Sand CL 33 20 13 1623G • CL -15 Clay with Sand CL 33 19 14 PLASTICITY CHART 50 CH or OH / 40 U Line — W30 - --- — q Line Z U — – — C/)20 — _..— --- ------ CL or OL n - X8 MH or OH 10 CL - ML' ML or OL 0 10 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (LL) These results appy only tot e above listedsamples. a data an information are proprietary an can not a released without authorization o Vector EngineeringInc. By accepting the data and results represented on this page, client agrees to limit the liability of Vector Engineering, Inc. from Client and all other parties claims arising out of the use of this data to the cost for the respective test(s) represented here, and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. LSN 02/21/06 TD /V, o m � SAMPLE IDENTIFICATION SAMPLE DESCRIPTION UNIFIED SYMBOL LIQUID LIMIT PLASTIC LIMIT PLASTIC INDEX 1623A ❑ CL -9 Clay with Sand CL 31 21 10 16238 O CL -10 Clay with Sand CL 31 20 11 1623C + CL -11 Sandy Clay CL 32 21 11 1623D x CL -12 Clay with Sand CL 32 20 12 1623E – CL -13 Clay with Sand CL 30 20 10 1623E ® CL -14 Clay with Sand CL 33 20 13 1623G • CL -15 Clay with Sand CL 33 19 14 L : Labexcel 1 Projects 12002 1021605 1 1623-PI-Base.xls rent ate: Entered By: Rev. By: Lab Log o.: L %^ 0% DCN: PI-rp (rev. 3/14/03)