ARCHIVED REPORTS_2009_26 - Laserfiche WebLink

Home Browse Search

Z CTOR VENGINEERING, INC. An Ausenco group company ALLIED WASTE INC. PARTICLE IANALYSIS Test Report ASTM C-136 021605.09 le: FORWARD LANDFILL FU -08 UPPER GRAVEL SAND BOULDERS COBBLES COARSE FINE COARSE MEET EDIUM FINE US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. 6" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 100 200 Lab Sample No: 2871B Report Date: September 2 SILTAND CLAY HYDROMETER 0 Sample ID * Description % Gravel % Sand % Silt - Clay T • DG -A6 (Rec'd 8/27) Poorly Grade(dSP) Sand w/ Gravel 44.5 100 2.1 10 I I I I I I I I I I I i i 1 I I I I l i I i I I I I I I 11 I I I 1 i I 90 I I I A I i 1 V I I I I I I I I I 1 1 I I I 1 1 1 1 1 I I I I I I V I i l I 1 1 1 i 1 I I i I V I I I I I I I I i t I I I I I i I I I I I I i I I I I I I I I I V 1 1 I I I I I I I 1 I i I i I I I i V I I I I I i V I I I I 1 I V 1 20 1 1 I I I t I I i l l l l i I I V I I I t I I V V V I I I I I I I I I I I I i I 1 I I I i t I I 1 1 I I I I I i I I I I I 1 I I i I I 1 1 I i I I I I I 1 i i I I I I i I i H i l l i I I l l l i I I i l l i I I 80 V I I I I I i V I I I I I I V I I I I I I I I I 1 1 i i I I I I i l l l I I I V I I I I I 1 1 I i I I V I I I 1 I I V I I I I I I V 30 I I I 1 1 I I I V I I I I I I I I I I I I I I I 1 1 I I I I 1 I I I I I V I I I I I I I I I I I I I I I i I I i i t I I i I I I I I I I I I I 1 70 I I I I I I I I V I I I I I I V I I I I I I I I I I I I I 1 I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I t, 40 60 �y I i i I I i i I I V I I i l l l l 1 •L 50 50 Q. 1 1 1 1 1 I I I 1 1 1 1 1 1 V I I I I I I I 1 i l l l l 1 1 i i I I I 1 1 1 I I I V I I I I I I I I i 1 1 1 1 1 1 1 1 1 1 1 1 I i i a �;T 60 I I I 1 1 I 1 I V I I I I I I V I I I I I I 1 1 1 I I I I I V I I I 1 1 1 I I I 1 I I I I I 1 1 I I I I I I I V V I I I I i I I I I I I I 40 V I I I I I I V I I I I I I I I I I I I I I V I I I I I I I I 1 1 1 1 I i I I I I I I i l l l I I I V I I I I I I 70 I V i V 30 I I I I I I I I I I 1 I I i l I I I I l 1 1 I I 1 V I I I V I I I I I I I I 1 I I i I I I I I I i I I I I I i I I 1 V I I I I I I V 80 I I i I I I I I I I 1 1 1 I I 1 i l I I I I I 1 I I V I I I 1 1 I I I I 1 1 1 1 I I I I I I I I I I 1 1 I I I 1 1 V I I I I I I I I I I I I I I I I I I 1 I I I I I I 1 1 11 H I I I I I I I 1 i l l I I I i I I I I I V I I I I I I 20 V I I I I I I V I I I I I I t l I I I I I I 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I l i I I I I I I I I I I I I I I I i I I I I i l l I I I i I I I I 1 I I I I I I I I 1 1 1 I I I I I 90 I I I 1 1 I I I I I I I I 1 I I 11 V I I I I I I I I I I I I i l l l i 11 I I I I I I I I I I I I I i i I I I I 10 1 1 1 I I i 1 1 I I I I I I I i l I I 1 I I i I I I I I I i I I I I i I 100 I I i I I I I I I I I I I I I I I I I I 1 I I I I I I 1 1 1 I I i I I 0 1000.00 100.00 10.00 1.00 0.10 0.01 0.00 Particle Diameter, mm Size Passing, mm Dfi0 = 5.23 D30 = 3.28 D10 = 1.15 Coefficient of Curvature, Cc: 1.79 Coefficient of Uniformity, Cu: 4.55 Fineness Modulus = 5.06 " Visual Classification based on ASTM D-2488 Note: ' Percentages are +/- 0.1 % based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3. These results apply only to the above listed samples. The data and information are proprietaryand can not be released without authorization of Vector Engineering Inc. 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. E: Labexcel 1 Projects 120021021605 1 2871B -MA Print Date: Reviewed By. LSN: DCN: MA-rp (rev. 6/04/05) 09/08/09 64s, 2871B Sample ID * Description % Gravel % Sand % Silt - Clay T • DG -A6 (Rec'd 8/27) Poorly Grade(dSP) Sand w/ Gravel 44.5 53.4 2.1 Size Passing, mm Dfi0 = 5.23 D30 = 3.28 D10 = 1.15 Coefficient of Curvature, Cc: 1.79 Coefficient of Uniformity, Cu: 4.55 Fineness Modulus = 5.06 " Visual Classification based on ASTM D-2488 Note: ' Percentages are +/- 0.1 % based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3. These results apply only to the above listed samples. The data and information are proprietaryand can not be released without authorization of Vector Engineering Inc. 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. E: Labexcel 1 Projects 120021021605 1 2871B -MA Print Date: Reviewed By. LSN: DCN: MA-rp (rev. 6/04/05) 09/08/09 64s, 2871B