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Geo -Logic ASS O C I ATE S REPUBLIC SERVICES WA-ff— J --&Jr VJ-15. IF v1v Test Report ASTM D-422 / D-6913 2013.A055 t Name: FORWARD LF WMU FU -13 GRAVEL SAND BOULDERS COBBLES COARSE FINE COARSE MEDIUM T 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 10 20 30 a 40 m 50 is is a 60 70 80 90 100 Lab Sample NO: 35198 Report Date: May 20, 2013 SILT AND CLAY HYDROMETER 100 90 80 70 60 a� c h CZ 500- C C N 400- 30 00- 30 20 10 0 1000.00 100.00 10.00 1.00 0.10 U.U1 U.00 Particle Diameter, mm Size Passing, mm D60 = N/A D30 = N/A U10 - N/A Coefficient of Curvature, C,: N/A Coefficient of Uniformity, C,: N/A Fineness Modulus = 0.40 Note: ` Percentages are +/- 0.1 % based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3. This testing is based upon accepted industry practice as well as the test method listed. These results apply only to the samph supplied and tested for the above referenced job L : Labexcel 1 Projects 1 Client 1 Client Name 1 3519 1 35198 -ma Print Date: Entered By: Reviewed By. LSN. DCN: MA-rp (rev. 6/27/12) 05/28/13 A 35198 Sample ID Description % Gravel % Sand % Silt - Clay • FLCB-0516-S2 Brown Sandy Lean Clay (CL) 0.3 34.1 65.6 Size Passing, mm D60 = N/A D30 = N/A U10 - N/A Coefficient of Curvature, C,: N/A Coefficient of Uniformity, C,: N/A Fineness Modulus = 0.40 Note: ` Percentages are +/- 0.1 % based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3. This testing is based upon accepted industry practice as well as the test method listed. These results apply only to the samph supplied and tested for the above referenced job L : Labexcel 1 Projects 1 Client 1 Client Name 1 3519 1 35198 -ma Print Date: Entered By: Reviewed By. LSN. DCN: MA-rp (rev. 6/27/12) 05/28/13 A 35198