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Home My WebLink AboutNC0038377_Grain Size Dist and Spec Grav_20150902Particle Size Distribution Report O O O c c c c�0 a N a m a N 100 90 80 70 W 60 LL Z 50 LLI LLJ d 40 30 20 10 0 100 10 1 0.1 0.01 0.001 (-�RAIKI gl7F -mm % +3„ % Gravel % Sand Coarse Medium Fine % Fines Silt Clay Coarse Fine O 0.0 0.0 0.0 0.0 0.5 2.3 90.7 6.5 1-1 0.0 0.0 1.0 2.1 10.7 18.8 24.0 52.4 38.0 15.0 0 0.0 0.0 0.0 0.0 17.0 21.0 SOIL DATA SYMBOL SOURCE SAMPLE NO. DEPTH (ft.) Material Description USCS O Boring ABMW-01 3.5-5.0 Grey CLAY (SG = 2.295) ❑ Boring ABMW-02 56.0-57.0 Grey fi.-med. sandy CLAY (SG = 2.704) 0 Boring ABMW-04 39.0-41.5 Grey & brown fi.-med. sandy CLAY (SG = 2.624) Bunnell Lammons Engineering, Inc. Client: Synterra Project: Duke - Mayo Greenville, SC �J Project No.: 715-5612-03 Particle Size Distribution Report O O O c c c c a N M a W a N 100 90 80 70 W 60 LL Z 50 LLJ d 40 30 20 10 0 100 10 1 0.1 0.01 0:001 (-�RAIKI .q17F -mm % +3„ % Gravel % Sand % Fines Silt Clay Coarse Fine Coarse Medium Fine O 0.0 0.0 9.6 16.2 32.7 27.8 13.3 0.4 1-1 0.0 0.0 0.0 0.0 2.4 14.8 33.1 44.8 49.7 44.6 0.0 0.0 0.0 0.0 0.2 10.4 O 0.0 0.0 0.0 0.0 1.0 20.4 77.2 1.4 1 22.3 0 0.0 0.0 0.0 0.0 9.2 22.6 45.9 SOIL DATA SYMBOL SOURCE SAMPLE NO. DEPTH (ft.) Material Description USCS O Boring ABMW-3 3.0-4.9 Grey silty fi.-co. SAND (SG = 2.674) ❑ Boring ABMW-3 40.0-42.0 Brown & grey fi. sandy CLAY (SG = 2.654) 0 Boring MW-12 5.0-6.2 Reddish brown fi. sandy SILT (SG = 2.714) O Boring MW-12 50.0-52.35 Light grey fi. sandy SILT (SG = 2.684) V Boring MW-13 2.5-4.75 Grey & brown fi. sandy SILT (SG = 2.654) Bunnell Lammons Engineering, Inc. Client: Synterra Project: Duke - Mayo Greenville, SC �J Project No.: 715-5612-03 Particle Size Distribution Report C C O O O c c c c� a N M a a N c0 M N e- \ \ # # # # # # # # 100 90 80 70 W 60 LL LLI w d 40 30 20 10 0 100 10 1 0.1 0.01 0.001 (-�RAIKI gl7F -mm % +3„ % Gravel % Sand Coarse Medium Fine % Fines Silt Clay Coarse Fine O 0.0 0.0 17.3 7.5 21.4 21.5 21.6 10.7 1-1 0.0 0.0 0.0 0.0 8.2 12.6 29.6 30.3 27.3 48.9 10.5 0.0 0.0 2.6 6.1 23.9 O 0.0 11.3 18.8 12.1 22.8 19.5 8.8 6.7 SOIL DATA SYMBOL SOURCE SAMPLE NO. DEPTH (ft.) Material Description USCS O Boring MW-16 5.0-6.75 Grey silty fi.-co. SAND (SG = 2.664) ❑ Boring SB-1 4.0-5.5 Light brown fi. sandy CLAY (SG = 2.634) 0 Boring SB-7 0.3-2.8 Brown silty fi.-med. SAND (SG = 2.674) O Boring SB-7 4.5-7.5 Brown silty fi.-co. SAND w/grvl. (SG = 2.695) Bunnell Lammons Engineering, Inc. Client: Synterra Project: Duke - Mayo Greenville, SC �J Project No.: 715-5612-03 Particle Size Distribution Report C C O O O o o o C, a N 100 90 80 70 W 60 LL Z 50 LLI w d 40 30 20 AL 10 0 100 10 1 0.1 0.01 .001 (-�RAIKI gl7F -mm % +3„ % Gravel % Sand Coarse Medium Fine % Fines Silt Clay Coarse Fine O 0.0 0.0 1.6 7.5 18.3 33.7 35.3 3.6 1-1 0.0 0.0 0.5 7.2 19.0 34.2 37.3 33.2 1.8 0.0 0.0 7.1 8.3 14.2 27.3 9.9 O 0.0 0.0 0.2 2.6 10.7 34.0 50.3 2.2 1 8.7 0 0.0 0.0 0.0 1.0 3.9 13.6 1 72.8 SOIL DATA SYMBOL SOURCE SAMPLE NO. DEPTH (ft.) Material Description USCS O Boring AB-01 39.0-40.0 Grey silty fi.-med. SAND (SG = 2.234) ❑ Boring AB-02 24.0-25.0 Grey silty fi.-med. SAND (SG = 2.154) 0 Boring AB-02 BR 14.0-15.0 Greyish brown silty fi.-co. SAND (SG = 2.785) O Boring AB-03 35.0-36.0 Grey fi.-med. sandy SILT (SG = 2.204) V Boring AB-04 23.5-25.0 Grey fi. sandy SILT (SG = 2.204) Bunnell Lammons Engineering, Inc. Client: Synterra Project: Duke - Mayo Greenville, SC �J Project No.: 715-5612-03 Particle Size Distribution Report C C c 0 O O IN a N 10 # 100 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 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 I I I 90 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 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 I I I I 80 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 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 I I I I I I I I I I I I I I I I 70 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 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 I I I LpJ 60 I I I I I I I I I I I I I I I Z I I I I I I I I I I I I I LL 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 I I Z 50 LLI i..! I I I I I I I I I I I I I I I I I I I I I I LLJ Q_ 40 f 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 I I I I I I I I I I I I I I I I I I I I I 30 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 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 I I I I I I I I I I I I I I I I I I I I I I 20 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 I I I I I I I I 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 I I I I I I I I I I I I I I I 10 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 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 I I I I 0 100 10 1 0.1 0.01 0.001 (-�RAIKI gl7F -mm % +3„ % Gravel % Sand Coarse Medium Fine % Fines Silt Clay Coarse Fine O 0.0 27.8 17.2 6.7 6.9 8.7 22.8 9.9 1-1 0.0 0.0 3.0 6.5 17.1 34.3 14.3 19.5 13.0 33.8 29.8 5.3 0.0 14.8 13.4 7.6 14.3 5.8 O 0.0 0.0 2.1 21.3 26.4 24.9 5.8 10.2 0 0.0 0.0 20.9 21.0 17.0 1 17.9 SOIL DATA SYMBOL SOURCE SAMPLE NO. DEPTH (ft.) Material Description USCS O Boring MW-03 BR 22.0-25.0 Light brown silty fi.-co. SAND w/grvl (SG = 2.755) ❑ Boring MW-08 BR 19.0-22.0 Light brown silty fi.-med. SAND (SG = 2.735) 0 Boring MW-09BR 44.0-46.0 Dark Grey silty fi.-co. SAND w/grvl (SG = 2.765) O Boring MW-13BR 17.0-27.0 Light brown silty fi.-co. SAND (SG = 2.722) V Boring MW-13BR 52.0-54.0 Brown silty fi.-co. SAND w/grvl (SG = 2.692) Bunnell Lammons Engineering, Inc. Client: Synterra Project: Duke - Mayo Greenville, SC �J Project No.: 715-5612-03 Figure Particle Size Distribution Report C C O O O c c c c� a N M a a N 100 90 80 70 W 60 LL Z 50 LLI LLJ d 40 30 20 10 0 100 10 1 0.1 0.01 0.001 (-�RAIKI gl7F -mm % +3„ % Gravel % Sand Coarse Medium Fine % Fines Silt Clay Coarse Fine O 0.0 0.0 21.6 19.0 16.7 14.0 21.1 7.6 SOIL DATA SYMBOL SOURCE SAMPLE NO. DEPTH (ft.) Material Description USCS O Boring MW-16BR 34.0-35.0 Dark brown silty fi.-co. SAND (SG = 2.724) Bunnell Lammons Engineering, Inc. Client: Synterra Project: Duke - Mayo Greenville, SC �J Project No.: J15-5612-03 Particle Size Distribution Report C C O O O c c c c a N 0 a C, 100 90 80 70 W 60 LL Z 50 LLI w d 40 30 20 10 0 100 10 1 0.1 0.01 0.001 (,'RAINI C17F mm % +3„ % Gravel % Sand Coarse Medium Fine % Fines Silt Clay Coarse Fine O 0.0 0.0 0.0 0.0 15.2 20.5 43.9 20.4 1-1 0.0 0.0 0.3 4.1 19.4 30.2 29.5 32.9 16.5 0.0 0.0 1.8 1.8 5.4 18.1 40.0 O 0.0 0.0 2.1 6.5 19.5 33.2 29.1 20.3 9.6 3.2 0 0.0 0.0 1.7 11.7 31.7 31.4 SOIL DATA SYMBOL SOURCE SAMPLE NO. DEPTH (ft.) Material Description USCS O Boring SB-1 7.0-8.0 Light brown fi.-med. sandy SILT (SG = 2.675) ❑ Boring SB-1 17.5-18.5 Light brown clayey fi.-med. SAND (SG = 2.645) 0 Boring SB-3 18.5-19.5 Brownish grey fi. sandy CLAY (SG = 2.625) O Boring SB-4 4.0-5.0 Dk. brown & It. grey silty fi.-med. SAND (SG = 2.675) V Boring SB-5 6.5-7.5 Light brown silty fi.-co. SAND (SG = 2.675) Bunnell Lammons Engineering, Inc. Client: Synterra Project: Duke - Mayo Greenville, SC �J Project No.: 715-5612-03 Particle Size Distribution Report C C O O O c c c c � a N M a � a N 100 90 80 70 W 60 LL LLI uJ d 40 30 20 0 100 10 1 0.1 0.01 0.001 (-,RAINI C17F mm % +3„ % Gravel % Sand Coarse Medium Fine % Fines Silt Clay Coarse Fine O 0.0 0.0 1.5 12.8 28.4 29.6 24.5 3.2 SOIL DATA SYMBOL SOURCE SAMPLE NO. DEPTH (ft.) Material Description USCS Boring SB-5 12.4-13.4 Lt. brown & grey silty fi.-co. SAND (SG = 2.685) Bunnell Lammons Engineering, Inc. Client: Synterra Project: Duke - Mayo Greenville, SC �J Project No.: J15-5612-03