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Home My WebLink AboutI-53_CC07131 PSD RptJULY 2019 LNCO/CC07131 LAB TESTING/NC SUMMARY OF SOIL DATA 19127823 Sample Identification Sample Type Sample Depth Soil Classi- fication Natural Moisture % Atterberg Limits Grain Size Distribution Compaction Gs Unit Weight Permeability (cm/sec) Additional Tests Conducted (See Notes) % Finer No. 4 Sieve % Finer No. 200 Sieve oFiner .005 mm Maximum Dry Density (lb/cuft) Optimum Moisture % Moisture %T(lblcuff ry L.L. P.L. P.I. L.I. EL1.9EC Bag - SP 23.2 - - - - 99.7 3.7 1.8 EL5.5GC Bag - (SM) 26.2 - - - - 100.0 17.0 7.0 EL7.1EC Bag - (SW-SM) 27.3 - - - - 94.1 10.2 4.0 EL8.5SEC Bag - SP 17.0 - - - 92.8 4.9 2.0 - - - - NH2.3MC Bag - (SM) 20.6 - - 100.0 21.1 11.5 ABBREVIATIONS: LIQUID LIMIT (LL) PLASTIC LIMIT (PL) PLASTICITY INDEX (PI) LIQUIDITY INDEX (LI) SPECIFIC GRAVITY (Gs) MOISTURE (Mc) NOTES: T = TRIAXIAL TEST U = UNCONFINED COMPRESSION TEST C = CONSOLIDATION TEST DS = DIRECT SHEAR TEST O = ORGANIC CONTENT P = pH Golder Associates Inc. Y 2019 PARTICLE SIZE DISTRIBUTION & ATTERBERG LIMITS ASTM D421, D422, D4318 PROJECT NAME: ENCO/CC07131 LAB TESTING/NC SAMPLE ID: EL1.9EC - Depth: - TYPE: Bag 100 12 3" 2" 1" 314" 318" #4 410 020 #40 #60 #100 #200 90 80 70 P 60 a s 50 s i 40 n g 30 20 10 0 . 1000 100 10 1 0.1 0.01 0.001 Particle size in millimeters h v) Coarse I Fme Caarse Md... I Fine Silt or Clay COBBLES I GRAVEL I SAND FINES EE�] Particle Size Particle Size Passin" rllacaifioarin" P-ta"a 12.0" 304.8 100.0 Cobbles 0.0 3.0" 75.0 100.0 2.5" 63.5 100.0 Coarse Gravel 0.0 2.0" 50.0 100.0 1.5" 37.5 100.0 1.0" 25.0 100.0 0.75" 19.0 100.0 0.50" 12.7 100.0 Fine Gravel 0.3 0.375" 9.5 100.0 #4 4.8 99.7 #10 2.00 98.6 Coarse Sand 1.2 #20 0.85 82.0 Medium Sand 53.6 #40 0.43 45.0 #60 0.25 23.2 Fine Sand 41.3 #100 0.15 8.7 #200 0.075 3.7 Imml %FinT 0.038 3.5 Fins Silt or Clay 3.7 0.024 3.5 0.014 3.5 0.0098 2.6 0.0069 1.8 0.0034 1.8 0.0014 1.8 DESCRIPTION: SAND, fine to coarse, trace fine gravel, trace fines; dark yellowish brown. USCS: SP a 60 W In 04. 0 PLASTICITY CHART U-L c A-1 cti., B i Got "r 11 CL m Mor L CLi 1 t 10 20 30 40 50 60 70 90 90 too 110 LIQUID LIMIT (LL) ATTERBERG LIMITS Method -B (Dry preparation) Nk LL PL PI LI 23.2 LL 0.75-ORORGAMAMC towxt TECH TJ/CH/TB DATE 7(W/19 Golder Associates Inc. JULY 2019 19127823 PARTICLE SIZE DISTRIBUTION & ATTERBERG LIMITS ASTM D421, D422, D4318 PROJECT NAME: ENCO/CC07131 LAB TESTING/NC SAMPLE ID: EL5.5GC - Depth: - TYPE: Bay 100 12" 3" 2" 1" 3/4" 3/8" 94 #10 020 #40 #60 0100 #200 90 80 70 % P 60 a s 50 s ' 40 n 9 30 20 10 0 G I000 100 10 1 0.1 0.01 0.001 Particle size in millimeters Coarse Fmc Coarse Medium I Fme Sdt or Clay COBBLES GRAVEL SAND FINES Particle Size Particle Size fmml % Pacc;- f i-if;-;- a.r". 1- 12.0" 304.8 100.0 Cobbles 0.0 3.0" 75.0 100.0 2.5" 63.5 100.0 Coarse Gravel 0.0 2.0" 50.0 100.0 1.5" 37.5 100.0 1.0" 25.0 100.0 0.75" 19.0 100.0 0.50" 12.7 100.0 Fine Gravel 0.0 0.375" 9.5 100.0 #4 4.8 100.0 #10 2.00 99.4 Coarse Sand 0.6 #20 0.85 91.3 Medium Sand 37.5 #40 0.43 61.9 #60 0.25 33.0 Fine Sand 44.9 #100 1 0.15 22.4 #200 1 0.075 1 17.0 (mm) %Finer T u 0.037 13.9 Fines Silt or Clay 17.0 0.023 12.9 0.013 12.0 0.0096 10.2 0.0068 8.3 0.0034 6.5 0.0014 6.5 DESCRIPTION: SILTY SAND, fine to coarse; dark yellowush brown and gray. USCS: (SM) PLASTICITY CHART 60 auz cre 50 Io - ML or L CL i - 1 0 t 0 10 20 30 40 50 60 70 80 90 too 110 LIQUID LIMIT (LL) ATTERBERG LIMITS Method -B (Dry preparation) AI, LL PL PI Lr 26.2 LL (wen -dried) <0.75-ORGAMC (OUGH) TECH TJ/TB DATE 7 9/19 CHECK REVIEW APPROVE Golder Associates Inc. JULY 2019 19127823 PARTICLE SIZE DISTRIBUTION & ATTERBERG LIMITS ASTM D421, D422, D4318 PROJECT NAME: ENCO/CC07131 LAB TESTING/NC SAMPLE ID: EL7.IEC - Depth: - TYPE: Bag 100 90 80 70 P 60 a s 50 s I 40 n g 30 20 10 0 1000 Particle size in millimeters Coarse Fine Coarse Medium Fme Sdt or Clay COBBLES I GRAVEL I SAND FINES Particle Size Particle Size (mm) % Passing Classification Percentage 304.8 100.0 PLASTICITY CHART 12.0" Cobbles 0.0 3.0" 75.0 100.0 2.5" 63.5 100.0 Coarse Gravel 0.0 2.0" 50.0 100.0 1.5" 37.5 100.0 1.0" 25.0 100.0 0.75" 19.0 100.0 0.50" 12.7 98.5 Fine Gravel 5.9 0.375" 9.5 97.4 #4 4.8 94.1 #10 2.00 83.9 CGarseSand 10.2 #20 0.85 62.7 Medium Sand 43.5 #40 0.43 40.4 #60 0.25 27.4 Fine Sand 30.3 #100 0.15 17.6 #200 0.075 10.2 .T (mm) %Finer 0.037 8.4 Fines Silt or Clay 10.2 0.024 7.6 0.014 6.7 0.0097 5.9 0.0069 5.1 0.0034 3.4 0.0014 3.4 DESCRIPTION: SAND, fine to coarse, somee fine gravel, some fines; grayish brown, trace organics. USCS: (SW-SM) 60 50 a w 40 n. z U30 1 20 10 - MLm L CL a o ' 0 10 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (LL) ATTERBERG LIMITS Method -B (Dry preparation) M, LL PL PI LI 27.3 LL (oven -dried) < 0.75 - ORGANIC (GL'GH) TECH TJ/CFUTB DATE 7/19/19 Golder Associates Inc. Y 2019 PARTICLE SIZE DISTRIBUTION & ATTERBERG LIMITS ASTM D421, D422, D4318 PROJECT NAME: ENCO/CC07131 LAB TESTING/NC SAMPLE ID: EL8.5SEC Depth: - TYPE: Bag 100 90 80 70 P 60 a s 50 s r 40 n g 30 20 10 0 WL 1000 Particle size in millimeters Coarse Fine Coarse Medium Fiat, Silt or Clay COBBLES GRAVEL SAND FINES Particle Size Particle Size (mm) %Passing Classification Percentage 304.8 100.0 f PLASTICITY CHART 12.0" Cobbles 0.0 3.0" 75.0 100.0 2.5" 63.5 100.0 Coarse Gravel 0.0 2.0" 50.0 100.0 1.5" 37.5 100.0 1.0" 25.0 100.0 0.75" 19.0 100.0 0.50" 12.7 98.4 Fine Gravel 7.2 0.375" 9.5 96.8 #4 4.8 92.8 #10 2.00 82.9 Coarse Sand 9.9 #20 0.85 48.1 Medium Sand 66.5 #40 0.43 16.4 #60 0.25 9.0 Fine Sand 11.5 #100 0.15 6A #200 0.075 4.9 (mm) %Finer .T A Hu E Q v S 0.038 4.9 Fmes Silt or Clay 4.9 0.024 4.1 0.014 4.1 0.0098 3.2 0.0069 3.2 0.0034 1.6 0.0014 1.6 DESCRIPTION: SAND, fine to coarse, some fine gravel, trace fines; grayish brown, trace organics. USCS: SP 60 W1, W 40 O z U30 a 20 MELON llx 0 0 l0 20 30 40 50 60 70 80 90 lo0 110 LIQUID LIMIT (LL) ATTERBERG LIMITS Method -B (Dry preparation) M. LL PL PI LI 17.0 LL (oven -dried) o.75 - oaO�w(c (OL-OH) TECH T1/TB Golder Associates Inc. Y 2019 19127823 PARTICLE SIZE DISTRIBUTION & ATTERBERG LIMITS ASTM D421, D422, D4318 PROJECT NAME: ENCO/CC07131 LAB TESTING/NC SAMPLE ID: NH12.3MC - Depth: - TYPE: Bag 100 12" 3^ 2^ 1" 3/4" 4l8" a4 #10 #20 #40 #60 0100 a200 90 THH, k 80 70 % P 60 a s 50 s i 40 n g 30 20 10 0 1000 100 10 I 0.1 0.01 0.001 Particle size in millimeters Coarse Fare rs Coae Medium I Fine Silt or Clay COBBLES GRAVEL SAND FINES Particle Size Particle Size 12.0" 304.8 100.0 Cobbles 0.0 3.0" 75.0 100.0 2.5" 63.5 100.0 Coarse Gravel 0.0 2.0" 50.0 100.0 1.5" 37.5 100.0 1.0" 25.0 100.0 0.75" 19.0 100.0 0.50" 12.7 100.0 Fine Gravel 0.0 0.375" 9.5 100.0 #4 4.8 100.0 #10 2.00 95.9 Coarse Sand 4.1 #20 0.85 63.0 Medium Sand 593 #40 0.43 36.6 #60 0.25 27.9 FLnc Sand 15.6 #100 0.15 23.9 #200 0.075 21.1 (min) � Finer 0.036 19.1 Fines Silt or Clay 21.1 0.023 18.3 0.013 17.4 0.0094 14.8 0.0067 13.0 0.0033 8.7 0.0014 7.0 DESCRIPTION: SILTY SAND, fine to coarse; reddish brown. USCS: (SM) IE 50 40 U30 .ey] 0. 20 1n 0 0 10 20 30 40 50 60 70 80 90 100 .10 LIQUM LIMIT (LL) ATTERBERG LIMITS Method -B (Dry preparation) Wk LL PL P1 LI 20.6 LL (oveti-dried) <0.75-00.GAMC (ol.roH) TECH TJ/L1UTB DATE CHECK s.-+ APPROVE Golder Associates Inc.