Attachment 003 Soil Test Results.pdf
PDF 1 MB Posted
- Solicitation number
- PE-77129-NONST-2024-000000002
- Issued by
- Hall County, Georgia
About this file
This document contains soil test results related to a landfill project for Candler Road Landfill. The test results provide detailed data on soil samples collected from various locations at the landfill site, including hydraulic conductivity, Atterberg limits, sieve analysis, and compaction characteristics. The tests were conducted in accordance with ASTM and AASHTO standards by TIMELY ENGINEERING SOIL TESTS, LLC. The results cover 10 different sample locations across the landfill site and provide comprehensive geotechnical information about the soil conditions at the site.
The test data includes specific details on soil properties such as moisture content, dry density, void ratio, and permeability. This information would be valuable for engineers and contractors involved in the design, construction, and operation of the Candler Road Landfill. The results indicate that the soil at the site generally consists of cohesive materials with varying degrees of plasticity and fines content, which would need to be considered in the landfill development plans.
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TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: 770-938-8233
SOIL Fax: 770-923-8973
TESTS, LLC Web: www.test-llc.com Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
Initial Sample Data (Before Test) Test Data Final Data (After Test) Height 3.000 in 7.62 cm Speed 6 Diameter 2.875 in 7.30 cm Board Number 8 Average Height of Sample 3.140 in 7.98 cm Area 6.49 in2 41.88 cm2 Cell Number 18 Average Diameter of Sample 2.910 in 7.39 cm Volume 319.14 cm3 0.0113 ft3 Flow Pump Number 4B Area 6.65 in2 42.91 cm2
Mass 586.40 g 1.29 lb Flow Pump Rate* 3.58E-03 cm3/sec Volume 342.22 cm3 0.0121 ft3 Dry Density 87.4 pcf Specific Gravity 2.700 (Assumed) B - Value 0.95 Mass 635.90 g 1.40 lb Vol. of Voids 164.70 cm3
Dry Density 93.7 pcf Cell Pressure 100.0 psi Vol. of Solids 177.52 cm3
Back Pressure 80.0 psi Void Ratio 0.93 Confining (Effective) Pressure 20.0 psi Saturation 95.1 %
Mass of wet sample & tare 403.40 g Max Head 23.21 cm Mass of wet sample & tare 719.30 g Mass of dry sample & tare 354.60 g Min Head 22.51 cm Mass of dry sample & tare 562.78 g Mass of tare 136.70 g Maximum Gradient 2.91 Mass of tare 83.70 g % Moisture 22.4 Minimum Gradient 2.82 % Moisture 32.7
TIME FUNCTION ∆ t Gradient Temp. PERMEABILITY (cm/sec) Note: Deaired Water Used for Permeability Test.
DATE HOUR MIN (sec) Tx( oC ) @ Tx RT @ 20 oC
03/28/23 15 5 - 2.91 22.5 - - - 03/28/23 15 10 300 2.82 22.5 2.91E-05 0.942 2.75E-05 03/28/23 15 15 300 2.91 22.5 2.91E-05 0.942 2.75E-05 03/28/23 15 20 300 2.82 22.5 2.91E-05 0.942 2.75E-05 * 03/28/23 15 25 300 2.91 22.5 2.91E-05 0.942 2.75E-05 * 03/28/23 15 30 300 2.82 22.5 2.91E-05 0.942 2.75E-05 * 03/28/23 15 35 300 2.91 22.5 2.91E-05 0.942 2.75E-05 *
Reported Average Hydraulic Conductivity* 2.7E-05 cm/sec
Flow pump ID # Balance ID # 1035/1036 Differential Pressure Meter ID # 1045/1049
Thermometer ID # Oven ID # 495 60oC Board Pressure Meter ID # 290
Syringe ID # Oven ID # 496/758 110oC Pore Pressure Meter ID # 216
*Constant Rate of Flow System (Flow Pump with Calibrated Syringe for Inflow and Calibrated Graduated Pipette for outflow) is capable to maintain a constant rate of inflow & outflow through the fully saturated sample with accuracy +/-5%. Flow Pump Rate is used for calculations of HC (ASTM STP 977) results at steady Differential Pressure (DP) Readings at the range of +/-5%. Permeation was stopped after HC versus Time (see table above) showed no significant upward or downward trend.
22.51 23.21
796/985
0.33
0.32
0.32
0.33
22.51
DESCRIPTION
22.51
23.21 USCS
DP, (psi)
NA0.33
(ASTM D2487;2488)
23.21
23.21
REMARKS
NA
Material passed #4 sieve used for testing. Material was remolded to 99.9% of requested dry density (standard proctor) at 0.2% above requested moisture content.
Moisture Content
ASTM D 5084; Standard Test Method for Measurement of Hydraulic Conductivity of Saturated Porous
Remold
0.32
Moisture Content
Materials Using a Flexible Wall Permeameter (Method D, Constant Rate of Flow)
READING
0.33
Head (cm)
231313.10 2307A-08-2
Candler Road Landfill 44900+44904/#7a+8b
Checked By
Tested By AS
Date 03/28/23
Attachment #003 Soil Test Results http://www.test-llc.com
SOIL Fax: 770-923-8973
TESTS, LLC Web: www.test-llc.com Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
Initial Sample Data (Before Test) Test Data Final Data (After Test) Height 3.000 in 7.62 cm Speed 6 Diameter 2.875 in 7.30 cm Board Number 6 Average Height of Sample 3.100 in 7.87 cm Area 6.49 in2 41.88 cm2 Cell Number 56 Average Diameter of Sample 2.920 in 7.42 cm Volume 319.14 cm3 0.0113 ft3 Flow Pump Number 4A Area 6.70 in2 43.20 cm2
Mass 595.90 g 1.31 lb Flow Pump Rate* 3.58E-03 cm3/sec Volume 340.19 cm3 0.0120 ft3 Dry Density 87.0 pcf Specific Gravity 2.700 (Assumed) B - Value 0.95 Mass 630.60 g 1.39 lb Vol. of Voids 164.61 cm3
Dry Density 92.6 pcf Cell Pressure 100.0 psi Vol. of Solids 175.58 cm3
Back Pressure 80.0 psi Void Ratio 0.94 Confining (Effective) Pressure 20.0 psi Saturation 95.1 %
Mass of wet sample & tare 404.90 g Max Head 50.64 cm Mass of wet sample & tare 711.90 g Mass of dry sample & tare 350.40 g Min Head 49.24 cm Mass of dry sample & tare 555.61 g Mass of tare 139.80 g Maximum Gradient 6.43 Mass of tare 82.30 g % Moisture 25.9 Minimum Gradient 6.25 % Moisture 33.0
TIME FUNCTION ∆ t Gradient Temp. PERMEABILITY (cm/sec) Note: Deaired Water Used for Permeability Test.
DATE HOUR MIN (sec) Tx( oC ) @ Tx RT @ 20 oC
03/28/23 10 10 - 6.34 21.3 - - - 03/28/23 10 15 300 6.25 21.3 1.32E-05 0.969 1.28E-05 03/28/23 10 20 300 6.43 21.3 1.31E-05 0.969 1.27E-05 03/28/23 10 25 300 6.34 21.3 1.30E-05 0.969 1.26E-05 * 03/28/23 10 30 300 6.25 21.3 1.32E-05 0.969 1.28E-05 * 03/28/23 10 35 300 6.34 21.3 1.32E-05 0.969 1.28E-05 * 03/28/23 10 40 300 6.25 21.3 1.32E-05 0.969 1.28E-05 *
Reported Average Hydraulic Conductivity* 1.3E-05 cm/sec
Flow pump ID # Balance ID # 1035/1036 Differential Pressure Meter ID # 1044/1048
Thermometer ID # Oven ID # 495 60oC Board Pressure Meter ID # 1042
Syringe ID # Oven ID # 496/758 110oC Pore Pressure Meter ID # 1105
*Constant Rate of Flow System (Flow Pump with Calibrated Syringe for Inflow and Calibrated Graduated Pipette for outflow) is capable to maintain a constant rate of inflow & outflow through the fully saturated sample with accuracy +/-5%. Flow Pump Rate is used for calculations of HC (ASTM STP 977) results at steady Differential Pressure (DP) Readings at the range of +/-5%. Permeation was stopped after HC versus Time (see table above) showed no significant upward or downward trend.
49.24
796/985
49.94 0.70
0.71 0.70
0.72 0.71
0.70 0.71
DESCRIPTION
HeadREADING
49.94
(ASTM D2487;2488)
49.24 49.94
NA
49.24 50.64
REMARKS
NA USCS
Material passed #4 sieve used for testing. Material was remolded to 99.8% of requested dry density (standard proctor) at 0.2% above requested moisture content.
Moisture Content
Materials Using a Flexible Wall Permeameter (Method D, Constant Rate of Flow)
Candler Road Landfill
Checked By
(cm)DP, (psi)
44920/#8a + #3
Moisture Content
ASTM D 5084; Standard Test Method for Measurement of Hydraulic Conductivity of Saturated Porous
Remold/Composite
231313.10 2307A-08-2
Tested By IH
Date 03/28/23
SOIL Fax: 770-923-8973
TESTS, LLC Web: www.test-llc.com Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
Initial Sample Data (Before Test) Test Data Final Data (After Test) Height 3.000 in 7.62 cm Speed 6 Diameter 2.875 in 7.30 cm Board Number 5 Average Height of Sample 3.150 in 8.00 cm Area 6.49 in2 41.88 cm2 Cell Number 44 Average Diameter of Sample 2.910 in 7.39 cm Volume 319.14 cm3 0.0113 ft3 Flow Pump Number 3B Area 6.65 in2 42.91 cm2
Mass 595.10 g 1.31 lb Flow Pump Rate* 3.58E-03 cm3/sec Volume 343.31 cm3 0.0121 ft3 Dry Density 91.6 pcf Specific Gravity 2.700 (Assumed) B - Value 0.95 Mass 653.60 g 1.44 lb Vol. of Voids 156.71 cm3
Dry Density 98.4 pcf Cell Pressure 100.0 psi Vol. of Solids 186.60 cm3
Back Pressure 80.0 psi Void Ratio 0.84 Confining (Effective) Pressure 20.0 psi Saturation 95.6 %
Mass of wet sample & tare 412.80 g Max Head 33.76 cm Mass of wet sample & tare 726.00 g Mass of dry sample & tare 370.50 g Min Head 32.36 cm Mass of dry sample & tare 576.44 g Mass of tare 139.30 g Maximum Gradient 4.22 Mass of tare 73.40 g % Moisture 18.3 Minimum Gradient 4.04 % Moisture 29.7
TIME FUNCTION ∆ t Gradient Temp. PERMEABILITY (cm/sec) Note: Deaired Water Used for Permeability Test.
DATE HOUR MIN (sec) Tx( oC ) @ Tx RT @ 20 oC
03/28/23 10 5 - 4.13 21.3 - - - 03/28/23 10 10 300 4.04 21.3 2.04E-05 0.969 1.98E-05 03/28/23 10 15 300 4.04 21.3 2.07E-05 0.969 2.00E-05 03/28/23 10 20 300 4.22 21.3 2.02E-05 0.969 1.96E-05 * 03/28/23 10 25 300 4.13 21.3 2.00E-05 0.969 1.94E-05 * 03/28/23 10 30 300 4.22 21.3 2.00E-05 0.969 1.94E-05 * 03/28/23 10 35 300 4.13 21.3 2.00E-05 0.969 1.94E-05 *
Reported Average Hydraulic Conductivity* 1.9E-05 cm/sec
Flow pump ID # Balance ID # 1035/1036 Differential Pressure Meter ID # 262
Thermometer ID # Oven ID # 495 60oC Board Pressure Meter ID # 1042
Syringe ID # Oven ID # 496/758 110oC Pore Pressure Meter ID # 1105
Checked By
Tested By AK
Date 03/28/23
231313.10 2307A-08-2
Candler Road Landfill 44901/#9b
Moisture Content
ASTM D 5084; Standard Test Method for Measurement of Hydraulic Conductivity of Saturated Porous
Remold
0.48
Moisture Content
Materials Using a Flexible Wall Permeameter (Method D, Constant Rate of Flow)
READING
0.47
Head (cm)
(ASTM D2487;2488)
33.06
33.06
REMARKS
NA
Material passed #4 sieve used for testing. Material was remolded to 99.8% of requested dry density (standard proctor) at 0.2% above requested moisture content.
0.47
33.76
DESCRIPTION
33.76
33.06 USCS
DP, (psi)
NA0.46
*Constant Rate of Flow System (Flow Pump with Calibrated Syringe for Inflow and Calibrated Graduated Pipette for outflow) is capable to maintain a constant rate of inflow & outflow through the fully saturated sample with accuracy +/-5%. Flow Pump Rate is used for calculations of HC (ASTM STP 977) results at steady Differential Pressure (DP) Readings at the range of +/-5%. Permeation was stopped after HC versus Time (see table above) showed no significant upward or downward trend.
32.36 32.36
796/985
0.47
0.48
0.46
SOIL Fax: 770-923-8973
TESTS, LLC Web: www.test-llc.com Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
Initial Sample Data (Before Test) Test Data Final Data (After Test) Height 3.000 in 7.62 cm Speed 6 Diameter 2.875 in 7.30 cm Board Number 21 Average Height of Sample 3.129 in 7.95 cm Area 6.49 in2 41.88 cm2 Cell Number 6 Average Diameter of Sample 2.892 in 7.35 cm Volume 319.14 cm3 0.0113 ft3 Flow Pump Number 1A Area 6.57 in2 42.38 cm2
Mass 622.70 g 1.37 lb Flow Pump Rate* 3.58E-03 cm3/sec Volume 336.82 cm3 0.0119 ft3 Dry Density 97.7 pcf Specific Gravity 2.700 (Assumed) B - Value 0.95 Mass 661.80 g 1.46 lb Vol. of Voids 141.46 cm3
Dry Density 103.0 pcf Cell Pressure 100.0 psi Vol. of Solids 195.35 cm3
Back Pressure 80.0 psi Void Ratio 0.72 Confining (Effective) Pressure 20.0 psi Saturation 95.0 %
Mass of wet sample & tare 404.80 g Max Head 112.54 cm Mass of wet sample & tare 743.30 g Mass of dry sample & tare 363.60 g Min Head 111.84 cm Mass of dry sample & tare 609.12 g Mass of tare 136.70 g Maximum Gradient 14.16 Mass of tare 82.30 g % Moisture 18.2 Minimum Gradient 14.07 % Moisture 25.5
TIME FUNCTION ∆ t Gradient Temp. PERMEABILITY (cm/sec) Note: Deaired Water Used for Permeability Test.
DATE HOUR MIN (sec) Tx( oC ) @ Tx RT @ 20 oC
03/28/23 14 5 - 14.16 22.5 - - - 03/28/23 14 10 300 14.07 22.5 5.99E-06 0.942 5.64E-06 03/28/23 14 15 300 14.16 22.5 5.99E-06 0.942 5.64E-06 03/28/23 14 20 300 14.16 22.5 5.97E-06 0.942 5.63E-06 * 03/28/23 14 25 300 14.07 22.5 5.99E-06 0.942 5.64E-06 * 03/28/23 14 30 300 14.16 22.5 5.99E-06 0.942 5.64E-06 * 03/28/23 14 35 300 14.07 22.5 5.99E-06 0.942 5.64E-06 *
Reported Average Hydraulic Conductivity* 5.6E-06 cm/sec
Flow pump ID # Balance ID # 1035/1036 Differential Pressure Meter ID # 1107
Thermometer ID # Oven ID # 495 60oC Board Pressure Meter ID # 777
Syringe ID # Oven ID # 496/758 110oC Pore Pressure Meter ID # 1054
*Constant Rate of Flow System (Flow Pump with Calibrated Syringe for Inflow and Calibrated Graduated Pipette for outflow) is capable to maintain a constant rate of inflow & outflow through the fully saturated sample with accuracy +/-5%. Flow Pump Rate is used for calculations of HC (ASTM STP 977) results at steady Differential Pressure (DP) Readings at the range of +/-5%. Permeation was stopped after HC versus Time (see table above) showed no significant upward or downward trend.
111.84 112.54
796/985
1.59
1.60
1.59
1.59
112.54
DESCRIPTION
112.54
112.54 USCS
DP, (psi)
NA1.60
(ASTM D2487;2488)
111.84
111.84
REMARKS
NA
Material passed #4 sieve used for testing. Material was remolded to 99.8% of requested dry density (standard proctor) at 0.3% above requested moisture content.
Moisture Content
ASTM D 5084; Standard Test Method for Measurement of Hydraulic Conductivity of Saturated Porous
Remold
1.60
Moisture Content
Materials Using a Flexible Wall Permeameter (Method D, Constant Rate of Flow)
READING
1.60
Head (cm)
231313.10 2307A-08-2
Candler Road Landfill 44902/Stockpile
Checked By
Tested By EB
Date 03/28/23
ENGINEERING Phone: 770-938-8233 Tested By GS
SOIL Fax: 770-923-8973 Date 03/01/23
TESTS, LLC Web: www.test-llc.com Checked By 34.7 Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
ASTM D 4318/AASHTO T 88, T 89
Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Atterberg Limits)
LIQUID LIMIT
Number of Blows 34 27 20 Oven ID # 495 60oC Mass of Wet Sample & Tare, g 37.58 32.12 38.58 Oven ID # 496/758 110oC Mass of Dry Sample & Tare, g 34.20 29.30 34.86 Balance ID # 563/818 Mass of Tare, g 26.06 22.61 26.27 Liquid Limit Device ID # 451/1118 Moisture Content, % 41.52 42.15 43.31
PLASTIC LIMIT
Mass of Wet Sample & Tare, g 38.46 39.26 Mass of Dry Sample & Tare, g 35.40 35.90 Mass of Tare, g 26.03 25.50 NOTE: MATERIAL PASSING NO. 40 SIEVE Moisture Content, % 32.66 32.31 WAS USED FOR TEST
NATURAL MOISTURE
Mass of Wet Sample & Tare, g 984.80 LIQUID LIMIT (LL) 43 Mass of Dry Sample & Tare, g 866.30 PLASTIC LIMIT (PL) 32 Mass of Tare, g 307.00 PLASTICITY INDEX (PI) 11 Moisture Content, % 21.19 LIQUIDITY INDEX (LI) -0.98
DESCRIPTION
USCS (ASTM D2487; D2488) NA AASHTO (M 145) NA
NA
44903/#1a -
231313.10 2307A-08-1 Candler Road Landfill Bulk
10 100
NUMBER OF BLOWS
M O
IS
TU
R E
C O
N
TE
N T
20 25 30 40
ENGINEERING Phone: 770-938-8233 Tested By IH
SOIL Fax: 770-923-8973 Date 02/27/23
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
NATURAL MOISTURE CONTENT HYGROSCOPIC MOISTURE CONTENT
Mass of Wet Sample & Tare, g 443.2 Mass of Wet Sample & Tare, g Mass of Dry Sample & Tare, g 389.9 Mass of Dry Sample & Tare, g Mass of Tare, g 139.2 Mass of Tare, g Moisture Content, % 21.3 Moisture Content, %
Total mass of wet sample used for sieve analysis & tare, g 158.7
Mass of Tare, g 0.0
Total mass of dry sample used for sieve analysis, g 130.9
REMARKS
Mass of Tare, g 0.0 Mass of sample and tare retained on No. 200 sieve, g 40.0
Percent of sample retained on No. 200 sieve, % 30.6
Percent of material finer than No. 200 sieve, % 69.4
DESCRIPTION LL
PL
PI
Oven ID # 495 60oC USCS (ASTM D2487; D2488) NA Oven ID # 496/758 110oC
Balance ID# 597/818/1035 NOTE: ASTM D1140 Method used: Sieve No. 200 ID # 1075/547 Length of Soaking Period: Sieve Shaker ID # 555/848
SIEVE ANALYSIS
231313.10 2307A-08-1 Candler Road Landfill Bulk
44903/#1a
AASHTO T11; Standard Test Method for Materials Finer Than the No. 200 (75-µm) Sieve in Mineral Aggregates by Washing
ASTM D 1140; Standard Test Method for Amount of Material in Soils Finer Than the No. 200 (75-µm) Sieve
Overnight B
SAMPLE DATA
NA
ENGINEERING Phone: 770-938-8233 Tested By
SOIL Fax: 770-923-8973 Date
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info wet dry MOISTURE CONTENT Mass of Soil before sieving, g 19420.0 16024.8 Coarse + Fine
Fraction Coarse Fraction
Mass of Mat. Retained on No. 4 sieve, g 984.8 797.1
Mass of Mat. Retained on 3/8" sieve, g 797.1 797.1 866.3 797.1
Mass of Mat. Retained on 3/4" sieve, g 307.0 0.0
21.2 0.0
Material Retained on No. 4 Sieve, % Material Retained on 3/8" Sieve, % 5.0
Material Retained on 3/4" Sieve, % Procedure B
Total, % (oversized) 5.0
Points 1 2 3 4 5 Mold ID Number 798
Mass of Mold and Soil, g 5882.0 5942.0 5985.0 5965.0 Mass of Mold, g 4218.5
Mass of Wet Sample & Tare, g 620.7 620.5 620.7 620.7 Volume of Mold, ft3 0.0333
Mass of Dry Sample & Tare, g 543.6 536.6 528.2 518.5 Hammer ID Number 743
Mass of Tare, g 183.4 182.3 174.9 179.5 Number of Blows per layer 25
Moisture Content, % 21.4 23.7 26.2 30.1 Number of Layers 3 Mechanical Compactor ID Number 317
Wet Density, pcf 110.1 114.1 116.9 115.6
Dry Density, pcf 90.7 92.3 92.7 88.8
Oven ID # 495 60oC Oven ID # 496/758 110oC
REMARKS
DESCRIPTION
NA
NA
Maximum Dry Density, pcf 92.8 Corrected Maximum Dry Density, pcf NA Optimum Moisture Content, % 25.7 Corrected Optimum Moisture Content, % NA
Mass of Tare, g Moisture Content, %
ASTM D 698
Standard Test Method for Laboratory Compaction Characteristics of Soil Using
Standard Effort (12,400 ft-lbf/ft3 (600kN-m/m3))
DETERMINATION OF TEST PROCEDURE
Mass of Wet Sample & Tare, g Mass of Dry Sample & Tare, g
44903/#1a
231313.10 2307A-08-1 Candler Road Landfill Bulk
JL
02/28/23
TEST DATA
NA
Method A: Material retained on No. 4 Sieve< 25% Method B: Material retained on 3/8" Sieve < 25% Method C: Material retained on 3/4" Sieve < 30%
AASHTO M145
USCS (ASTM D2487; D2488)
Moisture vs. Dry Density
87.0
89.0
91.0
93.0
95.0
97.0
20.0 21.0 22.0 23.0 24.0 25.0 26.0 27.0 28.0 29.0 30.0 31.0
Moisture Content, %
D ry
D en si ty
, p cf
100% Saturation Curves:
(Gs=2.6); (Gs=2.7); (Gs=2.8)
SOIL Fax: 770-923-8973 Date 03/02/23
TESTS, LLC Web: www.test-llc.com Checked By 34.7 Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
ASTM D 4318/AASHTO T 88, T 89
Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Atterberg Limits)
LIQUID LIMIT
Number of Blows 33 26 18 Oven ID # 495 60oC Mass of Wet Sample & Tare, g 33.16 34.22 38.76 Oven ID # 496/758 110oC Mass of Dry Sample & Tare, g 30.00 30.96 34.60 Balance ID # 563/818 Mass of Tare, g 21.97 22.97 24.85 Liquid Limit Device ID # 451/1118 Moisture Content, % 39.35 40.80 42.67
PLASTIC LIMIT
Mass of Wet Sample & Tare, g 36.04 37.55 Mass of Dry Sample & Tare, g 33.42 35.00 Mass of Tare, g 25.75 27.61 NOTE: MATERIAL PASSING NO. 40 SIEVE Moisture Content, % 34.16 34.51 WAS USED FOR TEST
NATURAL MOISTURE
Mass of Wet Sample & Tare, g 428.50 LIQUID LIMIT (LL) 41 Mass of Dry Sample & Tare, g 394.00 PLASTIC LIMIT (PL) 34 Mass of Tare, g 136.80 PLASTICITY INDEX (PI) 7 Moisture Content, % 13.41 LIQUIDITY INDEX (LI) -2.94
DESCRIPTION
USCS (ASTM D2487; D2488) NA AASHTO (M 145) NA
NA
44913/#2a -
231313.10 2307A-08-1 Candler Road Landfill Bulk
10 100
NUMBER OF BLOWS
M O
IS
TU
R E
C O
N
TE
N T
SOIL Fax: 770-923-8973 Date 02/28/23
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
NATURAL MOISTURE CONTENT HYGROSCOPIC MOISTURE CONTENT
Mass of Wet Sample & Tare, g 428.5 Mass of Wet Sample & Tare, g Mass of Dry Sample & Tare, g 394.0 Mass of Dry Sample & Tare, g Mass of Tare, g 136.8 Mass of Tare, g Moisture Content, % 13.4 Moisture Content, %
Total mass of wet sample used for sieve analysis & tare, g 156.4
Mass of Tare, g 0.0
Total mass of dry sample used for sieve analysis, g 137.9
REMARKS
Mass of Tare, g 0.0 Mass of sample and tare retained on No. 200 sieve, g 114.9
Percent of sample retained on No. 200 sieve, % 83.3
Percent of material finer than No. 200 sieve, % 16.7
PI
Oven ID # 495 60oC USCS (ASTM D2487; D2488) NA Oven ID # 496/758 110oC
Balance ID# 597/818/1035 NOTE: ASTM D1140 Method used: Sieve No. 200 ID # 1075/547 Length of Soaking Period: Sieve Shaker ID # 555/848
ASTM D 1140; Standard Test Method for Amount of Material in Soils Finer Than the No. 200 (75-µm) Sieve
Overnight B
SAMPLE DATA
NA
SIEVE ANALYSIS
231313.10 2307A-08-1 Candler Road Landfill Bulk
44913/#2a
AASHTO T11; Standard Test Method for Materials Finer Than the No. 200 (75-µm) Sieve in Mineral Aggregates by Washing
SOIL Fax: 770-923-8973 Date 03/02/23
TESTS, LLC Web: www.test-llc.com Checked By 34.7 Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
ASTM D 4318/AASHTO T 88, T 89
Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Atterberg Limits)
LIQUID LIMIT
Number of Blows 34 28 18 Oven ID # 495 60oC Mass of Wet Sample & Tare, g 37.18 38.79 35.85 Oven ID # 496/758 110oC Mass of Dry Sample & Tare, g 33.69 34.72 32.26 Balance ID # 563/818 Mass of Tare, g 26.45 26.50 25.42 Liquid Limit Device ID # 451/1118 Moisture Content, % 48.20 49.51 52.49
PLASTIC LIMIT
Mass of Wet Sample & Tare, g 34.16 33.59 Mass of Dry Sample & Tare, g 31.83 31.01 Mass of Tare, g 24.38 22.78 NOTE: MATERIAL PASSING NO. 40 SIEVE Moisture Content, % 31.28 31.35 WAS USED FOR TEST
NATURAL MOISTURE
Mass of Wet Sample & Tare, g 412.00 LIQUID LIMIT (LL) 50 Mass of Dry Sample & Tare, g 351.80 PLASTIC LIMIT (PL) 31 Mass of Tare, g 137.20 PLASTICITY INDEX (PI) 19 Moisture Content, % 28.05 LIQUIDITY INDEX (LI) -0.16
DESCRIPTION
USCS (ASTM D2487; D2488) NA AASHTO (M 145) NA
NA
44914/#2b -
231313.10 2307A-08-1 Candler Road Landfill Bulk
10 100
NUMBER OF BLOWS
M O
IS
TU
R E
C O
N
TE
N T
SOIL Fax: 770-923-8973 Date 02/28/23
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
NATURAL MOISTURE CONTENT HYGROSCOPIC MOISTURE CONTENT
Mass of Wet Sample & Tare, g 412.0 Mass of Wet Sample & Tare, g Mass of Dry Sample & Tare, g 351.8 Mass of Dry Sample & Tare, g Mass of Tare, g 137.2 Mass of Tare, g Moisture Content, % 28.1 Moisture Content, %
Total mass of wet sample used for sieve analysis & tare, g 153.2
Mass of Tare, g 0.0
Total mass of dry sample used for sieve analysis, g 119.6
REMARKS
Mass of Tare, g 0.0 Mass of sample and tare retained on No. 200 sieve, g 38.0
Percent of sample retained on No. 200 sieve, % 31.8
Percent of material finer than No. 200 sieve, % 68.2
PI
Oven ID # 495 60oC USCS (ASTM D2487; D2488) NA Oven ID # 496/758 110oC
Balance ID# 597/818/1035 NOTE: ASTM D1140 Method used: Sieve No. 200 ID # 1075/547 Length of Soaking Period: Sieve Shaker ID # 555/848
ASTM D 1140; Standard Test Method for Amount of Material in Soils Finer Than the No. 200 (75-µm) Sieve
Overnight B
SAMPLE DATA
NA
SIEVE ANALYSIS
231313.10 2307A-08-1 Candler Road Landfill Bulk
44914/#2b
AASHTO T11; Standard Test Method for Materials Finer Than the No. 200 (75-µm) Sieve in Mineral Aggregates by Washing
SOIL Fax: 770-923-8973 Date 03/01/23
TESTS, LLC Web: www.test-llc.com Checked By 34.7 Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
ASTM D 4318/AASHTO T 88, T 89
Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Atterberg Limits)
LIQUID LIMIT
Number of Blows 34 27 18 Oven ID # 495 60oC Mass of Wet Sample & Tare, g 33.45 36.85 36.61 Oven ID # 496/758 110oC Mass of Dry Sample & Tare, g 30.59 33.79 33.78 Balance ID # 563/818 Mass of Tare, g 22.98 25.75 26.46 Liquid Limit Device ID # 451/1118 Moisture Content, % 37.58 38.06 38.66
PLASTIC LIMIT
Mass of Wet Sample & Tare, g 34.24 32.39 Mass of Dry Sample & Tare, g 33.00 31.00 Mass of Tare, g 24.87 21.97 NOTE: MATERIAL PASSING NO. 40 SIEVE Moisture Content, % 15.25 15.39 WAS USED FOR TEST
NATURAL MOISTURE
Mass of Wet Sample & Tare, g 846.00 LIQUID LIMIT (LL) 38 Mass of Dry Sample & Tare, g 784.70 PLASTIC LIMIT (PL) 15 Mass of Tare, g 299.30 PLASTICITY INDEX (PI) 23 Moisture Content, % 12.63 LIQUIDITY INDEX (LI) -0.10
DESCRIPTION
USCS (ASTM D2487; D2488) NA AASHTO (M 145) NA
NA
44899/#3 -
231313.10 2307A-08-1 Candler Road Landfill Bulk
10 100
NUMBER OF BLOWS
M O
IS
TU
R E
C O
N
TE
N T
SOIL Fax: 770-923-8973 Date 02/27/23
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
NATURAL MOISTURE CONTENT HYGROSCOPIC MOISTURE CONTENT
Mass of Wet Sample & Tare, g 438.5 Mass of Wet Sample & Tare, g Mass of Dry Sample & Tare, g 406.1 Mass of Dry Sample & Tare, g Mass of Tare, g 137.2 Mass of Tare, g Moisture Content, % 12.0 Moisture Content, %
Total mass of wet sample used for sieve analysis & tare, g 152.5
Mass of Tare, g 0.0
Total mass of dry sample used for sieve analysis, g 136.1
REMARKS
Mass of Tare, g 0.0 Mass of sample and tare retained on No. 200 sieve, g 86.7
Percent of sample retained on No. 200 sieve, % 63.7
Percent of material finer than No. 200 sieve, % 36.3
PI
Oven ID # 495 60oC USCS (ASTM D2487; D2488) NA Oven ID # 496/758 110oC
Balance ID# 597/818/1035 NOTE: ASTM D1140 Method used: Sieve No. 200 ID # 1075/547 Length of Soaking Period: Sieve Shaker ID # 555/848
ASTM D 1140; Standard Test Method for Amount of Material in Soils Finer Than the No. 200 (75-µm) Sieve
Overnight B
SAMPLE DATA
NA
SIEVE ANALYSIS
231313.10 2307A-08-1 Candler Road Landfill Bulk
44899/#3
AASHTO T11; Standard Test Method for Materials Finer Than the No. 200 (75-µm) Sieve in Mineral Aggregates by Washing
SOIL Fax: 770-923-8973 Date
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info wet dry MOISTURE CONTENT Mass of Soil before sieving, g 16820.0 14934.0 Coarse + Fine
Fraction Coarse Fraction
Mass of Mat. Retained on No. 4 sieve, g 846.0 311.5
Mass of Mat. Retained on 3/8" sieve, g 311.5 311.5 784.7 311.5
Mass of Mat. Retained on 3/4" sieve, g 299.3 0.0
12.6 0.0
Material Retained on No. 4 Sieve, % Material Retained on 3/8" Sieve, % 2.1
Material Retained on 3/4" Sieve, % Procedure B
Total, % (oversized) 2.1
Points 1 2 3 4 5 Mold ID Number 798
Mass of Mold and Soil, g 5780.0 5867.0 5881.0 5876.0 Mass of Mold, g 4218.5
Mass of Wet Sample & Tare, g 530.6 530.0 530.3 530.2 Volume of Mold, ft3 0.0333
Mass of Dry Sample & Tare, g 464.5 457.8 455.3 451.7 Hammer ID Number 743
Mass of Tare, g 126.5 125.4 124.7 125.6 Number of Blows per layer 25
Moisture Content, % 19.6 21.7 22.7 24.1 Number of Layers 3 Mechanical Compactor ID Number 317
Wet Density, pcf 103.4 109.1 110.1 109.7
Dry Density, pcf 86.5 89.7 89.7 88.4
Oven ID # 495 60oC Oven ID # 496/758 110oC
REMARKS
DESCRIPTION
NA
NA
Maximum Dry Density, pcf 89.8 Corrected Maximum Dry Density, pcf NA Optimum Moisture Content, % 22.3 Corrected Optimum Moisture Content, % NA
TEST DATA
NA
Method A: Material retained on No. 4 Sieve< 25% Method B: Material retained on 3/8" Sieve < 25% Method C: Material retained on 3/4" Sieve < 30%
AASHTO M145
USCS (ASTM D2487; D2488)
44899/#3
231313.10 2307A-08-1 Candler Road Landfill Bulk
JL
02/28/23
Mass of Tare, g Moisture Content, %
ASTM D 698
Standard Test Method for Laboratory Compaction Characteristics of Soil Using
Standard Effort (12,400 ft-lbf/ft3 (600kN-m/m3))
DETERMINATION OF TEST PROCEDURE
Mass of Wet Sample & Tare, g Mass of Dry Sample & Tare, g
Moisture vs. Dry Density
85.0
87.0
89.0
91.0
93.0
95.0
19.0 20.0 21.0 22.0 23.0 24.0 25.0 26.0 27.0 28.0 29.0 30.0
Moisture Content, %
D ry
D en si ty
, p cf
100% Saturation Curves:
SOIL Fax: 770-923-8973 Date 03/02/23
TESTS, LLC Web: www.test-llc.com Checked By 34.7 Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
ASTM D 4318/AASHTO T 88, T 89
Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Atterberg Limits)
LIQUID LIMIT
Number of Blows 34 28 18 Oven ID # 495 60oC Mass of Wet Sample & Tare, g 32.75 36.53 35.07 Oven ID # 496/758 110oC Mass of Dry Sample & Tare, g 29.57 32.93 31.22 Balance ID # 563/818 Mass of Tare, g 22.68 25.43 23.81 Liquid Limit Device ID # 451/1118 Moisture Content, % 46.15 48.00 51.96
PLASTIC LIMIT
Mass of Wet Sample & Tare, g 36.51 34.85 Mass of Dry Sample & Tare, g 34.24 31.64 Mass of Tare, g 27.65 22.34 NOTE: MATERIAL PASSING NO. 40 SIEVE Moisture Content, % 34.45 34.52 WAS USED FOR TEST
NATURAL MOISTURE
Mass of Wet Sample & Tare, g 458.30 LIQUID LIMIT (LL) 49 Mass of Dry Sample & Tare, g 398.80 PLASTIC LIMIT (PL) 34 Mass of Tare, g 139.50 PLASTICITY INDEX (PI) 15 Moisture Content, % 22.95 LIQUIDITY INDEX (LI) -0.74
DESCRIPTION
USCS (ASTM D2487; D2488) NA AASHTO (M 145) NA
NA
44917/#4a -
231313.10 2307A-08-1 Candler Road Landfill Bulk
10 100
NUMBER OF BLOWS
M O
IS
TU
R E
C O
N
TE
N T
SOIL Fax: 770-923-8973 Date 02/28/23
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
NATURAL MOISTURE CONTENT HYGROSCOPIC MOISTURE CONTENT
Mass of Wet Sample & Tare, g 458.3 Mass of Wet Sample & Tare, g Mass of Dry Sample & Tare, g 398.8 Mass of Dry Sample & Tare, g Mass of Tare, g 139.5 Mass of Tare, g Moisture Content, % 22.9 Moisture Content, %
Total mass of wet sample used for sieve analysis & tare, g 154.8
Mass of Tare, g 0.0
Total mass of dry sample used for sieve analysis, g 125.9
REMARKS
Mass of Tare, g 0.0 Mass of sample and tare retained on No. 200 sieve, g 58.0
Percent of sample retained on No. 200 sieve, % 46.1
Percent of material finer than No. 200 sieve, % 53.9
PI
Oven ID # 495 60oC USCS (ASTM D2487; D2488) NA Oven ID # 496/758 110oC
Balance ID# 597/818/1035 NOTE: ASTM D1140 Method used: Sieve No. 200 ID # 1075/547 Length of Soaking Period: Sieve Shaker ID # 555/848
ASTM D 1140; Standard Test Method for Amount of Material in Soils Finer Than the No. 200 (75-µm) Sieve
Overnight B
SAMPLE DATA
NA
SIEVE ANALYSIS
231313.10 2307A-08-1 Candler Road Landfill Bulk
44917/#4a
AASHTO T11; Standard Test Method for Materials Finer Than the No. 200 (75-µm) Sieve in Mineral Aggregates by Washing
SOIL Fax: 770-923-8973 Date 03/02/23
TESTS, LLC Web: www.test-llc.com Checked By 34.7 Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
ASTM D 4318/AASHTO T 88, T 89
Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Atterberg Limits)
LIQUID LIMIT
Number of Blows 32 27 19 Oven ID # 495 60oC Mass of Wet Sample & Tare, g 34.11 37.93 37.27 Oven ID # 496/758 110oC Mass of Dry Sample & Tare, g 31.44 34.10 33.54 Balance ID # 563/818 Mass of Tare, g 24.96 25.09 25.33 Liquid Limit Device ID # 451/1118 Moisture Content, % 41.20 42.51 45.43
PLASTIC LIMIT
Mass of Wet Sample & Tare, g 35.92 39.91 Mass of Dry Sample & Tare, g 33.10 36.90 Mass of Tare, g 25.44 28.67 NOTE: MATERIAL PASSING NO. 40 SIEVE Moisture Content, % 36.81 36.57 WAS USED FOR TEST
NATURAL MOISTURE
Mass of Wet Sample & Tare, g 414.70 LIQUID LIMIT (LL) 43 Mass of Dry Sample & Tare, g 363.80 PLASTIC LIMIT (PL) 37 Mass of Tare, g 139.30 PLASTICITY INDEX (PI) 6 Moisture Content, % 22.67 LIQUIDITY INDEX (LI) -2.39
DESCRIPTION
USCS (ASTM D2487; D2488) NA AASHTO (M 145) NA
NA
44918/#4b -
231313.10 2307A-08-1 Candler Road Landfill Bulk
10 100
NUMBER OF BLOWS
M O
IS
TU
R E
C O
N
TE
N T
SOIL Fax: 770-923-8973 Date 02/28/23
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
NATURAL MOISTURE CONTENT HYGROSCOPIC MOISTURE CONTENT
Mass of Wet Sample & Tare, g 414.7 Mass of Wet Sample & Tare, g Mass of Dry Sample & Tare, g 363.8 Mass of Dry Sample & Tare, g Mass of Tare, g 139.3 Mass of Tare, g Moisture Content, % 22.7 Moisture Content, %
Total mass of wet sample used for sieve analysis & tare, g 150.5
Mass of Tare, g 0.0
Total mass of dry sample used for sieve analysis, g 122.7
REMARKS
Mass of Tare, g 0.0 Mass of sample and tare retained on No. 200 sieve, g 76.3
Percent of sample retained on No. 200 sieve, % 62.2
Percent of material finer than No. 200 sieve, % 37.8
PI
Oven ID # 495 60oC USCS (ASTM D2487; D2488) NA Oven ID # 496/758 110oC
Balance ID# 597/818/1035 NOTE: ASTM D1140 Method used: Sieve No. 200 ID # 1075/547 Length of Soaking Period: Sieve Shaker ID # 555/848
ASTM D 1140; Standard Test Method for Amount of Material in Soils Finer Than the No. 200 (75-µm) Sieve
Overnight B
SAMPLE DATA
NA
SIEVE ANALYSIS
231313.10 2307A-08-1 Candler Road Landfill Bulk
44918/#4b
AASHTO T11; Standard Test Method for Materials Finer Than the No. 200 (75-µm) Sieve in Mineral Aggregates by Washing
SOIL Fax: 770-923-8973 Date 03/02/23
TESTS, LLC Web: www.test-llc.com Checked By 34.7 Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
ASTM D 4318/AASHTO T 88, T 89
Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Atterberg Limits)
LIQUID LIMIT
Number of Blows 33 23 19 Oven ID # 495 60oC Mass of Wet Sample & Tare, g 36.93 33.33 34.70 Oven ID # 496/758 110oC Mass of Dry Sample & Tare, g 33.54 30.01 31.50 Balance ID # 563/818 Mass of Tare, g 26.22 23.00 24.83 Liquid Limit Device ID # 451/1118 Moisture Content, % 46.31 47.36 47.98
PLASTIC LIMIT
Mass of Wet Sample & Tare, g 38.90 33.04 Mass of Dry Sample & Tare, g 34.93 30.48 Mass of Tare, g 24.93 23.97 NOTE: MATERIAL PASSING NO. 40 SIEVE Moisture Content, % 39.70 39.32 WAS USED FOR TEST
NATURAL MOISTURE
Mass of Wet Sample & Tare, g 375.10 LIQUID LIMIT (LL) 47 Mass of Dry Sample & Tare, g 328.40 PLASTIC LIMIT (PL) 40 Mass of Tare, g 137.20 PLASTICITY INDEX (PI) 7 Moisture Content, % 24.42 LIQUIDITY INDEX (LI) -2.23
DESCRIPTION
USCS (ASTM D2487; D2488) NA AASHTO (M 145) NA
NA
44910/#5a -
231313.10 2307A-08-1 Candler Road Landfill Bulk
10 100
NUMBER OF BLOWS
M O
IS
TU
R E
C O
N
TE
N T
SOIL Fax: 770-923-8973 Date 02/28/23
TESTS, LLC Web: www.test-llc.com Checked By Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
NATURAL MOISTURE CONTENT HYGROSCOPIC MOISTURE CONTENT
Mass of Wet Sample & Tare, g 375.1 Mass of Wet Sample & Tare, g Mass of Dry Sample & Tare, g 328.4 Mass of Dry Sample & Tare, g Mass of Tare, g 137.2 Mass of Tare, g Moisture Content, % 24.4 Moisture Content, %
Total mass of wet sample used for sieve analysis & tare, g 152.4
Mass of Tare, g 0.0
Total mass of dry sample used for sieve analysis, g 122.5
REMARKS
Mass of Tare, g 0.0 Mass of sample and tare retained on No. 200 sieve, g 81.6
Percent of sample retained on No. 200 sieve, % 66.6
Percent of material finer than No. 200 sieve, % 33.4
PI
Oven ID # 495 60oC USCS (ASTM D2487; D2488) NA Oven ID # 496/758 110oC
Balance ID# 597/818/1035 NOTE: ASTM D1140 Method used: Sieve No. 200 ID # 1075/547 Length of Soaking Period: Sieve Shaker ID # 555/848
ASTM D 1140; Standard Test Method for Amount of Material in Soils Finer Than the No. 200 (75-µm) Sieve
Overnight B
SAMPLE DATA
NA
SIEVE ANALYSIS
231313.10 2307A-08-1 Candler Road Landfill Bulk
44910/#5a
AASHTO T11; Standard Test Method for Materials Finer Than the No. 200 (75-µm) Sieve in Mineral Aggregates by Washing
SOIL Fax: 770-923-8973 Date 03/02/23
TESTS, LLC Web: www.test-llc.com Checked By 34.7 Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
ASTM D 4318/AASHTO T 88, T 89
Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Atterberg Limits)
LIQUID LIMIT
Number of Blows 32 27 18 Oven ID # 495 60oC Mass of Wet Sample & Tare, g 37.19 38.57 38.81 Oven ID # 496/758 110oC Mass of Dry Sample & Tare, g 34.25 35.61 34.34 Balance ID # 563/818 Mass of Tare, g 27.19 28.64 24.32 Liquid Limit Device ID # 451/1118 Moisture Content, % 41.64 42.47 44.61
PLASTIC LIMIT
Mass of Wet Sample & Tare, g 40.80 34.90 Mass of Dry Sample & Tare, g 37.70 32.29 Mass of Tare, g 28.65 24.65 NOTE: MATERIAL PASSING NO. 40 SIEVE Moisture Content, % 34.25 34.16 WAS USED FOR TEST
NATURAL MOISTURE
Mass of Wet Sample & Tare, g 430.80 LIQUID LIMIT (LL) 43 Mass of Dry Sample & Tare, g 392.10 PLASTIC LIMIT (PL) 34 Mass of Tare, g 137.20 PLASTICITY INDEX (PI) 9 Moisture Content, % 15.18 LIQUIDITY INDEX (LI) -2.09
DESCRIPTION
USCS (ASTM D2487; D2488) NA AASHTO (M 145) NA
NA
44911/#5b -
231313.10 2307A-08-1 Candler Road Landfill Bulk
10 100
NUMBER OF BLOWS
M O
IS
TU
R E
C O
N
TE
N T
SOIL Fax: 770-923-8973 Date 02/28/23
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
NATURAL MOISTURE CONTENT HYGROSCOPIC MOISTURE CONTENT
Mass of Wet Sample & Tare, g 430.8 Mass of Wet Sample & Tare, g Mass of Dry Sample & Tare, g 392.1 Mass of Dry Sample & Tare, g Mass of Tare, g 137.2 Mass of Tare, g Moisture Content, % 15.2 Moisture Content, %
Total mass of wet sample used for sieve analysis & tare, g 154.4
Mass of Tare, g 0.0
Total mass of dry sample used for sieve analysis, g 134.0
REMARKS
Mass of Tare, g 0.0 Mass of sample and tare retained on No. 200 sieve, g 97.2
Percent of sample retained on No. 200 sieve, % 72.5
Percent of material finer than No. 200 sieve, % 27.5
PI
Oven ID # 495 60oC USCS (ASTM D2487; D2488) NA Oven ID # 496/758 110oC
Balance ID# 597/818/1035 NOTE: ASTM D1140 Method used: Sieve No. 200 ID # 1075/547 Length of Soaking Period: Sieve Shaker ID # 555/848
SIEVE ANALYSIS
231313.10 2307A-08-1 Candler Road Landfill Bulk
44911/#5b
AASHTO T11; Standard Test Method for Materials Finer Than the No. 200 (75-µm) Sieve in Mineral Aggregates by Washing
ASTM D 1140; Standard Test Method for Amount of Material in Soils Finer Than the No. 200 (75-µm) Sieve
Overnight B
SAMPLE DATA
SOIL Fax: 770-923-8973 Date 03/01/23
TESTS, LLC Web: www.test-llc.com Checked By 34.7 Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
ASTM D 4318/AASHTO T 88, T 89
Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Atterberg Limits)
LIQUID LIMIT
Number of Blows 30 24 18 Oven ID # 495 60oC Mass of Wet Sample & Tare, g 38.00 35.43 38.23 Oven ID # 496/758 110oC Mass of Dry Sample & Tare, g 34.25 31.73 33.59 Balance ID # 563/818 Mass of Tare, g 27.40 25.08 25.45 Liquid Limit Device ID # 451/1118 Moisture Content, % 54.74 55.64 57.00
PLASTIC LIMIT
Mass of Wet Sample & Tare, g 38.83 37.80 Mass of Dry Sample & Tare, g 35.39 34.60 Mass of Tare, g 25.94 25.69 NOTE: MATERIAL PASSING NO. 40 SIEVE Moisture Content, % 36.40 35.91 WAS USED FOR TEST
NATURAL MOISTURE
Mass of Wet Sample & Tare, g 511.20 LIQUID LIMIT (LL) 56 Mass of Dry Sample & Tare, g 426.20 PLASTIC LIMIT (PL) 36 Mass of Tare, g 138.20 PLASTICITY INDEX (PI) 20 Moisture Content, % 29.51 LIQUIDITY INDEX (LI) -0.32
DESCRIPTION
USCS (ASTM D2487; D2488) NA AASHTO (M 145) NA
NA
44908/#6a -
231313.10 2307A-08-1 Candler Road Landfill Bulk
10 100
NUMBER OF BLOWS
M O
IS
TU
R E
C O
N
TE
N T
SOIL Fax: 770-923-8973 Date 02/27/23
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
NATURAL MOISTURE CONTENT HYGROSCOPIC MOISTURE CONTENT
Mass of Wet Sample & Tare, g 511.2 Mass of Wet Sample & Tare, g Mass of Dry Sample & Tare, g 426.2 Mass of Dry Sample & Tare, g Mass of Tare, g 138.2 Mass of Tare, g Moisture Content, % 29.5 Moisture Content, %
Total mass of wet sample used for sieve analysis & tare, g 152.3
Mass of Tare, g 0.0
Total mass of dry sample used for sieve analysis, g 117.6
REMARKS
Mass of Tare, g 0.0 Mass of sample and tare retained on No. 200 sieve, g 37.1
Percent of sample retained on No. 200 sieve, % 31.5
Percent of material finer than No. 200 sieve, % 68.5
PI
Oven ID # 495 60oC USCS (ASTM D2487; D2488) NA Oven ID # 496/758 110oC
Balance ID# 597/818/1035 NOTE: ASTM D1140 Method used: Sieve No. 200 ID # 1075/547 Length of Soaking Period: Sieve Shaker ID # 555/848
ASTM D 1140; Standard Test Method for Amount of Material in Soils Finer Than the No. 200 (75-µm) Sieve
Overnight B
SAMPLE DATA
NA
SIEVE ANALYSIS
231313.10 2307A-08-1 Candler Road Landfill Bulk
44908/#6a
AASHTO T11; Standard Test Method for Materials Finer Than the No. 200 (75-µm) Sieve in Mineral Aggregates by Washing
SOIL Fax: 770-923-8973 Date 03/01/23
TESTS, LLC Web: www.test-llc.com Checked By 34.7 Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
ASTM D 4318/AASHTO T 88, T 89
Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Atterberg Limits)
LIQUID LIMIT
Number of Blows 31 26 16 Oven ID # 495 60oC Mass of Wet Sample & Tare, g 35.74 34.47 33.71 Oven ID # 496/758 110oC Mass of Dry Sample & Tare, g 33.00 31.94 30.44 Balance ID # 563/818 Mass of Tare, g 25.06 24.96 22.33 Liquid Limit Device ID # 451/1118 Moisture Content, % 34.55 36.25 40.32
PLASTIC LIMIT
Mass of Wet Sample & Tare, g 37.45 38.67 Mass of Dry Sample & Tare, g 34.80 36.50 Mass of Tare, g 23.82 27.65 NOTE: MATERIAL PASSING NO. 40 SIEVE Moisture Content, % 24.13 24.52 WAS USED FOR TEST
NATURAL MOISTURE
Mass of Wet Sample & Tare, g 446.00 LIQUID LIMIT (LL) 36 Mass of Dry Sample & Tare, g 410.80 PLASTIC LIMIT (PL) 24 Mass of Tare, g 139.90 PLASTICITY INDEX (PI) 12 Moisture Content, % 12.99 LIQUIDITY INDEX (LI) -0.92
DESCRIPTION
USCS (ASTM D2487; D2488) NA AASHTO (M 145) NA
NA
44909/#6b -
231313.10 2307A-08-1 Candler Road Landfill Bulk
10 100
NUMBER OF BLOWS
M O
IS
TU
R E
C O
N
TE
N T
SOIL Fax: 770-923-8973 Date 02/27/23
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
NATURAL MOISTURE CONTENT HYGROSCOPIC MOISTURE CONTENT
Mass of Wet Sample & Tare, g 446.0 Mass of Wet Sample & Tare, g Mass of Dry Sample & Tare, g 410.8 Mass of Dry Sample & Tare, g Mass of Tare, g 139.9 Mass of Tare, g Moisture Content, % 13.0 Moisture Content, %
Total mass of wet sample used for sieve analysis & tare, g 153.3
Mass of Tare, g 0.0
Total mass of dry sample used for sieve analysis, g 135.7
REMARKS
Mass of Tare, g 0.0 Mass of sample and tare retained on No. 200 sieve, g 111.6
Percent of sample retained on No. 200 sieve, % 82.3
Percent of material finer than No. 200 sieve, % 17.7
PI
Oven ID # 495 60oC USCS (ASTM D2487; D2488) NA Oven ID # 496/758 110oC
Balance ID# 597/818/1035 NOTE: ASTM D1140 Method used: Sieve No. 200 ID # 1075/547 Length of Soaking Period: Sieve Shaker ID # 555/848
ASTM D 1140; Standard Test Method for Amount of Material in Soils Finer Than the No. 200 (75-µm) Sieve
Overnight B
SAMPLE DATA
NA
SIEVE ANALYSIS
231313.10 2307A-08-1 Candler Road Landfill Bulk
44909/#6b
AASHTO T11; Standard Test Method for Materials Finer Than the No. 200 (75-µm) Sieve in Mineral Aggregates by Washing
SOIL Fax: 770-923-8973 Date 03/01/23
TESTS, LLC Web: www.test-llc.com Checked By 34.7 Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
ASTM D 4318/AASHTO T 88, T 89
Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Atterberg Limits)
LIQUID LIMIT
Number of Blows 34 27 20 Oven ID # 495 60oC Mass of Wet Sample & Tare, g 37.51 35.37 38.53 Oven ID # 496/758 110oC Mass of Dry Sample & Tare, g 34.55 32.26 35.60 Balance ID # 563/818 Mass of Tare, g 27.17 24.65 28.65 Liquid Limit Device ID # 451/1118 Moisture Content, % 40.11 40.87 42.16
PLASTIC LIMIT
Mass of Wet Sample & Tare, g 39.33 34.38 Mass of Dry Sample & Tare, g 36.80 31.98 Mass of Tare, g 28.65 24.30 NOTE: MATERIAL PASSING NO. 40 SIEVE Moisture Content, % 31.04 31.25 WAS USED FOR TEST
NATURAL MOISTURE
Mass of Wet Sample & Tare, g 910.50 LIQUID LIMIT (LL) 41 Mass of Dry Sample & Tare, g 794.60 PLASTIC LIMIT (PL) 31 Mass of Tare, g 305.30 PLASTICITY INDEX (PI) 10 Moisture Content, % 23.69 LIQUIDITY INDEX (LI) -0.73
DESCRIPTION
USCS (ASTM D2487; D2488) NA AASHTO (M 145) NA
NA
44900/#7a -
231313.10 2307A-08-1 Candler Road Landfill Bulk
10 100
NUMBER OF BLOWS
M O
IS
TU
R E
C O
N
TE
N T
SOIL Fax: 770-923-8973 Date 02/27/23
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
NATURAL MOISTURE CONTENT HYGROSCOPIC MOISTURE CONTENT
Mass of Wet Sample & Tare, g 430.4 Mass of Wet Sample & Tare, g Mass of Dry Sample & Tare, g 378.8 Mass of Dry Sample & Tare, g Mass of Tare, g 136.9 Mass of Tare, g Moisture Content, % 21.3 Moisture Content, %
Total mass of wet sample used for sieve analysis & tare, g 154.2
Mass of Tare, g 0.0
Total mass of dry sample used for sieve analysis, g 127.1
REMARKS
Mass of Tare, g 0.0 Mass of sample and tare retained on No. 200 sieve, g 80.9
Percent of sample retained on No. 200 sieve, % 63.7
Percent of material finer than No. 200 sieve, % 36.3
PI
Oven ID # 495 60oC USCS (ASTM D2487; D2488) NA Oven ID # 496/758 110oC
Balance ID# 597/818/1035 NOTE: ASTM D1140 Method used: Sieve No. 200 ID # 1075/547 Length of Soaking Period: Sieve Shaker ID # 555/848
ASTM D 1140; Standard Test Method for Amount of Material in Soils Finer Than the No. 200 (75-µm) Sieve
Overnight B
SAMPLE DATA
NA
SIEVE ANALYSIS
231313.10 2307A-08-1 Candler Road Landfill Bulk
44900/#7a
AASHTO T11; Standard Test Method for Materials Finer Than the No. 200 (75-µm) Sieve in Mineral Aggregates by Washing
SOIL Fax: 770-923-8973 Date
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info wet dry MOISTURE CONTENT Mass of Soil before sieving, g 19920.0 16105.2 Coarse + Fine
Fraction Coarse Fraction
Mass of Mat. Retained on No. 4 sieve, g 910.5
Mass of Mat. Retained on 3/8" sieve, g 794.6
Mass of Mat. Retained on 3/4" sieve, g 305.3 23.7
Material Retained on No. 4 Sieve, % Material Retained on 3/8" Sieve, % Material Retained on 3/4" Sieve, % Procedure B
Total, % (oversized) 0.0
Points 1 2 3 4 5 Mold ID Number 798
Mass of Mold and Soil, g 5881.0 5939.0 5975.0 5986.0 Mass of Mold, g 4218.5
Mass of Wet Sample & Tare, g 530.2 535.5 530.2 530.1 Volume of Mold, ft3 0.0333
Mass of Dry Sample & Tare, g 474.1 469.4 459.1 451.7 Hammer ID Number 743
Mass of Tare, g 124.3 116.7 125.3 125.8 Number of Blows per layer 25
Moisture Content, % 16.0 18.7 21.3 24.1 Number of Layers 3 Mechanical Compactor ID Number 317
Wet Density, pcf 110.1 113.9 116.3 117.0
Dry Density, pcf 94.9 95.9 95.9 94.3
Oven ID # 495 60oC Oven ID # 496/758 110oC
REMARKS
DESCRIPTION
NA
NA
Maximum Dry Density, pcf 96.1 Corrected Maximum Dry Density, pcf NA Optimum Moisture Content, % 20.0 Corrected Optimum Moisture Content, % NA
TEST DATA
NA
Method A: Material retained on No. 4 Sieve< 25% Method B: Material retained on 3/8" Sieve < 25% Method C: Material retained on 3/4" Sieve < 30%
AASHTO M145
USCS (ASTM D2487; D2488)
44900/#7a
231313.10 2307A-08-1 Candler Road Landfill Bulk
JL
02/28/23
Mass of Tare, g Moisture Content, %
ASTM D 698
Standard Test Method for Laboratory Compaction Characteristics of Soil Using
Standard Effort (12,400 ft-lbf/ft3 (600kN-m/m3))
DETERMINATION OF TEST PROCEDURE
Mass of Wet Sample & Tare, g Mass of Dry Sample & Tare, g
Moisture vs. Dry Density
93.0
95.0
97.0
99.0
101.0
103.0
15.0 16.0 17.0 18.0 19.0 20.0 21.0 22.0 23.0 24.0 25.0
Moisture Content, %
D ry
D en si ty
, p cf
100% Saturation Curves:
SOIL Fax: 770-923-8973 Date 03/01/23
TESTS, LLC Web: www.test-llc.com Checked By 34.7 Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
ASTM D 4318/AASHTO T 88, T 89
Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Atterberg Limits)
LIQUID LIMIT
Number of Blows 33 27 19 Oven ID # 495 60oC Mass of Wet Sample & Tare, g 36.70 38.19 33.74 Oven ID # 496/758 110oC Mass of Dry Sample & Tare, g 34.05 35.21 30.72 Balance ID # 563/818 Mass of Tare, g 25.89 26.82 23.26 Liquid Limit Device ID # 451/1118 Moisture Content, % 32.48 35.52 40.48
PLASTIC LIMIT
Mass of Wet Sample & Tare, g 40.24 35.24 Mass of Dry Sample & Tare, g 37.90 33.10 Mass of Tare, g 28.96 25.05 NOTE: MATERIAL PASSING NO. 40 SIEVE Moisture Content, % 26.17 26.58 WAS USED FOR TEST
NATURAL MOISTURE
Mass of Wet Sample & Tare, g 513.90 LIQUID LIMIT (LL) 37 Mass of Dry Sample & Tare, g 471.90 PLASTIC LIMIT (PL) 26 Mass of Tare, g 139.80 PLASTICITY INDEX (PI) 11 Moisture Content, % 12.65 LIQUIDITY INDEX (LI) -1.21
DESCRIPTION
USCS (ASTM D2487; D2488) NA AASHTO (M 145) NA
NA
44907/#7b -
231313.10 2307A-08-1 Candler Road Landfill Bulk
10 100
NUMBER OF BLOWS
M O
IS
TU
R E
C O
N
TE
N T
SOIL Fax: 770-923-8973 Date 02/27/23
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
NATURAL MOISTURE CONTENT HYGROSCOPIC MOISTURE CONTENT
Mass of Wet Sample & Tare, g 513.9 Mass of Wet Sample & Tare, g Mass of Dry Sample & Tare, g 471.9 Mass of Dry Sample & Tare, g Mass of Tare, g 139.8 Mass of Tare, g Moisture Content, % 12.6 Moisture Content, %
Total mass of wet sample used for sieve analysis & tare, g 154.4
Mass of Tare, g 0.0
Total mass of dry sample used for sieve analysis, g 137.1
REMARKS
Mass of Tare, g 0.0 Mass of sample and tare retained on No. 200 sieve, g 111.1
Percent of sample retained on No. 200 sieve, % 81.1
Percent of material finer than No. 200 sieve, % 18.9
PI
Oven ID # 495 60oC USCS (ASTM D2487; D2488) NA Oven ID # 496/758 110oC
Balance ID# 597/818/1035 NOTE: ASTM D1140 Method used: Sieve No. 200 ID # 1075/547 Length of Soaking Period: Sieve Shaker ID # 555/848
SIEVE ANALYSIS
231313.10 2307A-08-1 Candler Road Landfill Bulk
44907/#7b
AASHTO T11; Standard Test Method for Materials Finer Than the No. 200 (75-µm) Sieve in Mineral Aggregates by Washing
ASTM D 1140; Standard Test Method for Amount of Material in Soils Finer Than the No. 200 (75-µm) Sieve
Overnight B
SAMPLE DATA
SOIL Fax: 770-923-8973 Date
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info wet dry MOISTURE CONTENT Mass of Soil before sieving, g 14100.0 11688.9 Coarse + Fine
Fraction Coarse Fraction
Mass of Mat. Retained on No. 4 sieve, g 717.6
Mass of Mat. Retained on 3/8" sieve, g 622.2
Mass of Mat. Retained on 3/4" sieve, g 159.7 20.6
Material Retained on No. 4 Sieve, % Material Retained on 3/8" Sieve, % Material Retained on 3/4" Sieve, % Procedure B
Total, % (oversized)
Points 1 2 3 4 5 Mold ID Number 798
Mass of Mold and Soil, g 5860.0 5956.0 5973.0 5951.0 Mass of Mold, g 4218.5
Mass of Wet Sample & Tare, g 530.7 535.0 1022.9 532.0 Volume of Mold, ft3 0.0333
Mass of Dry Sample & Tare, g 460.5 455.7 944.0 450.4 Hammer ID Number 743
Mass of Tare, g 123.9 118.2 622.7 128.9 Number of Blows per layer 25
Moisture Content, % 20.9 23.5 24.6 25.4 Number of Layers 3 Mechanical Compactor ID Number 317
Wet Density, pcf 108.7 115.0 116.2 114.7
Dry Density, pcf 89.9 93.1 93.3 91.5
Oven ID # 495 60oC Oven ID # 496/758 110oC
REMARKS
DESCRIPTION
NA
NA
Maximum Dry Density, pcf 93.5 Corrected Maximum Dry Density, pcf NA Optimum Moisture Content, % 24.1 Corrected Optimum Moisture Content, % NA
Mass of Tare, g Moisture Content, %
ASTM D 698
Standard Test Method for Laboratory Compaction Characteristics of Soil Using
Standard Effort (12,400 ft-lbf/ft3 (600kN-m/m3))
DETERMINATION OF TEST PROCEDURE
Mass of Wet Sample & Tare, g Mass of Dry Sample & Tare, g
JL
02/28/23
-44920/#8a + #3
231313.10 2307A-08-1 Candler Road Landfill Bulk/Composite
TEST DATA
NA
Method A: Material retained on No. 4 Sieve< 25% Method B: Material retained on 3/8" Sieve < 25% Method C: Material retained on 3/4" Sieve < 30%
AASHTO M145
USCS (ASTM D2487; D2488)
Moisture vs. Dry Density
87.0
89.0
91.0
93.0
95.0
97.0
20.0 21.0 22.0 23.0 24.0 25.0 26.0 27.0 28.0 29.0 30.0
Moisture Content, %
D ry
D en si ty
, p cf
100% Saturation Curves:
SOIL Fax: 770-923-8973 Date 03/01/23
TESTS, LLC Web: www.test-llc.com Checked By 34.7 Client Pr. # Lab. PR. # Pr. Name S. Type Sample ID Depth/Elev.
Location Add. Info
ASTM D 4318/AASHTO T 88, T 89
Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Atterberg Limits)
LIQUID LIMIT
Number of Blows 32 26 18 Oven ID # 495 60oC Mass of Wet Sample & Tare, g 35.68 30.40 33.97 Oven ID # 496/758 110oC Mass of Dry Sample & Tare, g 32.43 26.93…
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