The analyses and recommendations submitted in this report were based, in part, on data obtained from the subsurface exploration. If the above-described project conditions are incorrect or changed after the issuing of this report, or subsurface conditions encountered during construction are different from those reported, SUMMIT should be notified and these recommendations should be re-evaluated based on the changed conditions to make appropriate revisions. We have prepared this report according to generally accepted geotechnical engineering practices. No warranty, express or implied, is made as to the professional advice included in this report.
The engineering recommendations provided in this report are based on the information obtained from the subsurface exploration. However, unlike other engineering materials like steel and concrete, the extent and properties of geologic materials (soil) may vary significantly. Regardless of the thoroughness of a geotechnical engineering exploration, there is always a possibility that conditions between borings will be different from those at the boring locations, that conditions are not as anticipated by the designers, or that the construction process has altered the subsurface conditions. This report does not reflect variations that may occur between the boring locations.
Therefore, conditions on the site may vary between the discrete locations observed at the time of our subsurface exploration.
APPENDIX I
Site Vicinity Map (Figure 1) Test Location Plan (Figure 2)
Summit Engineering, Laboratory & Testing, P.C. Bermuda Pointe Figure 1 1539 Meeting Street, Suite A Charleston, South Carolina Site Vicinity Map
Charleston, SC 29405 SUMMIT Project No. 4382.502
Summit Engineering, Laboratory & Testing, P.C. Bermuda Pointe Figure 2 1539 Meeting Street, Suite A Charleston, South Carolina Test Location Plan
Charleston, SC 29405 SUMMIT Project No. 4382.502
B-3
B-7
B-6
HA-6 B-4
B-8 HA-3
HA-4
HA-1
HA-2 B-2
B-1
HA-5
Key to Soil Classification Unified Soil Classification Chart
Boring Logs Hand-Auger Boring Logs
Correlation of Penetration Resistance with Relative Density and Consistency
Sands and Gravels Silts and Clays
No. of Relative No. of Relative
Blows, N Density Blows, N Density
0 - 4 Very loose 0 - 2 Very soft
5 - 10 Loose 3 - 4 Soft
11 - 30 Medium dense 5 - 8 Firm
31 - 50 Dense 9 - 15 Stiff
Over 50 Very dense 16 - 30 Very stiff
31 - 50 Hard
Over 50 Very hard
Particle Size Identification (Unified Classification System)
Boulders: Diameter exceeds 8 inches
Cobbles: 3 to 8 inches diameter
Gravel: Coarse - 3/4 to 3 inches diameter
Fine - 4.76 mm to 3/4 inch diameter
Sand: Coarse - 2.0 mm to 4.76 mm diameter
Medium - 0.42 mm to 2.0 mm diameter Fine - 0.074 mm to 0.42 mm diameter
Silt and Clay: Less than 0.07 mm (particles cannot be seen with naked eye)
Modifiers
The modifiers provide our estimate of the amount of silt, clay or sand size particles in the soil sample.
Approximate
Content Modifiers
Field Moisture Description d 5%: Trace
Saturated: Usually liquid; very wet, usually from below the groundwater table 5% to 12%: Slightly silty, slightly clayey,
slightly sandy
Wet: Semisolid; requires drying to attain optimum moisture
12% to 30%: Silty, clayey, sandy Moist: Solid; at or near optimum moisture 30% to 50%: Very silty, very clayey, very
sandy
Dry: Requires additional water to attain optimum moisture
/(77(5
SURFICIAL ORGANIC SOIL - 8 inches
COASTAL PLAIN SOIL - Soft, gray, sandy, lean CLAY (CL), moist
Very loose to loose, gray and light orangish brown, fine, clayey SAND (SC), moist
to wet
to light brown
Very soft, light brown, sandy, lean CLAY (CL), wet
Loose to medium dense, light brown, fine, clayey SAND (SC), wet
to light brown and gray
Bottom of borehole at 20.0 feet.
SPT
LOGGED BY J. Busching
DRILLING METHOD Hollow Stem Auger
HOLE SIZE 6
DRILLING CONTRACTOR SUMMIT GROUND WATER LEVELS:
CHECKED BY S. Nickerson DATE STARTED 9/12/17 COMPLETED 9/13/17
AT TIME OF DRILLING AT END OF DRILLING ---24hrs AFTER DRILLING 4.50 ft
FINES CONTENT (%)
SAMPLE TYPE NUMBER RECOVERY % (RQD) BLOW COUNTS (N VALUE) DRY UNIT WT. (pcf)
POCKET PEN. (tsf)
SPT N VALUE
20 40 60 80
GRAPHIC LOG
PROJECT NAME Bermuda Pointe
PROJECT LOCATION West Ashley, South Carolina CLIENT SUP Real Estate, Inc.
PROJECT NUMBER 4382.502
LOTS - GINT STD US.GDT - 9/13/17 15:09 - Z:\- GEOTECH PROJECTS -\- 4382.502 BERMUDA POINTE\BORING LOGS\BERMUDA POINTE - BORING LOG - GINT.GPJ
Telephone: 843.606.6268
SURFICIAL ORGANIC SOIL - 5 inches
COASTAL PLAIN SOIL - Very soft, orange and gray, sandy, lean CLAY (CL), moist
to gray
Loose, light orange and gray, fine, clayey SAND (SC), with silt, wet
to gray
Very soft, light brown and gray, sandy, lean CLAY (CL), wet
Loose to medium dense, light brown and gray, fine, clayey SAND (SC), wet
Bottom of borehole at 20.0 feet.
SPT
LOGGED BY J. Busching
DRILLING METHOD Hollow Stem Auger
HOLE SIZE 6
DRILLING CONTRACTOR SUMMIT GROUND WATER LEVELS:
CHECKED BY S. Nickerson DATE STARTED 9/12/17 COMPLETED 9/13/17
AT TIME OF DRILLING AT END OF DRILLING ---24hrs AFTER DRILLING 4.00 ft
FINES CONTENT (%)
SAMPLE TYPE NUMBER RECOVERY % (RQD) BLOW COUNTS (N VALUE) DRY UNIT WT. (pcf)
POCKET PEN. (tsf)
SPT N VALUE
20 40 60 80
GRAPHIC LOG
PROJECT NAME Bermuda Pointe
PROJECT LOCATION West Ashley, South Carolina CLIENT SUP Real Estate, Inc.
PROJECT NUMBER 4382.502
LOTS - GINT STD US.GDT - 9/13/17 15:09 - Z:\- GEOTECH PROJECTS -\- 4382.502 BERMUDA POINTE\BORING LOGS\BERMUDA POINTE - BORING LOG - GINT.GPJ
Telephone: 843.606.6268
SURFICIAL ORGANIC SOIL - 7 inches
COASTAL PLAIN SOIL - Firm, orange and gray, sandy, lean CLAY (CL), moist
Loose, light brown and gray, fine, clayey SAND (SC), moist
Firm, orange and gray, sandy, lean CLAY (SC), moist
Loose to medium dense, light brown, fine, clayey SAND (SC), wet
to gray
Bottom of borehole at 20.0 feet.
SPT
LOGGED BY J. Busching
DRILLING METHOD Hollow Stem Auger
HOLE SIZE 6
DRILLING CONTRACTOR SUMMIT GROUND WATER LEVELS:
CHECKED BY S. Nickerson DATE STARTED 9/12/17 COMPLETED 9/13/17
AT TIME OF DRILLING AT END OF DRILLING ---24hrs AFTER DRILLING 5.25 ft
FINES CONTENT (%)
SAMPLE TYPE NUMBER RECOVERY % (RQD) BLOW COUNTS (N VALUE) DRY UNIT WT. (pcf)
POCKET PEN. (tsf)
SPT N VALUE
20 40 60 80
GRAPHIC LOG
PROJECT NAME Bermuda Pointe
PROJECT LOCATION West Ashley, South Carolina CLIENT SUP Real Estate, Inc.
PROJECT NUMBER 4382.502
LOTS - GINT STD US.GDT - 9/13/17 15:09 - Z:\- GEOTECH PROJECTS -\- 4382.502 BERMUDA POINTE\BORING LOGS\BERMUDA POINTE - BORING LOG - GINT.GPJ
Telephone: 843.606.6268
SURFICIAL ORGANIC SOIL - 7 inches
COASTAL PLAIN SOIL - Very stiff, gray, sandy, lean CLAY (CL), moist
Loose to medium dense, gray, fine, clayey SAND (SC), moist
to blueish gray
to wet
to light brown
Bottom of borehole at 20.0 feet.
SPT
LOGGED BY J. Busching
DRILLING METHOD Hollow Stem Auger
HOLE SIZE 6
DRILLING CONTRACTOR SUMMIT GROUND WATER LEVELS:
CHECKED BY S. Nickerson DATE STARTED 9/12/17 COMPLETED 9/13/17
AT TIME OF DRILLING AT END OF DRILLING ---24hrs AFTER DRILLING 4.75 ft
FINES CONTENT (%)
SAMPLE TYPE NUMBER RECOVERY % (RQD) BLOW COUNTS (N VALUE) DRY UNIT WT. (pcf)
POCKET PEN. (tsf)
SPT N VALUE
20 40 60 80
GRAPHIC LOG
PROJECT NAME Bermuda Pointe
PROJECT LOCATION West Ashley, South Carolina CLIENT SUP Real Estate, Inc.
PROJECT NUMBER 4382.502
LOTS - GINT STD US.GDT - 9/13/17 15:09 - Z:\- GEOTECH PROJECTS -\- 4382.502 BERMUDA POINTE\BORING LOGS\BERMUDA POINTE - BORING LOG - GINT.GPJ
Telephone: 843.606.6268
SURFICIAL ORGANIC SOIL - 6 inches
COASTAL PLAIN SOIL - Medium dense, brown, fine, poorly graded SAND (SP-SC), with clay, moist
Medium dense, light brown, fine, poorly graded SAND (SP), wet
Medium dense, light brown and gray, fine, clayey SAND (SC), wet
to light gray
to light brown
Bottom of borehole at 20.0 feet.
SPT
LOGGED BY J. Busching
DRILLING METHOD Hollow Stem Auger
HOLE SIZE 6
DRILLING CONTRACTOR SUMMIT GROUND WATER LEVELS:
CHECKED BY S. Nickerson DATE STARTED 9/12/17 COMPLETED 9/13/17
AT TIME OF DRILLING AT END OF DRILLING ---24hrs AFTER DRILLING 3.75 ft
FINES CONTENT (%)
SAMPLE TYPE NUMBER RECOVERY % (RQD) BLOW COUNTS (N VALUE) DRY UNIT WT. (pcf)
POCKET PEN. (tsf)
SPT N VALUE
20 40 60 80
GRAPHIC LOG
PROJECT NAME Bermuda Pointe
PROJECT LOCATION West Ashley, South Carolina CLIENT SUP Real Estate, Inc.
PROJECT NUMBER 4382.502
LOTS - GINT STD US.GDT - 9/13/17 15:09 - Z:\- GEOTECH PROJECTS -\- 4382.502 BERMUDA POINTE\BORING LOGS\BERMUDA POINTE - BORING LOG - GINT.GPJ
Telephone: 843.606.6268
SURFICIAL ORGANIC SOIL - 7 inches
COASTAL PLAIN SOIL - Loose to medium dense, light brown and brown, fine, clayey SAND (SC), moist
to brown and gray
Firm to stiff, brown and gray, sandy, lean CLAY (CL), moist
to gray
to blueish gray, wet
Loose to medium dense, light brown, fine, clayey SAND (SC), wet
Bottom of borehole at 20.0 feet.
SPT
LOGGED BY J. Busching
DRILLING METHOD Hollow Stem Auger
HOLE SIZE 6
DRILLING CONTRACTOR SUMMIT GROUND WATER LEVELS:
CHECKED BY S. Nickerson DATE STARTED 9/12/17 COMPLETED 9/13/17
AT TIME OF DRILLING AT END OF DRILLING ---24hrs AFTER DRILLING 4.25 ft
FINES CONTENT (%)
SAMPLE TYPE NUMBER RECOVERY % (RQD) BLOW COUNTS (N VALUE) DRY UNIT WT. (pcf)
POCKET PEN. (tsf)
SPT N VALUE
20 40 60 80
GRAPHIC LOG
PROJECT NAME Bermuda Pointe
PROJECT LOCATION West Ashley, South Carolina CLIENT SUP Real Estate, Inc.
PROJECT NUMBER 4382.502
LOTS - GINT STD US.GDT - 9/13/17 15:09 - Z:\- GEOTECH PROJECTS -\- 4382.502 BERMUDA POINTE\BORING LOGS\BERMUDA POINTE - BORING LOG - GINT.GPJ
Telephone: 843.606.6268
SURFICIAL ORGANIC SOIL - 8 inches
COASTAL PLAIN SOIL - Medium dense, brown, fine, clayey SAND (SC), moist
Firm to stiff, light brown and gray, sandy, lean CLAY (CL), moist
to blueish gray
Medium dense, light brown, fine, clayey SAND (SC), wet
Bottom of borehole at 20.0 feet.
SPT
LOGGED BY J. Busching
DRILLING METHOD Hollow Stem Auger
HOLE SIZE 6
DRILLING CONTRACTOR SUMMIT GROUND WATER LEVELS:
CHECKED BY S. Nickerson DATE STARTED 9/12/17 COMPLETED 9/13/17
AT TIME OF DRILLING AT END OF DRILLING ---24hrs AFTER DRILLING 4.25 ft
FINES CONTENT (%)
SAMPLE TYPE NUMBER RECOVERY % (RQD) BLOW COUNTS (N VALUE) DRY UNIT WT. (pcf)
POCKET PEN. (tsf)
SPT N VALUE
20 40 60 80
GRAPHIC LOG
PROJECT NAME Bermuda Pointe
PROJECT LOCATION West Ashley, South Carolina CLIENT SUP Real Estate, Inc.
PROJECT NUMBER 4382.502
LOTS - GINT STD US.GDT - 9/13/17 15:09 - Z:\- GEOTECH PROJECTS -\- 4382.502 BERMUDA POINTE\BORING LOGS\BERMUDA POINTE - BORING LOG - GINT.GPJ
Telephone: 843.606.6268
SURFICIAL ORGANIC SOIL - 7 inches
COASTAL PLAIN SOIL - Medium dense, light brown, fine, clayey SAND (SC), moist
to brown
Stiff, light orangish brown and gray, sandy, lean CLAY (CL), moist
Very loose to loose, gray, fine, clayey SAND (SC), moist
wet
Stiff, gray, sandy, lean CLAY (CL), wet
Bottom of borehole at 20.0 feet.
SPT
LOGGED BY J. Busching
DRILLING METHOD Hollow Stem Auger
HOLE SIZE 6
DRILLING CONTRACTOR SUMMIT GROUND WATER LEVELS:
CHECKED BY S. Nickerson DATE STARTED 9/12/17 COMPLETED 9/13/17
AT TIME OF DRILLING AT END OF DRILLING ---24hrs AFTER DRILLING 4.00 ft
FINES CONTENT (%)
SAMPLE TYPE NUMBER RECOVERY % (RQD) BLOW COUNTS (N VALUE) DRY UNIT WT. (pcf)
POCKET PEN. (tsf)
SPT N VALUE
20 40 60 80
GRAPHIC LOG
PROJECT NAME Bermuda Pointe
PROJECT LOCATION West Ashley, South Carolina CLIENT SUP Real Estate, Inc.
PROJECT NUMBER 4382.502
LOTS - GINT STD US.GDT - 9/13/17 15:09 - Z:\- GEOTECH PROJECTS -\- 4382.502 BERMUDA POINTE\BORING LOGS\BERMUDA POINTE - BORING LOG - GINT.GPJ
Telephone: 843.606.6268
SURFICIAL ORGANIC SOIL - 4 inches
COASTAL PLAIN SOIL - Dark brown, fine, silty SAND (SM), moist
to light brown and orange
Light brown and orange, fine, clayey SAND (SC), with silt, moist
Gray and orange, sandy, lean CLAY (CL), moist
Bottom of borehole at 4.0 feet.
NOTES
GROUND ELEVATION
LOGGED BY J. Busching DRILLING METHOD Hand-Auger
HOLE SIZE 3.25
DRILLING CONTRACTOR SUMMIT GROUND WATER LEVELS:
CHECKED BY S. Nickerson DATE STARTED 9/8/17 COMPLETED 9/9/17
AT TIME OF DRILLING AT END OF DRILLING
---24hrs AFTER DRILLING --- Not Encountered
FINES CONTENT (%)
20 40 60 80
20 40 60 80
PL MC LL
DE
PTH (ft) 0
1
2
3
4
MATERIAL DESCRIPTION
SAMPLE TYPE NUMBER RECOVERY % (RQD) BLOW COUNTS (N VALUE) DRY UNIT WT. (pcf)
POCKET PEN. (tsf)
SPT N VALUE
20 40 60 80
GRAPHIC LOG
PROJECT NAME Bermuda Pointe
PROJECT LOCATION West Ashley, South Carolina CLIENT SUP Real Estate, Inc.
PROJECT NUMBER 4382.502
LOTS - GINT STD US.GDT - 9/13/17 16:43 - Z:\- GEOTECH PROJECTS -\- 4382.502 BERMUDA POINTE\BORING LOGS\BERMUDA POINTE - HAND AUGERS - GINT.GPJ
Telephone: 843.606.6268
SURFICIAL ORGANIC SOIL - 3 inches
COASTAL PLAIN SOIL - Orange, fine, silty SAND (SM), moist
Orange and gray, fine, clayey SAND (SC), moist
to wet
Bottom of borehole at 4.0 feet.
NOTES
GROUND ELEVATION
LOGGED BY J. Busching DRILLING METHOD Hand-Auger
HOLE SIZE 3.25
DRILLING CONTRACTOR SUMMIT GROUND WATER LEVELS:
CHECKED BY S. Nickerson DATE STARTED 9/8/17 COMPLETED 9/9/17
AT TIME OF DRILLING AT END OF DRILLING ---24hrs AFTER DRILLING 3.00 ft
FINES CONTENT (%)
20 40 60 80
20 40 60 80
PL MC LL
DE
PTH (ft) 0
1
2
3
4
MATERIAL DESCRIPTION
SAMPLE TYPE NUMBER RECOVERY % (RQD) BLOW COUNTS (N VALUE) DRY UNIT WT. (pcf)
POCKET PEN. (tsf)
SPT N VALUE
20 40 60 80
GRAPHIC LOG
PROJECT NAME Bermuda Pointe
PROJECT LOCATION West Ashley, South Carolina CLIENT SUP Real Estate, Inc.
PROJECT NUMBER 4382.502
LOTS - GINT STD US.GDT - 9/13/17 16:43 - Z:\- GEOTECH PROJECTS -\- 4382.502 BERMUDA POINTE\BORING LOGS\BERMUDA POINTE - HAND AUGERS - GINT.GPJ
Telephone: 843.606.6268
SURFICIAL ORGANIC SOIL - 4 inches
COASTAL PLAIN SOIL - Orange and brown, fine, clayey SAND (SC), moist
to dark brown
to light brown, wet
Gray, sandy, lean CLAY (CL), wet
Bottom of borehole at 4.0 feet.
NOTES
GROUND ELEVATION
LOGGED BY J. Busching DRILLING METHOD Hand-Auger
HOLE SIZE 3.25
DRILLING CONTRACTOR SUMMIT GROUND WATER LEVELS:
CHECKED BY S. Nickerson DATE STARTED 9/8/17 COMPLETED 9/9/17
AT TIME OF DRILLING AT END OF DRILLING ---24hrs AFTER DRILLING 2.50 ft
FINES CONTENT (%)
20 40 60 80
20 40 60 80
PL MC LL
DE
PTH (ft) 0
1
2
3
4
MATERIAL DESCRIPTION
SAMPLE TYPE NUMBER RECOVERY % (RQD) BLOW COUNTS (N VALUE) DRY UNIT WT. (pcf)
POCKET PEN. (tsf)
SPT N VALUE
20 40 60 80
GRAPHIC LOG
PROJECT NAME Bermuda Pointe
PROJECT LOCATION West Ashley, South Carolina CLIENT SUP Real Estate, Inc.
PROJECT NUMBER 4382.502
LOTS - GINT STD US.GDT - 9/13/17 16:43 - Z:\- GEOTECH PROJECTS -\- 4382.502 BERMUDA POINTE\BORING LOGS\BERMUDA POINTE - HAND AUGERS - GINT.GPJ
Telephone: 843.606.6268
SURFICIAL ORGANIC SOIL - 9 inches
POSSIBLE FILL - Brown, fine, poorly graded SAND (SP), with stone, moist
Bottom of borehole at 4.0 feet.
NOTES
GROUND ELEVATION
LOGGED BY J. Busching DRILLING METHOD Hand-Auger
HOLE SIZE 3.25
DRILLING CONTRACTOR SUMMIT GROUND WATER LEVELS:
CHECKED BY S. Nickerson DATE STARTED 9/8/17 COMPLETED 9/9/17
AT TIME OF DRILLING AT END OF DRILLING
---24hrs AFTER DRILLING --- Not Encountered
FINES CONTENT (%)
20 40 60 80
20 40 60 80
PL MC LL
DE
PTH (ft) 0
1
2
3
4
MATERIAL DESCRIPTION
SAMPLE TYPE NUMBER RECOVERY % (RQD) BLOW COUNTS (N VALUE) DRY UNIT WT. (pcf)
POCKET PEN. (tsf)
SPT N VALUE
20 40 60 80
GRAPHIC LOG
PROJECT NAME Bermuda Pointe
PROJECT LOCATION West Ashley, South Carolina CLIENT SUP Real Estate, Inc.
PROJECT NUMBER 4382.502
LOTS - GINT STD US.GDT - 9/13/17 16:43 - Z:\- GEOTECH PROJECTS -\- 4382.502 BERMUDA POINTE\BORING LOGS\BERMUDA POINTE - HAND AUGERS - GINT.GPJ
Telephone: 843.606.6268
SURFICIAL ORGANIC SOIL - 2 inches
COASTAL PLAIN SOIL - Dark brown, fine, clayey SAND (SC), moist
Dark brown, sandy, lean CLAY (CL), moist
to wet
to gray and orange
Bottom of borehole at 4.0 feet.
NOTES
GROUND ELEVATION
LOGGED BY J. Busching DRILLING METHOD Hand-Auger
HOLE SIZE 3.25
DRILLING CONTRACTOR SUMMIT GROUND WATER LEVELS:
CHECKED BY S. Nickerson DATE STARTED 9/8/17 COMPLETED 9/9/17
AT TIME OF DRILLING AT END OF DRILLING ---24hrs AFTER DRILLING 2.75 ft
FINES CONTENT (%)
20 40 60 80
20 40 60 80
PL MC LL
DE
PTH (ft) 0
1
2
3
4
MATERIAL DESCRIPTION
SAMPLE TYPE NUMBER RECOVERY % (RQD) BLOW COUNTS (N VALUE) DRY UNIT WT. (pcf)
POCKET PEN. (tsf)
SPT N VALUE
20 40 60 80
GRAPHIC LOG
PROJECT NAME Bermuda Pointe
PROJECT LOCATION West Ashley, South Carolina CLIENT SUP Real Estate, Inc.
PROJECT NUMBER 4382.502
LOTS - GINT STD US.GDT - 9/13/17 16:43 - Z:\- GEOTECH PROJECTS -\- 4382.502 BERMUDA POINTE\BORING LOGS\BERMUDA POINTE - HAND AUGERS - GINT.GPJ
Telephone: 843.606.6268
SURFICIAL ORGANIC SOIL - 8 inches
COASTAL PLAIN SOIL - Brown, fine, poorly graded SAND (SP-SM), with silt, moist
Orange, fine, silty SAND (SM), moist
Orange, sandy, lean CLAY (CL), with silt, moist
Orange and light brown, fine, clayey SAND (SC), with silt, moist
to wet
Orange and light brown, fine, poorly graded SAND (SP-SM), with silt, wet
Bottom of borehole at 4.0 feet.
NOTES
GROUND ELEVATION
LOGGED BY J. Busching DRILLING METHOD Hand-Auger
HOLE SIZE 3.25
DRILLING CONTRACTOR SUMMIT GROUND WATER LEVELS:
CHECKED BY S. Nickerson DATE STARTED 9/8/17 COMPLETED 9/9/17
AT TIME OF DRILLING AT END OF DRILLING ---24hrs AFTER DRILLING 3.25 ft
FINES CONTENT (%)
20 40 60 80
20 40 60 80
PL MC LL
DE
PTH (ft) 0
1
2
3
4
MATERIAL DESCRIPTION
SAMPLE TYPE NUMBER RECOVERY % (RQD) BLOW COUNTS (N VALUE) DRY UNIT WT. (pcf)
POCKET PEN. (tsf)
SPT N VALUE
20 40 60 80
GRAPHIC LOG
PROJECT NAME Bermuda Pointe
PROJECT LOCATION West Ashley, South Carolina CLIENT SUP Real Estate, Inc.
PROJECT NUMBER 4382.502
LOTS - GINT STD US.GDT - 9/13/17 16:43 - Z:\- GEOTECH PROJECTS -\- 4382.502 BERMUDA POINTE\BORING LOGS\BERMUDA POINTE - HAND AUGERS - GINT.GPJ
Telephone: 843.606.6268
APPENDIX III
Results of Laboratory Testing
Project Name : Laboratory ID:
Job Number: Date:
1 2 3 4 5 6 7 8 9 10
Boring Sample Sample Pan Weight of Initial Weight Final Weight Weight Weight Percent
Number Number Depth Designation Pan Pan + Dry Soil Pan +Dry Soil Retained Passing Passing
(ft.) (grams) (grams) (grams) (grams) (grams) (%)
HA-6 1 2 A 533.5 845.0 737.8 204.3 107.2 34.4
HA-6 2 4 B 308.4 698.0 621.1 312.7 76.9 19.7
Performed By: Jaclyn Busching Checked By: Stephen Nickerson
Jaclyn Busching
RESPECTFULLY SUBMITTED
ASTM D1140
Bermuda Pointe 1148
4382.502 Tuesday, September 12, 2017
ASTM D1557
TEST RESULTS MATERIAL DESCRIPTION
Maximum Dry Density = 119.5 pcf Light brown/orange clayey SAND (SC) Optimum Moisture Content = 11.1 %
Classification Organic Specific Liquid Plastic Plasticity Passing Passing
USCS AASHTO Content Gravity Limit Limit Index No. 4 No. 200
N/A N/A N/A N/A N/A N/A N/A N/A 34.4%
Project: Bermuda Pointe
Project. No.: 4382.502 Source:
Date: 9/8/2017 Remarks:
Proctor ID: # 1 Laboratory ID: 1340
Pond 112
113 114 115 116 117 118 119 120 121 122 123
5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Dry Density, pcf
Water Content, m%