HomeMy WebLinkAboutCompaction soil reportsSoil Nuclear Gauge
Report.Date: 4121 /2017
Test Method: ASTM D 6938
Port St Lucie
FBPE CA # 4930
521 NW Enterprise Drive
Port St Lucie, FL 34986
Phone: 772.924.35751 Fax: 772-924-3580
Client:
Cole Construction
11961 Willis Road
Fort Pierce„ FL 34945
Project:
17-1025.00
1720 S Brocksmith Road
Fort Pierce, Florida
Test Results
Test #
Retest
Of _
Test
Date
Proctor ID -
Method
Soil
Classification
Optimum
Moisture
M)
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
M
Remark
1
4/7/17
P-1
N/A
9.0
120.0
7.3
117.7
12
98
95/105
Pass
2
4/7117
P-1
N/A
9.0
120.0
7.7
118.0
12
98
95 / 105
Pass
3
1
4/7/17 1
P-1
N/A
9.0 1
120.0
1 7.2
1 11822
1 12
1 99 1
95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
1
Below Slab Grade: Foundation pad, southeast comer
0-1
Troxier T3430 22260
Barkley, Mark
2
Below Slab Grade: Foundation pad, center area
0-1
Troxier T3430 22260
Barkley, Mark
3
Below Slab Grade: Foundation pad, northwest comer
0-1
Troxier T3430 22260
Barkley, Mark
Remarks
Comments
Pass: Tests results comply with specifications
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on rile with the testing agency.
1, 2, 3: 1-2, 2-3, 3-4 HCP=40+, > 95 %Compaction, PASS. HCP
tests are empiricall correlated to the relative of the soil.
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011
Soil Nuclear Gauge
Report Date: 4/21/2017
Test Method: ASTM D 6938
Port St Lucie
FBPE CA # 4930
521 NW Enterprise Drive
Port SL Lucie, FL 34986
Phone: 772-924-35751 Fax: 772-924-3580
Client:
Project:
Cole Construction
17-1025.00
11961 Willis Road
1720 S Brocksmith Road
Fort Pierce„ FL 34945
Fort. Pierce, Florida
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pcf)
In Place
Moisture
(%)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
(%)
Remark
1
417117
P-1
N/A
9.0
120.0
7.3
117.7
12
98
95 / 105
Pass
2
4/7/17
P-1
N/A
9.0
120.0
7.7
118.0
12
98
95 / 105
Pass
3
1
1 4/7/17 1
P-1
N/A 1
9.0 1
120.0
1 7.2
1 118.2
12
99
95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
1
Below Slab Grade: Foundation pad, southeast comer
0-1
Troxler T3430 22260
Barkley, Mark
2
Below Slab Grade: Foundation pad, center area
0-1
Troxler T3430 22260
Barkley, Mark
3
Below Slab Grade: Foundation pad, northwest comer
0-1
Troxier T3430 22260
Barkley, Mark
Remarks
Comments
.Pass: Tests results comply with specifications
Tests are 'Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on rile with the testing agency.
1, 2, 3: 1-2, 2-3, 3-4 HCP=40+, > 95 % Compaction, PASS. HCP
tests are em ! ically correlated to the relative density of the soil
eo Lj1 e a lots.
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! Test Reports shall not be -reproduced, except in full, without the written approval of GFA International Inc. _ Page 1 of 1
YDigitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Port St Lucie
FBPE CA # 4930
521 NW Enterprise Drive
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924.3580
Soil- Nuclear Gauge Client: Project:
Report Date; 4121/2017. Cole,Construction 17-1025.00
Test Method: ASTM D 6938 11961 Willis Road 1720 S Brocksmith Road
Fort Pierce„ FL 34945 Fort Pierce, Florida
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pcf) -
In Place
Moisture
(%)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
-(%)
Remark
1
4/7/17
P-1
N/A
9.0
120.0
7.3
117.7
12
98
95 / 105
Pass
2
4/7/17
P-1
N/A
9.0
120.0
7.7
118.0
12
98
95 / 105
Pass
3
1
4/7117 1
P-1
I
NIA
1 9.0 1
120.0
7.2
1 118.2
1 12
1 99
1 95 / 105 1
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model I SN
Field Technician
1
Below Slab Grade: Foundation pad, southeast comer
0-1
Troxler T3430 22260
Barkley, Mark
2
Below Slab Grade: Foundation pad, center area
0-1
Troxler T3430 22260
Barkley, Mark
3
Below Slab Grade: Foundation pad, northwest comer
0-1
Troxler T3430 22260
Barkley, Mark
Remarks
Comments
Pass: Tests results comply with specifications
Tests are "Direct Transmission' (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
1, 2, 3: 1-2, 2-3. 3-4 HCP=40+, > 95 % Compaction, PASS. HCP
tests are empirically correlated to the relative de i he soil.
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Test Reports shall not be. reproduced, except in full, without the written approval of GFA International IncPage 1 of 1
Digitally signed printed copies of this.document are not considered signed.and sealed and the signature must be verified on any electronic copies.