HomeMy WebLinkAboutSoil Test1 a•
*1
Port St. Lucie
FBPE CA * 4930
521 NW Enterprise Drive
Port St Lucie, FL 34986
Phone: 772-924-3575 i Fax; 772-924-3580
Soil Nuclear Gauge Client: Project;
Report bate: 7/28/2017 Celentano Development Group 17-5005.00.
Test Method: ASTM D 6988 824 SW Squire Johns Lane 15354 Navion Drive
Palm City, FL 34990 Port St Lucie, FL
Test: Results .
Test#
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture:
(%)-
Maximum
Dry Density
(pcf)
In Place
Moisture
(°[o)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
(%)
Remark
10
7/27/17
P=1
N/A
10.0
108.0-
1041
106.6
12
99
95/105
Pass
11
7127/17
P-1
N/A
10.0
108.0
9.1
108.5
12
100
951105
Pass
12
1
1 7127/17 1
P=1
I N/A
10.0
108.0
9.9
1 107.9
1 12 1
100
1 95 / 105 1
Pass
13
7/27/17
P-1
N/A
10.0
108.0
9.6
108.1
12
100
95 / 105
Pass
,.. .. :,, -:. ,. ". , • , `Test Information
Test #
Test Location
Elevation
Reference
MakeGauge
.1 Model / SN
Field Technician
10
Bottom of Footing: East Side of Foundation
0-1
Troxler3430 25093
Baker, Jeff
1.1
Bottom of Footing: West Side of Foundation
0-1
Troxier 343025093.
Baker, Jeff
12.
Bottom of Footing: North Side of Foundation
0-1
Troxler.3430 25093
Baker, Jeff
13
Bottom of Footing: South Side of Foundation
0-1
Troxler3430 25093
Baker, Jeff
Remarks
Comments" .
Pass:.Tests results comply with specifications
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
N"Backscatter". Gauge calibration data on,Nle with the testing agency.
RECEIV.17-D AUG 02 2017
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Donald W.,Moler, P.E
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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
Digitally signed printed.copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
40
Soil Nuclear Gauge
Client:
Project:
Report Date: 7/12/2017
Celentano Development Group
17-5005.00
'•�FRNAS�Dapv
Test Method: ASTM D 6938
824 SW Squire Johns Lane
15354 Navion Drive
Port St. Lucie
Palm City, FL 34990
Port St Lucie, FL
FBPE CA # 4930
521 NW Enterprise Drive
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
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
7/3/17
P-1
N/A
10.0
108.0
8.3
109.0
12
101
95 / 105
Pass
2
7/3/17
P-1
N/A
10.0
108.0
8.1
109.3
12
101
95 / 105
Pass
3
7/3/17
P-1
N/A
10.0
108.0
7.9
109.9
12
102
95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model I SN
Field Technician
1
Below Slab Grade: Foundation pad, Southwest corner
0-1
Troxler T3440 27974
Arredondo, Andres
2
Below Slab Grade: Foundation pad, Northeast corner
0-1
Troxler T3440 27974
Arredondo, Andres
3
Below Slab Grade: Foundation pad, Center
0-1
Troxler T3440 27974
Arredondo, Andres
Remarks
i 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.
RECEP-'D AUu 0 2 7017
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Page 1 of 1
•
*,
Soil Nuclear Gauge
Client:
Project:
Report Date: 7/21/2017
Celentano Development Group
17-5005.00
4y� RNAroa°y
Test Method: ASTM D 6938
824 SW Squire Johns Lane
15354 Navion Drive
Port St. Lucie
Palm City, FL 34990
Port St Lucie, FL
FBPE CA # 4930
521 NW Enterprise Drive
Port St. Lucie, FL 34986
Phone: 772-924-3575 i Fax: 772-924-3580
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
M
Maximum
Dry Density
(pcf)
In Place
Moisture
M
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
M
Remark
4
6/15/17
P-1
N/A
10.0
108.0
11.5
106.6
12
99
95 / 105
Pass
5
6/15/17
P-1
N/A
10.0
108.0
11.3
105.7
12
98
95 / 105
Pass
6
6/15/17
P-1
N/A
10.0
1 108.0
12.3
105.3
12
98
95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
4
Above Stripped Surface: First lift, NW Corner of Pad
0-1
Troxler T3430 36304
Baker, Jeff
5
Above Stripped Surface: First lift, SE Corner of Pad
0-1
Troxler T3430 36304
Baker, Jeff
6
Above Stripped Surface: First lift, Center of Pad
0-1
Troxler T3430 36304
Baker, Jeff
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.
RECEP-7D AUG 02 2917
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Page 1 of 1
0
Soil Nuclear Gauge
Report Date: 7/21/2017
Test Method: ASTM D 6938
Port St. Lucie
FBPE CA # 4930
521 NW Enterprise Drive
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Client:
Celentano Development Group
824 SW Squire Johns Lane
Palm City, FL 34990
Project:
17-5005.00
15354 Navion Drive
Port St Lucie, FL
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
7
6/28/17
P-1
N/A
10.0
108.0
11.3
104.9
12
97
95 / 105
Pass
8
6/28/17
P-1
N/A
10.0
108.0
11.9
106.3
12
98
95 / 105
Pass
9
6/28/17
P-1
N/A
10.0
108.0
11.9
107.2
12
99
95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
7
Above Stripped Surface: Second lift, NE Comer of Pad
1-2
Troxler 3450 737
Marquart, Matthew
8
Above Stripped Surface: Second lift, SW Corner of Pad
1-2
Troxler 3450 737
Marquart, Matthew
9
Above Stripped Surface: Second lift, Center of Pad
1-2
Troxler 3450 737
Marquart, Matthew
` 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.
R E C E D Wu' 02 2017
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I Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 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.