HomeMy WebLinkAboutSOIL NUCLEAR GAUGEr
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19 Port SL Lucie
O • FSPE CA 9 a930
0 607 NW commodity Cove
Port St. Lucie. FL 34995
Mono: 772.924-35751 Fae: 772-924.3680
Soil Nuclear Gauge
Report Date: 4/27/2018
Test Method: ASTM D 6938
Client:
Project:
Johnny Johnson Construction, Inc.
18-5782.01)
4504 Avienda Avenue
5706 Sunset Blvd
Fort Pierce. FL 34946
Fort Pierce, FL
Test Results
Test 9
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
4/26118
P-1
N/A
11.9
105.8
11.4
102.7
12
97
951105
Pass
2
4126118
P-1
NIA
11.9
105.8
11.6
101.9
12
96
951105
Pass
3
4/26/18
P-1
N/A
11.9
105.8
10.9
103.1
12
97
95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model I SN I Calibrated
Field Technician
1-
Below Slab Grade: Foundation pad. NW corner
0-1
Troxler / 3430 124566 /
Liverman, Robert
2
Below Slab Grade: Foundation pad. Center area
0-1
Troxler / 3430/24566 /
Liverman. Robert
3
Below Slab Grade: Foundation pad. SE Corner
0-1
Troxler 13430 / 24566 /
Liverman. Robert
Remarks
Comments
. Pass: Tests results comply with specifications
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
'Sackscatter". Gauge calibration data on file with the testing agency.
RECEIVED
APR 3.0 7n1�
Perm". Department
St. Lucie County
PERMIT # 1804-0243
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LtGENgF' .
No 2113
127/2018-
P'rgssiDq?sttfaef 8
Stat�q`f,''I�P�4L
gyp. Tesports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1
oDigitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
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Soil Nuclear Gauge
Report Date: 4/27/2018
Test Method: ASTM D 6938
Port St Lucie
FBPE CA 114930
607 NW Commodity Cove
Port St. Lucie. FL 34966
Phone: 772.924-35751 Fax: 772-924-3590
Client:
Johnny Johnson Construction. Inc.
4504 Avienda Avenue
Fort Pierce. FL 34946
Project:
18-5782.00
5706 Sunset Blvd
Fort Pierce. FL
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soll
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pcf)
In Place
Moisture
(%)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
I%)
Remark
1
4126/18
P-1•
NIA
11.9
105.8
11.4
102.7
12
97
951105
Pass
2
4/26,18
P-1
N/A
11.9
105.8
11.6
101.9
12
96
951105
Pass
3
4/26/18
1 P-1
NIA
11.9
105.8
1 10.9
103.1
12
97
951 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model i SN I Calibrated
Field Technician
1
Below Slab Grade: Foundation pad. NW corner
0-1
Troxler 13430 / 245661
Liverman. Robert
2
Below Slab Grade: Foundation pad. Center area
0-1
Troxler / 3430 124566 /
Liverman. Robert
3
Below Slab Grade: Foundation pad. SE Corner
0-1
Troxler 13430 124566 I
Liverman. Robert
Remarks
Comments
Pass: Tests results comply with specifications
Tests are'Direct Transmission' (Method A) unless probe depth is noted as
'Sackscaller'. Gauge calibration data on file with the testing agency.
RECEW
APR 1..0 7018
PermtWng Department
St Lucie County
PERMIT # 1804-0243
\\tt1lllrrl/11�
' LIGENSF'• '
4-7 No 63218 •: �,
T� 12712018Z
�t . ent, s�-r& of tV�`
P�t*.' ion*tbPM Pgef 18
State' ,f
`E
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.
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