HomeMy WebLinkAboutSoil Nuclear GaugeW'\ Ilia J.."
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
Report Date: 3/15/2016
Test Method: ASTM D 6938
RECEIVED APR 0 72016
Client:
Project:
Standard Pacific Homes, South Florida 13-0183.00
Riverbend
St. Lucie County, Florida
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
(pc
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
31
3/14/16
P-1
N/A
10.2
116.0
10.3
111.4
12
96
95 / 105
Pass
32
3/14/16
P-1
N/A
10.2
116.0
10.6
111.8
12
96
951105
Pass
33
3/14/16
P-1
N/A
10.2
116.0
10.2
112.1
12
97
95 / 105
Pass
-'Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
31
Below Slab Grade: Lot No. 21, Foundation Pad, Northwest End
0-1
Troxler T3430 34784
Thomas, Kenneth
32
Below Slab Grade: Lot No. 21, Foundation Pad, Southeast End
0-1
Troxler T3430 34784
Thomas, Kenneth
33
Below Slab Grade: Lot No. 21, Foundation Pad, Center Area
0-1
Troxler T3430 34784
Thomas, Kenneth
Remarks
Comments
Related Tests
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.
31, 32, 33: 1 - 2, 2 - 3 HCP=70+, > 95 % Compaction, PASS. HCP tests are
empirically correlated to the relative density of the soil.
Test #
Related Test #
Test Type
Ll
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
0` p� •°•�� E •.l��soa .
No;rV�%/, 0
0
U
77 bonald W. Moler, P.E.
aC�tofe�`s�sTi6 kF_noigieer
0A/A L SXA� o®o
®iet11ee
Page 1 of 1
T T, fb; f _1V �j 9! "ll/ W
Soil Nuclear GaugerClient: Project:
Report Date: 3/16/2016 Standard Pacific Homes, South Florida 13-0183.00
Test Method: ASTM D 6938 Riverbend
Port St. Lucie St. Lucie County, Florida
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
31
3/14/16
P-1
N/A
10.2
116.0
10.3
111.4
12
96
95 / 105
Pass
32
3/14/16
P-1
N/A
10.2
116.0
10.6
111.8
12
96
95 / 105
Pass
33
3/14/16
P-1
N/A
10.2
fl-6—.01
10.2
112.1
1 12
1 97
1 95 / 105 1
Pass
- — - - - _ Test -Information- ' - - — -
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
31
Below Slab Grade: Lot No. 21, Foundation Pad, Northwest End
0-1
Troxler T3430 34784
Thomas, Kenneth
32
Below Slab Grade: Lot No. 21, Foundation Pad, Southeast End
0-1
Troxler T3430 34784
Thomas, Kenneth
33
Below Slab Grade: Lot No. 21, Foundation Pad, Center Area
0-1
Troxler T3430 34784
Thomas, Kenneth
Remarks '
Comments
Related Tests
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.
31, 32, 33: 1 - 2, 2 - 3 HCP=70+, > 95 % Compaction,, PASS. HCP tests are
empirically correlated to the relative density of the soil.
Test #
Related Test #
Test Type
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
NA
®®QRli3@O�d®0
r
93
Iald W. Moler
tyr
ossionaf,5fi 'neer # 6
.'Of Fjor,ida
O 1�l p•�-� o 1 of 1