HomeMy WebLinkAboutSOIL NUCLEAR GAUGE;CA Y Soil Nuclear Gauge
;fit Lucie County Report Date: 3/16/2016
�eenno�P. Test Method: ASTM D 6938
Port St. Lucie
FBPE CA # 4930
521 NW Enterprise Drive
Port St. Lucie, FL 34986
Phone: 772-92435751 Fax: 772-9243580
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
M
Maximum
Dry Density
(pcf)
In Place
Moisture
M
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
28
3/10/16
P-1
N/A
10.2
116.0
10.7
112.6
12
97
951105
Pass
29
3/10/16
P-1
N/A
10.2
116.0
11.2
112.6
12
97
95 / 105
Pass
30
3/10116
P-1
N/A
10.2
116.0
11.3
110.6
12
95
95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
28
Below Slab Grade: Lot No. 9, Foundation Pad, Northeast End
0-1
Troxler T3430 34784
Thomas, Kenneth
29
Below Slab Grade: Lot No. 9, Foundation Pad, Southwest End
0-1
Troxler T3430 34784
Thomas, Kenneth
30
Below Slab Grade: Lot No. 9, Foundation Pad, Center Area 1
10-1
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.
28, 29, 30: 1 - 2, 2 - 3 HCP=70+, > 95 % Compaction, PASS. HCP tests are
empirically correlated to the relative density of the soil.
Test #
I Related Test #
Test Type
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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