HomeMy WebLinkAboutSOIL NUCLEAR GAUGEQ
Soil Nuclear Gauge
Client:
Project:
ONA—�V"�'
Report Date: 4/2912016
Standard Pacific Homes, South Florida
13-0183.00
Test Method: ASTM D 6938
825 Coral Ridge Drive
Riverbend
Pod' Lude
o StLu
Coral Springs, FL 33071-4180
St. Lucie County, Florida
SCANNED
FBPE GA # 4930
521 KINSt Enterprise
PodLucie, FIL Drive
RECEIC7D MAY 23 Zplg
BY
St. Lucie County
Phone: T2-924-35751 Fax: 772-924-3580
I` Test Results
Test#
Retest
Of
Test
Date
(Proctor ID
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(Pcf)
In Place
Moisture
(ayo)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
MiniMax
Comp.
N
Remark
61
4/25/16
1 P-1
N/A
10.2
116.0
10.5
112.3
12
97
95/105
Pass
62
4/25/16
P-1
N/A
10.2
116.0
11.1
109.7
12
95
95/105
Pass
63
4/25/16
P-1
N/A
10.2
116.0
10.3
111.2
12
96
95/105
Pass
'Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model / SN
Field Technician
61
Below Slab Grade: Lot 1No. 36, Foundation Pad, Northwest End
12-1
Troxler T3430 34784
Thomas, Kenneth
62
Below Slab Grade: Lot No. 36, Foundation Pad, Southeast End
0 - 1
Troxler T3430 34784
Thomas, Kenneth
63
Below Slab Grade: Lot No. 36, Foundation Pad, Center Area
0- 1 1
Troxler T3430 34784
Thomas, Kenneth
Remarks
Comments
Related Tests
Pass: Tests results comply with specifications
Tests am "Dkect Transmission- (Method A) unless probe depth Is noted as'Backscatter'.
Gauge calibrated data on file with the testing agency.
61, 62, 63: 1 - 2, 2 - 3 HCP=70+, > 95 % Compaction, PASS. HCP tests are
emprically correlated to the relative density of the soil.
Test #
I Related Test #
_
Test Type
Test Reports shall not be rep IToduced, except in full, without the written approval of GFA International Inc.
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