HomeMy WebLinkAboutSOIL NUCLEAR GAUGE, �5 , C6- `1�
Soil Nuclear Gauge Client: Project:
Report Date: 8/23/2018 GHO Homes Corporation 18-8277.00
"'FRNAt10NPv Test Method: ASTM D 6938 590 NW Mercantile Place 1312 Lone Pine Drive
Port St. Lucie Port St. Lucie, FL 34986 Ft Pierce, FL
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Test Results
Optimum Maximum In Place In Place Probe Min/Max
Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent Comp.
Test #
Of
Date
Proctor ID
Method
Classification
N
(pcf)
N
(pcf)
(in)
Compaction
N
Remark
1
8/7/18
P-1
N/A
11.2
112.5
10.4
107.8
12
96
951105
Pass
2
8/7/18
P-1
N/A
11.2
112.5
10.0
108.3
12
96
95 / 105
Pass
3
8/7/18
P-1
N/A
1 11.2
1 112.5
1 10.6
107.1--1
12
95
95 / 105
Pass
Test
Information ,
Test#
Test Location
Elevation
Refeieme
Gauge
--Viake-/-Modei-f-SN4-Calibrated—
Fie1ld'i`6-C-h1n-1aan
—1
Below-Slab-Grade-.-t312tone-Pine Dnv' e— preliminarypad, SW comer
0-1
Troxier / 3430 / 24566 /
Baker, Jeff
2
Below Slab Grade: 1312 Lone Pine Drive, preliminary pad, NE comer
0-1
Troxier / 3430 / 24566 /
Baker, Jeff;
3
Below Slab Grade: 1312 Lone Pine Drive, preliminary pad, Center area
0-1
Troxier / 3430 / 24566 /
Baker, Jeff
-Remarks
Comments
Pass: Tests results comply with specifications Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauae calibration data on file with the testinq agency.
RECEIVED
AUG %'9 2017
Permitting Department
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