HomeMy WebLinkAboutSOIL NUCLEAR GAUGEGFi� RECEIVEp
APR 292019
Port N na %rmfttIng . Depart
FBPE CA # 4930 $(; Lucie CermeAt
607 NW Commodity Cove ty
Pon SL Luce. FL 34986
Phone:772-924-35751 Fax: 772-924-3590
Soil Nuclear Gauge
Report Date: 4/29/2019
Test Method: ASTM D 6938
Client:
Project:
I- lJ I ay� '
GHO Homes Corporation
15-0338.00
590 NW Mercantile Place
Meadowood Golf & Country Club
Port St. Lucie, FL 34986
Fort Pierce, Florida
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.
N
Remark
106
4125119
P-3
N/A
11.2
113.3
7.2
110.9
12
98
95/105
Pass
107
4/25119
P-3
WA
11.2
113.3
7.5
111.8
12
99
95/105
Pass
108
4125/19
P-3
NIA
11.2
113.3
7.9
108.0
12
95
95/105
Pass
Test information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model I SN I Calibrated
Field Technician
106
Below Slab Grade: Lot 60, 2654 Conifer Dr., NW Comer
0-1'
Troxier / 3430 / 34151/
Liverman, Robert
107
Below Slab Grade: Lot 60. 2654 Conifer Dr., Center
0-1'
Troxler / 3430 / 341611
Liverman, Robert
108
Below Slab Grade: Lot 60, 2654 Conifer Dr., SE Comer
0-1,
Troxler 13430 / 34151 I
Liverman, Robert
Remarks
I
Comments
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.
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SIGNAL
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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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