HomeMy WebLinkAboutSOIL NUCLEAR GAUGESoil Nuclear Gauge
Client:
Project:
Report Date:1/1112019
Donny Stefan!
19-1106.00
Test Method: ASTM D 6938
20024 Southern Star Drive
20024 Southern Star Dri
C
PoN.Mo'
st Lucie
FBPE CA N 4930
Fort Pierce, FL 34945
Fort Pierce, FL
BYN�®-
607 NW Commodity Cove
St, Lucie County
Porte: 772-94-34966
Phone: 772-92FL 3498 Fax: M-92F3560
)/}�)-
Q
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
ProctorlD
Method
Classification
%)
(pcf)
%)
(pc
(in)
Compaction
(%)
Remark
1
117119
P-1
NIA
11.5
108.1
10.9
103.2
12
95
95/105
Pass
2
VJI19
P-1
N/A
11.5
108.1
10.5
104.5
12
97
951105
Pass
3
117/19
P-1
N/A
11.5
108.1
10.2
103.6
12
96
95/105
Pass
Test Information
Gauge
Test #
Test Location
Elevation
Reference
Make I Model I SN I Calibrated
Field Technician
1 _
Below Slab Grade: SW Corner
0-1'
Troxler / 3430 124566 /
Livennan, Robert
2
Below Slab Grade: Center area
0-1'
Troxler 13430 124566 /
Liverman, Robert
3
Below Slab Grade: NE Corner
0-1'
Troxler / 3430 ( 24566 /
Livennan, Robert
Remarks
Comments
Pass: Tests results comply with specifications Tests are'Direct Transmission' (Method A) unless probe depth Is noted as
'Backscatler'. Gauge calibration data on file with the testing agency.
7RECEIVED
-
1, 2, 3: 1-2 HCP=50+, > 95 % Compaction, PASS. HCP tests are
ern irirall cortelatedtotherelativedensi otthe3oil.
FEB 06 20i9
ST. Lucie County, Permitting
0 632 jl3�
411
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.
9 .
Page 1 of 1
T'