HomeMy WebLinkAboutSOIL NUCLEAR GAUGEReport Date: 11/612018
Test Method: AM D 6938
FSPE CA 04M
607Nwca W4ftcore
Pod SL Lucie. FL U9416
MOW M424 3576I Fax M4244=0
P A C Construction of the Treasure Coast LTC 18-014�* 00
P.O. Box 4343 54121Crllamey Avenue
Fort Pierce, FL 34948 Fort Pierce, FL
Test Results
Test 0
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
optimum
Moisture
Maximum
Dry Density
In Place
Moisture
In Place
Dry Density
Probe
Depth
n
Percent
Compaeftn
Min/Max
Comp.
N
Remark
1
11/2/18
P-1
NIA
11.0
109.3
9.9
106.3
12
97
95 / 105
Pass
2
11/2/18
P-1
WA 1
11.0
109.3
9.8
1085
12
97
951105
Pass
3
11r2/18
P-1
WA
11.0
109.3
10.5
108.0
12
97
951105
Pass
TestlMormation
Test 9
Test Locatlon
Elevation
Reference
Gauge
Make / Model / SN I Calibrated
Field Technician
1
Below Stab Grade: NW coarser of pad
0-1
Troxter 13430 124566 /
Presson. Thomas
2
Below Slab Grade: SE comer of pad
0-1
Troxler / 3430 / 24588 /
Presson, Thomas
3
Below Stab Grade: Carder of pad
0-1
Troxler / 3430 / 24566 /
Presson. Thomas
Remarks
Comments
G
Pass: Tests results comply with speacellons
Tests are -Direct TrsrwalssTon (Method A) unteea probe depth is noted as
-Ba0scatier. Gauge caftmron data on Me with the testing agency.
1, 2, 3:1-2 MCP--40t, > 95 `yo Compaction, PASS. HCP tests are
RECEIVED
NOV 0 6 2018
ST. Lucie County, Permitting
Test Reports shall not be reproduced, except in full. without the written approval of GFA International Inc.
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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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