HomeMy WebLinkAboutSOIL NUCLEAR GAUGEi
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Soil Nuclear Gauge Client: Project:
Report Date: 2/10/2016 AJT Construction Consulting, LLC. 15-0986.00
Port SL Lucle West Palm Beach, FL 33411 North Hutchinson Island
FBPECA#4930 St. Lucie County, FL
521 NW Enterprise {hive
Port.SL Lucie, FL 34986.
Phone: 772.924-35751 Fax: 772-924-3580
:. Test- Results .' ' . , •
Test#
Retest
Of
Test
Date
ProctorlD
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.
(%°
Remark
1
1/26/16
P-1
N/A
14.1
108.7
14:0
106.5
12
96
95 / 105
Pass
2
1/26/16
P-1
N/A
14.1
108.7
14.1
107.1
12
99
951105
Pass,
3
1
1 1/26/16
71
N/A
14.1
108.7
14.4
107.3
12
1 99
95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
1
Below Slab Grade: Lot No. 5,4434 A1A - Foundation Pad, Northwest Comer
0-1
Troxler T3440 27974
Marquart, Matthew
2
Below Slab Grade: Lot No. 5, 4434 AIA - Foundation Pad, Southeast Comer
0-1
Troxler T3440 27974
Marquart,.Matthew
3
Below Slab Grade: Lot No. 5, 4434 A1A - Foundation Pad, Center Area
0-1
Troxler T3440 27974
Marquart, Matthew
Remarks..
: = - Comments,
Related Tests... .
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.
1, 2, 3: 1 - 2, 2 - 3, 3 - 4, 4 - 5 HCP=70+, > 95 % Compaction, PASS. HCP
tests are empirically correlated to the relative density of the soil.
Test #
Related Test #
Test Type
0
> CLP
M75
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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2/10/201'6:
Donald W. Moler, P.E.
Professional Engineer.# 6605'>`
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RECEIVED FFR >t 6 2017
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