HomeMy WebLinkAboutSOIL NUCLEAR GAUGE 3-27-18-*— k713, - 6ya01
Soil Nuclear Gauge
Report Date: 3/27/2018
Test Method: ASTM D 6938
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Client:
Doyle Masonry, Inc.
P.O. Box 12339
Fort Pierce, FL 34979-2339
Project:
17-6476.00
Doyle Masonry, Inc. 2017-2018 Master
Agreement
Various Locations
FL
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.
(%)
Remark
8
3/16/18
P-1
N/A
11.0
108.0
10.6
102.9
12
95
95 / 105
Pass
9
3/16/18
P-1
N/A
11.0
108.0
10.5
103.1
12
95
95 / 105
Pass
10
3/16/18
P-1
N/A
11.0
108.0
10.9
102.9
12
95
95 / 105
Pass .
11
3/16/18
1 P-1
N/A
1 11.0
1 108.0 1
11.0
1 102.6
1 12
1 95
1 .95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
8
Below Slab Grade: 4851 Bald Cypress Trail, Ft Pierce, Foundation Pad, Garage,
Center area
0-1
Troxler / 3430 / 24566 /
Smith, Johnnie
9
Below Slab Grade: 4851 Bald Cypress Trail, Ft Pierce, Foundation Pad, Center area
0-1
Troxler / 3430 / 24566 /
Smith, Johnnie
10
Below Slab Grade: 4851 Bald Cypress Trail, Ft Pierce, Foundation Pad, NW Section
0-1
Troxler / 3430 / 24566 /
Smith, Johnnie
11
Below Slab Grade: 4851 Bald Cypress Trail, Ft Pierce, Foundation Pad, SE Section
0-1
Troxler / 3430 / 24566 /
Smith, Johnnie
Remarks
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.
8, 9, 10, 11: 1-2, 2-3 HCP=70+, > 95 % Compaction, PASS. HCP
tests are empirically correlated to the relative density of the soil.
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Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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S . Lucie County