HomeMy WebLinkAboutSoil compaction testSoil Nuclear Gauge
Report Date: 7/13/2020
Test Method: ASTM D 6938
Port St. Lucie
FBPE CA ff 4930
607 NW CommotlM1y Cove
Pod St. Lucie, FL 349e6
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
I%)
Maximum
Dry Density
pc
In Place
Moisture
(%)
In Place
Dry Density
pc
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
%
Remark
106
7/10/20
P-2
N/A
11.1
112.2
9.9
108.6
12
97
95/105
Pass
107
7/10/20
P-2
N/A
11.1
112.2
10.6
108.7
12
97
95/105
Pass
108
7/10/20
P-2
N/A
11.1
112.2
10.1
108.4
12
97
95/105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
106
Below Slab Grade: 10751 S Ocean Blvd, Lot A-3, Jensen Beach, Permit #2005-0432,
East Comer
0-1
Troxler / 3430 / 24566 /
Hayes, Sean
107
Below Slab Grade: 10751 S Ocean Blvd, Lot A-3, Jensen Beach, Permit #2005-0432,
West Comer
0-1
Troxler / 3430 / 24566 /
Hayes, Sean
108
Below Slab Grade: 10751 S Ocean Blvd, Lot A-3, Jensen Beach, Permit #2005-0432,
Center
0-1
Troxler / 3430 / 24566 /
Hayes, Sean
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.
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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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