HomeMy WebLinkAboutSoil Nuclear GaugeSoil Nuclear Gauge
Client:
Project: /. oe/— 014)
Report Date: 10/10/2019
T Pro Construction; Inc.
18-0853.00
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Test Method: ASTM D 6938
4232 SW 16th Street
T-Pro Construction, Inc. 2018-2019 Master
Port St. Lucia
Okeechobee, FL 34974
Agreement
FBPECA#4930
Various Locations
607 NW Commodity Cove
FL
Port St. Lucie, FL 34986
Phone: 772-924-35751 Fax: 772-924-3580
Test Results
Test #
Retest
I 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
9
10/8/19
9116 - D1557
N/A
11.0
115.4
9.4
110.3
12
96
95/105
Pass
P20
10/8/19
9116 - D1557
N/A
11.0
115A
9.9
109.9
12
95
951105
Pass
1
10/8/19
9116 - D1557
N/A
1 11.0
1 115.4
1 8.9
1 110.8
1 12
1 96
1 951105 1
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model / SN / Calibrated
Field Technician
19
Below Slab Grade: Lot 66, 5008 Watersong Way, Permit #1904-0160, NW Corner
0-1'
Troxler / T3440 / 27974 /
Bergeron, Jason
20
Below Slab Grade: Lot 66, 5008 Watersong Way, Permit #1904-0160, Center
0-1'
Troxler / T3440127974 /
Bergeron, Jason
21
Below Slab Grade: Lot 66,5008 Watersong Way, Permit #1904-0160, SE Comer
0-1'
Troxler / T3440 / 27974 /
Bergeron, Jason
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.
19, 20, 21: 1-2', Below stripped surface 0-1, 1-2', HCP=50+, > 95 %
Compaction, PASS. HCP tests are empirically correlated to the
relative den i of the soil.
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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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