HomeMy WebLinkAboutSOIL NUCLEAR GAUGE11o(0-oal3
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Port St Ludo
FSPE CA # 4930
607 NW com are iy cove
Pon St. Lucia, FL 34986
Phone: 772.924-35751 Fax 772-9243580
Soil Nuclear Gauge
Client:
Project:
RecelveD
1%A
Report Date: 7/12/2019
Vega's Homes Construction, Inc.
18-4929.00
pji- 1, 9
Test Method: ASTM D 6938
904 Osceola Drive
Homes Construction, Inc.
Ve a'Agre
2018 MasterDepa�ment
Fort Pierce)
. me
County
Various Locations
Qet Stt`\9
FL
..:.:-Test Results'.
Test #
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
N
Maximum
DryDensity
(pef)
In Place
Moisture
ON
In Place
DryDensity
pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
21
7/12/19
P-2
N/A
10.9
109.5
11.2
105.3
12
96
951 105
Pass
22
7/12/19
P-2
N/A
10.9
109.5
10.4
105,5
12
96
95/105
Pass
23
7/12119
P-2
N/A
10.9
109.5
11.5
105.8
12
97
951 105
Pass
24
7112119
P-2
N/A
10.9
109.5
10.7
105.4
12
96
95/ 105
Pass
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Test #
Test Location
Elevation
Reference
Gauge
Make / Model I SN / Calibrated
Field Technician
21
Pool Deck: 880 Trowbridge Rd, Ft. Pierce, South side.
4-5'
Trox!er / T3430 / 34784 /
Evans, Amber
22
Pool Deck: 880 Trowbridge Rd, Ft. Pierce, North side.
4-5'
Trox'er f T3430134784 /
Evans, Amber
23
Pool Deck: 880 Trowbridge Rd, Ft. Pierce, East side.
4-5'
Troxler / T3430 / 34784 /
Evans, Amber
24
Pool Deck: 880 Trowbridge Rd, Ft. Pierce, West side.
4-5'
Troxlpr I T3430 / $4784 !
1 Evans, Amber
.:.Remarks.: _: ; _ .
'- _.....
- , ;:,., '.Co'mmen[s
Pass: Tests results comply with specifications
Tests are'Direct Transmission')Method A) unless probe depth is noted as
'Backscatter". Gauge calibration data on flee with the testing agency.
21; 0-1, 1-2, 2-3. 3-4' HCP=70+,> 95 % Compaction, PASS. HCP
tests are em iricatl" correlated to the relative denseI of the sail.
PERMIT # 1906 0213
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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