HomeMy WebLinkAboutSOIL NUCLEAR GAUGErm j N V OS�3
.l, oii Nuclear Gauge Client:
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Project:
6fA
F
Report Date: 6/18/2019 Sion Homes Constructioon• • orp
19-4061.00
Test Method: ASTM D 6938 3831 SW 147 Ave.
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Sion Homes Constructioon,
LLC 2019 Master
yFaare�'j
Pon St Loe19
Miami, FL 33185
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Agreement
FBPE CA#413D
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North Palm Beach, Martin,
Saint Lucie,
117"Com
irycore
v
Indian River, Okeechobee
and Brevard
Port St. Lacle,
Phone: 772-9
FL 34986
4-35751 F=TM-92435a0
Counties...
FL
Test Results
Optimum
Maximum
In Place
In Place
Probe
Min/Max
etest
Test
Soil
Moisture
Dry Density
Moisture
Dry Density
Depth
Percent
Comp.
Test#
Of
Date
ProctorlD
Method
Classification
(%)
(Pc
(%)
p
(in)
Compaction
%
Remark
1
6/12119
9331 D1557
NIA
10.7
112.6
10.0
107.4
12
95
95/105
Pass
2
1
6112119
9331 D1557
N/A
10.7
112.6
10.2
107.1
12
95
95/105
Pass
3
1
6/12/19
9331 D1557
NIA
10.7
112.6
11.2
107.0
12
95
95/105
Pass
4
6/12119
9331 D1557
NIA
10.7
112.6
9.5
107.6
12
96
95/105
Pass
Test Information
Gauge
Test #
TBst Location
Elevation
Reference
Make / Model / SN / Calibrated
Field Technician
1
Fqq' oting: Lot #3, 4422 N Highway A1A, Ft Pierce, South side, grade beams. (PERMIT #
0-12"
Troxler/ T3430 / 34784 /
Evans, Amber
04-05,43TW
2 1 1766fi
g: Lot #3, 4422 N Highway AIA, Ft Pierce, North side, grade beams. (PERMIT#
0-12"
Troxler / T3430 / 34784 /
Evans, Amber
1901-0543
3
Footing: Lot #3, 4422 N Highway A1A, Ft Pierce, West side, grade beams. (PERMIT #
0-12"
Troxler/ T3430 134784 /
Evans, Amber
1901-0543)
4
Footing: Lot #3, 4422 N Highway A1A, Ft Pierce, East side, grade beams. (PERMIT #
0-12"
Troxler / T3430 / 34784 /
Evans, Amber
1901-0643)
'Remarks
Comments
Pass: Tests results comply with specifications
Tests are "Direct Transmission' (Method A) unless probe depth Is noted as
"Backscattef . Gauge calibration data on file with the testing agency.
RECEIVE®
JUN 18 2019
Permitting Department
St. Lucie County, FL
a
CNN
�•''ocENSZ `- i
No 63
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;S/ONAL
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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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Page 1 of 1
J
607 N.W. Commodity Cove •Port St Lucie, FL 349; �w
'FRIJATtON
S:
ASTM D 1557
Project:
4410, 4416, 4422 N Hwy A1A, Ft Pierce
Address:
4410 4416, 4422 N Hwy A1A, Ft Pierce
Client:
Sion Homes Construction
Material Location:
Footings
Sampled By:
A Evans
Tested By:
R Robinson
Material Description:
Brown fine sand trace shell
Material Classification:
0
Test Method Used:
Method C
Comments:
Sieve Results
Sieve
Size(mm)
Weight Retained(Ibs)
Percent Retained
3/4"
19
WA
WA
3/8"
9.5
WA
N/A
# 4
4.75
N/A
WA
Pan
0
N/A
N/A
Total
0.0
0.0%
115
114
113
112
111
110
109
108
107
106
105
4 5 6 7 8 9 10
MOISTURE %
Sampled in Accordame with ASTM D751AASHT0 T-2
Test report shall not be reproduced, except in fun. wdhwl the written approval 1
Emironmemal • GeolecMcal . Construction Maledals Testing • Special 8 Threshold Inspections .
Florida's Leading Engineering Source
www.teamgfaxom
924-3580
Project ID: 19-4061.00
Report ID: 9331
Lab/MAC ID: 0
Date Sampled: 6/12/2019
Date Tested: 6/1312019
RammerType: Mechanical
Rammer Face: Sector
Dry Density c
Moisture
109.7
8.0
111.2
9.4
112.6
10.7
110.2
12.1
Maximum Dry Density (pcf)
112.6
Optimum Moisture I%)
10.7
11111111
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teredEnc*eer#63218 -
of Florida
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