HomeMy WebLinkAboutSOIL NUCLEAR GAUGER
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-FEB 0 6 2020
°RNnno�'
PortSL Luclo
FBPECA#4930 Permitting Department
607 KW Commodity Cove $t, 6ucie county
Pon St Lucie, FL 34986
Phone: 772-924-35751 Fac: 772-924-3580
Soil Nuclear Gauge
Report Date: 1/14/2020
Test Method: ASTM D 6938
Client:
Richard K. Davis Construction Corporation
P.O. Box 186
Fort Pierce, FL 34954
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Praja � 1.41" zS �rZ'_'- � ; ;
19-7370.02
Franceschi Marble and Granite - CMT
7361 Commercial Circle
Fort Pierce, FL 34951
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
%
Maximum
Dry Density
p
In Place
Moisture
%)
In Place
Dry Density
p
Probe
Depth
(In)
Percent
Compaction
Min/Max
Comp.
(%)
Remark
5
1M20
9901- D1557
NIA
10.0
120.0
9.3
114.7
12
96
951105
Pass
6
1I7120
9901 - D1557
N/A
10.0
120.0
9.1
114.8
12
96
95 / 105
Pass
7
1/7120
9901 - D1557
N/A
10.0
120.0
9.8
115.3
12
96
95 / 105
_' Pass
8
1/7/20
9901 - D1557
N/A
10.0
120.0
9.5
115.2
12
96
95 / 105
Pass
9
117120
9901 - D1557
N/A
10.0
120.0
9.6
115.8
12
97
95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model I SN I Calibrated
Field Technician
5
Building Pad: NW Corner
0-1'
Troxler / T3430122260 /
Bergeron, Jason
6
Building Pad: NE Comer
0-1'
Troxler / T3430122260 /
Bergeron, Jason
7
Building Pad: Center
0-1'
Troxler / T3430122260 /
Bergeron, Jason
8
Building Pad: SW Comer
0-1'
Troxler / T3430122260 /
Bergeron, Jason
9
Building Pad: BE Comer
0-1'
Troxler / T3430 / 222601
Bergeron, Jason
Remarks
are "Direct Transmission' (Method A) unless probe depth is noted as
scatter". Gauge calibration data on file with the testing agency.
7, 8, 9: 1-2. 2-3, 34 HCP=50+, > 95 % Compaction, PASS.
SCANNED
BY
�;t. Lucie County
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No 6321K
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Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1
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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• Port St. Lucie. 111111111111986 f-7/ ■ AlkV% (772) 924-3575
Laboratory Compaction Characteristics of Soil Using Modified Effort (Proctor)
r (ADC O��O ASTM D 1557
Project:
Franceschi Marble and Granite
Project ID: 19-7370.02
Address:
7361 Commercial Circle, Fort Pierce
Report ID: 9901
Client:
Richard K Davis Construction Corp.
Lab/MAC ID: 9901
Material Location:
Parking,
Sampled By:
J Bergeron
Date Sampled: 1/7/2020
Tested By:
R Robinson
Date Tested: 1/8/2020
Material Description:
Light brown fine sand with shell fragments and trace rock
Material Classification:
Rammer Type: Mechanical
Test Method Used:
Method C
Rammer Face: Sector
Comments:
Sieve Results
Sieve
Size (mm)
Weight Retained (Ibs)
Percent Retained
3/4"
19
N/A
N/A
3/8"
9.5
N/A
N/A
# 4
4.75
N/A
N/A
Pan
0
N/A
N/A
Total
0.0
0.0%
122
121
120
LL
IL 119
118
Z
W
117
}a'
C
116
115
114 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1
4 5 6 7 8 9 10 11 12 13
MOISTURE %
Sampled In Accordance with ASTM 0751AASHT0 T-2
Test report shall not be reproduced, except in full, without the written approval of GFA Intemaronal
Environmental . Geolechnical . Construction Materials Testing • Special &Threshold Ins
Florida's Leading Engineering Source
wmv.teamgfa.com
14
Dry Density p
Moisture
116.3
7.2
118.8
8.6
120.0
10.0
118.4
11.4
Maximum Dry Density (pcf)
120.0
Optimum Moisture (%)
10.0
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• 6a7 N.W. Commoditv Cove • Port St.
Limerock Bearing Ratio
I qo5,=0 ZZC? Florida Method FM 5-515
Project:
Franceschi Marble and Granite
Address:
7361 Commercial Circle, Fort Pierce
Client:
Richard K Davis Construction Corp.
Material Location:
Parking
Sampled By:
J Bergeron
Tested By:
R Robinson
Material Description:
Light brown fine sand With shell fragments and trace rack
% Passing 94:
Rammer Face:
Sector Soak Time (hrs): 48
Comments:
125
124
123
L 122
121
120
w 119
G
a 118
a:
117
115
5 6 7 8 9 10 11 12 13 14 15
1000
z
O
w
z
I 100
0
K
m
J
Project ID: 19-7370.02
Report ID: 9901
Lab/MAC ID: 9901
Date Sampled: 1/7/2020
Date Tested: 1/8/2020
Type of Rammer: Mechanical
Surcharge (Ibs): 15
Dry Density (pcf)
Moisture (%)
118.1
7.6
120.0
9.1
120.8
10.4
119.3
11.8
10i I i I IJ—I I I i 1 I I
5 6 7 8 9 10 11 12 13 14 15 -J
MOISTURE(%)
i
t report shall not be reproduced, except in full, without the written approval of GFA International
Environmental • Geotechnical • Construction Materials Testing o Special &Threshold Inspections
Florida's Leading Engineering Source
w .teamgfa.com
Maximum Dry Density (pcf)
120.8
Optimum Moisture (%)
10.3
Limerock Bearing Ratio
95
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