HomeMy WebLinkAboutCompaction testSoil Nuclear Gauge
Report Date: 2/4/2021
Test Method: ASTM D 6938
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie,
Phone: 772-924-3575 1 Fax: 772-924-3580
Client:
Surfside Rockscapes, Inc.
904 West Weatherbee Road
Fort Pierce, FL 34982
Project:
19-4668.00
Surfside Rockscapes, Inc.
FL
Test Results
Test #
Retest
Of
Test Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
M
Maximum
Dry
Density (pcf)
In Place
Moisture
N
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
MinlMax
Comp.
N
Remark
13
211/21
P-1
NIA
11.3
106.3
11.1
104.1
115.7
12
98
95/105
Pass
14
211121
P-1
NIA
11.3
106.3
10.5
103.8
114.7
12
98
95 / 105
Pass
15
211121
P-1
NIA
11.3
106.3
11.0
104.0
115.4
12
98
951105
Pass
16
211/21
P-1
NIA
11.3
106.3
11.0
102.5
113.8
12
96
951105
Pass
17
211/21
P-1
NIA
11.3
106.3
10.9
104.3
115.7
12
98
951105
Pass
18
211/21
P-1
NIA
11.3
106.3
11.0
103.3
114.7
12
97
951105
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make 1 Model 1 SN I Calibrated
Field Technician
13
Above Bottom of Structure: 5209 Silver Oak Drive, Northeast corner of Swimming Pool
5-6
Troxler / T3430 ! 364421
Rogers, Mark
14
Above Bottom of Structure: 5209 Silver Oak Drive, Northwest comer of Swimming
Pool
0-1
Troxler 1 T3430 ! 364421
Rogers, Mark
15
Above Bottom of Structure: 5209 Silver Oak Drive, Southeast corner of Swimming
Pool
0-1
Troxler 1 T34301 364421
Rogers, Mark
16
Above Bottom of Structure: 5209 Silver Oak Drive, Southwest corner of Swimming
Pool
0-1
Troxler 1 T3430136442 1
Rogers, Mark
17
Above Bottom of Structure: 5209 Silver Oak Drive, Northern side of Swimming Pool
0-1
Troxler 1 T34301364421
Rogers, Mark
18
Above Bottom of Structure: 5209 Silver Oak Drive, Southern side of Swimming Pool
0-1
Troxler 1 T3430 / 364421
Rogers, Mark
Remarks
Comments
���� '<1N KE
NO, • • .. NT
Pass: Tests results comply with specifications
A " ' Tests are Direct TransmissionMethod
( ) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
13: 0-1, 1-2. 2-3, 3-4, 4-5' HCP=60+, > 95 % Compaction, PASS.
HCP tests are empirically correlated to the relative densityof the soil.
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