HomeMy WebLinkAboutSoil Nuclear GaugeSoil Nuclear Gauge
Client:
Project:
Report Date: 11/6/2019
Remnant Construction
19-6474.01
,RNATONPV
Test Method: ASTM D 6938
201 S. 2nd St., Suite 200
'Treasure Coast Hospice - CMT
Port St. Lucie
Fort Pierce, FL 34953
5090 Dunn Rd.
FBPE CA#4930
Fort Pierce, FL 34981
607 NW Commodity Cove
Port Lucie,
Phone:772-24-3575Fax:772-9243580
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Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
1
10/28/19
9722 - D1557
N/A
11.2
105.8
10.7
104.0
12
98
951105
Pass
2
10/28/19
9722 - D1557
N/A
11.2
105.8
11.0
104.7
12
99
95 / 105
Pass
3
10/28/19
9722 - D1557
N/A
11.2
105.8
1 10.3
103.8
12
98
95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
1
Below Slab Grade: At NE side of existing bldg., Equipment pad, NE Corner
0-1'
Troxler / T3440 / 27974 /
Liverman, Robert
2
Below Slab Grade: At NE side of existing bldg., Equipment pad, SW Comer
0-1'
Troxler! T3440 / 27974 /
Liverman, Robert
3
Below Slab Grade: At NE side of existing bldg., Sidewalk, Center
0-1'
Troxler 1 T3440 127974 /
Liverman, Robert
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.
RECEIVC-D
NOV 0 6 2019
ST. Lucie County., Permitting
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