HomeMy WebLinkAboutCompaction , pg 3RNAT�O�P
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Soil Nuclear Gauge
Report Date: 8/21/2020
Test Method: ASTM D 6938
Client:
Don Hinkle Construction, Inc.
246 Bimini Drive
Fort Pierce, FL 34949
Project:
18-4369.00
Don Hinkle Construction, Inc. 2018 Master
Agreement
Various locations
FL
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
M
Maximum
Dry Density
(pcf)
In Place
Moisture
(%)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
M)
Remark
22
8/7/20
1537 - D1557
N/A
11.1
108.2
11.3
104.0
12
96
95 / 105
Pass
23
8/7/20
1537 - D1557
N/A
11.1
108.2
11.6
105.1
12
97
95 / 105
Pass
24
1
8/7/20
1 1537 - D1557
N/A
11.1
108.2
11.4
104.1
12
96
95 / 105
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
22
Pad: 7405 Silver Oak, PSL / First Lift on Pad with stemwall, SE side. (PERMIT #
20010551)
0-1'
Troxler / T3430 / 25092 /
Evans, Amber
23
Pad: 7405 Silver Oak, PSL / First Lift on Pad with stemwall, NW side. (PERMIT #
20010551)
0-1'
Troxler / T3430 / 25092 /
Evans, Amber
24
1 Pad: 7405 Silver Oak, PSL / First Lift on Pad with stemwall, center. (PERMIT #
20010551)
0-1'
Troxler / T3430 / 25092 /
Evans, Amber
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.
22, 23, 24: Below stripped surface 1-2, 2-3 HCP 60+, > 95 %
Compaction, PASS. HCP tests are empirically correlated to the
O ih Digitally signed
t n by John Kent
Date:
Ken t 2020.08.21
13:40:47-04'00'
John Kent, P.E.
Professional Engineer #
63218
State of Florida
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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