HomeMy WebLinkAboutSoil, 7405 Silver Oak Dr 08.21.20-digiRNAT�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
M)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
M)
Remark
25
8/21/20
1537 - D1557
N/A
11.1
108.2
10.4
105.3
12
97
95 / 105
Pass
26
8/21/20
1537 - D1557
N/A
11.1
108.2
11.2
105.4
12
97
95 / 105
Pass
27
1
8/21/20
1 1537 - D1557
N/A
11.1
108.2
10.4
105.5
12
98
95 / 105
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
25
Pad: 7405 Silver Oak Drive, PSL, Stemwall fill, SE Side (PERMIT # 20010551)
1-2
Troxler / T3430 / 36304 /
Hayes, Sean
26
Pad: 7405 Silver Oak Drive, PSL, Stemwall fill, NW Side (PERMIT # 20010551)
1-2
Troxler / T3430 / 36304 /
Hayes, Sean
27
Pad: 7405 Silver Oak Drive, PSL, Stemwall fill, Center (PERMIT # 20010551)
1-2
Troxler / T3430 / 36304 /
Hayes, Sean
Pass: Tests results comply with specifications Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauae calibration data on file with the testina aaei
Digitally signed
„� 0 h n by John Kent
Date:
Ken t 2020.08.21
13:43:42-04'00'
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.
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.