HomeMy WebLinkAboutSOIL NUCLEAR GAUGEYq- /,ZRIT
Soil Nuclear Gauge
Report Date: 2/23/2017
Test Method: ASTM D 6938
part St Lucie
FBPE CA# 4930
521 NW Enterprise Drive
Port St. Lucie, FL 34986
Phone: T72-9243575I Fax: 772-9243580
Client:
Richard K. Davis Construction Corp.
P. O. Box 186
Fort Pierce, FL 34954
17-0156.01
Pursuit Boats Mill Shop and Warranty Building
3901 St. Lucie Blvd.
Fort Pierce, FL
Test Results
Test#
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(pcf)
In Place
Moisture
(%)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
(e7o)
Remark
1
2/20/17
P-1
N/A
10.0
110.0
10.0
107.8
12
98
98/ 105
Pass
2
2/20117
P-1
N/A
10.0
110.0
8.9
108.5
12
99
98/105
Pass
3
2(20117
P-1
N/A
10.0
110.0
9.7
108.1
12
98
98 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model I SN
Field Technician
1
Building Pad: Southeast corner
0-1
Troxler T3430 25092
Smith, Johnnie
2
Building Pad: Northwest comer
0-1
Troxler T3430 25092
Smith, Johnnie
3
Building Pad: Center of pad
0-1
Troxler T3430 25092
Smith, Johnnie
Remarks
Comments
Pass: Tests results Comply with specifications
Tests am "Direct Transmission' (Method A) unless probe depth is poled as 'Backscatter'. Gauge calibration data on file with the testing agency.
R E CC` EC�6.
MAR 13 2017
St. Lucia c_c•i.
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Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
60675
02/2
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-Zonald W. Moler, P.E.;
� ONAL
V.
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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