HomeMy WebLinkAboutSOIL NUCLEAR GAUGESoil Nuclear Gauge
Report Date: 9/9/2016
Test Method: ASTM D 6938
Pon sL Lucie
FBPECA#4930
521 NW. Enterprise Drive
Pon St. Lucie, FL U986
PWM: M-92435751 Fax M-924-3548
Client:
Project:
Richard K. Davis Construction Corporation
13-0138.00
P.O. Box 186
Richard K. Davis Construction Corporation -
Fort Pierce, FL 34954
Various Projects
Test Results
Test#
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
%
Maximum
Dry Density
pe.
In Place
Moisture
(%
In Place
Dry Density
pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp:
%
Remark
1
919116
P-1
WA
12.0
110.0
8.6
155.5
12
96
95I105
Pass
2
9/9I16
P-1
NIA
12.0
110.0
8.0
107.4
12
98 •
95J 105
Pass
Test Information -
Test #
-
Test Location
Elevation
Reference
Gauge,
Make I Model ISN
Field Technician
1
Below Stab Grade: 4000 Metzger Road, Fort Pierce - Loading Dock, Expansion; North End
(PERMIT NO: 1607-0209
0-1
Troxler T3430 25092
Simpson, Glenn
2
Below Slab Grade: 4000 Metzger Road, Fort Pierce - Loading. Dock Expansion, South End.
PERMIT NO: 1607.0209).
0-1
Troxier T3430 25092
Simpson. Glenn
'.Remarks
Comments.,
Pass: Tests results comply with specifications
Tests are'DirectTransmission' (Method A) unlessProbe depth Is noted as
'Backscaaer'. Gauge oafrbmten data on file with aie testing agency,
SCANNED
BY
St. Luce Counh
* : Donald VA Moler,
SEP - 9 OECD
7
k; �AllA Aw t r
Test Reports shall not be reproduced,: except in full, without the written approval of GFA International Inc.
Digitally signed printedcopiesof this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Pagel of 1
Soil Nuclear Gauge
Client:
Project:
Report Date: 9/9/2016
Richard K. Davis Construction Corporation
13-0138.00
�e�4,eN^"
o•,.
Test Method: ASTM D 6938
P.O. Box 186
Richard K. Davis Construction Corporation -
pun St. Lucie
Fort Pierce, FL 34954
Various Projects
FBPE CA x 4930
521 NW Enter,dse Dnve
Pon St. Lucie, FL U986
Phan.: 772.924.3575 I Fax: 772-924.3580
Test Results
Test#
Retest
of
Test
Date
ProctorlD
Method
Soil
Classlflcation
Optimum
Moisture
4/
Maximum
Dry Density
pcf)
In Place
Moisture
%
In Place
Dry Density
pcf)
Probe
Depth
(In)
Percent
Compaction
MfnlMax
Comp.
%
Remark
1
919116
P-1
N/A
12.0
110.0
8.6
105.8
12
96
951 105
Pass
2
9/9/16
P-1
N/4
12.0
110.0
8.0
107.4
12
98
95/ 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
1
Below Slab Grade: 4000 Metzger Road, Fort Pierce - Loading Dock Expansion, North End
(PERMIT NO: 1607-0209
0. 1
Troxler T3430 25092
Simpson, Glenn
2
Below Slab Grade: 4000 Metzger Road, Fort Pierce - Loading Dock Expansion, South End
(PERMIT NO: 1607-0209
0-1
Troxler T3430 25092
Simpson, Glenn
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 agenty.
%011111 rl llrya0
W MOB 1
• O GE S�' S
0675 e •
* : Donald A Moler, P
2 9�:ProW%yVl &min6
AL
Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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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