HomeMy WebLinkAboutSOIL GAUGE"�RNfll1e1P
pal St. Ludo
FBPE CA 04930
607 NW commood, cove
Pon St, Led.. FL 34086
Phone:772-924-35751 Fax: 772.924.3580,
Soil Nuclear. Gauge
Report Date: 11/20/2017
Test Method: ASTM D 6938
Client:
Hooks:Construction
2211 South Kanner Highway
Stuart; FL 34994
Project:.
17-5273.00
Coastal Orthopedics & Sports Medical Center
Northeast corner of US Highway One and Dyer
Road
Port St. Lucie, FL
' . ,Test Results
'Test#
•Retest
Of
Test
Date...
ProctoelD
Method_
Soil
Classification
Optimum.
Moisture
(%).
Maximum
Dry Density
•(poll).
In Place.
Moisture
(%),,.
In Place.
Dry Density
(pcf).,
Probe .
Depth
(In)..
Percen!
Compaction
Min/Max
Comp.
(%).
,
Remark.
5
1113l17
P-1
N/A
10.6
116.2
7.9
115.2
12
99
951105
Pass
.6,
.11/3117
P-1
NIA
10.6
•116.2 .:
8.6
...:115.2
... 12
:. 99
951105
Pass.
.7
1113117
P-1
_
N/A
10.6
116.2
8.7
114.6.
'_ . 12
. 99 ,�
', 951105
Pass
•
-'
Test Information'
.Test #
Test Location
Elevation
Reference
Gauge
..Make I Model / SN I Callbrated
Field Techrilcian,
5
Below Slab Grade: Building Addition- Southeast Corner
0-1
Troxler/ T3430 / 363041
Baker, Jeff ,
- 6
Below Slab Grade: Building Addition- Northwest Corner
0c
Troxler/ T3430 136304 1
Baker, Jeff
7
Below Slab Grade: Building Addition- Center
.'�
0-11 .
Troxler/ T34301 36304 1
Baker, Jeff
-Remarks , .. ; ;..
-
� I 'Comments'
Pass: Tests results comply with specilicallons
Tests are'Direct Transmission' (Method A) unless probe depth Is noted as
'Backsceller'. Gauge calibration data on file with the testing agency.
�8 S
n�tiniN�c
Test Reports shall not be reproduced; except in full, without the written approval of GFA International Inc.
*: No 821363 •�(j'
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13 • STAT :¢�
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Digitallysigned printed copies of this documentare not consldered signed and sealed.and the signature must be verified onany electronic copies.
NOV 2 7 2017
PER?fil171idG
St. Lucie County, FL
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