DS-18-168CLIENT:
PROJECT:
CONTRACTOR:
PROJECT LOCATION:
WINGERTER LABORATORIES, INC.
Engineering Testing inspection Services
1820 NE 144th Street, North Miami, FL 33181 - TELEPHONE: 305-944-3401 FACSIMILE: 305-949-8698
FIELD DENSITY TEST
So Fla Landscape, Inc.
John Bowe Residence
10666 NE 10th Ct., Miami Shores, FL
REPORT NO: 1
ORDER NO.: 18-1052
TEST DATE: 2/8/2018
TIME IN: 12:15 PM
INSPECTOR: Dave E Walker
PAGE NO.: 1 of 1
P.O. #:
PERMIT #:
TIME OUT: 01:00 PM
DENSITY TEST•
PROCTOR
INFORMATION
Lab Field Fill
No. Test # Lift
235
236
237
1
2
3
F
F
F
Field Test Location:
Driveway.
5ft Southeast residence
8ft West of driveway edge
6ft East of residence entrance
Retest
of
Lab No
Moisture
(%)
7.1
6.9
7.3
Dry
Density
(PCF)
126.3
127.0
126.0
Probe
Depth
am)
6
6
6
Proctor
Lab No.
Optimum
Moisture
(%)
Max. Dry
Density
(PCF)
SUMMARY OF
RESULTS,
Percent
Field
Compaction
98.6
99.2
98.4
Percent
Compaction
Requirement
95.0
95.0
95.0
Test
Statw
PASSEL
PASSEL
PASSEL
Remarks: Proctor information provided by client. WINGERTER LABORATORIES, INC. offers no warrantee expressed or implied that material tested is representative of the
proctor sample Optimum Moisture - 8.0% and Max. Dry Density=128.0(PCF).
Field density test was performed in accordance with ASTM D 2922.
This report is submitted es the confidential propaty of the client.
The original of this report was signed and sealed by the hacm referenced Registered
Engineer in accordance with Rule 61015 - 18.011 of Florida Admini trative Code.
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• Respertatlly submitted,
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d J. Flood, 114 P.E.
sWsiNA; 01orida License No. 44847