HomeMy WebLinkAboutSOIL COMPACTION TEST REPORT 7-2-18QUEST
Client: Rubin Custom Homes, LLC
4253 SW Meadows Highway
Palm City, FL 34990
Attention: Mr. Steve Rubin
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Cotnsult►ng
Engineering Testing
SOIL COMPACTION TEST REPORT
RECEIVED
JUL 02 2018
L C t P rnitti`
Date: 06/18/18
Project: McCoy Residence ST: ueie oun y, er ng Report No: J-18021.009
12774 Mariner Court
Palm City, Florida
General Location Building Pad
Material Tested 'Slab Subgrade - Final Lift
Compaction Requirement 95%
Test
No.
Location
Depth
of Test
Inches
Maximum
DryDensity
cf
Moisture
Content
%
Field
DryDensity
cf
Compaction
Results
1
SW Area
12
103.2
11.1
104.4
101 %
PASS
2
SE Area
12
103.2
12.4
105.2
102%
PASS
3
Center Area
12
103.2
11.3
104.8
102%
PASS
4
NE Area
12
103.2
17.1
101.3
98%
PASS
5
5
NW Area
NW Area
IRV
ff
,
106.6
103%
PASS
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BY:
Remarks:
Sincerely,
Ques Engineering Servic & Testing, Inc.
JG Re J id , P.E6���/
Quest Engineering Services & Testing, Inc. 2737 NW 19 St., Pompano Beach, FL 33069 Ph (954) 582 9800 Fax (954) 582 9836
QUEST
Client: Rubin Custom Homes, LLC
4253 SW Meadows Highway
Palm City, FL 34990
Attention: Mr. Steve Rubin
Project: McCoy Residence
12774 Mariner Court
Palm City, Florida
Consulting Engineering Testing
SOIL COMPACTION TEST REPORT
Date: 05/23/18
RECEIVE[
JUL 0 2 2018
�T i ldO County, Permittin
. .._ . ____ $ portNo: J-18021.008
General Location Building Pad
Material Tested Slab Subgrade - 4th Lift (RETESTS From 5/17/18)
Compaction Requirement 95%
Test
No.
Location
Depth
of Test
Inches
Maximum
Dry Density
cf
Moisture
Content
%
Field
Dry Density
cf
Compaction
Results
1
SW Area
12
103.2
15.6
98.9
96%
PASS
2
SE Area
12
103.2
16.1
100.2
97%
PASS
3
Center Area
12
103.2
16.0
98.7
96%
PASS
4
NE Area
12
103.2
17.0
99.3
96%
PASS
Remarks:
WF
Sincerely,
Quest Engineering Services & Testing, Inc.
" s��6ji8
R Ja i an, P.E.
Quest Engineering Services & Testing, Inc. 2737 NW 19 St., Pompano Beach, FL 33069 Ph (954) 582 9800 Fax (954) 582 9836