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SOIL COMPACTION TEST REPORT
Client: Paradise Swimming Pools & Spas, Inc. Date: 12/04/19
9000 Burma Road - Suite 103
Palm Beach Gardens, FL 33403 Mleport
SCANNED
Attention: Ms. Mindy Vitale BY
St. Lucie Count,
--Project: LaBoy Residence County, No: J-19458.002
Part SaintGreLucie, Circle ( ) g c,,, q VS-030q
Port Saint Lucie, Florida 34986 Permit No.: -D U o V 1
General Location Pool Deck @ Perimeter of Pool
Material Tested Subgrade
Compaction Requirement 95%
Test
No.
Location
Depth
of Test
Maximum
DryDensity
cf
MoistureFDensity
ContentInches
%1
Compactio
Results
North Area
12
105.8
10.0
101%
PASS
2
West Area
12
105.8
8.1
100%
PASS
3
South Area
12
105.8
7.7
105.6
100%
PASS
4
East Area
12
105.8
8.6
106.6
101 %
PASS
Remarks:
Sincerely,
Ques Engineering Service sting, Inc.
WF R J n, P.E.
Quest Engineering Services & Testing, Inc. 2737 NW 19 St., Pompano Beach, FL 33069 Ph (954) 582 9800 Fax (954) 582 9836
RECEIVED
DEC 18 2019
QuES T Consulting Enginee '.' Lurie coun �g
Moisture -Density Relationship Test
Client Paradise Swimming Pools & Spas, Inc. Date 12/7/2019
9000 Burma Road - Suite 103
Palm Beach Gardens, FL 33403
Project LaBoy Residence Report No. J-19458.001
7684 Greenbriar Circle
Port Saint Lucie, Florida (34986)
Sample Description Brown SAND
Sample Location North Area of Swimming Pool - In Situ
Moisture Content Dry Density
N (Pcfl
Max. Dry Density (pcf) 105.8
9.3 103.7 Opt. Moisture (%) 12.2
10.8 104.6
12.2 105.8
13.3 105.1
Proctor Test
Method
Technician
Remarks
Modified
D 1557
WF
106.0
105.5
c
N
a 1os.o
.y
iu
104.5
i"
O
104.0
103.5
Moisture -Density Relationship
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0
Moisture Content (%)
Sincerely,
ring Services & Testing, Inc.
12/
P. E.
9836