HomeMy WebLinkAboutMOISTURE-DENSITY RELATIONSHIP TESTF
EIVED�m' l Bog - 05'J53
SCANNED
w MAY 141010 By
QuESTPeffnitting'Department ���al�� Consulting Engineering Testing
St. Ugly Cduflry
Moisture -Density Relationship Test
Client Rubin Custom Homes, LLC Date 5/8/2018
4253 SW Meadows Highway.
Palm City, FL 34990
Project Planned Fraser Addition . Report No. J-18117.002
1526 NW Buttonbush Circle
Port St. Lucie, Florida
Sample Description Gray SAND
Sample Location SE Area of Project Site - In Situ
Moisture Content Dry Density
N
(pcf)
8.9
103.4
10.2
104.0
13.3
102.9
Proctor Test
Modified
Method
D 1557
Technician
JG
Remarks
Max. Dry Density (pcf) 104.0
Opt. Moisture (%) 10.2
104.2
104.0
103.8
I
103.6
�N
C
p 103.4
z
0
103.2
103.0 F `'•'
102.8 -i
0.0
Moisture -Density Relationship
2.0 4.0 6.0 8.0 10.0
Moisture Content (%)
12.0 14.0
Sincerely,
Quest Engineering Services Testing, Inc.
Re Javi n. P.E.
Quest Engineering Services & Testing, Inc. Jupiter Ph(561)747 8886 Pompano Beach Ph(954)582 9800 Fax(954)582 9836
Y
` QuEST Consulting Engineering ineering Testing
SOIL COMPACTION TEST REPORT
Client: Rubin Custom Homes, LLC
4253 SW Meadows Highway
Palm City, FL 34990
AttentionL Mr. Steve Rubin
Project: Planned Fraser Additions
1526 NW Buttonbush Circle
Port St. Lucie, Florida
General Location
Material Tested
Compaction Requirement
Date: 05/07/18
Report No: J-18117.003
Garage Addition - Right Side Addition
Slab Subgrade
95%
Test
No.
Location
Depth
of Test
Inches
Maximum
Dry Density
cf
Moisture
Content
%
Field
Dry Density
cf
Compaction
Results
Garage Addition:
1
SE Area
12
104.0
14.1
99.1
95%
PASS
2
Center - North Side
12
104.0
11.1
98.7
95%
PASS
Right Side Addition:
3
SW Area
.12
104.0
15.1
99.4
96%
PASS
4
SE Area
12
104.0
11.4
102.0
98%
PASS
5
NE Area
12
104.0
16.5
98.9
95%
PASS
Remarks:
Sincerely,
Quest Engineering Servi / s & Testing, Inc.
JG Re Ja an, P.E.
Quest Engineering Services & Testing, Inc. 2737 NW 19 St., Pompano Beach, FL 33069 Ph (954) 582 9800 Fax (954) 582 9836