HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT 6-11-18Aunoo aion, '�s
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND. TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED June 11, 2018 KSM JOB # : 181900-1d/MH/jt
PERMIT # 1712-0718
CONTRACTOR Wynne Development
JOB LOCATION 2 Camino Del Rio
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *PEN
DRY MAX. DRY PERCENT
OF SAMPLE READ
DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12" 50
105.3 109.1 96.5
2. N.W. If50
104.7 1196.0
3. Center 50
104.9 96.2
4. S.E. 50
104.4 95.7
5. N.E. 50
105:6 96.8
Soil Description:
Brown Sand
110.0 - I I I I I
W
In Place Moisture: E
j I I I I I
I I I I I
8.1 Percent I
I
G
109.0
Optimum Moisture: H
12.0 Percent T
Max. Dry Density: P
j I I I I I
109.1 P.C.F.
108.0 •j—..— I——I._..�.._..�. I_.
—'
C
@ Test Locations The
j I I I I
Density & Penetrometer F
Readings Ir�iq,he
Degrqptlo� ftQiiP1tVeets
wi
107.0 _.j_.._�._..�.._.. �.._..j_ _.
Mirl�� D
. •.
I I I I I
fo��lE°aANoundafton. '; R
I
*Pe..�2eadi �Qker -.to N'tural Grade. Y
106.o I- • — I — _ I _ I _
p Gt - -t e
9 10 11 12 13 14 15
,p
Moisture - % of Dry Weight
Julfsl - `
P Si
�flI t'ucie County Building Department
Email to: dotty@spanishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic.
No.: 860 / Julie E. Keller, P.E.: 68366
06/12/2018 11:33 7725896469___ K5M ENGINEERING PAGE 01/02
A1&-;1j 1F
KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND
TSTINGC
MARTIN (772) 337-7755 FO, BOX 78-1377, SEBASTIAN, FL 32978-1377 BA51iIt,5890712
PALM BEACH (561) 845-7445 wwwksmenginecring.net ME NE (321) -8488
ST. LUCIE (772) 229-9093
FAX (561) 845-8576 E-Mail: KSM@KSMENGINEERING.NET FAX (772) 589-6469
C.A.: 5693
DATE TESTED
PERMIT # :
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1657 and ASTM'D 2922
June 11, 2018
1712-0718
Wynne Development
2 Camino Del Rio
Spanish Lakes 1
Port St. Lucie, Florida
KSM JOB # : 181900-1d/MH/jt .
RECEIVED
JUN 1 21018
ITEM TESTED
Compacted Foundation Fill
Perment-
.
tttincle
St. County
TEST LOCATION
* PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE.
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
S.W.
0" - 12"
50
105.3
109.1
96.5
2.
N.W.
It
50
104.1
96.0
3.
Center
50
104,9
95.7
4.
S.E.
50
104.4
9.
5.
N. E.
50 •
105.6
96.8
Soil Description:
Brown Sand 110.0 1
W
In Place Moisture: E
S.1 Percent I
Optimum Moisture: H
12.0 Percent T
• � ( I I I I
Max. Dry Density: P
1oi3.o
109.1 P.C.F. t- --
�
@ Test Locations The
Density & Penetrometer F
Readingslg"J%joe 107.0
Degr;�r'bl aRftjigiM44eetsMi*
oflaW
for Foundation. +�� R
x erl.�'headillcen-jo N4tural Grade. Y. 106.0.
tl�esp�tq ed.; 9 10 11 12 13 14 15
,� A + t : Molstune - % of Dry Weight
I arlff*tVr'ggVtucie County Building Department
Email to: dotty@spanishlakes.com
Ronald G. Keller, P.E.: 31293 / SI Lic. No.: 860 1 Julie E. KeHer, P.E.: 683ss