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(PhINV59 AIL LJ) M
KELLER, SCHLEICHER & MacWILL/IAM ENGIN E*ERING 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'6KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D" 1567 and ASTM D 2922
DATE TESTED June 11, 2018 KSM JOB#: 181899-1 d/MH/jt
PERMIT # 1804-0750
RECEIVED
CONTRACTOR Wynne Development
JOB LOCATION 168 Camino Del / Rio JUN 19 2018
Spanish Lakes '� Permitting Department
Port St. Lucie,Florida St. Lucie county
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 011- 50
104.4 109.1
95.7
2. N.W. I / 50
105.9 11
97.1
3. Center 1: 50
106.0
97.2
4. S. E. 50
105.0
96.2
5. N. E. 50-
104.7
96.0
Soil Description:
Brown Sand
110.0 -
W
In Place Moisture:
E
8.3 Percent
G
109.0
Optimum Moisture:
H
I
12.0 Percent
T
I
I
Max. Dry Density:
109.1 P.C.F.
P
108.0
@ Test Locations The
C
Density & Penetrometer
IF
Readings Indicate the
107.0
Me
Degree,,p0C ""' btiqn ets
MW
Min IN I
D
if 146��a
R
-Pen.-Aeadi e%,to haturall Grade.
y
106.0 .. . ...
9 10 11 12 13
14 15
_pw
Moisture - % of Dry Weight
Pre-
lx�
M* biltucie County Building Department
F i
Email to: dotty@spanishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
0�/12/2018 11:33 7725896469- KSM ENGINEERING PAGE 02/02
OWN
aL L-3 J M L NG, INC.
�77 SE13MMAN (772) 569-0712
KELLER, SCHLEIC.IHER & MaCWILLIAM ENGINEFF31NG AND TESTI
MARTIN (T72) 337-7755 p.O. BOX 78-1377, S,E13ASTIAN, FL 32978-13 M91-BOURNE (321) 768-8488
PALM BEACH (561) 845-7445 www-ksmenginearing.net ST. LUCIE (772) 229-9093
FAX (561) 845-8876 E.Mail; K$M@kSM5NGINEF-AING.NET
FAX (772) 589-6469
C.A.. 5693
SOIL cOMPACTION REPORT
ASTM D 11�57 and ASTM D 2922
KSM JOB 181899-1 d/MH/jt
DATE TESTED June 11, 2018
PERMIT # 1804-0750 - RECEIVED
CONTRACTOR Wynne Development
JOB LOCATION 168 Camino Del Riol JUN
Spanish Lakes I Permitting 0epartment
St. Lbcle countv
Port St. Lucie, Flodda
ITEM TESTED Compacted Found6tion Fill —
I PERCENT
TEST LOCATION *PEN DRY MAX.DRY
DEPTH I FNSITY PROCTOR VALUE COMPACTION
OF SAMPLE READ D
. 1 95.7
50 104.4 .109.1
1. S.W. 0 105.9 97.1
2, N.W. ti .97.2
3. Center It 50 106.0.- 96.2
4. LS. E. 50 105-'0 96.0
5. N, E. 104,7
Soil Description:
Brown $and 110.0
W
in Place Moisture,. E
6.3 Piercent
G 109-0
Optimum Moisture: H-
12.0 Percent T
max. Dry Density: P \4-
108,0
109.1 P.C.F.
@ Test Locations The
Density & Penetrometer F
Readings lndifi4jqsj�p, 107.0
f#& to I - I
Degree,0tqePK#RZ M
Oets I
Ap
Miniq
for n tiff R I
y
pin. i ta.Natiral Grade. 106,0
ft ' 0 1" 9 12 13 14 15
Rej q IT 10 11
1p 00 0 Moisture - % of Dry Weight
JU I' - I& .
side I-j,
Building Department
IV. je un
Email to.: d0tty@spanishIakes.cdrn
Flonald G. Keller,1 P.F-.-- 372931 Sl Lic. No.., 860 t Julie E. Keller, RE.: W66