HomeMy WebLinkAboutKSM REPORTSPIP - 06061
TIP Olk S FILE E CEO PY
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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
January 16, 2019
PERMIT#
1811-0506
CONTRACTOR
Wynne Development
JOB LOCATION
10 Cordillera
Spanish Lakes Country -Club Village
Fort Pierce. Florida
ITEM TESTED Compacted Foundation Fill
SCANNED
By
KSM JOB # : 1902S,24-1d/�Sge06ty
1p
✓9 ��F
CP
jTESTLOCATION DEPTH
OF SAMPLE
PEN
READ
DRY MAX. DRY PERCENT
DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12"
42
106.2 110.8
95.8
2. N.W.
47
108.3
97.7
3. Center
47
108.7
98.1
4. N. E.
42
105.9
95.6
5. S.E.
45
107.4
96.9
Soil Description:
Brown and Tan Sand
112.0 I I I I
1
with Traces of Clay
W
In.Place Moisture:
E
6.2 Percent
I
I I I I
111.0 • • — •'
I
Optimum Moisture:
H
I
12.0 Percent.
T
110.0
..
Max. Dry Density:
P
11I0.8 P.C.F
C
109.0
Test Locations The
Density & Penetrometer
F
Readings Indicate the
1111
of Compaction Meets
—•.•.___..I— _I —__
108.0
I I I I
I
Mpimum Required
R
I
for Wk! Ill'bypPation.
I I I I
I
y
107.0 �••—•
{
9 10 11 12 13
14 15
N)
Moisture - % of Dry Weight
- u r e .I,*
y sgtp,ATE OF
% ic• Cie County Building Department
nnebc.com
//��r N 1111%\NRonq' W G. Keller, P.E.:
37293 / SI Lic. No.: 860 . / Julie E. Keller, P.E.: 68366
01/18/2019 11:20 7725896469 KSM ENGINEERING
/f PAGE 02/02
V `� r�
'RJR C 1Li
AVA
KELLER, SCHLEICHER $ MacWILLLiA`M ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755
PALM 13EACH (581) 848-7445 ' 'BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
FAX (561) 845-8876 www.ksmengineering.net MSEBCURNE (321) 589-0712
C.A.: 5693 E-Mail: KSM®KSMENGINEERING.NET
ST. LUCIE (772) 229-g0g3
FAX (772) 589.6469
SOIL COMPACTION REPORT
ASTIR D 1557 and ASTM D 2922
DATE TESTED
PERMIT 0
CONTRACTOR
January 16, 2019
1811-0506
Wynne Development
JOB LOCATION 10 Cordillera
Spanish Lakes Country Club Ullage
Fort Pierce, Florida
TEST LOCATION
OF SAMPLE DEPTH
1. S.W.
2, N.W.
3. Center
4. N.E,
5. S.E.
Soil Description;
Brown and Tan Sand
with Traces of Clay
I In Place Moisture:
�6.2 Percent
Optimum Moisture:
(12.0 Percent
Max. Dry Density:
110.8 P.C.F.
Z Test Locations The
5ensity & Penetrometer
teadings Indicate the
)egreA pf,Compaction Meets
t
PEN DRY
READ DENSITY
- I c 42
47
47
42
45
W
E
I
G
H
T
P
C
F
D
R
Y
KSM JOB #
MAX. DRY
PROCTOR VALUE
190224-1 djSS/cv
CP
.s
PERCENT
COMPACTION
"'u z 110.8
108.3
95.8
108.7
97.7
105.9
98.1
107.4
95.6
96.9
Moisture - % of Dry Weight
Lucie County Building Department
Ronald G. Keller, PE,: 37293 / SI U0. No.; 860 / Julie E. Keller, P.E,: 5836e