HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT07/13/2018 09:40 7725896469 KSM ENGINEERING-- PAGE 02/02
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KELLER, SCHLEICHER & MaCWILIAM ENGINEERING ANR ESTING, INC.
MAFrrlN (-n2) 337-7755 PO. BOX 78-11377,� SEBASTIAN, FIL 32978-1377 SE13ASTIAN (772) 589-0712
1 MELBOURNE (321) 768-MS
PALM BEACH (561) 845-7445 www.�smongineering.net
FAX (561) 845-9876 E-Mail; KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A,- 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D IiS7 and ASTM D 2922
DATE TESTED
July 12, 2018
KSM JOB#: 182282-1 d/MH/ct
PERMIT * -
1804-0742
Rece&,,)
CONTRACTOR
Wynne Development
Ak
JOB LOCATION
9 Barcelona Lane
2018
parmitt'.
DePartMent
Spanish Lakes I
St. LIJ79
Ucle Cd,,t,
Part St- Lucie, Florida
ITEM TESTED -
-Compacted Foundation Fill
TEST ' LOCATION
DEPTH *PEN
� DRY MAKDRY PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE COMPACTION
1. S.W.
01P - 1200 55
11,5.6 116.8 99.0
2. N.W.
It 54
114.7 It 98.2
3. Center
of 56
116.7 99-9
4. S. E.
IT 53
115.6 98.9
5. N.E_
54
114.3 97.9
Soil Description:
Brown Clayed. Sand
118,0 1
In Place Moisture:
E
5.0 Percent
7.0
G
Optimum Moisture:
H
11,0 Percent
T
116.0
Max. Dry Density:
P
116.8 P.C,F.
@ Test Locations The
C
Density & Penetrometer
Readings Indicate the
j
Degree of Compaction
Meets
114.0
Minimum Required
I
for St'Rimeftiftwaation.
R
I
94,en
to Natural Grade. y
11 3.0� r -7 .. . ...
4) id.
8 9 10 11 12 13 14
4�1`1'81` 00 FF
, County Building Department
akes.com
Moisture - % of Dry Weight
UIV '%�� - -.
. 'AL 4:0146
4414144414tNonaldG. Keller, RE,: 37293/Sl Lic. No..860 /� Julie E. Keller, PS: 68366
ELLER, SCHLEICHER & MacWIILLIAM 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 ww�.ksinengineering. net MELBOURNE (321) 768-8488
FAX (561) §45-8876 1
E-Mail: KSMI@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 PAY 17791 f;AQ_RArQ
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED :
I
SUIL COMPACTION REPORT
ASTM 6 i5r)7 and'ASTM D 2922
July 12, 2018
1804-0742
Wynne Developme I nt
9 Barcelona Lane
Spanish Lakes 1
Port St. Lucie, Flori'da
ComDacted Foundation Fill
KSM JOB#: 182282-1 d/MH/ct
RECEIVED
JUL 19 7010
Permitting Department
St. Lucie County
TEST LOCATION DEPTH Fbi N
OF SAMPLE READ
I
DRY MAX. DRY PERCENT
DENSITY PROCTOR VALUE COMPACTION
1 . S.W. 011-1211 55'
115.6 116.8
99.0
2. N.W. 54
114.7 is
98.2
3. Center 56
116.7 if
99.9
4. S.E. 53
115.5 of
98.9
5 . N.E. 54
114.3
97.9
Soil Description:
Brown Clayed Sand
118.0 -
W
in Place Moisture: E
5.0 Percent
G
117.0 T
T
Optimum Moisture:
11.0 Percent T
116.0
Max. Dry Density: P
116.8 P.C.F.
@ Test Locations The C
115.0 -------------
Density & Penetrometer F
Readings Indicate the
Degree of Compaction Meets
114.0
Minimum Required D
ndation. R
for StMed figyf'r �y
F tep Ta d
ken to Natural Gra e.
113.o 4_
8 10 11 12
13 14
Moisture - IN, of Dry Weight
ulie E. -r
btc
�?,VL, ie County Building Department
- 4h%ishlakes.com
"till ALIFi<nald G. Keller, RE.: 37293/Sl dic. No.:860 Julie E. Keller, RE.: 68366