HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTI
SCANNED
Ir 1 f BY
" "NAVAL �t��l� Countyy
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AALVV9TING, 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
DATE TESTED
PERMIT #
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
March 27, 2018
1712-0731
KSM JOB # : 181063-1 d/MH/cv
CONTRACTOR Wynne Development RECEIVED
JOB LOCATION 55 Golf Drive APR 0 4 7010
Spanish Lakes 1
Port St. Lucie, Florida Permitting Deounty n
St. Lucie Count
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
106.0
109.0
97.2
2. N.W. if50
104.6
96.0
3. Center It50
106.9
98.1
4. S.E. 50
105.5
96.8
5. N.E. 50
106.0
97.2
Soil Description:
Brown Sand with Clay
110.0
I I I I
1
and Shell Fragments
W
I
I I I I
I
In Place Moisture:
E
I
I I I I
I
6.2 Percent
►
I
I_ I_ I I
I
G
109.0
_ —..�.._..�.._.._
I
Optimum Moisture:
H
I I
I
12.0 Percent
T
I
I
I I I I
I
Max. Dry Density:
p
I
I I
I
109.0 P.C.F..
I I I I
I
Test Locations The
Density & Penetrometer
F
I I I
Readings Indicate the
107.0
Degre6ofjQ91n,paction Meets
I I I I
I
Mile d��,
D
I I I I
I
.Rr
�
R
I
I I I I
I
* Xrnjeading�7•akel*o Natural Grade.
Y
106.0
r'
Z R -fob —�I •�_
9
10 11 12 13
14 15
Moisture - % of Dry Weight
F •Q.
F60®Jg1#r%Lucie County Building Department
Email toy.'6Ut1 spanishlakes.com
Ronald G. Keller, P.E.: 37293 / SI
Lic. No.: 860 /
Julie E. Keller, P.E.: 68366
03/29/2018 08:19 7725#9 K5M ENGINEERI& PAGE 02/05
IV C!IL r
JMMIJAVL
KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN ACC 561)1855 P0. BOX 78-1377, SEBASTIAN, FL 32978-1377 SE13ASTIAN (772) 589-0712
FA ( (BEACH (876 845-744$ uvww.kamengineering.net MELSOURNE (321) 768-8488
FAX (569 84�-8876 F'-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693
FAX (772) 589-6469
SOUL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
March 27, 2018
PERMIT *
1712-0731
CONTRACTOR
Wynne Development
JOB LOCATION
55 Golf Drive
Spanish Lakes 1
Port St. Lucie, Florida
KSM JOB ## - 181063-1d/MH/cv
RECEIVED
'NAR 2 9 7018
Permitting Department
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.
011-1211 50
106.0
109.0
97.2
2.
N.W.
11 50
104.6
1'
96.0
3.
Center
50
106.9
98.1
4•
S.E.
50
105.5
96.8
5.
N.E.
50
105.0
97.2
Soil Description:
Brown Sand with Clay
and Shell Fragments
In Place Moisture:
5.2 Percent
Optimum Moisture:
12.0 Percent
Max, Dry Density;
109.0 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
De9r?i94 potion Meets
ti 1 G11.71\
R
1
F((
Small try
kerdo Natural Grade,
110.0 I ! I 1 I
W + I ! I I I
E
H I I
T
+ I I I
C
F 1 1 1
107.0 — J...._.i.— —I �..J.,_...�..,.....
I I I I I I
p
R + I ( I I 1
9 10 11 12 13 14 1s
K-50'
Rl�
II.tt�i.ucie County Building Department
btt�y%panishlakes, cam
Moisture - % of pry, Weight
Ronald G. K:IIr:r, P.E.: 37293 / SI Li(,, RIB„ 860 / Jlrlie E. KelTPr RE,: 68366
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 p0,, 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 March 27, 2018 KSM JOB # : 181063-1 d/MH/cv
PERMIT # 1712-0731
CONTRACTOR Wynne Development
JOB LOCATION 55 Golf Drive
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" 50 106.0 109.0 97.2
2. N.W. 1150 104.6 96.0
3. Center 50 106.9 98.1
4. S.E. 50 105.5 96.8
5. N.E. 50 106.0 97.2
Soil Description:
Brown Sand with Clay 110.0 I I I I 1
and Shell Fragments W I I I I I I
In Place Moisture: E I I I I I I
6.2 Percent
l I I I I I
Optimum Moisture: H 109.0
12.0 Percent T l I I I I I
l I I I
Max. Dry Density: p j
109.0P.C.F.. 108.0—
• I I I I I
@ Test Locations The I I I I I
Density & Penetrometer F I I I
Readings Indicate the 107.0 I._..J.._..1.._..-
Degree of Compaction Meets I I I I I
Minimum Required D I I I I I
for t % I�
dption. R I I I I I
en to Natural Grade. Y 106.0
9 10 11 12 13 14 15
r
:. Moisture - % of Dry Weight
Keller,
�.IAPo�`�Zacie County Building Department
nishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366