HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTI
SCANNED Tr C! IL 9
BY L-,3 .&VL
KAtLLP10'ioRyLEICHER & 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 March 27, 2018 KSM JOB # : 181045-1 d/MH/cv
PERMIT # 1712-0721
CONTRACTOR Wynne Development RECEIVED
JOB LOCATION 2 Kachina Lane APR 0 4 2010
Spanish Lakes 1 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. N.E. 0" - 12" 50 105.0 110.0 95.5
2. S.E. 50 104.8 95.3
3. Center 50 108.0 98.2
4. N.W. 50 104.5 95.0
5. S.W. 50 106.2 96.5
Soil Description:
Brown Sand with 111.0 I I I I 1
Traces of Clay W I I I I I I
In Place Moisture: E I I I I I I
7.5 Percent
I I I I I I
—..�..—..�...
Optimum Moisture: H 110.0 �— — I I I I
11.0 Percent T I I I I I I
I I I I I
Max. Dry Density: I
110.0 P.C.F. p 109.0 —.�—.. �.—..—�.—..,. —.. ..—.._
• I I I I I
@ Test Locations The I I I I I
Density & Penetrometer F I I I I
Readings Indicate the 108.0
Degree of Compaction Meets I I I I I
Min'r 4in, ��c�uired D I I I I I
fb?' e €ef ation. R I I I I I I
'ken to Natural Grade. y107.0 ,l-- — I—••—•I--—1•—••-4••—••4•• -,
'e ectful + d: 8 9 10 11 12 13 14
w i
U NO. _ Moisture - % of Dry Weight
,Jul' P.
� 9 e ent ��
`ucie County Building Department
1� II I�(��panishiakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
03/29/2018 08:19 7725996469 KSM ENGIN G-_ PAGE 05/05
J 01► Af
KELLER, SCHLEICHER & MaCWIL.L.IAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7765 PO, BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineerinq.net MELBOURNE (321) 768-MS
FAX (56845-8876 E-MaiI_ KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589.6469
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1587 and ASTM D 2922
March 27, 2018
1712-0721
Wynne Development
2 Kachina Lane
Spanish Lakes 'I
Port St. Lucie, Florida
ITEM TESTED • Compacted Foundation Fill
KSM JOB # : 181045-1d/MH/cv
RECEIVED
MAR 3 0 2010
Permitting Department
St. Lucie County
TEST LOCATION
DEPTH * PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.E.
0" - 12" 50
105.0
110.0
95.5
2.
S.E.
50
104.8
it95.3
3.
Center
50
108.0
98.2
4,
N.W.
50
104.5
95.0
5.
S.W.
" 50
106.2
96.5
Soil Description:
Brown Sand with
Traces of Clay
In Place Moisture:
7.5 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
110.0 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Min- rtt�ulred .
sltion.
` $ken to Natural Grade
• d:
No.
111.a �
w I
E I
G 110.0
H I
T
I
P 109.0
C i
F ,
108.0
D I I I I I l
R I ( I I I I
8 9 10 11 12 13 14
Moisture - % of Dry weight
;Jul- E, �'-
e ' ent
,R% ucie County Building Department
�r ! panishlakes.com
Rnneld G. Keller, P.E.: ',37293 / SI Lir.. No.: 86o / Julie E. Keller, P.E.; 68366
\�' - - -, \/O_� — �3
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 March 27, 2018 KSM JOB # : 181045-1 d/MH/cv
PERMIT # 1712-0721
CONTRACTOR Wynne Development
JOB LOCATION 2 Kachina Lane
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. N.E. 0" - 12" 50 105.0 110.0 95.5
2. S.E. go50 104.8 1195.3
3. Center If50 108.0 it98.2
4. N.W. If50 104.5 95.0
5. S.W. 50 106.2 96.5
Soil Description:
Brown Sand with 111.0 I I I I 1
Traces of Clay W I I I I I I
In Place Moisture: E I I I I I I
7.5 Percent I I I I I I I
Optimum Moisture: FGi 110.0
11.0 Percent T I I I I I I
I I I I I
Max. Dry Density: p I I I I I
110.0 P.C.F.
@ Test Locations The I I I I I
Density & Penetrometer F I I I I
Readings Indicate the 108.0 — �——•I._.._l._..J.._.. _.._
Degree mpaction Meets I I I I I
��� � r�� D
���� .• •• • •�{�� R I I I I I I
ki;� to Natural Grade. Y 107.0
•&tf �. 8 9 10 11 12 13 14
r' — -- Moisture - % of Dry Weight
ems. •.....••'' ������
F' �ailt`�Lucie County Building Department
Emafftd1 d®spanishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366