HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTrrrlk 9
JL
%IJ.Lva
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
SCANNED SOIL COMPACTION REPORT
13Y ASTM D 1557 and ASTM D 2922
St Lucie County
DATE TESTED March 15, 2018 KSM JOB # :
PERMIT # 1712-0733
CONTRACTOR Wynne Development
JOB LOCATION 11 Golf Drive
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
180928-1d/MH/cv
R'scervFo
QfC. 0 5 �
018
Perrnitt.
St' �ucf° cbUrry enr
TEST LOCATION DEPTH *PEN
DRY MAX. DRY
PERCENT
OF SAMPLE READ
DENSITY PROCTOR VALUE
COMPACTION
1. N.W. 0" - 12" 51
111.6 114.3
97.6
2. N.E. 50
109.9
96.2
3. Center 50
110.3
96.5
4. S.W. 50
109.6
95.9
5. S. E. 51
111.0
97.1
Soil Description:
Brown Clayed Sand
115.0 I I I
I 1
W
I I I I
I I
In Place Moisture: E
I I I
I I
7.8 Percent I
I I I I
I I
G
114.0 _.._.._.._ ._,._ .
I I
�.._..�.._.._
I I
Optimum Moisture: H
I
11.0 Percent T
I I I I
I I
I
I I
Max. Dry Density: P
I
I I I I
I I
114.3 P.C.F.
113.0-_.._.i_.. i._.._i._..i..
i .._.._
C
I I
I
@ Test Locations The
I I
I
Density & Penetrometer F
I I I
I
Readings Indicate the
112.0 i — .——.I._.._l._..J.._..1.._...
Degree of Compaction Meets
I I I
I I
M��►jla�l,4#�I �44 D
I I I I
I I
fin. R
I I I I
I I
n to Natural Grade. Y
111.0
�Ta
F�e ectfuliy bl itt
8 9 10 11
12 13 14
Moisture - % of Dry Weight
P.
&N ucie County Building Department
@ipanishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
KELLER, SCHLEICHER & M.acWILLIAM 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 15, 2018 KSM JOB # : 180928-1 d/MH/cv
PERMIT # 1712-0733
CONTRACTOR Wynne Development RECEIVED
JOB LOCATION 11 Golf Drive MAR 2 9 7018
Spanish Lakes 1 Permitting Departmen
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.W. 0" - 12" 51 111.6 114.3 97.6
2. N. E. 50 109.9 of96.2
3. Center 50 110.3 96.5
4. S.W. " - 5.0 109.6 95.9
5. S. E. 51 111.0 97.1
Soil Description:
Brown Clayed Sand 115.0 I I I I 1
W I I I I I I
In Place Moisture: E I
7.8 Percent
GI 114.0
Optimum Moisture: H
11.0 Percent T
Max. Dry Density: P
114.3 P.C.F. C
@ Test Locations The
Density & Penetrometer F
Readings Indicate the 112.0 _..—•—••--
....__....__ Degree of Compaction Meets I I I I I
Minimum Required . D I I I I I
fR(%$ aW40jVp` ndation. R I ' — —I I I
,Taken to Natural Grade. 111.0 �- — I— — I — -I
���� � � ,, •, _� t@d 8 9 10 11 12 13 14
No. Moisture - % of Dry Weight
for
and il. t�Lucie County Building Department
'�,� • •• spanishlakes.com
oNAI%%%\ Ronald G. Keller, RE.: 37293 / SI Lic. No.: 860 /%':i Julie E. Keller, RE.: 68366
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 15, 2018
KSM
JOB # : 180928-1 d/MH/cv
PERMIT# 1712-0733
Wynne Development
RE�� VED
CONTRACTOR
JOB LOCATION 11 Golf Drive
MAR 21 2018
Spanish Lakes 1
Port St. Lucie, Florida
Permitting Department
ITEM TESTED Compacted Foundation
Fill
St. Lucie County, FL
TEST LOCATION DEPTH *PEN
DRY
MAX. DRY PERCENT
OF SAMPLE READ
DENSITY
PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 51
111.6
114.3 97.6
2. N.E. 1150
109.9
1196.2
3. Center it50
110.3
96.5
4. S.W. 50
109.6
95.9
5. S. E. 51
111.0
97.1
Soil Description:
Brown Clayed Sand
115.0
I I I I 1
W
I
I I I I I
In Place Moisture: E
I
I I I I
7.8 Percent ►
I
I I I I I
114.0
Optimum Moisture: H
11.0 Percent T
I
I
I I I I
Max. Dry Density: P
I I I I
114.3 P.C.F.
113.0
C
@ Test Locations The
l
I I I I I
Density & Penetrometer F
I I I I
Readings Indicate the
112.0
— .-—•l._.._l._..J.._..1.._...
Degree of Compaction Meets
I I I I I
Minkr"4q n?quired D
I
I I I I I
k�r���ifxy�ation. R
I I I I I
.
en to Natural Grade. Y
111.0 �—
— I— — I — —I — — -l• — ,
tful - mid
8
9 10 11 12 13 14
ND3
Moisture - % of Dry Weight
w .Jul y
Lucie County Building Department
I/jONNut panishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic.
No.: 860 /
Julie E. Keller, P.E.: 68366