HomeMy WebLinkAboutKMS Soil Compaction ReportKELLER, SCHLEICHER & MacWILLIAIVI 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 February 19, 2018
PERMIT # 1711-0352
CONTRACTOR Wynne Development
JOB LOCATION 6 Peru
Spanish Lakes Country Club Village
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # :
180580-1 d/SS/cv
TEST LOCATION *PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE READ
DENSITY
PROCTOR VALUE
COMPACTION
1. N.W. 0" - 12" 36
104.6
109.7
95.4
2. N.E. it40
106.1
96.7
3. Center 45
108.3
98.7
4. S.E. 43
107.8
98.3
5. S.W. 38
105.2
95.9
Soil Description:
Brown Sand with Clay
111.0 i
I I I
I 1
W
1
I I I
I I
In Place Moisture: E
I
I I I
I I
8.3 Percent I
110.0 +-_.�_.._.�._.._�._..�.._..�.._.._
G
I
Optimum Moisture: H
I
12.0 Percent T109.0Max.
nii
Dry Density: P
I
109.7 P.C.F.
1
I I I
I I
C
@ Test Locations The
108.0
Density & Penetrometer F
I I I
I
Readings Indicate the
I I
I I
Degree of Compaction Meets
107.0-
Minirr yto RftpQVpd D
I I I
I I
fgr►��k�d� 4Af1. R
I
I I I
I I
�` . ........,�
keep to Natural Grade. Y
106.0
a T a ed'�
9
10 11 12
13 14 15
8
• �
�r
Moisture - % of Dry Weight
J.�J i
ro
I� i,,Icle County Building Department
ErrSsa4i � I sj anishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic.
No.: 860 /
Julie E. Keller, P.E.: 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
DATE TESTED
PERMIT #
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
February 19, 2018
1711-0352
CONTRACTOR Wynne Development
JOB LOCATION 6 Peru
Spanish Lakes Country Club Village
Fort Pierce, Florida
KSM JOB # : 180580-1 d/SS/cv
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W.
2. N.E.
3- Center
4. S.E.
5. S.W.
Soil Description:
Brown Sand with Clay
In Place Moisture:
8.3 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
109.7 P.C.F.
0" - 12" 36
104.6 109.7
95.4
it 40
106.1
96.7
If
45
108.3 "
:98.7
if" ' 43
107:8
'98.3
If
38
105.2 If
95.9
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
for Minimum
tRAgV)fed
,'L•��,,
*_'A - icek to Natural Grade
111.0
W I I I I I I
E I I I I I I
I 110.0 +..—.�—..—.�.—..—�.—.._1..—.., ..—.._
G I I I I I
H i
T I I I I I
109.0t..—
P I I I I I
• I I I I I I
C 108.0
I I I I I
F i
I I I I
107.0 L..—•I—••—•I•—•--I.-----A-.---4-.--•-
D I I I I I I
R I I I I I I
Y 106.0—..—.{—..— ;.—..—I.—..-4..—..4..—.-,
9 10 11 12 13 14 15
AA t V :%,6-
„RAP• Oe County Building Department
Em�j1 8\ �rilshlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860
Moisture - % of Dry Weight
/ Julie E. Keller, P.E.: 68366
02/20/2018 15:23 7725896469 KSM ENGINEERING PAGE 01/01
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IV&
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.ksmer)gineLring.net MELBOURNE (321) 768-8488
FAX (561) 845-8076 E-Mail: KSM(aK5MENGINEERING.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 February 19, 2018
PERMIT # 1711-0352
CONTRACTOR Wynne Development
JOB LOCATION 6 Peru
Spanish Lakes Country Club Village
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 180580-1 d/SSIcv
RECEIVED
FEB 2 0 2018
ST. Lucie County, Permitting
TEST LOCATION
" PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.W.
0" - 12" 36
104.6
109.7
95.4
2.
N.E.
it 40
106.1
It96.7
3.
Center
it45
108.3
981
4.
S.E.
" . 43
107.8
"
98.3
5.
S.W.
If 38
105.2
95.9
Soil Description:
Brown Sand with Clay
W
In Place Moisture: E
8.3 Percent 1
G
Optimum Moisture: H
12.0 Percent T
Max. Dry Density: p
109.7 P.C.F.
C
@ Test Locations The
Density & Penetrometer F
Readings Indicate the
-Degree of Compaction Meets
Minimur�n��R�q�ed a
R
for
$F . •I fo Natural Grade. Y
,ate
111.0 1 1 1 1 1 1
1 ! ! I I I
I I I i I
110.0 -F-•--.�_.._.j.—.._E._..� _...� ..�
I j I I I
j j i i i i
109-0
I 1 I I
1 I I I I I
108.0
I I I I I
I I I i I
107.0'L..—.i ..._.j._ —1•— —I — -I..._...
I t I I I I
106.0 •�- • — 1—.._ .^__��._... �..�... .._..�
g 10 11 12 13 14 15
Moisture - % of Dry Weight
ti' eIt V
r
.•ie County Building Department
Em i r'4i hiakes.com
f �l III l� 10 Ronald G. Keller, P.E.: 372931 SI•Lic, No.: 860 1 Julie E. Keller. P.E._ 68266