HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT07/13/ 018 09:40 7725896469 KSM ENGINEERING PAGE 01/02
BY
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KEL ER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MART (772) 337-7755 I? O_ BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM EACH (561) 845-7445 www_ksmen'9ineering.net MELBOURNE (321) 768-8488
FAX (5 1) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 93 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
GATE
P
C
J
I
TESTED July 12, 2018 KSM JOB # : 182293-1d/SS/ct
IWIT # 1804-0754
NTRACTOR Wynne Development RECEIVED
B LOCATION 79 Flores Del Norte
Spanish Lakes Country Club JUL 16 �OtA
Fort Pierce, Florida permitting Department
St. Lucie county
EM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN
DRY MAX. DRY
PERCENT
OF SAMPLE READ
DENSITY PROCTOR VALUE
COMPACTION
1I N.E. 0" - 12" 50+
109.2 111.7
97.8
"
N.W. 19
110.3 it98.7
Center " It
106.4 195.3
It
S.E. It
110.1 It98.6
S.W. " It
111.1
99.5
oil Description:
an Sand with
113.0 I I I
I !
races of Clay w
I, Place Moisture:
02 Percent I
I I I
112.0 .._.�._.._�._... �.._..
�.. _ ��-
7 G
ptimum Moisture: H
1.0 Percent T
ax. Dry Density: P
I
11.7 P.C.F.
Test Locations The C
110.0I I I I I I
ensity & Penetrometer F
eadings Indicate the
egree of Compaction Meets
109.0
inimum Required D
I
rpteR-L ' Lfl4d tion. R
I I I I
I I
n to Natural Grade. Y
108.0 �- — — —� — •--•—' •—,
8 9 10 11
12 13 14
•
Moisture - % of Dry Weight
rf� 0019, A ie County Building Department
1�►
�'•.
`�%�lilshlakes.com
'r■"�"Ai��y,Ronald G. Keller, P.E,' 27293 / Si Lie. No.: 860 / Julio E. Keller, P.E.: 68366
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KELL R, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN 772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM B ACH (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.: 56 FAX (772) 589-6469
DA E TESTED
PE MIT #
LOCATION :
ITEM TESTED
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
July 12, 2018
1804-0754
Wynne Development
79 Flores Del Norte
Spanish Lakes Country Club
Fort Pierce, Florida
Compacted Foundation Fill
KSM JOB # : 182293-1 d/SS/ct
RECEIVED
JUL 19 7010
Permitting Department
St. Lucie County
ST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
'' . E. 0" - 1 2" 50+
2.
W. if If
3.
enter " "
4.
E. 11 of
5.S.W.
�� ��
Soi
Description:
Tar
Sand with
Tra
es of Clay W
In Place
Moisture: E
10.2
Percent I
GH
Op
mum Moisture:
11.
Percent T
Max..
Dry Density: p
111.7
P.C.F.
C
est Locations The
De
sity & Penetrometer .. F
Re
dings Indicate the
iree
De
of Compaction Meets
Mir�Iimum
Required D
fortaked
Foundation. R
61n,4*1'Xn 9J1Faken to Natural Grade. Y
109.2 111.7
97.8
110.3 If98.7
106.4 9195.3
110.1 If98.6
111.1
99.5
113.0 I I I I
j I I I I
I
j I I I I
112.0 — .—.j—..—�.—..�..—..�..—..j—..—.
j
I
111.0110.0
nil
109.0—..—.j—..—j.—..i..—.. i ..—..j—..—.
j I I I I
I
I I I I
108.0
I
8 9 10 11 12
13 14
Moisture - % of Dry Weight
idenWtBFSt.. ¢igFCounty Building Department
'�Vo YONAXA `P�WA& G. Keller, RE.: 37293 / SI Lic. No.: 860 / Julie E. Keller, RE.: 68366