HomeMy WebLinkAboutKSM REPORT811 - 009 0 8l l-b19
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KELLER, SCHLEICHER & MacWILLIAM ENGINEE A Cap, C.
MARTIN (772) 337-7755 I? O. BOX 78-1377, SEBASTIAN, FL 32 78- EBAS(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 January 8, 2019 V EFceww KSM JOB # : 190123-1 d/SS/jt
PERMIT # , : 1811-0119 JAN 161015
CONTRACTOR Wynne Development permitting Department
St. Lucie County
JOB LOCATION 24 Lagos Del Norte
Spanish Lakes Country Club Village S
Fort Pierce, Florida ����
ITEM TESTED Compacted Foundation Fill Istt C/@ C
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12" 50+ 112.7 113.7 99.1
2. N.W. If110.4 97.1
3. Center If111.6 98.2
4. N.E. it109.2 96.0
5. S.E. 111.0 97.6
i
Soil Description:
Brown and Gray Sand 115.0 ' I I I I I
with Clay W
In Place Moisture: E
8.5 Percent 1 114.0—.f_••—�•—••-�••—•• �••—. —• —•
G
Optimum Moisture: H I 11 JO Perce�ntoT
113.0
Max. Dry Density: P
113.7 P.C.F. C 112.0
@ Test Locations The
Density &`Penetrometer F
Readings :giggjq the I I
ll
Degrqp•b :111.0
npe%Meets
-- .._—
j_.j_.._i._..i.._..i ..—..j—.._.
�• ��a `�� ,,e' R
Y 110.0
3 6m
ctful Su 8 9 10 11 12 13 14
• ed:
Moisture - % of Dry Weight
u \ ♦e
Press�'C •
Fa'x a Lucie County Building Department
E-mail to: Dotty@wynnebc.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
01/11/2019 15:33 7725896<"-' KSM ENGINEERING PAGE 02/02
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KELLER, SCHLEICHER & Mac'4111<ILLIAM ENGINEERING AND TESTING, INC.
MAPMN (772) 337 7755 PO. BOX 78-1377, SEBASTIAN, EL 32978-1377 SERA"AN (772) SM-0712
PALM SFACH (WI) 845-7445 www.ksmenginaeHt�g.net MELBOURNE (321) 768-"88
FAX (561) W-8876 6-Mail: KSMOKSMENt11NFERINGMET ST LUCIE (777) 225-9093
C.AJ 5693 PAX (772) 689-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM O 2922
DATE TESTED January 8, 2019
PtRMIT # 1811-0119
CQNTRACTOR : Wynne Development
JOB LOCATION 24 Lagos Del Norte
Spanish Lakes Country Club Village
Fort Pierce, Florida
KSM JOB # : 190123-1 d/SS/jt
SC
4Cie cot,,
ITI:.M TESTED Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE -READ DENSITY PROCTOR VALUE COMPACTION
1 J S.1lli. 0" - 12" 50+ 112.7 113.7 99.1
2. N.W. or110.,4 " 97.1
3. Center " 111.6 T198.2
!, N.E. n of 109-2 T' 96,0
5.I S.E. " " 111.0 97.6
Soil Description:
Brown and Gray Sand 115.0 I f I I I
with Clay w
In Place Moisture: E I 1 I I I
815 Percent 1 114.0 _.�_.._j......�.._..�.._
Optimum Moisture: H I
I I I I
11.0 Percent T 1 I I I I 1
113.0
Max. Dry Density: P I
j I I I I I
1113.7 P.C.F. I I I Z I
C 112.0 .
@ Test Locations The
Density & Penetrometer F
Readings Indicate the I f I I I
Degr%0CWwl W tion Meets
mi
R I ! 1 1 I I
r`' Y 110,0
I I I I I
.I�Bsr;
• ~ 8 9 10 11 12 13 14
' M
• ,,,,.,f Moisture - °% of Dry Weight
•-vcie County Building Department
mail �Vtb '&wvnnebc.com
Ronald C. Keller, P,E.: 37293 / SI Lie. No.: 860 f Julie E. Keller, P.E.: 66866