HomeMy WebLinkAboutCompaction test signed� W � � �
Head uarters Mailing
11345 U.S. Highm 1 W%recal NGINEERIN •PO BcP78-13777-
Sebastian, FL. 32958j j N D TE Sebastian, FL. 32978
• Orlandd• •Phone: 772-589-0712723 Progre Way L COMPACTION REPORT • C.A.# 5693
Sanford, FLI327710 ASTM D 1557 and ASTM D 6938 KSMengineering.net
• • E iv
STED:• JT27, 2020 KS1 JOB J: 20343 M /
%PERMIT #: 2003-0669 NUC # 630
-
%CONTRACTOR: Wynne Develo ment Nuc Model: MC-IDR-P
*JOB LOCATION: 58 Silver Oak Drive Nuc Serial #: 30630
0000 Spanish Lakes 1000
Port St Lucie, Flori a
ITEM TESTED: CompIrted Foundation Fill
• STEST LOCATION • PEN 0 DRY 4M *MAX. DRY 0 — PERCENT -
40 OOF SAMPLE READ 0 DENSITY PROCTOR VALUE (P.C.F) 40 COMPACTION 40
• 1. N.E. 0 —0" - 12"— 50 112.6�
02. S.E.
3. Cent "
ii
04. N.W. 011
0 5. S.W. 10.
;NSoil Description: _
• Brown Sand with traces -
of Shell and Clay*agments
In Place Moisture:
10.14 • • •
Proctor Optimum Moisture:
11.0—
• ®r ol R or A. Pry Densiy4 J.C.F.
114.80
@ Test Locations the Density &6
Penetrometer readings indicate the
Degree of Compaction Meets* -
Minimum Requirement
• for Staked Foundation
Respectfully Submitted:
•%%III I I'r
10
E. K
�'Vo. 68�
• STATE OF . dh
. R �L
nLb
President,, A ,:
50
113.4
50
112.20
50
113.7
50
111.9
•
M
114.80 — 098.19/,* -
" 098.8%
097.7%•
099.0%
�7 a
,W
116.0 - •I I� I
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•I,
•G•115.0
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14.0 ��
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113.0—.._.�_. _.I._.._�._..�.._
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�111.0 �..•.I_..
if09 10 011
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12 143f 14
• • -
Moisture - % of
Dry Weight
Disclaimer: Contractor is responsible to maintain
the tested area in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
altered from the approved inspected condition.
07/28/20200
*Email td0St Lucie BuildinF, Dei3artment 0 0- _
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