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• Te i:L% 1 t ENGINEERING • IS *Mailing
11345 U.S. Highway 1 � PO Box 78-1377
Sebastia
bndo;F •2958 •,L� 10 jri AND TESTING •P oaetian, L. 32978
-0712
723 Progress Way SOIL COMPACTION REPORT C.A.# 5693
Sanford, FL. 3277fo CM D 1557 and ASTM D 691 KSMengineering.net
DATE TESTED: •August 20, 2020 K• J• #: 203976-1d/SH/j0
PERMIT #: 2 7 5 • 28
CONTR•CT A ams Homes uc o e : MC-IDR-P
JOB LOCATIO4. 405348 Vespfra St 11
• jPSjal & • MDQ49528
Lot 28, Blo k 5 -
Fort PierCFlOrldd
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION *DEPTH PEN • DRY• - MAX. DRY• 9 • PERCENT*
OOF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
01. N.W. 0" - 12" 940 • •110.9 • 113.3 • 97.9% • -
2. N.EO • "• 41 111.1 %" 98.1%
3. Center 041 111.4 98.3%
4. S.E.• 039 109.80 96.9%
5. S.W. 939 • 109.40 96.6%
Soil e�tio� 115.0 -
ow San�Sh 11 W •
_ E •I• I 0I0 I •I
61* fI• • 1 _• 0I40 1 �_ 1 _•
In Place Moisture: G 11 .0 — I I I I I
10.6% H I •I• I •I• I *I
T 1
roP ctorOp imum ois ure: • 113•1—
11.0% P I • �I
Proctor Max. Dry Density: P.C.00 C I .I • I -
113.3 112.0—..�—.I._.._�._..�.. �..._...
I•AL
(aLTest Locations the Density • . •1 I lie I
Penetrometer readings indicate t e • 111.0
p_.1_.._.I._.._r._..�.._..�..._...
Degree of C paction is •
Minimum R�uirement[ Y •I• I ,I• I •I
for Staked Foundation - 110.0 �— -; ►�• • � . ,
=pe` jkyl 6L1ba)V;ed:• • 8 M941 0100 11 * 124D 13 � 14
N A\ ois ure - of Dry eig
isD claimer: Contractor is response e to maintain
the ested area in th condition ha KSM
prr com�leted the indicatedlot
ssed com ctio�test.
iw¢� 'SaY 2� .
\/./A KSM is not responsible if the tested area has b n
•PL '�e�-z"d joi tfle app" ijip�tj codi
�
Br E. Dahlke, P.E.
.P. of Engineering —
' �E # 81439 gp/21/2020
` Email to: St Lucie Bui ing Department; rick.johnson@adamshomes.com
*Proudly Serving Florida since 19900