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C 1 t ENGINEEDr- Mailing
iYi AND TESTINu PO n, FL. 32978
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Orlando Phone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.# 5693
Sanford, FL. 32771 KSMengineering.net
ASTM D 1557 and ASTM D 2922
DATE TESTED: January 17, 2020 KSM JOB #: 200287-1d/MH/jo
PERMIT#: flf�/—�Di�3 Pal JE
CONTRACTOR: Adams Homes
JOB LOCATION: 8509 Waterstone Blvd FEB 13 2020Lot 35, WaterstoneFort Pierce, Florida Permitting DepaSt. Lucie Coun
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. N.E. 0" - 12" 50 113.6 116.1 97.8%
2. S.E. 54 114.5 98.6%
3. Center 53 113.2 97.5%
4. N.W. 52 112.9 97.2%
5. S.W. 53 113.1 97.4%
SCANNED
BY 118.0
St. Lucie County E
Soil Description: I I_ _ I _ _I _
Brown Clayed Sand with G 117.0 4—••— _ I I I I I
Traces of Shell H I I I I I
In Place Moisture: T I
116.0 !_..
5.0% P_ �._. J.._.. .._...
I I I I I
Optimum Moisture: ` I I I
11.0% 115.0—..—.I_.. .I._.._I._.. q.. ..�--- _---
Max. Dry Density: P.C.F. F I I I I I
116.1 I I I I
114.0
@ Test Locations The D ..—.1_.._.i._.._f._..�.._..t.._...
Density & Penetrometer Y
Readings Indicate the 113.0
I I I I I
Degree of Compacti�on11108 9 10 11 12 13 14
Minimum Re '
f\gx`eri�I ation f `?�Moisture - % of Dry Weight
\+^
* • •°• * '�1010 Disclaimer: Contractor is responsible to maintain
the tested area in the condition that KSM
* S _ completed the indicated passed compaction test.
STATE OF • (V `33 KSM is not responsible if the tested area has been
l
%/ •°•,� 1ptTl;: •�: altered from the approved inspected condition.
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Email to: rjohnson@adamshomes.com; ceo2459@gmail.com
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