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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589.0712
PALM BEACH (561) 845-7445 MELBOURNE (321) 768-8488
FAX (561) 845-8876 www.ksmengineering.net ST. LUCIE (772) 229-9093
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C.A.: 5693 FAX (772) 5$9.6469
SOIL COMPACTION REPORT SCANNED
ASTM D 1657 and ASTM D 2922 BY
St. Lucie County
DATE TESTED July 25, 2019 KSM JOB # : 192943-1d/SHICV
PERMIT # 1906-0168
CONTRACTOR Wynne Development
JOB LOCATION 1 Mariposa Lane
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E.
0" - 12" 38
106.8 110.3
96.8
2. S.W.
37
105.4
95.6
3. Center
39
107.6
97.6
4. N.W.
39
107.3
9T3
5. N.E.
38
106.6
96.6
Soil Description:
Brown Sand 111.0 j I I I I I
W
In Place Moisture: E
8.9 Percent I
Optimum Moisture: K ( I I I I I
12.0 Percent T
Max. Dry Density: P I I I I I
1109.D
10.3P.C.F. (..—..j .— j .._.
C
Q Test Locations The
Density & Penetrometer F
Readings Indicate the 108.0 ••—•I— —j'— 7—""r"'- 1—"—"
Degree of Compaction Meets
Minimum Required R
'.%'fb} "alV' Fegyndation107.0
I I I I I
9 10 11 12 13 14 15
tted:
Moisture - % of Dry Weight
� HO rn
,.J l E e efT�
Q1
(vynnebc.com: St. Lucie County Building Department
0111111 I1 Ronald G. Keller, P.E.: 372931 SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366