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KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN V72) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmenginearing.net MELBOURNE (321) 768-8488
FAX (561) 645-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE V72) 229-9093
C.A.: 5693 FAX (772) 589-6469
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
July 25, 2019
1906-0173
Wynne Development
1 Del Prado Street
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 192942-1 d/SHlcv
g(;mNED
BY
St. Lucie County
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.
39
10T2
97.2
3. Center
39
107.6
97.6
4. N.W.
38
106.6
96.6
5, N.E.
40
108.6
98.5
Soil Description:
Brown Sand
In Place Moisture:
8.9 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Moisture - % of Dry Weight
Lucie County Building Department
"::.
Ronald G. Keller, P.E.: 37293 ! St Lic. No.: 860 / Julie E. Keller, P.E.: 68366