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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 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
August 21, 2017
KSM JOB # : 172582-1d/DP/ct
PERMIT #
1706-0376
CONTRACTOR
Wynne Development
JOB LOCATION
6 Danzar
Spanish Lakes
Ft. Pierce, Florida
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
* PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1. N.W.
0" = 12" 42
106.1
110.5
96.0
2. S.W.
46
107.3
97.1
3. Center
49
107.9
97.6
4. N. E.
44
105.9
95.8
5. S. E.
47
106.5
96.4
Soil Description:
Brown Sand
In Place Moisture:
9.1 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.5 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Siajks IFbw j)dation.
���Pdeacs �'21ken to Natural Grade.
ul/ vs
N65
@AQ. L1%ie County Building Department
wi idot �'rpaliishlakes.com
Moisture - % of Dry Weight
RECEIVED AUG`2 5 Y017
Ronald G. Keller, P.E.: 37293 / Sl Lic. No.: 860 / Julie E. Keller, P.E.: 68366