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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 March 10, 2017 KSM JOB# : 170735-1 d/MH/cc
PERMIT# 1701-0377
CONTRACTOR Wynne Development
JOB LOCATION 2 Universidad Lane
Riverfront
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. N.W. 0" - 12" 50 102.8 108.0 95.2
2. N.E. " 50 104.9 " 97.1
3. Center 50 105.7 if97.9
4. S.W. of
50 103.6 If
95.9
5. S.E. " 50 103.1 IT
95.5
Soil Description:
Brown Sand with Shell Fragments
109.0 -1 I I I I I
W
In Place Moisture: E
9.6 Percent
Optimum Moisture:
H 108.0 —.._..� _..� _ _..�_.._..�_.._..
12.0 Percent I I I I I I
T I I I I I
Max. Dry Density: P I I I I I
108.0 P.C.F. 107.0 {--••_..�.. �.._..�.._..�.. j_.._..
C I I I I I
@ Test Locations The
Density & Penetrometer F
Readings Indicate the 106.0 =— — '
Degree of Compaction Meets I I I
MinimqjIFilaqVj7d D
fc�iiagn. R
� ,. ,•...,... • c&to Natural Grade. Y 105.0
11�e ully S mi 9 10 11 12 13 14 15
10
No.
Moisture-%of Dry Weight
RECEIVED MAR 17 2017
Se County Building Department
shlakes.com
Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366