HomeMy WebLinkAboutKSM REPORTSI I -
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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 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED
May 29, 2019
PERMIT #
CONTRACTOR
Detailed Enterprises
JOB LOCATION
785 SW Airoso Boulevard
Port St Lucie, Florida
ITEM TESTED Compacted Foundation Fill for the Addition
KSM JOB# : 192089-1 d/SS/ct
SCANNSD
By RECCIVED
Lucie county JUN 0 6 101%
vermitting t)epartment
St. Lucie County
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTORVALUE COMPACTION
1. West 0" - 12" 37 104.7 107.9 97.0
2. East .1 42 106.2 98.4
Soil Description:
Gray Sand
In Place Mo isture:
7.7 Percent
Optimum Moisture:
12.0 Percent
Max, Dry Density:
107.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
109.0
W
E
I
108.o 4—
G
H
T
107.0
l?
C
106.0
F
D
105.0
R
y
104.0 ------ � I - —
- - 4 - — -
9 10 11 12
13 14 15
Moisture - % of Dry Weight
com; St. Lucie County Building Department
Sl Lic. No.: 860 / Julie E. Keller, P.E.: 68366