HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT 8-27-18�,,�,AN
BY
A16IT�t� ��coun,�
KELLER, SCHLEICHER & MacWILLIAM ENGINEERI G 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 1567 and ASTM D 2922
DATE TESTED August 24, 2018 KSM JOB # : 182902-1 d/SS/ct
PERMIT # 1801-0658
CONTRACTOR Lawson Premier Services
JOB LOCATION 18707 Tranquility Base Lane
Ft. Pierce, Florida
ITEM TESTED Compacted Foundation Fill for the Addition
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. East
2. West
Soil Description:
Gray Fine Sand
In Place Moisture:
9.7 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
107.3 P.C.F.
0" -12" 33 103.7 107.3 96.6
it 35 104.5 if97.4
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
M i n j�nu iti5` � "ttirQ�i
ia's•e'f� to Natural Grade.
RqO§pectf I S "tted
108.0 I I I I I
w
I I I I I I
E I I I I
G 107.0
H
T I I I I
I I I I I I
P I I—. I —.. I —..J.. 1.
106.0 -�—••— I I I I I
C
I I
F I I I I
R I I I I I
v I I I I I I
9 10 11 12 13 14 15
Moisture - % of Dry Weight
Fa��'awsonpremierservices.com
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/ Julie E. Keller, P.E.: 68366