HomeMy WebLinkAboutSoil Compaction ReportKELLER, 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 1 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 1567 and ASTM D 2922
DATE TESTED
March 6, 2018
PERMIT #
CONTRACTOR
TC Custom Homes
JOB LOCATION
20025 Southern Star Drive
Ft. Pierce, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 180782-1d/MH/ct
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.E.
0" - 12" 54
114.6 116.5
98.4
2.
S.W.
55
115.9 1199.5
3.
Center
53
113.4 If97.3
4.
N.E.
51
111.1 If95.4
5.
N.W.
52
112.3 of96.4
Soil Description:
Brown Clayed Sand
In Place Moisture:
9.3 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
116.5 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of. Compaction Meets
Minimum Required
for UpsttIM!, fact 1ation.
�ken to Natural Grade.
No
r r
r
JuidMAT
Pf:
118.0
W
E
G 117.0 _ .i ..—..I—.._.I_.._.I—..—.I._.._
H I I I I I
T
116.0 I I I I I I— —
• I I I I I
C I I I I I I
115.0
F
114.0 _
R I I I I I I
Y
113.0
8 9 10 11 12 13 14
Moisture - % of Dry Weight
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