HomeMy WebLinkAboutKSM REPORTSKELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 R 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
Revised: July 9, 2019
DATE TESTED May 30, 2019 KSM JOB # : 191662-3d/SS/cv
PERMIT # 1902-045B
CONTRACTOR B & D Grading and Land Clearing SCANNED
BY
JOB LOCATION 7864 Saddlebrook Drive St. Lucie County
Port St. Lucie, Florida
ITEM TESTED Compaction Foundation Fill - 3rd Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE ' COMPACTION
1. N.E. 24" - 36"
2. Center "
3. S.W. "
Soil Description:
Brown Sand with Some Clay
In Place Moisture:
11.8 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
111.5 P,C:F
@ Test Locations The
Density & Penetrometer
Readings In, the
Degree of Compaction Meets
Minimum Reauired
35 108.1 111.5 97.0
41 110.0 98.7
37 109.7 98.4
W
113.0 1 1 1
1 1 1
E
I I I
I I I
I
G
i I I
112.0—.._..I_.._.i—
I I I
H
T
I I
I I
I I I
I I I
C
I I
I I
110.0 i ..—.� .._.�._.._�._.._�..
.. �..—. _
F
I
I I I
D
I I I
109.0—••_.1_.._.L_.._I._..J.._..
I I I
.._.._
R
I I I
I I I
Y
I I I
I I I
108.0
8 9 10
11 12 13 14
Moisture -
% of Dry Weight
i19�+' Ronald G. Keller, RE.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
d r %p elk e
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN V72) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmangineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMOKSMENGINEERING,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
PERMIT #.
CONTRACTOR
JOB LOCATION
May 30, 2019
B &:D Grading and Land Clearing
7864 Saddlebrook Drive
Port St. Lucie, Florida
KSM JOB # : 191662-4d/SS/cv
ITEM TESTED Compaction Foundation Fill - Final Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E.
36" - 48" 44
111.2 111.5
99.7
2. Center
47
110.9
99.5
3. S.W.
50+
111A
99.9
Soil Description:
113.0 I
I I I
Brown Sand with Some Clay
N
i
I
E
I I
I I I I
In Place Moisture:
I
I I
112.0 T- � • • •I
� • I I I I
10.8 Percent
H
.1 I I I.
T
I I
I 1 I
Optimum Moisture:
I I
I I I I
11.0 Percent
p
111.0 I I
I I I
Max. Dry Density:
c
I I
I
I I I
I,•_„_
111.5 P.C.F.
F
110.0 -
_,I,_..-I•_••_I-; -,
I I I I
@ Test Locations The
D
I
I I I I
it._..J.._..
Density & Penetrometer
109.0-
.._.._
Readings Indicate the
R
I I
I I I I
Degree of Compaction Meets
y
I I
I I I I
Minimum Required
108.0 �•---I.
I----I--•-�•-••-F••-• ,
f%Vms9Ww jV,oundation
8 9
10 11 12 13 14
Moisture - %of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366