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KELLER, SCHLEICHER & MacWILL1AM 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: KSMQKSMENGINEERING.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
KSM JOB # : 191490-1d/MH/ct
SCANNED
BY
St. Lucie Count)
ITEM TESTED Compaction Foundation Fill
April 15, 2019
1903-0314
B & D Grading and Land Clearing
5260 Dunn Road
Ft. Pierce, Florida
RECEIVED
" 3 "0'9
ST lu L' County, Fermittlnq
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.E.
0" -12" 50
108.4 112.8
96.1
2.
S.E.
50
108.9
96.5
3.
Center
50
110.8
98.2
4.
N.W.
50
109.3
96.9
5.
S.W.
51
111.3
98.7
Soil Description:
Brown Sand.
In Place Moisture:
7.9 Percent
Optimum Moisture:
11.0 Percent .
Max. Dry Density:
112.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
W 114.01 1 1 1 1 1
E I I I I I I
I I I I I I I
G 113.0 �.._.i_.._.i_.._:.—..—I.._.. �.._.._
H
T I I 1 I I I
P 112.0 .._.�_.._�_.._�._.. I.._.. �..—.._
I I I
C I I I I I I
F 111.0 ••—•:
I I I I I
• I I I I I_
D 110.0 ••_.1_.._.I._.._I._..J.._.. .._.._
R I I I I I I
Y I I I I I I
109.0.._.I_.._.I._.._1.—..—.._..4.._..�
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Iding Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366