HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT� ze CIL t
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HER & MaCWILLIAM ENGINEER NG AND TESTI416�,�NKEL�, SG�iLEIC
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 A E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 O°I FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED April 16, 2018 KSM JOB # : 181299-1 d/MH/ct
PERMIT # 1804-0392
CONTRACTOR P.J. Trucking & Lan,
aI d Clearing
JOB LOCATION 1317 Lone Pine Drive
Lot 20
Ft. Pierce, Florida
ITEM TESTED : COmDacted Foundation Fill
TEST LOCATION DEPTH
* PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1. S. E. 0" - 12"
50
105.9 110.0
96.3
2. S.W. to50
107.3 if97.5
3. Center of50
106.0 if96.4
4. N.E. If50
106.2 if96.5
5. N.W. If50
106.2 If96.5
Soil Description:
Brown Sand with
Shell Frgaments
In Place Moisture:
w
111.0 I I I
I I
8.3 Percent .
E
i I I I
I I
G
I I I I
I I
Optimum Moisture:
H
110.0 T*-••—••I—"—"I—"—
12.0 Percent
T
Max. D.r%, Density:
P
I I I
109.0
I
110.0 P.C.F.
C
@ Test Locations The
•
F
j I I I
108.0—
I
Density &Penetrometer
j I I I
I I
Readings Indicate the
Degree of Compaction Meets
D
Minimum Required for
d
R
Y
107.0
U t 111 F' l'c . n
9 10 11 12
13 14 15
b �adfra �Tji to Natural Grade.;
;� •� e'
Moisture - % of Dry
Weight
t No
m
.J�lglie
rtp:terNT
noo.com
Lucie County Building Department
�1Ronald G. Keller, P.E.: 372931/ Si Lic. No.: 860 / Julie E. Keller, P.E.: 68366