HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT 6-23-1706/23/2017 13:11 7725896469 KSM ENGINEERING PAGE 01/01
C!ILIs
KELLER,. SCHLEICHER & MaaWIL.L.IAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM E3EACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
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SOIL COMPACTION REPORT
- ASTM D 1557 and ASTM D 2922
REVISED June 23, 2017
DATE TESTED April 25, 2017 KSM JOB # : 171133-4dtMH/cc
PERMIT # 1705-0562
CONTRACTOR B & D Grading and Land Clearing
JOB LOCATION Midway Road
Fort Pierce, Florida
ITEM TESTED
Compacted Foundation Fill for the Barn - Re -Test
TEST LOCATION
* PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.W.
0" - 12" 50
108.5
111.0
97.7
2,
N.E.
1150
107.6
96.9
3.
Center
ti50
108.3
97.6
4,
S.W.
" 50
106.6
96.0
S.
S.E.
" 50
107.9
97.2
Soil Description:
Brown Sand with Shell Fragments
In Place Moisture:
9.1 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
1111.0 P.C.F_
a@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minim tW'P ftWred for
to Natural Grade
_i ■
W 112.0
E I I I I I 1
G I I I I I
H 111.0
T
I I I I
P I I I I
C 110.0 �.._.,I..—.J_.._.I_..,. 1—.1.�...._.
i I 1 I I
F
I I I I 1
i I I i i
R I
y108.0
I I I I I
8 9 10 11 12 13 14
\ Moisture - % of Dry Weight
RECEIVED JUN.16 2017
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� t t. Lucie County Building. Department
Ronald G. Koller, P.6.: 37293 / SI Lic. Nn.: 860 / .JLTHP.. F-. Keller, P.E.: 68366