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Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
CP IL t ENGINEER,
II 116-2 AVL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
January 22, 2020
1911-0034
Grande Construction
13400 Palmetto Village
Bldg 8
Palm City, Florida
/j Mailing
O B x 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #:
SCANNED
By
St. Lucie County
200298-7d/MH/jo
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION
PEN
DRY MAX. DRY PERCENT
DEPTH
OF SAMPLE
READ
_DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. S.W. 0" -12"
50
113.3 113.9 99.5%
2. Center
"
113.7 99.8%
3. N.E.
111.6 98.0%
Soil Description:
Brown Sand with traces
115.0
of Rock
V1l
In Place Moisture:
E
I I I I I
°
6.0%
G
114.0 { ..—.i—..——..—�.—....—.. i ..—...
Optimum Moisture:
H
I
I I I I I
11.0%
T113.0
Max. Dry Density: P.C.F.
P
I I I I I
113.9
I I I I I
@Test Locations The
112.0 f— — I—•I•—••-4•—••—I••— 4••—••"
Density & Penetrometer
F
I I I I
Readings Indicate the
111.0 ••— —I'— —F'— —�—"t"—••i
Degree of Compaction Meets
p
{—
i
Minimum Required
R
I I 1 I I
for Staked Foundation
Y110.0
I I I I
8 9 10 11 12 13 14
Respect fWij'3&bar+i7,ed:
�.
��\Fi �• Kfi���.'•,
�•`
EN
Moisture - % of Dry Weight
N, 366';n L
Z,j =
Disclaimer: Contractor is responsible to maintain
[•'*'
the tested area in the condition that KSM
��••.. , •
completed the indicated passed compaction test.
SJ;I I Qq�FRI10 �.�
KSM is not responsible if the tested area has been
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altered from the approved inspected condition.
1/23/2020
Email to: greg@grandefl.com
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