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Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
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f;JiYi AND TESien6
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
January 22, 2020
1911-0031
Grande Construction
13400 Palmetto Village
Bldg 10
Palm City, Florida
/ 1 II— Mailing
c ! PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineering.net
I.f•'ldiofrJ-lfF
200298-9d/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. N.W. 0"-12"
54
113.3
113.9
99.5%
2. Center
52
112.6
98.9%
3. S.E.
51
110:6
97.1%
Soil Description:
Brown Sand with traces
115.0
of Rock
W
l
In Place Moisture:
E
I I I I
I
9.6%
I
I—..—.�—..—�.—..—�.------
114.0
I I I
I
Optimum Moisture:
H
I
T113.0—....
—..— .•--I
.•.•:--.•.•
Max. Dry Density: P.C.F.
P
1
113.9
@Test Locations The
112.0 —••—•4III
— •—•IIIII •—••—I�II4I
-11.0%
Density & Penetrometer
F
Readings Indicate the
I I I I
— —I — —
I
^t
Degree of Compaction Meets
D
111.0
— {— — l y
Minimum Required
R
I I I I
I
for Staked Foundation
Y
110.0—..—.;—..—;.—..—�.—..
I I I I
�..—..T..—..;
I
8
9 10 11 12
13 14
Rqsoe%ui& _'zC(tf9d%
%% .........
•�,�GEN$E••,• ,9 %
Moisture - % of Dry Weight
r� E Disclaimer: Contractor is responsible to maintain
p'
the tested area in the condition that KSM
completed the indicated passed compaction test.
ful ter C9 KSM is not responsible if the tested area has been
reBf .. altered from the approved inspected condition.
E # 68366 1/23/2020
Email to: greg@grandefl.com
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