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AND TESTINa
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Orlando
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Sanford, FL. 32771
SOIL COMPACTION REPORT
KSMengineering.net
ASTM D 1557 and ASTM D 2922
DATE TESTED:
January 22, 2020
KSM JOB #: 200298-5d/MH/jo
PERMIT #:
CONTRACTOR:
JOB LOCATION:
1911-0035
Grande Construction
13400 Palmetto Village
Bldg 6
Palm City, Florida
SCNNSD
;t. Lucie County
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P,GF) COMPACTION
1. N.W.
2. Center
3. S.E.
Soil Description:
Brown Sand with traces
of Rock
In Place Moisture:
6.2%
Optimum Moisture:
11.0%
Max. Dry Density: P.C.F.
113.9
0" -12"
@ Test Locations The
Density & Penetrometer
Readings indicate the
Degree of Compaction Meets
Minimum Required
for Staked Foundation
m
50 108.8 113.9 95.5%
" 111.1 " 97.5%
" 110.3 " 96.8%
115.0
W I
E I I I I I
G114.0 .................
H 1 I f I I I
T
113.01—.._.�_..— _.._�._.. .._..1.._..!
P I 1 1 I
C I I I I I
112.0
F I I I
• I I I I I
D 111.0.._.1_.._.I._.._r._..y.._..t..—..:
R I I I I I
Y I I I I I
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain
the tested area in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
altered from the approved inspected condition.
Email to: greg@grandefl.com
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