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AND TESTINO Phone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: June 26, 2020 KSM JOB#: 202814-2d/DJ/jo
PERMIT#: S LC �CEIVED NUC# 404
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CONTRACTOR: Pauley Construction 4uc Model: MC-1 Elite
JOB LOCATION: 8310 Andrews Avenue JUL 0 6 2020 uc Serial#: 31404
Fort Pierce, Florida ST. Lucie County, Permitting
ITEM TESTED: Compacted Foundation Fill-Barn Pad
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1. S.W. 0" - 12" 40+ 110.3 114.2 96.6%
2. N.W. 112.5 98.5%
3. Center 111.7 97.8%
4: N.E. 111.4 97.5%
5. S.E. 112.5 98.5%
Soil Description: W 116.0 I I I I I
Brown Silty Sand E
i
115.0 -I—• _ I_ _ I _ _I _ I _ I _
In Place Moisture: G I I I I I
9.6% H I I I I I I
T
Proctor Optimum Moisture: 114.0 —j — j- —
11.0% P
Proctor Max. Dry Density: P.C.F. C
114.2 113.0 —.._.I—. —.I.—.._�._..�.._ .�...—...
F
@ Test Locations the Density& I I I I I
Penetrometer readings indicate the 112.0 i —
Degree of Compaction Meets
Minimum Requirement R
I I I I I
for Staked Foundation 111.0
Respectfully Sub 8 9 10 11 12 13 14
Moisture-%of Dry Weight
Disclaimer: Contractor is responsible to maintain
��O •, �� the tested area in the condition that KSM
completed the indicated passed compaction test.
•$�439 �
KSM is not responsible if the tested area has been
tL9;
f S1 ��or- l� altered from the approved inspected condition.
V.P.o{trimpAering```,
PE#81439 6/29/2020
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