HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTSCANNED T�p OIL 'ff
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SI��aCFlLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 I? O. BOX 78-1377 SEBASTIAN FL 3297AUG
IAN"(7 2) 589-0712
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SOIL COMPACTION REPORTrmittinq I�
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
August 7, 2018
1805-0269
Wynne Development
25 Florida Way,
Spanish Lakes 1
Port St. Lucie, Florid
Compacted Foundation Fill
KSM JOB # : 182620-1 d/SS/cv
TEST LOCATION DEPTH * PENI DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
I
1. N. E. 0" - 12" 39 104.6 109.5 95.5
2. S.E. 44 107.1 if97.8
3. Center 40 105.2 96.1
4. S.W. 38 104.8 95.7
5. N.W. 42 106.5 97.3
Soil Description:
Brown and Gray Sand 111.0 I I I I I I
with Some Clay W
In Place Moisture: E
10.0 Percent I 110.0
Optimum Moisture: H j I I I I
12.0 Percent T 109.0
j I I I I I
Max. Dry Density: p
109.5 P.C.F. I I I I
I_ I _
@ Test Locations The D 108.0 �— — I I I I I
I
Density & Penetrometer F j I I I I I
Readings Indicate the
L• _ _ _I
107.0
Degree of Compaction Meets � D
M inimy(vt RetpVpd I I I I I
fofA� R I
. ce6 to Natural Grade. Y 106.0 — •I — —I _ I — I _ I— — ry
ulySu M. 9 10 11 12 13 14 15
3
IVO. Moisture - % of Dry Weight
J I%e
Cie County Building Department
Em°afy sq`anishlakes.com
Ronald G. Keller,.RE.: 37293 / SI LIC, NO.: 860 / Julie E. Keller, P.E.: 68366