HomeMy WebLinkAboutKSM REPORT 10-30-18KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-07 2
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOCCIE107
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SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED October 24, 2018 KSM JOB # : 183714-1 d/SS/cv
PERMIT # 1808-0699
CONTRACTOR Wynne Development CANNE®sttBy
JOB LOCATION 2 Del Prado ��cieco'D V
Spanish Lakes 1 P �®
0�
Port St. Lucie, Florida es 4 V40, part0
ITEM TESTED Compacted Foundation Fill o(n;�ellt
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 46 108.9 111.7 97.5
2. N.E. 47 109.7 it98.2
3. Center 41 108.6 if97.2
4. S. E. 43 106.9 95.7
5. S.W. 43 106.4 95.3
Soil Description:
Brown and Gray
Sand with Clay 113.0 I I I I I I
In Place Moisture: W
7.0 Percent E I I I I I
I 112.0 I _.�_.._�._..�.._..I .._..j—.._.
Optimum Moisture: I
.11.0 Percent H\—I!—
TMax. Dry Density: 111.o111.7 P.C.F. P@ Test Locations The C 11o.0 I ____vN—
Density & PenetrometerReadings Indicate the FI
Degree of Compaction Meets
Minimum�Re uired 109.0
fQ,<� ��� � tion. D
R
e��n.• I11en to Natural Grade. I I I I I
u thd, Y
108.0
_✓ 8 9 10 11 12 13 14
fj
c _ „ Moisture - % of Dry Weight
e �f,• aC
•�,res i�ir cV
I•••�`,�1iGie County Building Department
ynnebc.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366