HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT■� IL f
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO, BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 . FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM' D 2922
DATE TESTED October 5, 2017 KSM JOB # : 173029-1d/MH/ct
PERMIT # 1708-0524
CONTRACTOR Patti Gray
JOB LOCATION 2421 S. FFA Road
Ft. Pierce, Florida
ITEM TESTED Compacted Foundation Fill - Shed Pad
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12"
50
103.2 106.4 97.0
2. Center
50
102.1 to96.0
3. N.E.
50
102.4 96.2
Soil Description:
Brown Sand
W
107.0 I I I
In Place Moisture:
E
11.0 Percent
I
G
I I I I I
H
106.0
Optimum Moisture:
T
I I I
12.0 Percent
I I I
Max. Dry Density:
P
I I I
106.4 P.C.F.
j I I I I I
Test Locations The
•
F
104.0 a —' — ' • ' ' — • • — . — • • —
Density & Penetrometer
I I I I I
Readings Indicate the
D
I I I I I I
Degree of Compaction Meets
R
103.0 �-- — — — �— — ; — • • — • — • • — • — • • — .,
Minimum Required
Y
9 10 11 12 13 14 15
* Pgmk` dhblftejaken to Natural Grade.
_.\, F .KC. - / -
Moisture - % of Dry Weight
CE
o.
r, P.
res' _ RECEIVED OCT
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to;. �,hjcie County Building Department
���i�s/ONALEN �eonald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366