HomeMy WebLinkAboutKSM REPORT 11-21-18NOV 212#18
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K'� LLER, SCHLEICHER & MacWILLIAM°e ENGINEE IWA T ,pM' RTIN (lit) 337-7755 PO, BOX 78-1377, SEBASTIAN, FL 32 7SE $TI N 8 . '2t
P LM BEACH (561) 845-7445 Ic L
FF (561) 845-8876 smengineering.net 2) 76,8 488
.: 5693 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
I FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1567 and ASTM D 2922
TE TESTED ' November 19, 2018
MIT # 1809-0508
TRACTOR Gentile Corporation
LOCATION : 205 N. 40th Street
Fort Pierce, Florida
KSM JOB # : 184018-1 d/SS/jI
SCANNED.
BY
82 Lucia C®ungy
Fill for the House Pad -1st Lift
TEST LOCATION. DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE . COMPACTION
I.
5•F=.
0" -12" ---- 33
103.7 10E
2.
3.
S.W.
Center
" 31
102.7 of
35
104.5 „
4.
N.W.
29
102.1 "
5.,
N.E.
37
105.3
Sc if Description,
Br'I wn and Gray Sand
i
In! Nace Moisture:
9. Percent
O I imam Moisture:
12, Percent
Ma' . Dry Density:
10 '.8 P.C.F.
@ est Locations The
De city & Penetrometer
Re dims Indicate the
De ree of -Compaction Meets
Min„uired For
F+�P
.•'� en to Natural Grade.
Moisture - % of Dry Weight
' ? _iumty Building Department
NA,.�`' '
eemrr+��
96.2
97.8
95.6
98.6
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366