HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTKELLER, SCH6EICHER & MacWIILLIAM ENGINEERING -.-,AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 ww .ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: K I M@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
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BY SOIL COMPACTION REPORT
St Lucie CODU ASTM D 1557 and ASTM D 2922
f
DATE TESTED August 14, 2018 KSM JOB # : 182731 -1 d/MH/ct
PERMIT #
CONTRACTOR :
JOB LOCATION :
tiros-o35b
J.A.F. Tractor and Bobcat Services
7832 Saddlebrook Drive
Port St. Lucie, Fl�rida
RECEIVED
OCT Y 9 ^q13
ST. Lucie County, Permitting
ITEM TESTED Compacted Foundation Fill
I
TEST LOCATION DEPTH - rtN DRY MAX. DRY PERCENT
OF SAMPLE F�EAD DENSITY PROCTOR VALUE COMPACTION
" 1. N.W. 0- 1211 I O 111.4 114.0 97.7
2. N.E. 1150 108.7 95.4
3. Center 50 109.3 95.9
4. S.W. 50 112.6 If98.8
5. S. E. 0 109.1 If95.7
Soil Description:
Brown Sand
115.0 I I I I I
In Place Moisture: W
E I I I I I I
8.8 Percent I
Optimum Moisture: H 114.0 L • . _ I I — — I — I —
11.0 Percent T
Max. Dry Density:
j I I I I
114.0 P.C.F.
C 113.0..—.I—. I.—..�..—...�.. I _..—..
@ Test Locations The I I I I I I
Density & Penetrometer F
Readings Indicate the
Degree of Compaction Meets 112.0 1—
D I—'I—"—I'—"—I"—"7"—"17—
Minimum Required R
for Unstaked Foundation Y
* Pp'Wpa
"'Raqaken to Natural Grade.%ue`t#�d: 111.0 i—..—.,—..—,._..�..—..-, ..—..,_..—.�
0 F • ,�� 8 9 10 11 12 13 14
y r• Moisture - % of Dry Weight
dent
1 �a tod ite@gmail.com
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�o�ereeeea:tllfs f nald G. Keller, P.E.: 37293 SI Lic. No.: 860 / Julie E. Keller RE.: 68366