HomeMy WebLinkAboutInspection Docs (2) ;0k;
LJ AVj
KELLER, SCHLEICHER & MaCWILLIAM 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 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 June 23, 2017 KSM JOB # : 171977-1d/NIH/ct
i
PERMIT# 1704-0066
1704-0166
CONTRACTOR South Florida Aluminum Products
I
JOB LOCATION 7904 McClintock Way
Savannah Club
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 50 104.4 107.3 97.3'
2. S.E. 50 104.3 97.21
Soil Description:
Brown Sand
108.0 - I I I I I
In Place Moisture: W I I I I I
9.2 Percent E I I I I I
L —
Optimum Moisture: G 107.0 F '•—••I—•• •1—• — —"—•f—"�•
12.2 Percent T I I I I I
I I I I
-- -
Max. Dry Density: -- — --P _ _ I I_ L _--I __I_
107.3 P.C.F. 106.o L —• •
c I r . f_..I
@ Test Locations The I I I I I
Density & Penetrometer F I I I I
Readings Indicate the 105.0 —
Degree of Compaction Meets D
Minimum Required R I I I I I
for StalaCWtITu%"'�Yiaa Y I
* nP Pe"
` . a Natural Grade. 104.0
R� a• � — •Ir— —••I� _•iI— — I — I
— �
_ 9 10 11 12 13 14 15
C
�• _ Moisture-%of Dry Weight
rd L�dtg county Building Department RECEIVED JUN 3 0 2017
gootltl gQalum.com
Ronald G. Keller, P.E.: 37293/SI Lic. No.: 860 / JUlie E. Keller, P.E.: 68366
I