HomeMy WebLinkAboutKSM REPORTKELL'ER, SCHLEICHER MacWILLIAM ENGINEERING AND TESTING, INC.
MARTINI (772) 337-7755 P.0. B X 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (5611) 845-8876 . E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED Decemb r 4, 2018 KSM JOB # : 184154-1 d/MH/ct
PERMIT # 1810-06 9 �F
O cor
CONTRACTOR Rob Sch , oley SCANNED
C N ED G`�°
JOB LOCATION 5300 Dunn Road St Lucie County °96 �o#
Ft. PiercC, Florida
ITEM�TESTED Compact, d Foundation Fill for the 24x26 Metal Building Pad
TEST LOCATION DEPT -PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12
2. Center "
3. S.W. "
Soil Description:
Brown Sand with
Traces of Shell
In Place Moisture:
8.1 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.41P.C.F.' .
I
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required.
for S%j?4,F,gundation
R�arsfa7iken to Natural
1t�1I d:
o . • s
� o
� o
50
109.3 113.4
96.4
51
111.6
98.4
50
110.4
97.4
Grade.
m
�• e
.re tE
ailo:.�l ie County 3uilding Department
n••. RID °
Moisture - % of Dry Weight
yhs$g� Abe•:0,,4i'Ronald G. Keller, P. .: 37293 / SI Lic. No.: 860 1 Julie E. Keller, P.E.: 68366