HomeMy WebLinkAboutKSM REPORT 10-30-18EMI dbV&k
KEILLER, SCHLEICHER & MacWILLIAM ENGINEERI E TI G .
MARTIN (772) 337-7755 _ BAS5 9-07 2
P.O. BOX 78 1377, SEBASTIAN, FL 32978�3r 7
PALM BEACH (561) 845-7445 www.ksmengineering.net OURNE (321) 768-8488
FAX1(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 24, 2018 KSM JOB # : 183716-1 d/SS/cv
PERMIT # 1809-0595
CONTRACTOR Wynne Development
to l °�0" v�
JOB LOCATION 3 De Spanish tLakes 1 so Lane
7'00 'O1e ��Po �
Port St. Lucie, Florida co`'1)�
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. 1 N.E.
2.!S.E.
3. ICenter
4. IS.W.
5. IN.W.
Soil Description:
Tan Sand
i
i
In Place Moisture:
54 Percent
Optimum Moisture:
12.,0 Percent
0" - 12" 40
104.7 110.0
95.2
of
43
106.0 it
96.4
" 46
107.4 it97.6
" 41
105.2 it95.6
" 47
107.8 If98.0
Mai . Dry Density:
110.0 P.C.F.
@ Test Locations The
De I sity & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
fnr CkA��J�lti•her,rl n+inn
le
711#'en to Natural Grade
mit(dd:
111.0 I I
W
E
I
G 110.0 .L•._ I— —I —
H I I I
T
P 109.0 1— — I——I._..-4.._..4- _..I_.._.
C
F
108.0_.1_.._r._..7.._...1-.._..j_.._.
D
R I I I I I I
107.0
9 10 11 12 13 14 15
Moisture - % of Dry Weight
County Building Department
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Ronald G. Keller, P.E.: 37293 / SI Lic, No.: 860 / Julie E. Keller, P.E.: 68366