HomeMy WebLinkAboutKMS Soil Compaction ReportFELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX r8-13'rt, SEBAc5=nAN, PL 32978-1-3'rr SEBASTIAN (77ZI 589-0�!i2
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOUR14E (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
DATE TESTED
PERMIT #
SOIL COMPACTION REPORT
ASTM D 1667 and ASTM 0 2922
February 21, 2018
1711-0374
COMTRACTOR : Wynne. Develepment
JOB LOCATION :
39 Calle De Lagos
Spanish Lakes Fairways
Fort Pierce, Florida
LTEM TESTED : C=pacted Foundation. Fill
KSM JOB #: 180619-1 d/SS/cv
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N. E.
0" - 1211 41
106.3 108.5
98.0
2.
S.E.
if W.
IQ4.4 of
qra. 2
3.
Center
36
104.7 it
96.5
4.
S.W.
34
103.5
95.4
5.
N.W.
38
106.0
97.7
Soil Description:
Fihe Brown Sand
W
In Place Moisture:
E
7.0 Percent
1
109.0
G
Optimum Moisture:
F1
f I I I I
12.0 Percent
T
108.0
Max. Dry Density:
P
I I
108.5 P.C.F.
@ Test Locatians. The
C
107.0
Density & Penetrometer
F
Readings Indicate the
Degree of Compaction Meets
106.0
Minimum Required
D
for �k#ad dation.
R
FEE' ken to Natural Grade.
y
105.0
. ..... .
9 10 11 12 13 14 15
•
Moisture - % of Dry Weight
z� puli Keller
e EOF
njaiLto- dot @ I.-J�;elhiakes.com
1%ucie County Building Department
7293/SlUic.No.:860 J
///I NAL onaid G. Keller, P.E.: 3 ulka E. Keller, P.E.: 68366
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€rang
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772} 3-37-7755 PO. BOX 78-°13 7 , SEBAS 1A , FL 32 78-1377 SEBASTIAN (7r=4 589--G7i 2
PALM BEACH (561) 845-7445 U. wwAsmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Pvlail: KSMUKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM d 1667 and ASTM D 2922
DATE TESTED February 21, 2018 KSM JOB # : 180619-1d/SS/cv
PERMIT # 1711-0374
CONTRACTOR Wynne Development
JOB LOCATION 39 Calle De Lagos
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM. TESTEC! Compacted Foundation. Fill
TEST LOCATION * PEN
DRY MAX. DRY PERCENT
DEPTH
OF SAMPLE READ
DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 41
106.3 108.5 98.0
2. B.E. itaC
IG4.4 If96.2
3. Center to36
104.7 to96.5
4. S.W. of34
103.5 95.4
5. N.W. if38
106.0 97.7
Soil Description:
Fine Brown Sand
tto.0 i I I I I I
W
I I I I I I
In Place Moisture: E
I I I I I I
7.0 Percent I
109.0 -I— — — — —
Optimum Moisture: R
! I I I I
12.0 Percent T
I I I I I I
108.0 a—.._.1_.._.j. _f._. �.._..rt.._...
Max. Dry Density: p
108.5 P.C.F.
@ Test LecationsThe. C
107.0 I—.._.�_. j._.._f._..�.. i ._...
I I
Density & Penetrometer F
! I I I
Readings Indicate the
! I I I I I
Degree of Compaction Meets
106.0—
Minir IyWll 9 red D
! I I I I I
� dgtion. R
I I I I I I
�f�x`d
n to Natural Grade. Y
105.0
v Res
9 10 11 12 13 14 15
Moisture - % of Dry Weight
w
A �F b
'�, �esi ent ; '��•�
`w�shlakes.com
t Lucie County Building Department
M>w1fal A
Ronald f 4. Keller, P.E.::7293 1SI Lie. No.:860 Julie E. Keller, PE.: 68366