HomeMy WebLinkAboutKSM REPORTyly \ \
KELLER, SCHLEICHER & MacWILLIAM ENGI i
N ACDGI
, INC.
MARTIN (772) 337-7755 I? Q. BOX 78-1377, SEBASTIAN, 3 - 7 N (7 2) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT SCBY E®
ASTM D 1557 and ASTM D 2922 St Lucie County
DATE TESTED January 23, 2019 KSM JOB # : 190346-1 d/SS/cv
PERMIT # 1811-0129
CONTRACTOR Wynne Development
per�ii
JOB LOCATION 14220 Cancun s� �r�n90 �Opg
Spanish Lakes Fairways °�;e '
Fort Pierce, Florida c.04-�e��'Pnt
ITEM TESTED Compacted Foundation Fill
,TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12" 50+ 111.8 113.0 98.9
2. N.W. of110.2 1197.5
3.1 Center 108.9 96.4
4. N.E. 109.3 96.7
5. S.E. 110.9 98.1
Soil Description:
Brown Sand 114.0 I I I I 1
with Clay W i I I I I I
In Place Moisture: E j I I I I 1
9.9 Percent I I I I I
G 113.0 —.
Optimum Moisture: H I I I I I-
11.0 Percent T j I I I I
I
Max. Dry Density: P 112.0 I _ ! _.-4 4_
I _ I —
113.0 P.C.F. -I- I— —I. I—.
C
@;Test Locations The
Density & Penetrometer F
Readings Indicate the 111.0 —•i_ —� — -f — j- — I— —
Degree o Rnigaction Meets
i a+ �•R
110.0
8 9 10 11 12 13 14
;-RE 9 1
O
I
Moisture - % of Dry Weight
'eer ,
•:•��`•
Fa( cie County Building Department
E-mail dPD►btwynnebc.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
01/25/2019 10:45 77258964E5-_\ KSK ENGINEERING �`�— AGE 02/02
612-1
TAP C! IL a
Z%Q1IVA EL�.ER, SCHLEICHER & MaCWILLIAM ENGINEFTLD(; G N
AARTIN (772) 337-7755 RO. BOX 78-1377, SEBASTIAN, FL 32978-�1377 SEBASTIAN (772) 589-o�2
IALM BEACH (561) 845-74.45 www.ksmengineering.net MELBOURNE (321) 76.$-6488
4x (561) 845-8876 E,-Mail. KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
A: 5693 FAX (772) 689-6469
SOIL COMPACTION REPORT SCANNED
ASTM D 1557 and ASTM D 2922 BY
St Lucie County
DATE TESTED ; January 23, 2019 KSM JOB # : 190346-1 d/SS/ev
PERMIT # 1811-0129
CONTRACTOR
JOB LOCATION :
ITEM TESTED :
Wynne Development
14220 Cancun
Spanish Lakes Fairways
Fort Pierce, Florida
Foundation Fill
RECEIVED
JAN 2 5 7019
permltting Deo
St untyent
Lucie C
TEST LOCATION
DEPTH PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
[DENSITY
PROCTOR VALUE
COMPACTION
1.
S.W.
0" -12" 50+
111.8
113.0
98.9
2.
N.W.
If110.2
of97.5
3.
Center
" If
108.9
if
96.4
4.
N.E.
"
109.3
If
96.7
5.
S.E.
"
110.9
If
98.1
Soil Description:
Brown Sand
114.0 I I I I I
with Clay
W
In Place Moisture:
E
9.9 Percent
G
113.0
Optimum Moisture:
H
11.0 Percent
T
Max. Dry Density:
113.0 P.C.F.
P
I I I I 1
C
I I I I I
@ Test Locations The
Density & Penetrometer
F
( I I I I
Readings indicate the
111.0 -T.._..T.. —-
Degree of Compaction Meets
Minimum R�euired
R
! 1 I I 1
I'>pl�;on
Y
0
R �1
8 9 10 11 12 13 14
N
Moisture - % of Dry Weight
s TE C}F
!�Rucie County
Building Department
�►1�nnebc.com
! ! l 111tRQn,�I�"G. Keller, PE.: 37293 / SI Lic. No.: 860 / Julie E. Keller, PE.: 68366
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