HomeMy WebLinkAboutSOIL REPORTi n0IL9 '�aemi�191n�b
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978 ''- SM
PALM BEACH (561) 845-7445 wwwAsmengineering.net �, ��" U 4FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET 1{���LEEfiiii LU-909
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED December 19, 2018 KSM JOB # : 184372-1 d/SS/ct
PERMIT# SCANNED
BY
CONTRACTOR Dale Massey St. Lucie County
JOB LOCATION 200 Ft. N. of Dyer Road
Corner of Silver Oaks Drive & Dyer Road
Port St Lucie, Florida
ITEM TESTED Compacted Foundation Fill for the House Pad
RECEIVED
JAN 14 2019
Permitting Department
St. Lucie County, FL
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S. E.
0" - 12" 44
106.1 109.0
97.3
2. S.W.
43
105.0
96.3
3. Center
46
107.2
98.3
4. N.W.
42
104.4
95.8
5. N.E.
44
105.6 "
96.9
Soil Description
Brown & Tan Sand
110.0 - I
I I
with Traces of Clay
W
I
I I
In Place Moisture:
E
I
I
I I I I
11.7 Percent
G
I
I I I I
Optimum Moisture:
H
109.0 �••_.I_.._I._..
I
_..1.._..L.._..
I I I I
11.0 Percent
T
I
I
I I I
Max. Dry Density:
P
I
108.0 L••—•'
I I I
._..r.._..
109.0 P.C.F.
c
I I—
I._..,.._.. I
@ Test Locations The
p
I I I I
Density & Penetrometer
1070 j—••—•I_.._I._..J.._..1.._..
.._..
Readings Indicate the
I
I I I I
Degree of Compaction Meets
D
I
Minimum Required
y
I
I I I I
forUnst� d, nncdation
" PQIv?`f_;R diMe,l �k@n to Natural Grade.
106.0 .8 —'9
�.._..T.._..�.._.,
10 11 12 13 14
a
OF
Moisture - % of Dry Weight
com
gijej l?rA hald G. Keller,' P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366
FI& COPY y�
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: KSMQKSMENGINEERING.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 December 19, 2018 KSM JOB # : 184372-1d/SS/ct
PERMIT# I Ug-00q'i
CONTRACTOR Dale Massey
6uI}1lwJ9d'A}unoC apn3 •1S
JOB LOCATION . 200 Ft. N. of Dyer Road 6t02 L i Ndf
Corner of Silver Oaks Drive & Dyer Road
Port St Lucie, Florida 43AI3D32i
ITEM TESTED Compacted Foundation Fill for the House Pad
TEST LOCATION DEPTH
OF SAMPLE
"PEN
READ
DRY MAX. DRY
DENSITY PROCTOR VALUE
PERCENT
COMPACTION
1. S.E. 0" - 12"
44
106.1 109.0
97.3
2. S.W.
43
105.0
96.3
3. Center
46
107.2
98.3
4. N.W.
42
104.4
95.8
5. N.E.
44
105.6
96.9
Soil Description:
Brown & Tan Sand
110.0
with Traces of Clay
W
I
In Place Moisture:
E
I
11.7 Percent
H
109.0 _..1.._..L.._..
Optimum Moisture:
T..—.I_..—I.—..
11.0 Percent -
T
I
I I
I I
Max. Dry Density:
P
I I I
L
I
109.0 P.C.F.
108.0 .._. _..
c
j
I I I
I 1
@ Test Locations The
F
I I
I 1
Density &Penetrometer
1070 T •, -1i_.._L_..J..—..1.._..
_..
Readings Indicate the
j I I
I I
Degree of Compaction Meets
D
I
Minimum Required
for U oWkV&P6u ation
Y106.0
I I I
I I
'6 n. !§dito Natural Grade.
8 9 10 11
12 13 14
t22
Moisture - % of Dry Weight
ATE
G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366