HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT04/26/2018 14:21 7725896469 KSM ENGINEERING PAGE 01/01
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
PALM MARTIN
(561) 845-7445 P.O') BOX 78-1377, SEBASTIAN, FL 32978-1377 SE=BASTIAN (772) 589,0712
FAX (561) 845-8876 I ww.w.ksmcngineering.net MELBOURNE (321) 766-8488
G.A.: 5693
E-mail: KSMOKSMENGINEERING,NET ST. LUCIE (772) 229-9093
FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1857 and ASTM D 2922
DATE TESTED April 25, 2018 KSM JOB # : 181430-1d/88/ct
PERMIT # 1
1802''0425
CONTRACTOR : JTC Concrete Plus, LLC SCANNED RECEIVED
JOB LOCATION : 10197 S, Indian River Chive By APR 2.6 7010
1=t. Pierce, Florida St Lucie CountY Permitting Department
St. Lucie County
ITEM TESTED
Com acted Foundation Fill
TEST LOCATION
I * PEN
DRY
DRY
PERCENT
OF SAMPLEDEPTHMAX,
READ
DENSITY.
PROCTOR VALUE
COMPACTION
1,
2.
S.E.
S.W.
0" � 12" . 32
104.3
108.3
9
3.
'Center
37
it
31
105.7
103.6
��
96.3
.
4.
N.W.
�, 34
104.9
95 7
9
5.
N.E.
32
104.1
��
.
96.1
Soil Description:
Tan Fine Sand
In Place Moisture:
11.4 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
108,3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum
* 15fflW�pd for
r
Stakej•
p14.05SI-4ftlo
Natural Grade
,,. +WWI'
K�IIIs
W 109.0 1
E
G I
H 108.0 -..._..�...__.�_ i_.
T i
P I
107.0
C
D I I 1 I ! l
9 10 11 12 13 14 15
vaol.com
County Building Department
Moisture � % of Dry Weight
Ronald G. Kellpr, P,E.: ;?729;i /,^,I Lir.. NO.: 860 ! Julie E. Keller; P.F-,: 68366
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: 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 April 25, 2018 KSM JOB # : 181430-1d/SS/ct
PERMIT # 1802-0425
CONTRACTOR JTC Concrete Plus, LLC
RECEIVED
JOB LOCATION 10197 S. Indian River Drive
Ft. Pierce, Florida APR 3 ® 7010
ITEM TESTED Compacted Foundation Fill Permitting Department
p Sr I tirlq CBunt+F
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S. E. 0" - 12" 32
104.3 108.3
96.3
2. S.W. of37
105.7 1197.6
3. Center 31
103.6
95.7
4. N.W. " 34
104.9
96.9
5. N.E. " 32
104.1
96.1
Soil Description:
Tan Fine Sand
W
109.0 I I I I
I
In Place Moisture:
E
11.4 Percent
I
G
I I I I
I
H
108.0—.._..j—..—..j—
Optimum Moisture:
T
I I I I
I
12.0 Percent
I I I
Max. Dry Density:
P
I
107.0
108.3 P.C.F.
C
j I I I
I
@ Test Locations The
•
F
_
106.0 -1—.—..I—..—.1—..—.I—
' —' • • • — •. — • • — •
Density & Penetrometer
I I I I I
I
Readings Indicate the
D
I I I I I
I
Degree of Compaction Meets
R
Y
105.0 �— — I _ I _ I _ I _ I
Minimum �gquired for
9 10 11 12 13
14 15
S * �Fpur*gl�,
� en to Natural Grade.
•. '
Moisture - % of D Weight
Dry 9
�. . IV
• I C�:
a
No
--
M A
• Eli nt dF ' -
•
" us@aol.com
ucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI
Lic. No.: 860 / Julie E. Keller, P.E.: 68366