HomeMy WebLinkAboutSOIL COMPACTION REPORTTdor 0 Ilk ff
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FIL 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
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SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED October 4, 2018 KSM JOB#: 183453-1 d/SH/cv
PERMIT # 1809-0218
CONTRACTOR Carter's Concrete Construction RECEIVED
JOB LOCATION 1650 Digiorgio Road
Fort Pierce, Florida OCT 11 2018
Permitting Department
ITEM TESTED Compacted Foundation Fill for 2 Equipment SlaTs St I i iria Ccu intv El
TEST LOCATION DEPTH PEN
DRY
I
MAX. DRY
, I I
PERCENT
OF SAMPLE READ
DENSITY
PROCTOR VALUE
COMPACTION
1. N.W. Slab -South 0"-12" 38
106.9
110.0
97.2
2. N.W. Slab -North 38
107.3
97.5
3. N.E� Slab:- Center 37
106.1
96.5
Soil Description: SCANNED
111.0
Gray Sand BY
St. LuCie County
W
E
1
In Place Moisture:
9.3 Percent
H
110.0 T_
Optimum Moisture:
T
12.0 Percent
P
109-04
Max. Dry Density:
i'-i"—"T
F..
110.0 P.C.F.
C
I
I
I I
I I
@ Test Locations The
I
108.0 T_
-L..
Density & Penetrometer
Readings Indicate the
D
Degree of Compaction Meets
Minimum Required
y
107.0
I
for Un�j@IwdbFj9Vndatjon
9
10 11 12
13 14 15
to Natural Grade.
F
Moisture - % of Dry Weight
County Building Department
Ronald G. Keller, P.E.:37293/Sl Lie. No.: 860 / Julie E. Keller, RE.: 68366
10/05/2018 14:47 772V461 KSM ENGINEERIR _( PAGE 01/01
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KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) -�37-7755
PALM BEACH (581) 845�7445 PO. BOX 78-1377, SEBASTIAN, FIL 32978-1377 SEBASTIAN (772) 589-0712
FAX (561) a45-8876 www-ksmengineering'net MELBOURNE (321) 768-8488
C.A.: 5693 E-Mail; KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
PAX (772) 539-6469
DATE TESTED
PERMIT *
CONTRACTOR
JOB LOCATION
TEST LOCATION
OF SAMPLE
-au - ouum
2- N.W. Slab -North
3. N. E. Slab -Center
Soil Description:
Gray Sand
In Place moisture:
9.3 Percent
Optimum Moisture:
12.0 Percent
Max Dry Density;
110.0 P-C,F.
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
October 4, 2018
1809-0218
Carters Concrete Construction
1650 Digiorgio Road
Fort Pierce, Florida
DEPTH
KSM JOB#: 183453-ICl/SH/cv
'Tt.
UCia COU/7ty
* PEN
DRY MAX. DRY
READ
DENSITY PROCTOR VALUE
38
107.3
37
106.1
@ Test Locations The
Density & Penetrometer
Readings indicate the
Degree of Compaction Meets
Minimum Required
for URN41kelftfigyndation
&.r*n to Natural Grade.
111'0
H
0,C)
T
P
109.0
T
C
F
1
108,0
D
R
107.0
9 10
11 12 13
County Building Department
PERCENT
COMPACTION
MOiStUre - % of Dry Weight
97.2
97.5
96.5
14 is
J11111W" Re I nald G. Keller. RE.: 37293 / SI Lio. No.: 860 / Julie E. Keifer, P.E.: 68366