HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT1%IJAVi
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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
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
January 2, 2018
1712-0351
Melissa Ann Miller
6603 Pensacola Road
Lakewood Park
Ft. Pierce, Florida
KSM JOB # : 180026-1 d/SF/ct
r
JAN032018
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ITEM TESTED Compacted Foundation Fill - Detached Building
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.E.
0" - 12" 43
103.1 106.6
96.7
2.
S.W.
It
42
102.8 It96.4
3.
Center
If
45
104.6
98.1
4.
N.E.
43
103.4
97.0
5.
N.W.
46
105.1
98.6
Soil Description:
Gray Sand
In Place Moisture:
8.1 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
106.6 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
MinimgjVb �eguiired
f,Td,f rifl4s Qo Ion.
Av4"S.,ig�t*;n to Natura; Grade.-- ;
fftec _ Moisture - % of Dry Weight
No. 6
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q9@y
1e ahQOfT1 .GO_.- ..• \ .
ti"Lucie CountyPuildi6g-D7, p�..t
Broil 13al1.1,0osRonald G. Keller, PE.:'3 293,/SI U6. No.: 860 / Julie E. Keller, P.E.: 68366
01/03/2018 11:56 77256 :59 KSM ENGINEERINF PAGE 01/01
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 pp- 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
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1667 and ASTM D 2922
January 2, 2018
1712-0351
Melissa Ann Miller
5603 Pensacola Road
Lakewood Park
Ft. Pierce, Florida
KSM JOB # : 180026-1d/SF/ct
ITEM TESTED • Compacted Foundation Fill - Detached Building
TEST LOCATION DEPTH w PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S,E.
0" -12" 43
103"1 106.6
96.7
.2.
S.W.
IT 42
102.8
96.4
3.
Center
to45
104.6
98.1
4.
N.E.
43
103.4
97.0
5.
N.W.
46
105.1
98.6
Soil Description:
Gray Sand
In Place Moisture:
8.1 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density,
106.6 P.C.F.
17a Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minirr>,I��le ��yuired
i to Natural Grade.
4ie
;,
PE0 =tt,�-
0ppw
�Ra9gt���t�4
108.0 � I I I I I
W I I I I I I
E
I I I I I I I
107.0
H 1 I I I I
T I I I 1 I 1
P 106.0
G
105.0
p I I I^ I 1
• I I I I
p 104.0
I I I I I
R I I I I I I
Y
9 10 11 12 13 14 15
Moisture - % of Dry Welght
ryyanoo.com
e County Building Department
G. Keller P.E.: 37293'/ S1 Lio. No.: 860 / Julie E. Keller, P.E.: 58366
' -CYI 19
L- 0.&VA
KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO, 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
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
January 2, 2018
1712-0351
Melissa Ann Miller
6603 Pensacola Road
Lakewood Park
Ft. Pierce, Florida
KSM JOB # : 180026-1 d/SF/ct
7v7; r
J AN A 9n] ,
3........................
ITEM TESTED Compacted Foundation Fill - Detached Building
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.E.
0" - 12" 43
103.1 106.6
96.7
2.
S.W.
it 42
102.8 It96.4
3.
Center
it45
104.6
98.1
4.
N.E.
43
103.4
97.0
5.
N.W.
46
105.1
98.6
Soil Description:
Gray Sand
In Place Moisture:
8.1 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
106.6 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
108.0
W
E
G 107.01—..—..i—..—.i—..—.i.....
i.—..—i.—..—
H I I I I I
T i
P 106.0�.—..—i.—..—
• I I I I I I
C
105.0
F I I I I I
I I I I
D104.0—..—..I—..—.1—..—.1—..—.I.—..—I.—..—
I I I I I I
R
y I I I I I I
103.0-..—..I—
for Sta�cbf uggatlon. 9 10 11 12 13 14 15
fadl�ic ��en to Natural Grade`;
Moisture - % of Dry Weight
4 tl ` � q •. r
Ju° a er, P.E''.',
13. id
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°�a 9�' le'Cour�ta�:Buiidir�g Depaitment
ald G. Keller, F�.�.:'37?93`/ �; Lic. No.: 860 / Julie E. Keller, P.E.: 68366