HomeMy WebLinkAboutKSM REPORTSTdrolkt
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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.@KSMENGINEERI
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
January 18, 2017 KSM JOB # : 1 56-2d/MH/ct
PERMIT #
1608-0401
JAN 3 1 2016
CONTRACTOR
B and D Grading
JOB LOCATION
8015 Plantation Lakes Drive SCANNED
Public Works
St. Lucie Courts, FL
Port St Lucie, Florida BY
St. Lucie County
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
DEPTH *PEN DRY MAX. DRY
PERCENT
OF SAMPLE
READ DENSITY PROCTOR VALUE COMPACTION
1. N.E.
0" - 12" 50 106.7 109.3
97.6
2. S.E.
50 105.1
96.2
3. Center
50 107.3
98.2
4. N.W.
50 104.4
95.5
5. S.W.
50 106.3
97.3
Soil Description:
Brown Sand with
Traces of. Clay
In Place Moisture:
W
12.9 Percent
E
I
Optimum Moisture:
G
12.2 Percent
H
T
Max. Dry Density:
109.3 P.C.F.
P
@ Test Locations The c
Density & Penetrometer F
Readings Indicate the
Degree of Compaction Meets
Minimum 5piquired D
au2 r ar R
for�$t�1�etF2fJaQ2n y
.�?e _ eaan Palen to Natural Grade.
M
110.0 I I I I I
I I I I I I
I I I I I I
.. .�_..—.�_. �.—.. l._.. �.._. _
109.0 —
I I I I I
I I I I I I
I I I I I
108.0
I I I I I I
I 1 I
I I I I
107.0 —'
I I I I I I
I I I I I I
106.0 4----. i_.._.4_4_...4.._..�
9 10 11 12 13 14 15
Moisture - % of Dry Weight
County Building Department
t eaa•
Ronald G. Keller, P.E.: 37293 / Si Lic. No.: 860 / Julie E. Keller, P.E.: 68366
01/30/2017 14:21 7725896469 KSM ENGINEERING PAGE 01/01
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KELLER, SCHLEICHER & IviacVVll-LiANI ENGiNEGRING AN SEBESTIASTIAN (772) INC,
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 MELBOURNE (321) 768.8488
PALM BEACH (561) 845-1445 www.ksmenginearing.net ST. LUCIE (772) 229-9093
FAX (661) 845-8876 E-Mail: KSM@KSMENGINEERING.NET FAX (772) 689-6469
C.A.: 5693
_ _SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED January 18, 2017 KSM JOB # : 163456-2d/MH/ct
PERMIT # 1608-0401
CONTRACTOR 9 and D Grading SCANNED
BY
JOB LOCATION 8015 Plantation Lakes Drive St. Lucie County
Port St Lucie, Florida
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION,
•PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY PROCTOR VALUE
COMPACTION
1.
N.E.
0" 12"
50
106't 109.3
97.6
2.
S.E.
"
50
105.1
96.2
3.
Center
50
107.3
98.2
4.
N.W.
50
104.4
95.5
5.
SW50
106.3
97.3
Soil Description:
Brown Sand with
Traces of Clay
110.0 I I I I 1
1n Place Moisture:
W
12.9 Percent
E
I
I 1 I I I
Optimum Moisture:
G
109.0 +
12.2 Percent
H
Max. Dry Density:
109.3 P.C.F.
P
108.0
@ Test Locations The
C
I j j I I I
Density & Penetrometer
Readings Indicate the
P
107.o—i
Minim um.Paqui red
i-13NOnRo Natural Grade, Y106.0 9 10 11 12 13 14 15
No.
Moisture - % of Dry Weight
County hulloing Department
Ronald G. Keller, P.E.: 37293 / SI LIC. No.: 860 / Julie E. Keller, P.E.: 68366
12/19/2016 17:26 7725896469 KSM ENGINEERING PAGE 01/01
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MAFMN (772) $37-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineeiing.net MELBOURNE (321) 768-8488
FAX (661) 845-8876 E-Mail: KSMPKSMENGINEERING.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 16, 2015 KSM JOB # : 163456-1d/MH/ct
PERMIT # 1608-0401
SCANNED
CONTRACTOR B and D Grading BY
JOB LOCATION 8015 Plantation Lakes Drive St. Lucie County
Port St Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH " PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.E.
0" - 12" 55
115.2 116.0
99.3
2.
S.E.
54
114.0
98.3
3.
Center
54
114.E
98.8
4.
N.W.
53
113.8
98.1
5.
S.W.
55
115.6
99.6
Soil Description:
Brown Sand
In Place Moisture:
10.5 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
116.0 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Rye yired
for U F��on
Natural Grade.
Moisture - % of Dry Weight
RECEIVED DEC 19.2016
County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No-: 860 / .lulir. F. K�Ilcr. P.F.: FR7fi6
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 16, 2015 KSM JOB # : 163456-1d/MH/ct
PERMIT # - 6t)8}On1
CONTRACTOR B and D Grading SCANNED
BY
JOB LOCATION 8015 Plantation Lakes Drive St. Lucie County
Port St Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH
OF SAMPLE
' PEN
READ
DRY
DENSITY
MAX. DRY PERCENT
PROCTOR VALUE COMPACTION
1. N.E. 0" - 12"
55
115.2
116.0
99.3
2. S. E.
54
114.0
98.3
3. Center
54
114.6
98.8
4. N.W.
53
113.8
98.1
5. S.W.
55
115.5
99.6
Soil Description:
Brown Sand
117.0
I I I I
I
In Place Moisture:
W
10.5 Percent
E
I
I
I
I I I I
I I I I
I
I
Optimum Moisture:
G
116.0
__...._I
..__....__
11.0 Percent
H
T
Max. Dry Density:
116.0 P.C.F.
P115.0
iIIIII
Test Locations The
c@
Density & Penetrometer
F
Readings Indicate the
I,IIII
I
Degree of Compaction Meets
—
Minimum RF19Ngeed
D
I
I I I I
I
for F�atjflt tion
R
I
I I I I
I
0�e N ' to Natural Grade.
113.0.._.;_.._.G_.._i._.._G._..4._..,
e ec y m
8
9 10 11 12
13 14
Moisture - % of Dry Weight
Jrtlie E,gI. QrE. o _
County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366