HomeMy WebLinkAboutKSM REPORTS*r CA IL t
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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.ksmangineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT SCANNED FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922 BY
St. Lucie County
DATE TESTED September 19, 2019 KSM JOB # : 19391,&*SH/jt
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
TEST LOCATION
OF SAMPLE
R & E Loader Service, Inc.
700 Anita Street
Ft. Pierce, Florida
Compacted Foundation Fill - Final Lift
DEPTH PEN DRY
READ DENSITY
OCT 011019
Fermittln9 Department
St. Lucie County
of b� 01 lei
MAX.DRY PERCENT
PROCTOR VALUE COMPACTION
1.
N.W.
0 - 12" 40
112.3 115.3
97.4
2.
N.E.
41
113.4
98.4
3.
Center
42
114.0
98.9
4.
S.E.
40
112.6
97.7
5.
S.W.
40
112.9
97.9
Soil Description:
Brown Fine Silty Sand
In Place Moisture:
8.9 Percent
Optimum Moisture:
11.6 Percent
Max. Dry Density:
115.3 P.C.F.
116.0 -
W I
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G I
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H I
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I
T115.0 t—.._.._.._..
I
I .._..—;. .._.; _.._..
I I
P
C
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j
F 114.0 ..—.. .._..
•
.._.._j.._.._.j._.._.-
D I
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Y I
I I I
113.0
._.._.-
9 10
11 12 13 14
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
TlCP1t
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.ksmangineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NEr ST. LUCIE (772) 229-9093
C.A.:.5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1667 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
September 19, 2019
R & E Loader Service, Inc.
700 Anita Street
Ft. Pierce, Florida
ITEM TESTED Compacted Foundation Fill - Final Lift
KSM JOB # : 193399-2d/SH/jt
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1.
N.W.
0 - 12"
40
112.3 115.3
97.4
2.
N.E.
41
113.4
98.4
3.
Center
42
114.0
98.9
4.
S.E.
40
112.6
97.7
5.
S.W.
40
112.9
97.9
Soil Description:
Brown Fine Silty Sand
In Place Moisture:
8,9 Percent
Optimum Moisture:
11.6 Percent
Max. Dry Density:
115.3 P.C.F.
@ Test Locations The
116.0 -
w
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C I
• I I I
F 114.0 .._.. .._..�..—..—I —
D )
R
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Y
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I
I
113.0—.._..r.._..�.._.._;.._
9
10
11
12
I
I
I
I
I
I
�I
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
trC1S
atCaZ"
KELLER, SCHLEICHER &
MacWILLIAM ENGINEERING
AND TESTING; INC.
MARTIN (772) 337-7755
R O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445
www.ksmangineering.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
PERMIT #
CONTRACTOR
JOB LOCATION
September 19, 2019
R & E Loader Service, Inc.
700 Anita Street
Ft. Pierce, Florida
KSM JOB # : 193399-2d/SH/jt
ITEM TESTED
Compacted Foundation Fill - Final Lift
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.W.
0 = 12"
40
112.3
115.3
97.4
2.
N.E.
41
113.4
98.4
3.
Center
42
114.0
98.9
4.
S.E.
40
112.6
97.7
5.
S.W.
40
112.9
97.9
Soil Description:
Brown Fine Silty Sand
In Place Moisture:
8.9 Percent
Optimum Moisture:
11.6 Percent
Max. Dry Density:
115.3 P.C.F.
116.0 -
W I
E i
G I 1 I
H I I I I I
T 115.0 1-.._.. i .._.. .._.._i. .._.I _.._..
P I I I I
C I I I I I
.._..�I.._.._E._.._.I._:._..
• � I I I
D I I I I
R I I I I
Y I I I I
9 10 11 12 13 14
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Llc. No.: 860 / Julie E. Keller, P.E.: 68366