HomeMy WebLinkAboutKSM REPORTTara 19
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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,ksmengineedng.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 March 19, 2019 KSM JOB # : 191120-1d/MH/cv
PERMIT #
D
CONTRACTOR R & E Loader SCANNERECEIVEDBY
JOB LOCATION 5903 Palm Drive St Lucie Cout ItY APR 15 2019
Fort Pierce, Florida
ST. Lucie County, Permitting
ITEM TESTED Compacted Foundation Fill -1st Lift
TEST LOCATION DEPTH PEN DRY MAX.DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W.
0 - 12" 50
108.6 111.7
97.2
2. N.W.
50
109.0
97.6
3. Center
50
108.9
97.5
4. S.E.
50
109.3
97.9
5. N.E.
50
110.0
98.5
Soil Description:
Light Brown and Gray Sand
In Place Moisture:
8.9 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
111.7 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
113.0
W
E
I
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H112.0
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All
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I110.01..
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109.0.._.i_.._i._..�.._..T.._..�.._.,
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8 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
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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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED March 22, 2019 KSM JOB # : 191120-2d/SS/cv
PERMIT # RECEIVED
CONTRACTOR R & E Loader APR 15 2019
JOB LOCATION 5903 Palm Drive sT. Weis s4uncy, permlhing
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill - 2nd and Final Lift
TEST LOCATION DEPTH
OF SAMPLE
1. S.E. 12" - 24"
2. S.W. "
3. Center "
4. N.W. "
5. N.E. "
Soil Description:
Light Brown and Gray Sand
In Place Moisture:
10.1 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
111.7 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
PEN
DRY
MAX. DRY
PERCENT
READ
DENSITY
PROCTOR VALUE
COMPACTION
50+
110.2
111.7
98.7
"
109.7
98.2
"
111.6
99.9
"
110.8
99.2
"
109.5
98.0
113.0 I
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W
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H112.0••_.I_.._I._..J.._..1.._..L.._..
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IIFI110.0
All
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Y
I
109.0 .._. _.._
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8 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