HomeMy WebLinkAboutCompaction Test a T&PcILA •
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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 May 26, 2017 KSM JOB # : 171668-1 d/MH/cc
PERMIT# 1705-0360
CONTRACTOR Wynne Development
JOB LOCATION 6687 Lila
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12" 50 105.5 109.6 96.3
2. N.W. If
50 104.2 95.1
3. Center 50 104.6 95.4
4. S.E. 50 105.0 95.8
5. N.E. 50 104.2 95.1
Soil Description:
Brown Sand with Shell Fragments
111.0 1 I I I I I
W
In Place Moisture: E I I I I t I
6.7 Percent
Optimum Moisture: H 110.0 .—••— •—••
11.8 Percent I I I I I I
T I I I I I
Max. Dry Density: P I I I I I I
109.6 P.C.F. 109.0 t— _..�.._.. _..�.._ .�.._..�.._..
C I I I I I
@ Test Locations The
Density & Penetrometer F
I I I I I I
Readings Indicate the 108.0 =— — —
Degree of Compaction Meets ! r I
Minimum 5equired D ! ! I I I I
fob, `etj Mors,
tt�tjon. R I I I I I I
on to Natural Grade. Y 107.0 —
I I I I
er.._..r.._..r.._..r.._..�_..—..�
dl `' 9 10 11 12 13 14 15
a I•� � ECElVED JU1v p $ Moisture-%of Dry Weight
JD 2017
' n .. wLle County Building Department% RECEIVED JUN 0 2 2017
jE y� 7#q�°dv a,�tshlakes.com 5 S�io
k4 A
�li'�iae•e»os�?�to
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 May 26, 2017 KSM JOB # : 171668-1 d/MH/cc
PERMIT# 1705-0360
CONTRACTOR Wynne Development
JOB LOCATION 6687 Lila
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12" 50 105.5 109.6 96.3
2. N.W. 50 104.2 95.1
3. Center 50 104.6 95.4
4. S.E. 50 105.0 95.8
5. N.E. 50 104.2 95.1
Soil Description:
Brown Sand with Shell Fragments
111.0 1 I I I I I
W
In Place Moisture: E I I I I I I
6.7 Percent I I I I I I I
Optimum Moisture: H 110.0
11.8 Percent I I I I I I
T I I I I I
Max. Dry Density: P I I I I I I
109.6 P.C.F. 109.0 _..�.._.. _..�.._ .�.._..�.._..
C
@ Test Locations The
Density & Penetrometer F
I I I I I I
Readings Indicate the 108.0 =— — — —
Degree of Compaction Meets I r I I
Minimum Required D I I I I I
for Ion. R I I I I I I
* $� to Natural Grade. Y 107.0
° 9 10 11 12 13 14 15
i � • N
t s Moisture- %of Dry Weight
v e
N17
.. ,r•,;. �I'e County Building Department RECEIVED
°d44t+yEp+'a hlakes.com
Al
Ronald G. Keller, P.E.: 37293/SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366