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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TEST NG, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 321 MELBOURNE 768-8488
FAX 561 845-8876 www.ksmengineering.net ( )
( ) E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.:I 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED February 7, 2019 KSM JOB # : 190566-1 d/SS/aj
PERMIT # 18110110
1 'b�Cq� RECEIVED
CONTRACTOR Northlake Construction 8 1%10
JOB LOCATION 2705 Bent Pine Drive t�"Ne 0 �
FEB i B �019
Meadow Wood � Permitting Department
i Ft. Pierce, Florida St. Lucie County
i
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
I
1. S.E. 0" - 12" 50+ 113.7 115.4 98.5
2. 1 S.W. of If115.4 11100.0
3. 1 Center 114.2 99.0
4. 1 N.W. If112.6 97.6
5. N.E: 111.7 96.8
I
Soil Description:
Tan Sand with Shell and
Rock Fragments 116.0 - I I I I
In Place Moisture W I
6.9 Percent E j I I I I I
I j I I I I
Optimum Moisture: H 115.0 t— — �— — 1 _.l—• J.—••—I•—••—
11.�0 Percent T
j I I I I
Max. Dry Density: P I I I I 1
115.4 P.C.F. 114.0 �— •_..j_. _.�_.._.� ..... 1.
D
I I I I I I
@ Test Locations The I I I I
Density & Penetrometer F
113.0
Readings Indicate the
Degree of,+eibYi obld+ticlq Meets
Minim,,�,�,����I�rI-0 ��'�,, R I I I I
Uns�`ke6. .F�i Y 112.0
NO. 36
•' 8 9 10 11 12 13 14
Ret,pealfully Submit ed: =
Moisture - % of Dry Weight
Julie�'
Prdefx
E a' 14f166 Lbnst@gmail.com
Fax and Mail to: St.Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
02/108/2019 16:45 7725896 9 KSM ENGINEERING / Je`I U (( PAGE 02/02
FILE
COPY
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 (551) 845-7445 www.ksmenginee6ng.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail. KSM®KSMENGINEERING.NEf ST LUCIE (772) 229-9093
C A.. 5693 FAX (772) 589-6469
$OIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED February 7, 2019 KSM JOB # : 190566-1 d/SS/aj
PERMIT # 18110110
�I CONTRACTOR : Northlake Construction RECEIVED
JOB LOCATION 2706 Bent Pine Drive FEB 0 8 2019
Meadow Wood Per
Ft. Pierce Florida St c
tting Department
� Lucie county n
ITEM TESTED Compacted Foundation Fill
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
I1, S.E. 0" - 12" 50+ 113.7 115.4 98.5
!2. S-W. 11115.4 " 100.0
�3. Center It
114.2 it 99.0
�4. N.W. 112.6 if 97.6
15. N.E. 111.7 96.8
'Soil Description:
Tan Sand with Shell and
Rock Fragments 116.0 - I I
In Place Moisture W I
6.9 Percent E j I I I 1 I
I I I I I
Optimum Moisture: H 115.0
11.0 Percent T I I I I 1
j I I I I
Max. Dry Density: P I I I I I
115.4P.C.F_ 114.0
G I'
j I I I I I
(9 Test Locations The
Density & Penetrometer F I
Readings lggjqp;fy;fie 113.0
I I i I I
Degre , o APR I, vnets
U1 n�taD
ked �FSundati Y 112.0
ti �• 88366 /„ � 6 9 10 11 12 13 14
r �
Moisture - % of Dry Weight
H rO • � r.
esider r� I i %N%`
rr�191"fo ndaconst@gmail.com
ix and Mail to: St.Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 1 Julie E. Keller, P.E.; 68366