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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772)337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIA.N (772).589,0712
PALM BEACH 56.1)845-7445'. MEL.BOURNE(321)768-8488
( www:ksmengineeriny.net �
FAX(561)845-8876 ST. LUC1E(772).229 9093
E-Mail: KSM@KSMENGINEERING.NET
C.A::5693 FAX(772)589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED July 10, 2018 KSM JOB# : 182263-1 d/SS/ct
PERMIT# SLC1703-0340 RECEIVED
1UL l.rfi 7.018
CONTRACTOR Tim Kuhn
Permitting Department
JOB LOCATION 9605 Orange Avenue St. Lucie County
Ft. Pierce, Florida
ITEM TESTED Compacted Foundation Fill for the Metal Building Slab
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
i
1. N.E. 0" - 12" 47 108.7 113.7 95.6
2. S.E. 51 110.2 96.9
3. Center 53 111.5 98.1
4. S.W. 50 109.6 96.4
4. N.W. 47 108.9 95.8
Soil Description:
Brown &Tan Sand W 115.0 1 I I I I 1
with Clay E I I I I I I
In Place Moisture: 1 I I I I I I
13.4 Percent G 114.0 �— _ •_.._ • _.._ _.. _.. _..
H
Optimum Moisture: T I
11.0 Percent p 113;0
Max. Dry Density: C
113.7 P.C.F. F 112.0 L @ Test Locations The I 1 I I I
Density & Penetrometer D . 111.0 I --•1_.. L_.._I._.._L._..1.._..
Readings Indicate the R I I I I I I
Degree of Compaction Meets Y I I I I I I
Minimum Required for,
Staled°��un�dai fi•,,f 8 9 10 11 12 13 14
*gin Avadings., k !Ito Natural Grade.
Resaeotf c�lfi m Moisture-IN,of Dry Weight
~ � I
a :•
No
-F�e1 e &E. p
I
p Idelit'
e �
4
•,ma fo rahEk j n g, ail.com
Fai(darr ���... �� �S-'k'k cie County Building Department
Ronald G. Keller, P.E.: 37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, ;INC.
MARTIN (772)337-7755 iP.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 July 10, 2018 KSM JOB# : 182263-1 d/SS/ct
PERMIT# SLC1703-0340
CONTRACTOR Tim Kuhn RecErvEo
JOB LOCATION 9605 Orange Avenue JUL 2.'I 701R
Ft. Pierce, Florida Permitting De.
- -- -— - St. Lucie County c ,
I
ITEM TESTED Compacted Foundation Fill for the Metal Building Slab
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 47 108.7 113.7 95.61
2. S.E. 51 110.2 96.9
3. Center 53 111.5 98.1
4. S.W. 50 109.6 96.4j
4. N.W. 47 108.9 95.8'
Soil Description:
Brown &Tan Sand W 115.0 1 I I I I 1
with Clay E I I I I I I
In Place Moisture:
I I I I I I I
13.4 Percent G 114.0 T-
Optimum Moisture: T I f I I I
11.0 Percent
p 113.0 �•__ _I I _ I
Max. Dry Density: C I I I I
113.7 P.C.F. F 112.0 _ I _ _.._� _.. ._.._
I I I I
@ Test Locations The I I I I I
Density & Penetrometer D 111.0 J.._..-L
Readings Indicate the R I I I I I I
Degree of Compaction Meets Y I j I I I I
Minimum Required for
Staked Foti��1� , 8 9 10 11 12 13 14
* Per1;.fRk aqgng,* &vl,to Natural Grade.
Re •, Moisture-%of Dry Weight
c� •
Q �
V
411G1 1 i
Pr ident OF
�El kW EL#`com
Farabl ..5gcl `County Building Department
og►<g9a�A11?ttigId G. Iteller, P.E.: 37293/SI Lic. No.: 860 ! Julie E. Keller, P.E.: 68366