HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT 6-3-19r 8v� 6e
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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 (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 r� FAX (772) 589-6469
SOIL COMPACTION REPORT Lily
ASTM D 1557 and ASTM D 2922 OKU010 QC'dUwiy
Revised: May 22, 2019
DATE TESTED August 24, 2018 KSM JOB # : 182902-1 d/SS/ct
PERMIT # 1801-0658
CONTRACTOR Joe Callejo
JOB LOCATION 18707 Tranquility Base Lane
Ft. Pierce, Florida
ITEM TESTED Compacted Foundation FIII for the Addition
RECEIVE®
JUN 3 2019
Permitting Department
St. Lucie County, FL
TEST LOCATION DEPTH
OF SAMPLE
* PEN
READ
DRY MAX. DRY PERCENT
DENSITY PROCTOR VALUE COMPACTION
1. East 0" - 12"
33
103.7 107.3 96.6
2. West
35
104.5 97.4
Soil Description:
Gray Fine Sand
108.0 I I I I I
In Place Moisture:
I
9.7 Percent
E
I I I I I
I
Optimum Moisture:
GI
107.0 _
12.0 Percent
HT
Max. Dry Density:
P
107.3 P.C.F.
106.0 —
C
@ Test Locations The
I
Density & Penetrometer
F
! I I I I
Readings 1�d1��{�'tl9b..,r
616.k
105.0 _.j_.._d._.._j.._.. j.._.._j..._...
sDegre�
.. �Mini
D�►
I I I I I
u"S.�
for takedd Foundation �:
R
Y
I I I I I I
I
* F' n. FReaNg§ NA to;Natiral Grade.
• I I I I I
104.0—
R
s y ed:
= 0 ,47
9 10 11 12 13 14 15
Moisture - % of Dry Weight
�'
reside ••�•�.r�•....�•�.
ail to: clawson@lawsonpremierservices.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
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P17. 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 1657 and ASTM D 2922
DATE TESTED :
PERMIT #
CONTRACTOR
JOB LOCATION
August 24, 2018
1801-0658
Lawson Premier Services
18707 Tranquility Base Lane
Ft. Pierce, Florida
KSM JOB # : 182902-1d/SS/ct
ITEM TESTED Compacted Foundation Fill for the Addition
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. East
2. West
Soil Description:
Gray Fine Sand
In Place Moisture:
9.7 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
107.3 P.C.F.
0" - 12" 33
ti 35
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
MinirquimiRegljised
f4P° Ind tln�%tion
p to Natural Grade.
�tespctfully 1 Altt�egt:
103.7 107.3 96.6
104.5 It 97.4
108.0 I I I I I
W I I I I I
E I I I I
I I I I I I
G 107;0
H I I
T I I I
I I I I I
P 106.0
C
I I I I
F I I I I I
105.0 !—.j_.._ j._..—j. _... i.._....._
D I I I I I
R I I I I I
Y
104.0—
9 10 11 12 13 14 1�5
Moisture - % of Dry Weight
i.4lavii lawsonpremierRs�ervices.com nn��
Julie E. Keller, P.E.: 68366