HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTKELLER, 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 April 24, 2018 KSM JOB # : 181406-1 d/SS/ct
PERMIT # 1711-0685
CONTRACTOR P.J. Trucking & Land Clearing RECEIVED
JOB LOCATION 15339 Twin Beech Parkway APR .3 0 MIR
Port St Lucie, Florida Permitting Depart;,.
St. Lucie coi'^
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S. E. 0" - 12" 50 110.2 111.0 99.3
2. S.W. 1142 106.9 1196.3
3. Center of44 108.2 it97.5
4. N.W. 48 109.1 it98.3
5. N.E. 47 108.8 98.0
Soil Description:
Tan Sand
with Clay
In Place Moisture: w 112.0 I I I I I
12.3 Percent E j I I I I I
Optimum Moisture: G
H 111.0 T- _t-
11.0 Percent
T I I I I I I
Max. Dry Density:
111.0 P.C.F. 110.0
C I I I I I I
@ Test Locations The
Density & Penetrometer F
Readings Indicate the 109.0-
Degree of Compaction Meets I I
p I I I I I I
Minimum Required for
Un.%9ra kldff teujjdation Y 108.0
��
�I�RrI�q ��ken to Natural Grade.8 9 10 11 12 13 14
.
e� d:
s
• ' .� Moisture - % of Dry Weight
0 ,
Al r
� V r
'J Keller
re8i ,: �✓ 4
It9:RW � 'yahoo.com
'* bl��/t1lttvyAe�al3.£. Lucie County Building Department
Bf P431944!tiati'.
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
04/25/2018 15:04 772589;-KSM ENGINEERIN(s� PAGE 01/01
KEL.LER, 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,ksmongineering.net MELBOURNE (321) 768-84$8
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 : April 24, 2018, KSM JOB # : 181406-1 d/SS/ct
PERMIT # 1711-0585
CONTRACTOR P.J. Trucking & Land Clearing
JOB LOCATION 15339 Twin Beech Parkway
Port St Lucie, Florida
RECEIVED
APR 2 6 7010
Permitting Departm
ITEM TESTED Compacted Foundation Fill St. Lucie Court+
TEST LOCATION DEPTH ' PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.E.
0" - 12" 50
110.2 111.0
99.3
2.
S.W.
if42
106.9 it96.3
3.
Center
It44
108.2
97.5
4.
N.W.
It48
109.1
98.3
5.
N.E.
If
47
108.8
98.0
Soil Description:
Tan Sand
with clay
In Place Moisture:
12.3 Percent
Optimum Moisture:
11.0 Percent
Max_ Dry Density:
111.0 P.C.F.
Q Test Locations The
Density & Penetrometer
Readings indicate the
Degree of Compaction Meets
Minimum Required for
Uns &ckgaylsjdation
e ticRbadi `_??ken to Natural Grade.
w 112.0 i
E
G
111_a
T
p ,
110.0
C
F 109.0
• I I 'I I I
D
Y a 9 10 11 12 13 14
Moisture - % of Dry Weight
tivj 1 pnoo.com
uid rl• IC C
,, ucie County Building Department
-`O1v/n4 v
Ronald G. Keller. P.F=,: 37293 / SI l,tr,;. No.: 860 1 Julie F, Keller. PE.: 68366