HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTSCANNED
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BY AW
KELLE , SCHLEIICHER & 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 July 20, 2018 KSM JOB # : 181331-2d/SH/cv
PERMIT # 1802-0020 A1uno0 alan-I •45
auaw:Pedaa ft 1w.1aj
CONTRACTOR Vinny Marcellino �lf7l ®911d
JOB LOCATION 8015 Plantation Lakes Drive
Port St Lucie, Florida Q@/Uaoaa
ITEM TESTED • : Compacted Foundation Fill - Pool Deck
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S. E. 0" - 12" 39 106.8 108.8 98.2
2. N.E. 1140 107.4 if98.7
3. N.W. if42 108.9 100.1
4. S.W. 40 108.3 99.5
Soil Description: 110.0 -
Brown Sand with W I I I I I I
Shell Fragments E I I I I I
In Place Moisture: I 109.0 4 - _ . I — • • — I • — • • I — I _ I
7.8 Percent H I I I I
Optimum Moisture: T I I I I I
12.0 Percent 108.0
P I I I
Max. Dry Density: I I I I I
108.8 P.C.F. C I
107.0
@ Test Locations The F I I I I I
Density & Penetrometer
Readings Indicate the D I
Degree of Compaction Meets R I I I I I
Mini�g4h! aria Y 105.0-.._.I_.._I._.. I.._.. .._..I —.,
f,� `,��� 9 10 11 12 13 14 15
r'� IY47A O Natural Grade.
pec u $ ifted: Moisture - % of Dry Weight
o
'•�1.ucie County Building Department; 772-336-0176
Email i ril balms@hotmail.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
07/20/2018 14:17 7725896469
KSM ENGINEERING -_
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PAGE 01/01
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589.0712
PALM BEACH (561) W-7445 www.ksmengineering.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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED July 20, 2018
PERMIT # ; 1802-0020
CONTRACTOR Vinny Marcellino
JOB LOCATION 8015 Plantation Lakes Drive
Port St Lucie, Florida
KSM JOB # ; 181331-2d/SHlcv
Rece&,,
JU(.'9 0 2010
Permitting D
St. Lucie ePattr ent
ITEM TESTED Compacted Found tion Fill - Pool Deck
TEST LOCATION DEPTH P1 N DRY MAX. DRY PERCENT
OF SAMPLE R9AD DENSITY PROCTOR VALUE COMPACTION
1. S. E.
0" - 12" 33
-
2. N.E.
4b
3. N.W.
4�
4. S.W.
4b
Soil Description:
'
Brown Sand with
W
Shell Fragments
E
In Place Moisture:
7.8 Percent
0
H
Optimum Moisture:
T
12.0 Percent
P
Max. Dry Density:
108.8 P.C.F.
C
F
@ Test Locations The
Density & Penetrometer
Readings Indicate the D
Degree of Compaction Meets
Min' ArA quired j Y
t+Jry�ation
-ken to Natural Grade.
ti
ec u i d:
T
�A
�0
rOOA
106.8 108.8
98.2
107.4
98.7
108.9
100.1
108.3
99.5
110.0 I
I I I
I I
109.0
� I I
108.0
I j I I
107.0
106.0
105,0
9 10 11 12 13 14 15
Moisture - % of Dry Weight .. ...,,
Lucie County Building Department; 772-336-0176
ilms@hotmail.com
Ronald G. Keller, P.E.: 37293 / SI Lip. No.: 660 / Julie E. Keller, P.E.: 68366