HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT04/18/2018 13:12 77258964�9 K5M ENGINEERING _F
PAGE 01/01
SCANNED
BY TAP a lk If
S1 Lucie County
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KELLER, SCHLEICHER & MacWILL1AM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 RID, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (661) 845-7446 www.ksmengineering.net MELBOURNE.(321) 768-8488
FAX (561) 845-8876 E-Mail: KSMOKSMENGINEERING.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 1712018 KSM JOB # : 181331-1 d/MH/ct
PERMIT # 1801•-0744
CONTRACTOR Vinny Marcellino RECEIVED
JOB LOCATION 8015 Plantation Lakes Drive
Port St Lucie, Florida APR 19 2018
ST. Lucie County, Permitting
ITEM TESTED Compacted Foundation Fill - Addition Pad
TEST LOCATION DEPTH " PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1, N.E. 0" -12" 50
104.2 108.8
95.8
2, Center it.50
105.1 H96.6
3. S.W. IT 50
104.7 It
96.2
Soil Description:
110.01 I I I
I I
Brown Sand with
W
I I I
I I
Shell Fragments
E
I
I I I I
I I
In Place Moisture:
I
109.0
I IT �---^•--•
—=
I �..^.._
6.8 Percent
H
0000
1 I I I
I I
Optimum Moisture:.
12.0 Percent
T
1 I I I
108.0 — �^ — —
I I
— ...... —
P
Max. Dry Density:
C
I I I I
I
108.8 P.C.F. .
I I I I
107.0
I I
F
@ Test Locations The
1 I I
I I
Density & Penetrometer
106.0 j— — I_•,_ I
Readings Indicate the
D
I I I I
I l
Degree of Compaction Meets
R
Minimum Required
105.0 �-� — �— — �— —� —
—� —•
for Staked Foundation
9 10 11 12
13 14 15
* P,oW11 ftolaken to Natural Grade.
Moisture - % of Dry Weight
_0 sident
�: die County Building Department
., a r> rps@hotmail.com
♦s+v laNAL
•t w
+�'��r�a�•�•••''�Rgnald G- Keller, P.E.: 37293/SI Lic. No.: 860 1 Julie E. Keller, PE.:68366
Z 10 AIL
KELLER, 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 17, 2018 KSM JOB # : 181331-1d/MH/ct
PERMIT # 1801-0744
CONTRACTOR Vinny Marcellino
JOB LOCATION 8015 Plantation Lakes Drive
Port St Lucie, Florida
ITEM TESTED Compacted Foundation Fill - Addition Pad
RECEIVED
APR 2.4 7010
Permitting Department
St. Lode Countv
TEST LOCATION DEPTH *PEN
DRY MAX. DRY
PERCENT
OF SAMPLE READ
DENSITY PROCTOR VALUE
COMPACTION
1. N.E. 0" - 12" 50
104.2 108.8
95.8
2. Center 50
105.1
96.6
3. S.W. 50
104.7
96.2
Soil Description:
110.01 I I I
I I
Brown Sand with W
Shell Fragments E
I I I I
I 1
In Place Moisture: G
109 0 —
6.8 Percent H
I I I I
I I
T
Optimum Moisture:
12.0 Percent
I I I I
108.0
I I
P
Max. Dry Density:
C
I I I I
I I
108.8 P.C.F.
107.0
F
I I I I
I I
@ Test Locations The
I I I
I I
Density & Penetrometer
106.0
Readings Indicate the D
I I I I
I I
Degree of Compaction Meets R
I I I I
I
Minimum Required
105.0
for Staked Foundation
9 10 11 12
13 14 15
0�T�aken to Natural Grade.
* Pelr %%RWPf?6k
�F�� tY•.� itted:
Moisture - % of Dry Weight
�
p rLsid t�
.
�E.a '� IW. S'Ai je County Building Department
.
it.16:01plry'1 hotmail.com
all110%gonald G. Keller, P.E.: 37293 / SI Lic.
No.: 860 / Julie E. Keller, P.E.: 68366