HomeMy WebLinkAboutKSM Soil Compaction ReportTip CA 19
Z%L-3AVL
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: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
Revised: October 10, 2018
DATE TESTED July 31, 2018 KSM JOB # : 180703-2d/SS/Ct
PERMIT #
CONTRACTOR
JOB LOCATION
1711-0364
TC Custom Homes
5001 Pinetree Drive
Fort Pierce, Florida
ITEM TESTED Slab Repair - Plumbing Cutout
TEST LOCATION
OF SAMPLE
1. West
2. East
Soil Description:
Fine Pale TanSand
In Place Moisture:
4.3 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
106.0 P.C.F.
DEPTH *PEN DRY MAX. DRY PERCENT
READ DENSITY PROCTOR VALUE COMPACTION
0" - 12" 39 102.0 106.0 96.2
" 37 101.4 of 95.7
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
gffgf'Ut?9tAI?d0q undation
-ken to Natural Grade.
ed:
•' P
• n
• •a
0
w
—
pre§i
a for c�hetruhome:com
107.0
W I
E I I I I I
I I I I I I
G 1_.._.I.—. J.._..1.
H 106.0 •- • — — -
T I I I I I
� I I
P I I I I I
105.0 -T.._...
C
F I I I I
104.0 T—•J_.._.I._.._l._..J.._..1.._.._
D I I I I I
R I I I I I
Y
103.0 �.._. �_.._.�._.._�.—..�.._.. .._..,
9 10 11 12 13 14 15
Moisture - % of Dry Weight
'Copi�
Ronald G. Keller, RE.:37293/SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
&- IVAYL
KELLER, SCHLEICHER & MaCWILLI•AM 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
PERMIT #
CONTRACTOR
JOB LOCATION
February 27, 2018
TC Custom Homes
5001 Pinetree Drive
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill - Addition Pad
KSM JOB # : 180703-1 d/SS/Ct
TEST LOCATION DEPTH * PEN DRY MAX. DRY. PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 36 106.2 108.4 98.0
2. S.W. 34 104.5 96.4
Soil Description:
Brown Fine Sand 109.0 1 I I I I I
W
E I I I I I I
In Place Moisture: I I I I I I
6.4 Percent G I I I I I I
H 108.0
Optimum Moisture: T I I I I
12.0 Percent p I I I I I I
Max. Dry Density: C
107.0 i-.._..i_. _.i_..-•I-••-•i - I•-••-
108.4 P.C.F. I I I I I I
F I I I I I
@ Test Locations The 106.0 I _ I _ I_ _ I — — I — — — —
Density & Penetrometer I I I I
Readings Indicate the R I I I I I
Degree of Compaction Meets Y I I I I I I
Minim %Mj?Aq jrgd 105.0 _..�—.._.�_.._.�_.._.� _..—�.—..
for.,Bt kt4 afig . 9 10 11 12 13 14 15
to Natural Grade.
wa .p'e ly Sub ted: ; Moisture - % of Dry Weight
•� PpDfIVEG
r Mi •
�s � A
Jet g E. ,CFF E ..: W
geroA wt?iome.com
143
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366