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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
FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM 1) 2922
DATE TESTED
December 29, 2017 KSM JOB #
: -if 3882-2d/MH/cv
PERMIT #
CONTRACTOR
J.A.F. Tractor and Bobcat Services
JOB LOCATION '
7924 Saddlebrook Drive
Port St Lucie, Florida
ITEM TESTED
Compacted Foundation Fill - Re -Test j
TEST LOCATION
DEPTH *PEN DRY II'AAA. DRY
PERCENT
OF SAMPLE
READ DENSITY PROCTOR tl,4LUE
COMPACTION
1. S.W.
0" - 12" 50 108.6 110.8
98.0
2. Center
50 109.E
98.6
3. N. E.
50 107.2
96.8
.Soil Description:
Brown Sand
In Place Moisture:
10.2 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
110.8 P.C.F.
FEB 2 6 2018
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minima bt 1 g�r,I�teOd,,
,.
for SJtb�•' ••�Fp 4T 66ta,,
* PerI` din [a ei1-to Natural Grade.
'pqq6ul Stu ml
-r
, t?II e rePT'.�: w
in 7�0
RM
Sys rvice@gmail.com
Mail �3`(1dpiel§, %%
112.0 1 I I I I I
W
E I I I I I I
I ! I! I II I I
' T111.) I t I I I
P
110.0—
� I I I it I
F
I I I I I I I
109.0—
D
R
108.0 _!- —1 •— 4 —
8 ti 1D 11 12 13 14
i
Moisture - % of Dry Weight
i
Ronald G. Keller, P.E.: 37293 / St Lic. No.: 860 / Julie E. Keller. P.E.: 68366
�►� 1711 -bSD5
'v
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AN'D
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
FAX
E-Mail: KSM@KSMENGINEERING.NET
LUCIE (772) 229-9093
C.A.: 5693
FAX (772) 589-6469
SOIL COMPACTION REPORT j
ASTM D 1557 and ASTINI C) 2922
DATE TESTED
December 29, 2017 KSM JOB
#
: 173882-2d/MH/cv
PERMIT #
-7(1 -0-503
CONTRACTOR
J.A.F. Tractor and Bobcat Services
JOB LOCATION
7924 Saddlebrook Drive
Port St Lucie, Florida
�I
ITEM TESTED
Compacted Foundation Fill - Re -Test
TEST LOCATION
*PEN DRY MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ DENSITY PROCTOR VALUE
I
COMPACTION
1. S.W.
0" - 12" 50 108.6 110.8
98.0
2. Center
50 109.3
98.6
3. N. E.
50 107.2.
96.8
Soil Description:
Brown Sand
W
In Place Moisture:
E
10.2 Percent
I
G
Optimum Moisture:
H
11.0 Percent
T
Max. Dry Density:
P
110.8 P.C.F.
C
@ Test Locations The
F
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
D
M'rjiMIJM- fR§rq�I}red
11 _ c v,r . , _
R
Y
�.
a'i I IT ies
akn to Natural Grade.
2rvice(c-gmail.com
112.0 ! I l I I I
I I I I I
111.0--.._..,
110.0-.._..j_..i_. _..._�. .. _..�.._.._
I I I! I I
I i4Vl I I I I
109.0 _..j I..—.i_.._.j. .._i._. �.._.._
108.0
I..
12 13 14
Moisture - % of Dry Weight
I
it
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
it
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