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KELLER, SC,H�BE�C�ji & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-77�5' 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 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
Revised: March 15, 2019
DATE TESTED March 11, 2019 KSM JOB # : 171887-2d/MH/ct
PERMIT # 1712-0753
CONTRACTOR B & D Grading and Land Clearing
JOB LOCATION 581 Beach Avenue
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill - Final Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.W.
24" - 36" 51
111.6 112.0
99.6
2.
N.W.
If
50
110.3 if98.5
3.
Center
51
111.4
99.5
4.
S.E.
50
110.4
98.6
5.
N. E.
51
111.1
99.2
Soil Description:
113.0
Brown Sand with
W
I I I I I
Traces of Shell
E
I I I I I I
In Place Moisture:
I
I I I I 1 1
5.9 Percent
G
H
112.0
T
I I I I I I
Optimum Moisture:
I I I I I
11.0 Percent
P
I I I I I
C
111.0 �..—.1—. �.—..—�.—..�....—.._
Max. Dry Density:
112.0 P.C.F.
F
I I I I I
I I I I
@ Test Locations The
110.0 --
Density & Penetrometer
D
I I I I I
Readings Indicate the
R
I I I I I
Degree of Compaction Meets
Y
I I I I I
Minimum Required for
109.0 •1- — —1 — — - — 4..
Unstal, PeumdKion
8 9 10 11 12 13 14
11014
K < ®�°Aod
Moisture - % of Dry Weight
p tf' I .d
°
o °
' 3 m
d
er, P. E. 4
° Ide'TE
.� o
goop�*tf net
M I'� es
¢dp8.1;,, a W® 06nald G. Keller, P.E.:
37293 / SI Lic.
No.: 860 / Julie E. Keller, P.E.: 68366
A%L2ivi
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 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
Revised:. March 15, 2019
DATE TESTED February 27, 2019 KSM JOB # : 171887-1 d/SS/cv
PERMIT #
CONTRACTOR B & D Grading and Land Clearing
JOB LOCATION . 581 Beach Avenue
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill - 1st Lift
TEST LOCATION DEPTH
PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1. S.E. 0" - 12"
31
104.5 109.4
95.5
2. N.E.
37
106.1
97.0
3. Center
37
106.8
97.6
4. N.W.
30
104.2
95.2
5. S.W.
34
105.8
96.7
Soil Description:
Brown Sand
W
110.0 I I I I
I
E
I I I I
I
In Place Moisture:
I
I I I I
I
11.8 Percent
G
H
I I I _�•_• I ._.,�
109.0
T
I I I
I
Optimum Moisture:
I I I I
I
12.0 Percent
P
I I I I I
I
Max. Dry Density:
108.0 a-•••—•�—. _.�._.._�._..�...._.._
I
109.4 P.C.F.
F
I I I I
I I I I
I
@ Test Locations The
107.0
Density & Penetrometer
D
I I I I
I
Readings Indicate the
R
I I I I I
Degree of Compaction Meets
Y
I I I I
I
Minimum Required for
106.0 _4•
— — • • ,
Utistd99 °I Ue m4ation
Ki
9 10 11 12 13
14 15
y`•A� `� S .
d:
Moisture - % of Dry Weight
f �
n• 1 •'
P
f -
6
le a er f o
�° • f�reslc�� � :
� o
*Rbg-att.net
`moo �.
•••..•o• 1 ,
• �� m�iCOo�;;a
jO++"
�geape as@a�` Ronald G. Keller, P.E.:
37293 / SI
Lic. No.: 860 / Julie E. Keller, P.E.: 68366