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KE ��LER, SCHLEICHER & MacWILLIAM ENGINEERING AND T
MAR 561
( ) www.ksmengineering.net
IN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1 E IA (77 5 122
PAL BEACH 845-7445 ' ' L N 1 8- 488
FAX ( 61) 845-8876 E-Mail: KSM@KSMENGINEERING.NET LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
KSM JOB #
183711 d/SS/cv
DATE
TESTED
October 24, 2018
: -1
P
RMIT #
1809-0582
C
INTRACTOR
Wynne Development
R
�F�'�o
SCANNEDBY
0�
JOB
LOCATION
2 Antigua
per�`r�/
S anish Lakes 1
p
Lucie County
Sr. "90
epd
Port St. Lucie, Florida
IT
M TESTED
Compacted Foundation Fill
!i EST LOCATION
DEPTH * PEN DRY
MAX. DRY
PERCENT
OF SAMPLE
READ DENSITY
PROCTOR VALUE
COMPACTION
1. , S.W. 0" - 12"
2. N.W. It
3. Center it
i
4. N.E. "
5. ii .E.
Sol Description:
Brawn and Gray
Sa d with Clay
In lace Moisture:
7.2 Percent
Op' limum Moisture:
11:0 Percent
Ma . Dry Density:
11 �.7 P.C.F.
i
@ Test Locations The
De;1,& Penetrometer
Re dings Indicate the
De tree of Compaction Meets
Mir` ipport fkggyired
,#b eff tion.
43
106.7 111.7
95.5
47
108.2 1196.9
43
106.9 of95.7
44
107.7 it96.4
47
109.3 it97.9
6ten to Natural Grade.
R'eeotfu ymitt:
W
E
I
G
H
T
P
C
F
D
R
Y
113.0 ! I I I I
j I I I I I
112.0—.�—..—�.—..�..—.. �..—..j—..—.
j AllII I111.0..—..jI I110.0 —I .I II II109.0i ..—..j—..—.
I
j I I I I I
I I I I I
108.0
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Lucie County Building Department
nnebc.com
In]
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366