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KEL TIER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTI (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM B CH (561) 845-7445 MELBOURNE (321) 768-8488
FAX (56�) 845-8876 C.A.: 5693 P.E.: 37293 S.L: 860 ST. LUCIE (772) 229-9093
SOIL COMPACTION REPORT FAX (772) 589-6469
1 ASTM D 1557 and ASTM D 2922
DAT TESTED May 23, 2006 iCkTf JOB # : 603552-1d/JL/cim
PERT. IT # a601 0925 P.O. #: American Construction
I
CON RACTOR Michael Staelens Trucking EBY:.
IVED
JOB OCATION 471 Sunrise Drive 7()06
Lot 51, Tropical Acres
Fort Pierce, Florida ✓
ITEM TESTED Compacted Foundation Fill
4ST
LOCATION DEPTH
�OF SAMPLE
* PEN
READ
DRY MAX. DRY
DENSITY PROCTOR VALUE
PERCENT
COMPACTION
1. S.I. •0" - 12"
170
110.3 113.5
97.2
2.S .i I'll 12" -.-24"
200+
112.6
99.2
3. nter 24" - 30"
200+
112.8
99.4
4. N.. 0" - 12"
175
110.8
97:6
5. N.'
175
110.8
97.6
Soil Description,. ;
Brown Slightly,Silty,S;lightly i
115.0 n
Clay lid Fine Sand
W I I I I
I I
In Place Moisture:
E '
10.01 ercent
'
G I I I
I I
Optic um Moisture:
T113.0-I--___I____
104 ercent
I I I I
I
P I
112.0---- ---- --- ,----;
— -----
Max. Dry Density:
c I I I
I
113.5 P.C.F.
I I I_ I
F 111.0-�--- ----� --- — --
I I
--- ----
@ Test Locations The
I I I I
I I I I
I I
I I
Den I ty & Penetrometer
D
110.0 '
-I
--
Readings Indicate the
R I I I
I I
Degree of Compaction Meets
Y I I I I
I
Mini; um Required
109.0-r----i-----i-----i----t----T----i
8 9 10 11
12 13 14
* Pen. Readings -Taken -to Natural Grade.
Moisture - % of Dry
Weight
ectfully:Submitted:
RespqTio:
RoKelle,rDeTo:
fount
Lucid
Y v
Buifdin De
9
artment
pFax
772-878-1453