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KSM
KELLER, SCHLEICHER & MacWILLIAM 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 C.Ä.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ITE~,,1 TESTED
TEST LOCATION
OF SAMPLE
1 South
2
3
4
5 North
6
7
8
9 East
10
11
12
May 21,2007
SLC 0705-0096
Adams Consulting and Design ._.~......>~
~"
9017 Short Chip Drive <\tì~\~~
~.:' ",.4
36/0 '\~~
St. Lucie County, Florida
Pool Deck Backfill
DEPTH
0' - l'
l' - 2'
2' - 3'
0' - l'
l' - 2'
2' - 3'
0' - l'
l' - 2'
2' - 3'
Soil Description:
Brown Slightly Silty Slightly
Clayed Fine Sand
I n Place Moisture:
12.2 Percent
Optimum Moisture:
11.6 Percent
Max. Dry Density:
112.3 P.C.F.
@ Test Locations the Density &
Penetrometer Readings Indicate
the Degree of Compaction Meets
Minimum Required.
,* Pen. Readings Taken to Natural Grade.
Respectfully ubmitted:
JOB # : 701415-1pd/JL/clm
RECEIVED
JUN 1 1 2007
Public Works
St. LUcie County, FL
* PEN DRY MAX. DRY
READ DENSITY PROCTOR VALUE
PERCENT
COMPACTION
99.3
95.0+
95.0+
190
200+
200+
111.5
112.3
200+
200+
200+
111.7
112.3
99.5
95.0+
95.0+
190
200+
200+
111.3
112.3
99.1
95.0+
95.0+
114.0 1
w
E I I I I I I
I 113.0 ..I.- · · - -. - - - - --I - - - - -. - - - - L - - - - ...... - · - -
G I ! I I I !
H I I I 1
T 112.0-;-----.---- .-----. ---;-----;-----
1 I I I I I
.
p 111.0 +- - - - - - - - ~ - - - - -1- - - - - - - - +- - - - -
. . . . . .
I I I 1 I 1
110.0 i- - - - -j- - - - -i - - - - -j - - - - r - - - - i- - - - -
F I I I . . .
1 1 1 I I 1
109.0 ...L..- - - - ..- - - - ~ - - - - -1- - - - L - - - - ..L. · - - ·
I I 1 I I I
c
D
~ 108.0 +- - - - -!- - - - ~ - - - - -!- - - - ~ - - - - +- - - - I
9 10 11 12 13 14 15
Moisture - % of Dry Weight
. ler, P. .
-8108 S ...~~. 07
py To: St. Lucie County Bldg. Dept