HomeMy WebLinkAboutKSM REPORTKSM
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.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488
FAX (561) 845-8876 ST. LUCIE 229-9093
SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED September 7, 2005 SCANNED JOB # : f8Tclm
BY „,•-
PERMIT # 0504-1666 St. Lucie County P.O. #: Errchello
CONTRACTOR Pace 2000 O D
JOB LOCATION 94 Aqua Ra Drive
Lot 19 SEP 9 2005
Jensen Beach, Florida
ITEM TESTED Compacted Foundation Fill -- —�,
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" - 12" 175 109.8 112.3 97.8
2. S.W. 170 109.0 97.1
3. Center 180 110.1 98.0
4. N.E. 170 109.2 97.2
5. N.W. 175 109.6 97.6
Soil Description:
Brown Slightly Clayed Fine Sand
With Shell Fragments
In Place Moisture:
11.3 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
114.0 -1 1 1 1 1 1
w I I I I I I
E113.0—
G I I I I I I
H •L• — -I — — — — 1 T 112.0 —
P
I I I I I I
.111.0L
C I I I I I I
F110.0� — — —• — — —
• I I I I I I
D I I I I I I
R I I I I I I
Y
I I I I I I
108,0 T• •
9 10 11 12 13 14 15
Pen. Readings Taken to Natural Grade.
Respectf y Sub ' ed:
/:772-3
K�, P.E.,
0-730
livlivyTo:
• ��
St. Lucie County Building Department
Moisture - % of Dry Weight