HomeMy WebLinkAbout0512-0637 KSM SOIL COMPACTION REPORTKSM
KEL'LER, 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 MELBOURNE (321) 768-8488
FAX (561) 845-887aoANN C.A.: 5693 RE.: 37293 S.I.: 860 ST. LUCIE (772) 229-9093
SOIL COMPACTION REPORT FAX (772) 589-6469
[BY ASTM D 1557 and ASTM D 2922
St Lucie Coft
DATE TESTED April 5, 2006 JOB # : 602491-1d/BA/clm
PERMIT #- P.O. #: Indian River National
CONTRACTOR Shafranski Construction
JOB LOCATION 8351 South U. S. Highway 1
Lots 10 & 11
St. Lucie County, Florida
PUBLIC
s 2-006
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.W.
0" - 12"
48
105.6 108.6
97.2
2.
N.W..
1152
106.1 1197.7
3.
Center
12" - 24"
46
104.2 1195.9
4
N.E.
0" - 12"
50
105.9 If97.5
5.
S. E.
0" - 12"
51
105.8 it97.4
Soil Description:
Grayish Brown Sand
In Place Moisture:
5.6 Percent
Optimum Moisture:
12.2 Percent
Max. Dry Density:
108.6 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
110.01 I I I I I
w I I I I I I
E 109.0-I-----I----I-----I----t---- I-----
G I I I I I
T-
I I I I I
P I I I I I I
107.0— -- — -- ,— -- — —
C I I I I I
F--
• I I I I I I
D I I I I I I
1050=- --'-- =-----'----=----_----
R I I I I I I
Y '
I I I I I I
104.0
9 10 11 12 13 14 15
* Pen. R adings Taken to Na I Grade.
Respe f y Sub - d:
Rona . Keller,
Fax 5 9-9429
Deliv C py To: St. Luc County Building Department
Moisture - % of Dry Weight