HomeMy WebLinkAboutSOIL COMPACTION REPORTKSM
KELLER, SCHLEICHER & MacWILLIAMI 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 RE.: 37293 S.I.: 860 MELBOURNE (321) 768-8488
FAX (561) 845-8876 ST. LUCIE V72) 229-9093
SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED : July 7, 2005 JOB# : 48336-ld/JL/cim
PERMIT # SLC 0503-0395
CONTRACTOR Alex Davis, Owner
JOB LOCATION 6802 Fort Walton Avenue
3/121, Lakewood Park JUL 13 2005
Fort Pierce, 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"
170
109.6 112.6
97.3
2. S.W.
12" - 24"
175
110.1
97.8
3. Center
24" - 36"
155
107.6
95.6
4. N.E.
0" - 12"
165
108.7
96.5
5. N.W.
.1
165
108.9
96.7
Soil Description:
Brown Slightly Clayed Fine Sand
In Place Moisture
9.4 Percent
Optimum Moisture:
Cil)
�Z AQ2 0
11.4 Percent
Max. Dry Density:
112.6 P.C.F.
114.0 1
W I I I
E 113.0 -
I
G I I I
H
T 112.0
P
. 111.0 1
C I
F 110.0
@ Test Locations The
Density & Penetrometer D
Readings Indicate the R 109.0
y
Degree of Compaction Meets
Minimum Required for Unstaked
Foundation 8 9 10 11 12 13 14
Pen. Readings Taken -to Natural Grade.
P,oespectfully Submitted:
P`E
Jc ounty aSng Depart;at--
Moisture - % of Dry Weight