HomeMy WebLinkAboutCompaction test�HWea dqua�i
11345 U.S. Highway 1
Sebastian, FL. 329580
Orlando
723 Progress Wa
*Sanford, FLO327771
DATE TESTED:
PERMIT #:
CONTRA
dJOB LORTIft:
ow I&V I ENGINEERING'
'Z117 AVL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
March
�2 �
2002-0032
Dave Golden Homes
A01 agonw eel Lane
Port St Lucie, Florida
ailing
APO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-07120
C.A.# 5693
KSMengineering.net
KSM
2010724WIjo
NUC # 630
Nuc�Model: MC-10R-P
Nuc Serial #: 30630
ITEM TESTED:
Compacted Foundation Fill - 3rd and Final Lift
TEST LOCATION
PEN DRY
MAX. DRY
PERCENT
D"
OF SAMPLE 0
READ DENSITY PROCTOR VALUE (P.C.F)
0 COMPACTION
01. S.E0 0 —
24" - 36'�50-109.7—
0 111.00 —
098.8%0
02. Center
it50 108.30
It97.6%
3. N.W o
•" 50 108.7
It97.9%
4. S.A
36" - 48" 50 106.3
IT95.8%
5. Center
"• 50 107.6
IT96.9%
Soil Description:
IT50 108.40
it97.7%
Brown Sand
112.0
eln PlactmoistRe:
dkL6-7Yo
Proctor Optimum Moisture:
011.0�0%00 0 ��0
0134 for MV DRY De sity:10C.F.
0111.0
'@ Test Locations the Density &
Penetrometer readings indicate the
*Degree of Compaction Meets
*Minimum Required
for Unstaked Founda ion
Respectfully Submitted:
W I ! •!•
E
1 010
H111.0 i—.�.—..�..——.�.—..�..—...
T I I I I �I41
P 110.0.._.I. �..—..L_.._.I.— .J.._...
C
j
I I I I
D
R
08 9 10 11 12 13 14
Moisture - % of Dry Weight
Disclaimer: Contractor is responsi• to maintain
the tested area in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
altered from the approved inspected condition.
Email to: St Lucie Building Department; dave@davegoldenhomes.com
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