HomeMy WebLinkAboutCompaction test (2)Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED
I»:fPill[iF
T&P C01 t ENGINEERING
Ii1 &J JLYi AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
March 11, 2020
20020308
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 201201-1d/MH/jo
NUC# 630
CONTRACTOR: Wynne Builders
JOB LOCATION: 69 Grande Camino Way
Country Club Village
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill
Nuc Model:
Nuc Serial #:
MC-10R-P
30630
TEST LOCATION PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE READ
DENSITY
PROCTOR VALUE (P.C.F) COMPACTION
1. N.E. 0" - 12" SO
107.1
110.9
96.6%
2. S.E. " "
108.3
97.7%
3. Center
108.7
98.0%
4. N.W.
107.0
96.5%
5. S.W.
106.2
95.8%
Soil Description:
112.0
Brown Sand with traces of
W
E
I
I I I
Shell
In Place Moisture:
G
111.0 �•
—•�—••——••—I — �••—
—
4.0%
H
I I I I
I
T
Proctor Optimum Moisture:
110.0 t
•—•�— — — —L.—.. I„—„
I „—.,;
12.0%
P
I I I
Proctor Max. Dry Density: P.C.F.
C
I I I I
I
110.9
109.0
--- — ---
@ Test Locations the Density &
I I I I
I
Penetrometer readings indicate the
108.0 —
—
—
Degree of Compaction Meets
D
Minimum Required
R
Y
I I I I
I I I I
I
I
for Staked Foundation
107.0
— ;—•—••—••—>•—• —
T-- ,
9
10 11 12 13
14 15
Respectfully Submitted:
Moisture - % of Dry Weight
`��,�•`� E• K `�.,��� Disclaimer: Contractor is responsible to maintain
'1GEN LC �F the tested area in the condition that KSM
r' `SE"•;'9 %, completed the indicated passed compaction test.
"o. 183 — KSM is not responsible if the tested area has been
�.t.. ) /)�j]� altered from the approved inspected condition.
PEA# G$'386k1- ,.•' 3/12/2020
Email to: SY Lucie Building Department
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