HomeMy WebLinkAboutcompaction testHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
�ES�ED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
1V 6v Ar ENGINEERING
4% AVL AND TFSTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
Jig 17, 2020
2004-0128
Wynne Development
6763•ar Pacifico
Spanish Lakes Fairways
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB: 202700-1d/MH/jo
NUC # 528
Nuc Model: MC-IDR-P
Nuc Serial #: MD049528
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1. S.W. 0" - 12"
50
110.6
113.4
97.5%
2. N.W.
111.4
1198.2%
3. Center
109.2
it
96.3%
4. S. E.
111.6
98.4%
5. N.E.
112.3
99.0%
•I
Descr�
115.0
Brown Sand with traces
W
E
I I
I I
I I
of Shell and Clay
In Place Moisture:
G
114.0 I
I I
I I
5
H
T
I
I
I I
Proctor Optimum Moisture:
113.0 I _
_ I. —I, . — ..
— , ,1, • — • • ,
11.0%
F,
ActolMal Dry Density: P.C.F.
C
I I
I
I I
11
112.0
-- — ---
F
I
I I
@ Test Locations the Density &
I
I I
I I
Penetrometer readings indicate the
111.0
Degree of Compaction Meets
D
R
I
I I
I I
Minimum Requirement
Y
I
I I
I I
for Unstaked Foundation
110.0
Wpectfully Submitted:
8 9
10 11
12 13 14
11 Moisture - % of Dry Weight
E, J��� '., Disclaimer: Contractor is responsible to maintain
'�•,.C\CEjv����•� the tested area in the condition that KSM
00 completed the indicated passed compaction test.
'�o• �"'�j� KSM is not responsible if the tested area has been
.b altered from the approved inspected condition.
• STATE O
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P 6 3�66 6/18/2020
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