HomeMy WebLinkAboutCompaction testea qua ers
11345 U.S. Highway 1
Sebastian, FL. 3295810
Orlando M
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATIOIP
is �
ITEM TESTED:
T,0rL%% I NGINEERI G
ZZ rZ AND;ESTING
SOIL COMPACTION REPOR7O
ASTM D 1557 and ASTM D 6938
Au ust 6 2020
2006-0684
Adams Homes
5339 e�' spera street
Lot 127 B 5, aterst
F tP' �,F�i
Fwt ; i 4 IR•
Compacted Foundation Fill - Retest
ranng
PO Box 78-1377
Sebastian, FL. 32978
)KOS;e&ng 772-589-0712
C.A.# 5693
ineering.net
KSM JOB #:
203651-2d/MH 'o
NUC #
630
Nuc Model:
SMC -1
NIceS rial #:
030630
ST LOCATION
�EOF SAMPLE
40
PEN
• EA •
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1. S. W, 0 — 0" - 12"_ 50 •
107.8
• 111.1 0 —
097.0% _
2. N. W.
0"
50
109.3
�"
98.4%
3. Center
i
50
108.6
� ,
4097.7%
4. S.E.
D•109.0
L
50
107.7
R0 1-, I
096.9%
5. N. E.
Y
�! I
50
108.2
108.0
86 9
097.4%
Soil Descr'ipIWon.
Brown Sand*h Shill
Fragments 4
In Place Moisture:
9.5% —
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Densit : P.C.F.
111.1
@ Test Locations t e Density
Penetrometer readings indicate*e
Degree of Copaction Meets
Minimum Requirement
for Staked Foundation —
Respectfully Submitt
.0 •E
W9113- I
All
I
1 01 1
',e1
a—.._.i_.._.I._..—i._..
lee** I�
—i..—.. .._...
64112.0
H40 10
I
Ole
i
01 1*
T 1�
—
—. J.._..1.._...
P0111.0
C j00I
I00I•,I •
6110.0 i_ ._.1._.._�._..
F
Oil
�.. �..._...
I ,I I
� ,
D•109.0
L
R0 1-, I
Y
�! I
���
• �I I -
108.0
86 9
10
•.—I
X1140 12 134
o i s ure - 9/77Dry Weight
��� •' oG . • 3 •DISC aimer: Contractor is responsi e to maintain
Othtested area in4iheondition that KSM
:� a UJcompleted the indicated passed compaction test.
W
JOKSM is not responsible if the tested area has been
�- ? f a d Wi s c co n.
•••
N
Bryan E.'I9AF> W,'KE.
V.P. of Engineering
PE # 81439 8/7/2020
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