HomeMy WebLinkAbout202066-2d (1)Headquarters
11345 U.S. Highway 1
Sebastian, FL. 329580
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723 Progress Way
Sanford, 171032771
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NGINEERIN�u
A%%;%AVtX-- AN06TESTINC`
SOIL COMPACTION REPORy
ASTM D 1557 and ASTM D 6938
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*PO Box 78-1377
Sebastian, FL. 32978
Is Phone: 772-589-0712
K_ C.A.# 5693
SMengineering.net
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DATE TESTED:
May 4, 2020A
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KSM JOB #•
2020"/CH/jo
PERMIT #:
NUC #
417
�—
M00�.
111.0
CONTRACTOR:
Adams
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Nuc�Model:
3500
"LMAT"
Homes
5113 D�ve
010
fu1
110.0 I._.._l._..-j.._..1.._...
i6`rc�Fi
#:
3417
010
Ft. Pierce, Florida
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010
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Y
0 01 10 0 1
010
1 0
ITEM TESTED:
Compacted Foundation Fill - 2nd Lift
---I.._..T..-..1
12
13 14
TEST LOCATION
OF SAMPLE
DEPTH OPEN 0
READ
DRY
DENSITYO
*MAX. DRY
PROCTOR VALUE
PERCENT
M� oisture - % of Dry Weight
-
(P.C.F)
COMPACTION
1. S.W4O 0 — 0" - 12"_ 55 0
108.8
— 112.0
097.1Y.O _
2. N. W.
" 47
107.7
"
096.2%
3. Center
�" 50
108.2
it
996.6%
4. S.EW
9k. 50
108.0
"•
96.4%
*5. N. E. "
*Sol Description:
Tan Sand with*
Crushed Shell
In Place Moisture:
10.4 o
V Proctor Optimum Moisture:
11.0% 0
ProctD4y D*sit jC.F.
112.0 •
� 11111M•• ••
@ Test Locations the Density &
Penetrometer readings indicate the
• Degree of Compaction Meets*
• Minimum Requirement
0for Unstaked Foundation
45 107.5 " e 096.0%
4D
0W 0113.0 i •
•E I•
H
112.0 �..—.1_..—.I.—..
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T
P
•
111.0
•C
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4 •
F�•
10
I • I• I
010
110.0 I._.._l._..-j.._..1.._...
,D
. 01 10 1
10
010
1
R
• 1 10 1
010
1
Y
0 01 10 0 1
010
1 0
IU90 -12.._
80 99 10 o11
---I.._..T..-..1
12
13 14
M� oisture - % of Dry Weight
Disclaimer: Contractor is responsible 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.
V.P.6fr[WAMoity•
'PE # 81439 05/15/20209
Email to: joeandujar@yahoo.com; rick.johnson@adamshomes.com _
W 0 W Proudly Serving Florida since 1990