HomeMy WebLinkAboutCompaction reportHeadquarters —
4011345 U.S. Highway 1
•Sebastian, FL. 32958
Orlando—
•723 Progress Way
*Sanford, FL. 32771
dDMEESTED:
VRMIT #:
*CONTRACTOR:
41NOB LOCATION:
ITEM TESTED:
IrItIV69 ENGINEERING P— 8-113787•
17 I Z N D TESTING. •P netian, L. 0712•
SOIL CO PACTIO REPORT C.A.# 5693,
•ASTM D 1557 and ASTM D 6938 S gi ing. eto
M •
July 8, 2020
402002-03070
*Wynne DWot•
04 Hidalgo
Spanish Lakes 1
Port St Lucie, Florida
7
ed Foundation FIII
WWW 4f
KSM JOB #: 203097-1d/DJ/jo
•
• Imus- #
404
NP Model:
-1 Elit
61
Nuc S
31404
TEST LOCATION DEPTH PEN DRY _ MAX. DRY • PERCENT•
OF SAMPLE • READ • DENSITY PROCTOR VALUErC.j • COMPACTION
1. S. W. 011-1211
2. N.W. "•
03. Center "
•4. N. E. "
•5. S.E. "
Soil Description:
Brown Sand with traces •
of Clay and Shell Fragments
1In Place Moisture:
13.19/60 •
•Procto�Opt* . t e:
12.0%
Proctor Max. Dry Density: P.
•110.9 • • • •
•@ Test Locations the Density &
•Penetrometer readings indicate the
Degree of Compaction Meet
Minimum Requirement!
for Staked Foundation
•Respectfully Submitted:
m
♦♦ti♦♦ `c E • KC -4
•; ,Jv��C ENS•'•.•. `A
t No. 68366 r
40+
9S TAT F • -
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IW
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T
40
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,F
D
R
Y
107.4 110.9 96.8%
0108.70 98.0%0
110.80 99.9%0
• 109.1• 98.4%0
108.30
112.0 •I I •I I• •I
� •I I •I I• •I
•I• • I• •I 1091 •
110.0
109.0—.._.l—. _.1._.._4.—..�� �4-.._...
I 1691 1
11800 i—.._.I.�.�f.�..�.._..rt..of �,..
� •I I •I I•
•I I •I I•
107.0..—.;—.._.;.—.._�._..�.._..T.._..,
M 9 • 10 1141012 13 •14 • 150
tur - % of D Weight
Disclair Co a 1 PC sible to Antain
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.•
• • •
6—PE # 68366 7/9/2020
OE .1 NLC Buil g Dep rtme t
0 Proudl Serving Florida since 1990