HomeMy WebLinkAboutcompaction TestH 345 U.S.tees •fie NGINEEM G ' Mal inT
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11345 U.Highway 1 PO Box 78-1377
Sebastian, FL. 32958• jN• �/Z AN TESTING S�astian, FL. 32978
Orlando �� Poe: 772-589-0712
723 Progress Way SOIL COMPACTION REPORTM IM C.A.# 5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 •KSMengineering.net
DATE TESTED: Jul 30�, 2020 KSM JOB #: 203524-1d MH/jip
PERMIT #: 205-0039 NUC #W 630
CONTRACTOR: Homecrete Homes Nuc Model: MC -1
JOLOCA: 11001 S. Indian RivD * S •30630
Fort=, Flo=
ITEM TESTED: 9 DetachedGarage Pal% • •
TEST LOCATION 400 DEPTH *READ
*DRY• MAX. DRY � •PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. S. E. •
011-1211 50
104.5
106.8
97.8%
2. Center
it50
103.7
0110
097.1%
3. N.W.
it50
105.0
f
4098.3%
SoAe ription:
Grr a'trid Light Gra Sand
•• •
In Place Moisture:
3.0�% —
rP octor Opt mum oisture:
12.0%
Proctor Max. Dry Density: P.C.F.
106.8
est ocations t e Densi y &
Penetrometer readings indicate tF e
Deg re of Co paction Mg�ts
Minim Requirement a
for Unstaked Foundation
Respectfully Submitted:
DA
4Q'S Co
• . t4o.
•
108.0 - I •I
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106.0 �. —. 1-..- -..-I..-..
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103.0..—.;—..—.;.—.._�._..�.._..�..._..,
• •9• • 10• 11
120 013 •
14 •15 •
t*on
• o
•Disc a Cac or i ss responsiA tMR n Dain
ethe tested area in the condition that KSM
completed the indicated passed compaction test.
SKSM is not responsible if the tested area has been
a� altered from the approved ins ected condition
V.P. of Engineering.
PE # 81439 � • �/31/2020� � � �
Email to: St ucie Buildinj partment; ad n@ omecre eho es.com
Proly Serving Florid#since 19 0
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