HomeMy WebLinkAboutKSM REPORTe Hadquarters
, ENGINEERL_ aumg ,
11345' U SHighway 1
PO Box 78-1377 I
Sebastian, FL 32958 j AND TESTING Sebastian FLr 2978
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Phone 772 589-0712 `-
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723 Progress Wa "
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f Sanford, FL 32771 SOIL COMPACTION REPORT - KSMengineenr�gn
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_ ASTI1i1 U iS57.,,and ASTM D.2922
' DATE'TESTED tr", January34;'2020, -
'+KSM B# L2005021d/MH cv JO /
PERMIT # ` 1909
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0432
CONTRACTOR _ Wynne Deyelopment Corp
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JOB LCCATION 6580 Dulce Real Avenue
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Spanish Lakes Fairways
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`,Fort Pierce Florida r
ITEM TESTED Compacted,Foundatio-'nFill
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TEST LOCATION DEPTH 'PEN, 4 _
DRY MAX DRY ° ` PERCENT{ {,
OF SAMPLE READ , 'DENSITY PROCTOR YALgli (P.C:F) _COMPACTION c
1 WE. r 0" 12",, ,50 .
1089I-z 112.0 97 2%}
2 S.E. " .50
110.6 98 8%} i I
1 Center 50
109:3 i97 6%
1.4. N.W. 50
1088
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5 &W. SO
, r.971%:`ei*
109.1
W
13:
113.0 I l I I I I I I,'•}
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Soil 'Description
Brown Sand, l_
112,0 —I• a- :— ,{:- I ;_I
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In Place_ Moisture: H
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111.0 —, • — r
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Optimum Moisture. P .110,0
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L.—'
116%
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Max Dry Density: P.C.F.
F
112.0
1090 I+.:— F—.;.{.. ..I —I
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@ Test-LocMions The "
D
108.0
Density & Penetrometer ;
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Readings Indicate the . Y
;Degree oft6mpaction"Meets
107.0 •—,.=—••r•-=.—••�••-;--•-, ,
Mihim`ur`rf(agUfYgdrrjt--
8 9 40 11 12 13 14 115
for SaAr�EbiFpJ''
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Moisture of Dry Weight :
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Disclaimer, Contract responsible to"'maintain
the tested area An the condition that . KSM
completed the indicated passed compacti n test
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KSM is not responsible. if the tested -area has been
E # 81439 "�ti.nt�q�� ,.
2/3/2020 -
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altered from the approved inspected condition.
Email to dotty@wynnebc corn; St. Lucie .County Building Department
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`^ c Proudly Serving Fldnda since.1990
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