HomeMy WebLinkAbout203730-1d Compaction SignedHeadquarters . C V t ENGINEERING Mailing
•11345 U.S. Highway 1 PO Box 78-1377,
*Sebastian, FL. 32958• fW
M AND ESTING tian, FL. 32978
,023 Progrrlando •s y2-589-0712
%Ph; -,a -es-.. /C.A.# 5693
SYYPA!CTION REPO T
*Sanford, FL•32771 • ASTM D 1557 and ASTM D 6938 'JS Mgineering. et•
• if
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DATE TESTED: August 10, 2020 KSM JOB #: 203730-1d/MH/jo
IT 2"0220_ "A • •631 -
•CONTPACTOP AAR oH—mes IQuc AM 1: f C-1DR-P
•J LO 5368 Lugo Stret Nuc Serial #: &30630A
• Lot 21, Block 141
Fort Pierce, Florida
ITEM TESTED: • 4fCompacted Foundation Fill •
TEST LOCATION DEPTH PEN DRY • —MAX. DRY • PERCENTO
•OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. S. W. •0" - 12" 50 106.2 110.9 95.8%
2. N.W•050 107.80 110 •97.2%0
V
3. Center 050 108.10 it 097.5%0
04. S.EO •" 050 106.70 096.2%0
•5. N. E. •" 050 107.0 096.5%49
•Soil Descripti 112.0 - • 1 1 • 1 1 • 1
Brown Sand W Ml
,E 1 01 1• •l 10 1
• i • •I • ISI • •1• I
In Place Moisture: •G 111.0 0 1 • • •l • 1 •
6.5% • •T I I I• I •I•
• PO�ti r
.12. P
0 110.0 �.._.i_.._ ._.._I.._.. IF i .._...
049 • • •. I •' • •' •
Proctor Max. Dry Density: P.C.F. C I I I I I
110.9 • 109.0—.._.I_.._.I._..—�._..�.. +.._...
• •F Mi •I • •I 1 •
st Loca ions a Densi &
y I I I I �
PerTetrometer readin s indicat the M i • • . • • " •. •
• g • •D 108.0 --.._.
0 Degree of Compaction Meets •"
• R1' I
,Minimum Requirement y I I I •I I
for Staked Foundation 107.0 — —
Respectfully Submitted: • 9601 00 11 0120 13 0140 1150
Wil
am
`��� 1c�'1.i tur - ° Dry ig
im
J �7 Di c
�'�••4�CENSF.,tc ;� lai e . Co r is po ibP t
• • ':� the tested area in the condition that KSM
sa3 ;
_,..� completed the indicated passed compaction test.
-p KSM is not responsible if the tested area has been
}� ST E OF altered from thea roved ins ected condition
.... • N
01
• President
• PE #68366 � (8/11/2120* ,Email to: St Lurie �ildi�gartment; rick.Johnson@ ams o�es.co
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