HomeMy WebLinkAboutcompaction report•MICNN �-`r-•
11345 U.S. Highway1 , • •PO Box 78-1377
•Sebastian, FL. 32958� � � � � A �n ��(�����* Sebastian, FL. 32978
9Orlando M �! J �Phone:772-589-0712
723 Progress Wa i SOIL COMPACTION REPORT• C.A.# 5693
•Sanford, FLW277� OSTM D 1557 and ASTM D 6938 KSMengineering.net
• •
DATE TESTED: June 19 2020 %S 202754d/W/jo
PERMIT #: 2005-0104 NUC # 630
• • •
CONTRACTOR: Wynne Builders Nuc Model: MC-IDR-P-P
JOB LOCATION: 8 Valencia Way Nuc S 30630�
*Spanish Lakes 1
• Port St Lucie, Flon a
ITEM TESTED: Compacted Foundation Fill
TEST LOCATIO DEPT PEN DRY MAX. DRY PERCENT •
- *CIF SAM59 READ DENSITY PROCTOR VALUE (P.C.F) • COMPACTION
•1. N. 0" - 12"-500 110.3_ • 112.2• 098.3%0 •
02. S.E. 050 109.6 97.7%0
3. Center •50 109.4• 97.5%0
4. N.W O 50 108.2 96.4%0
5. S.W. •50 109.0 97.1%e
Soil Description: • 114.0 -
•Brown Sand with T aces W
•of SFragm�ts •F 113.0 J— • �• • .I. • • f • T •
•In POW"*tur G • I• • I • • �� I I •
8.49/c H 112.0
T J_. _.�_.._.I._.. �._. _..T.._...
I • • • • • •
Proctor Optimum Moisture: I I I I I
012.0%004P 00 •P 111.0�—
•P c or 4P DRY DO'Pfity: C.F. C 110.0 — .. _ .. _.
•112.2 I 1 �._..�.._..T.._...
,@ Test Locations the Density & 109.0
• I 1 • I — I �• T•
Penetrometer readings indicate the • I • • I I • I
Degree of Compaction Meets 108.0 J—OR
—
*Minimum Requirement Y I I� I 001 I • • I •
*for Staked Foundation 107.0 — — • • — - T — ,
%pitfully Su it die 9 10 11• 12 13 %14 15
1111it� .- • • � � •_
Moisture - % of Dry Weight
"` Disclaimer: Contractor is responsible to maintain
�� ' `DENS •'� the tested area in the condition that KSM
_— o'. completed the indicated passed compaction test.
��`° • W KSM is not responsible if the tested area has been
altered from the approved inspected condition.
• ESS�I���`��
V.P. 'h!A0heeWg
PE# 81,139 6/22/2020
Email to: St Lucie County Buildin De artmel • • • _
M0 Proudly Serving Florida since 1990