HomeMy WebLinkAboutCompaction Test11345 U.S. Highway 1
•Sebastian, FL. 329580
Orlando •
723 Progress Way
*Sanford, FI.3277110
90�1•t ENGINEERING
f A NDJESTING
ASOIL COMPACTION REPORT
STM D 1557 and ASTM D 6938
Mai ing
�PO Box 78-1377
Sebastian, FL. 329780
hone: 772-589-07120
40C.A.# 5693
KSMengineering.net
DATE TESTED: June 26 2020 KSM JOB #:
PERMIT #: 2004-0447 NUC #
CONTRACTOR: Carol Duygo Nuc Model:
411OVOCATI04: 5310 5uL� 0�rial�
F ro t Pierc , FI rich
ITEM TESTED: • Compacted Foundation Fill - 5' x 19' Addition off Lani
TEST LOCATION
*OF SAMPLE
1. South End
,2. North End
• •
• Ak
S6 DescripTion:
• B o�iu Gray Sa d
4 4
In Place Moisture:
5.6
Proctor Optimum 0 sture:
11.0%
DEPTH PEN DRY _MAX. DRY _
READ DENSITY PROCTOR VALUE (P.C.F)
0" - 12" 50 106.4 110.2
• "• 50 105.9 1'*
Proctor Max. Dry Density: P.C.F.
110.2
W@ Test Locations the ensity &
• Penetromet(readings indicatei�ie
• Degre of Co paction Meets
Minimm ReTjirement
*for Staked Foundation
Respectfully Submitted:
202869-1d MH jo
630
MC-IDR-P
030630
PERCENT•
COMPACTION
96.6%
96.1%
112.0 - I I• I •I•
•W• • 1 •
E I •I• I •I•
I 1 •I••I••I• 1•
T I 9 I *1• 1 Ole
1
110.0 �..-.�-..—.1.— -.. J..-..1..
P
C j• 1 •.• 1 1
109.01..—..-4..�+..—...
F i • • j•�, I, •
I • •. •!•
D 108.0 -
R
Y I I• I •I
107.0..-.;_.._.�.-..-r.-..�..-..T..---
• 80 •9 10 0110 12 •13• 14
•
`````•�illre
10
�. . • '�' i. Disc a'-1aimer: Con rac or isY responsi e o main ain
the tested area in the condition that KSM
.n completed the indicated passed compaction test.
OF j KSM is not responsible if the tested area has been
altered from the approved inspected condition
V.P. of Engineering • _
•PE # 81439 6/29/2020
*Email to: StTucie Bui ing epartment; c uygo ya oo.com
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