HomeMy WebLinkAboutCompaction testI-WdgWrtel Fs
11345 U.S. Highway 1
• Sebastian, FL. 329580
• Orlando
723 Progress Way
Sanford, F10327710
DATE TESTED:
PERMIT #:
• CONTRACTO
• JOB LOCATIOP
T.Or L%I 49NME
•ZZ Z ANDjESTING
• SOIL COMPACTION REPORT*
ASTM D 1557 and ASTM D 6938
July 17�, 2020
2003 0674
Wynne Development
2 ae a
Ri rfront
ai ing
MPO Box 78-1377
stian, FL. 32978
hone: 772-589-0712
- C.A.# 5693
•KSMengineering.net
KSM JOB #:
NUC #
uc Model:
N• Serials.
203281-1d I CH/'o
417
3500%
1117
ITEM TESTED:
SLu' e Florida
Compacted Foundation Fill*
TEST LOCATION
*OF
DEPTH PEN 0 DRY •
0
- 9MAX. DRY •
PERCENT
SAMPLE
READ DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1. S.E.
0" - 12" • • 47 109.10
111.7
097.7%• -
• 2. S.W.
"* 43 108.4
110
•
97.0%
3. Center
45 108.6
97.2%
197.3%
• 4. N.E. •
45 108.7
"
405. N.WO
47 109.2
if
097.8%
• ? De cr'�"1'io'PI:
• B� Sad
• In Place Moisture:
10.8
Proctor 0ptimum 0 sture:
12.0%
Proctor Max. Dry Density: P.C.F.
111.7
TTest Locations t e Density
• Penetrometer readings indicate t e
• Degree of Co paction Meets
Minimum Requirement
• for Staked Foundation
�Res ectfully Submitt z4
�iiil ,�•,
Dry Weight
•• Q,vc6 • • Disclaimer: Contractor is responsible to maintain
thEWested area in the conditioWhat KSM
completed the indicated passed compaction test.
pATOF : W KSM is not responsible if the tested area has been
414OR1104-•����� fJJW d n d co .
p" Iwo-
1, SOON A%- \\O,. •
r Bryan E'ld�h1lkk�,%KE.
V.P. of Engineering
• PE # 8143 7/20/2020
*Email to: St Lucie Building Department
0 Proudly Serving Florida since 199FO