HomeMy WebLinkAboutCompaction Test MILD Mailing
Xi Box 78
Headquarters E
11345 U.S. Highway 1 PO B -1377
Sebastian, FL. 32978
Sebastian, FL. 32958 r Ti I -s) Lor I, t' iN,, 'l if i�,r�1 S
Orlando Phone: 772-589-0712
723 Progress Way SOR.COMPA;".1101\1 111:130*RT C.A.#5693
Sanford, FL. 32771 As','wl D 1557;:�mi;1ASTIV! 1)6938 KSMengineering.net
DATE TESTED: April-14, 2020 KSM JOB#: 201748-1d/CH/ct
PERMIT#: 2002-0315 NUC# 417
CONTRACTOR: Wynne Developry%jent Corp. Nuc Model: 3500
JOB LOCATION: 5 Peru Nuc Serial#: 3417
Spanish Lakes Country Club Vill,-11--E�
Fort Pierce, Florida
ITEM TESTED: compacted Foundation Fill
TEST LOCATION PEN U Ir i V MAX. DRY PERCENT
OF SAMPLE DEPTH READ PROCTOR VALUE(P.C.F) COMPACTION
1. N.E. Off- 1211 50+ 1103, .112.7 97.9%
2. S.E. 97.5%
3. Center 97.0%
4. N.W. 1.U').l 97.7%
5 S.W. 11A).5 98.0%
Soil Description:
Dark Brown Sand WE
with Some Clay
. .
In Place Moisture: G ... ..........
10.8% H..
T
Proctor Optimum Moisture: A
11.0% P
Proctor Max. Dry Density: P.C.F. C
112.7
F
@ Test Locations the Density&
Penetrometer readings indicate the
Degree of Compaction Meets D
R
Minimum Required y
for Staked Foundation 109.0
Respectfully Submitted: 8 9 10 11 12 13 14
Moisture-% of Dry Weight
11isclairner: Contractor is responsible to maintain
I
0�! te�,ted area in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
21t,�red from the approved inspected condition.
S TA TEL 0 F ;7
Ad.
PE#656 4/15/2020
mail to: clotty@wynnebc.com; St. LuCIE! County,Building Departmen't
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