HomeMy WebLinkAboutCompaction Test Headquarters WS C`112i ff EN G I N E I ISO PO Box 78-11377
11345 U.S. Highway 1
Orlando Sebastian, FL. 32958 . 1VIL AND TESTINGSebas
etian,L. 2978
-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: April 20, 2020 KSM JOB#: 201819-1d/SH/jo
PERMIT#: 2001-0641 NUC# 528
CONTRACTOR: Wynne Development Nuc Model: MC-10R-P
JOB LOCATION: 56 Spanish Way Nuc Serial#: MD049528
Spanish Lakes 1
Port St Lucie, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1. S.W. 0"- 12" 39 108.6 112.8 96.3%
2. N.W. 40 109.3 96.9%
3. Center 41 109.9 97.4%
4. N.E. 41 110.1 97.6%
5. S.E. 40 109.4 -97.0%
Soil Description: 114.0
Brown Sand with Shell W
E I I I I I I
113.0
In Place Moisture: G I I I I
10.9% H I I I I I
T
Proctor Optimum Moisture: 112.0 —.�—..—j. —�..—.. —..1---...
-r—•
11.0% P I I I I
Proctor Max. Dry Density: P.C.F. C I I I I I
112.8 111.0 T— —..—I.—.. 4..— .+..—...
F I I I I I
@ Test Locations the Density& I I I I
Penetrometer readings indicate the D 110.0 i — — —.I.—•'-'r'— --I — t —
Degree of Compaction Meets R I I I I
Minimum Requirement Y I I I I I
for Staked Foundation 109.0
Respectfully Submitted: 8 9 10 11 12 13 14
Moisture-%of Dry Weight
.loss soon of,,*# Disclaimer: Contractor is responsible to maintain
1E. % �,,` the 'tested area in the condition that KSM
®b�,•`�,�����GEtdSC Ct�,Q'', completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
a No. 66366 L a altered from the approved inspected condition.
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PE WN 4/21/2020
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