HomeMy WebLinkAboutCompaction Test Headquarters Mailing377
11345 U.S. Highway 1 PO Box 78-1
Orlando Sebastian, FL. 32958 TESTING Sebastian,
L. 2978
Phon -0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 15S7 and ASTM D 6938 KSMengineering.net
DATE TESTED: May 1, 2020 KSM JOB#: 202030-1d/CH/jo
PERMIT#: 2002-0743 NUC# 417
CONTRACTOR: Adams Homes Nuc Model: 3500
JOB LOCATION: 8116 Amalfi Circle Nuc Serial#: 3417
Lot 29, Waterstone
Fort Pierce, 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.E. 0"-12" 50 110.4 112.8 97.9%
2. S.W. it50 111.0 98.4%
3. Center 50 110.5 98.0%
4. N.E. 45 109.9 97.4%
5. N.W. 45 110.1 97.6%
Soil Description: 114.0
Brown Sand with traces of W
E I I I I I
Clay
In Place Moisture: G 113.0 —
11.8% H I I I I
T I
Proctor Optimum Moisture: 112.0 -
11.0% P I I I I
Proctor Max. Dry Density:P.C.F. C I I I I I
112.8 111.0 —..—.I—. —.1.—..-4.—..�..— ..�..—...
F I I I I
@ Test Locations the Density& I I I I
Penetrometer readings indicate the D 110.0 — — — I'—"—l'—"_i..t
Degree of Compaction Meets R I I I I I
Minimum Requirement Y I I I I
for Staked Foundation 109.0
Respectfully Submitte 8 9 10 11 12 13 14
Moisture-% of Dry Weight
• .< '� Disclaimer: Contractor is responsible to maintain
�\ •. G • • . the tested area in the condition that KSM
4y
�► _ completed the indicated passed compaction test.
W' KSM is not responsible if the tested area has been
�^
O� � altered from the approved inspected condition.
Bryfv6i
V.P. of Engineering.
PE#81439 5/4/2020
Email to:St Lucie Building Department; rick.johnson@adamshomes.com
Proudly Serving Florida since 1990
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