HomeMy WebLinkAboutCompaction Test (2) Headquarters C� IL AN E N G I N E E R I Mailing
11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958 XX JLVL AND TESTI Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way' SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: April 30, 2020 KSM JOB#: 202013-1d/CH/jo
PERMIT#:. 2002-0551 NUC# - 417
CONTRACTOR: Wynne Development Nuc Model: 3500
JOB LOCATION: 20 Azul Nuc Serial#: 3417
Country Club Village
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION PEN DRY MAX.DRY PERCENT
DEPTH
OF SAMPLE READ DENSITY-- PROCTOR VALUE(P.C.F) COMPACTION
1:" N.W. 0"-1211 50 107.7 109.7 98.2%
2. N.E. 45 106.9 97.4%
3. Center 45 .106.6 97.2%
4. S.W. 50 107.0 97.5%
5. S.E. 45 106.5 97.1%
Soil Description: 111.0
Brown Sand with some E
Shell I_
In Place Moisture: G 110.0
11.8% H
T
Proctor Optimum Moisture: 169.01-- - j-. — —� - — —
12.0% P I. —
I j j
Proctor Max.Dry-Density:P.C.F. C109.7
F i
@ Test Locations the Density;& j
Penetrometer readings indicate the 107.0 — j— — j — —r — -j - t••—
Degree of Compaction Meets D
Minimum Requirement - R
Y
for Staked Foundation 106.0
Respectfully Submitte 9 10 11 12 13 14 15
��`� �• "��, - Moisture-%of Dry Weight
AS � a,�0�• . :� Disclaimer: Contractor is responsible to maintain
39
the tested area" in the condition that KSM
LU completed the indicated.passed compaction test.
' tp,f O •,:�,`: KSM is not responsible if the tested area has been
'Pl C)w ,• ey altered from the approved inspected condition.,
•r1'"''SIO i A�-�`:,
Bryanit!i15h1H1Ve, P.E.
V.P.of Engineering
PE#81439 5/1/2020
Email to: St Lucie Building Department
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