HomeMy WebLinkAboutCompaction test Headquarters � 1 � ENGINEERING
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1.1345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958 TESTING , Sebastian, FL. 32978
Orlando AV& AND Phone: 772-589-0712
723 Progress Way. SOIL COMPACTION REPORT`' C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6939 KSMengineering.net .
DATE TESTED: May 7,'2020 KSM JOB#: 202149-1d/DJ/ct
PERMIT#: . 2002-0487 NUC# 404
CONTRACTOR: Adams.Homes Nuc Model: MC-1 Elite
JOB LOCATION_: 8129 Amalfi Circle Nuc,Serial#: 31404
Lot 26, Block 2,Waterstone
Ft Pierce, Florida
ITEM TESTED: 'Compacted Foundation Fill
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1. .N.W. 0"-.12" 40+ 114.0 114.9 99.2%
2.'N.E. 112.1 97.6%
3. Center " 114.3 99.5%
4.,S.E. 112.4 If97.8%
5. S.W.,
111.5 97.0%
Soil Description: 116.0
Brown Sand W
E
with Clay
In Place Moisture: G 115.0 •—
8.8%
H I I •
T � .
Proctor Optimum Moisture: 114.0
11.0% P 1
Proctor Max.Dry Density: P.C.F. C . I I I I I
114,9 113.0 _...4.. 4�.._---
F
@ Test Locations the Density&
Penetrometer readings indicate the -112.0 -- —•1_"—'I'— '—I'—"—i"- 't"-
Degree of Compaction Meets D
R I I I I 1
Minimum Requirement Y
for Unstaked Foundation . .111.0
Respectfully Submitted: - 8 9 10 11 12 13 14 -
Nvvttl"i lilt . Moisture-%of Dry Weight
Disclaimer: Contractor is responsible to maintain
�.`����'' • � �'� the tested area in the condition that KSM
� � . �,, � •.fie. -
;• completed the indicated passed compaction test.
139. �_ KSM is not responsible if the tested area has been
du zUji� altered from the approved inspected condition.
d� 1' P.+ o`�
PE#81439 5/8/2020
Email to.-- rick.johnson@adamshomes.com
Proudly Serving Florida since 1990