HomeMy WebLinkAbout215820-1d Compaction - signed.pdfHeadquarters
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Sebastian, FL. 32978
Phone: 772-589-0712
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KSMengineering.net
KSM JOB #:215820-1d/MH/jam
NUC #630
Nuc Model:MC-1DR-P
Nuc Serial #:30630
50 Huarte Way
Port St. Lucie, Florida
Compacted Foundation Fill for Mobile Home Pad
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 S.W.0" - 12"50 110.3 113.7 97.0%
2 N.W."50 110.7 "97.4%
3 Center "50 111.0 "97.6%
4 S.E."50 110.9 "97.5%
5 N.E."50 111.0 "97.6%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
7/28/2021
Email to: dotty@wynnebc.com
PE # 81439
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Soil Description:
JOB LOCATION:
PERMIT #:
CONTRACTOR:Wynne Development Corp.
21040687
Bryan E. Dahlke, P.E. V.P. of Engineering
Respectfully Submitted:
ITEM TESTED:
113.7
TEST LOCATION
OF SAMPLE
Proudly Serving Florida since 1990
Disclaimer:Contractor is responsible to maintain the tested area
in the condition that KSM completed the indicated passed
compaction test.KSM is not responsible if the tested area has
been altered from the approved inspected condition.
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
July 27, 2021DATE TESTED:
7.9%
12.0%
Brown Sand
Certified Women Owned Business - WBE
Minimum Requirement
for Staked Foundation
In Place Moisture:
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
108.0
109.0
110.0
111.0
112.0
113.0
114.0
115.0
7 8 9 10 11 12 13 14 15
W
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P
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C
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F
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D
R
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Moisture -% of Dry Weight