HomeMy WebLinkAboutCompaction Test (2)Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
DATE TESTED:KSM JOB #:210335-1d/SS/ct
PERMIT #:NUC #215
CONTRACTOR:Dave Golden Homes Nuc Model:MC-1DR-P
JOB LOCATION:3601 Arnold Road Nuc Serial #:MD80404215
Fort Pierce, Florida
ITEM TESTED:Compacted Foundation Fill - 2nd & Final Lift
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1. N.E.24" - 36"40 108.9 111.8 97.4%
2. Center "38 107.4 "96.1%
3. S.W."41 107.8 "96.4%
4. S.E.12" - 24"42 108.0 "96.6%
5. Center "44 109.0 "97.5%
6. N.W."46 109.2 "97.7%
Soil Description:
Brown Sand with Clay
In Place Moisture:
12.8%
Proctor Optimum Moisture:
13.0%
Proctor Max. Dry Density: P.C.F.
111.8
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
Respectfully Submitted:
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 1/22/2021
Email to: dave@davegoldenhomes.com
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
January 21, 2021
2010-0527
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.
Proudly Serving Florida since 1990
108.0
109.0
110.0
111.0
112.0
113.0
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Moisture -% of Dry Weight