HomeMy WebLinkAbout205985-3d - signed/ Compaction testHeadquarters
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 #:205985-3d/CH/ah
PERMIT #:NUC #417
CONTRACTOR:Homecrete Homes Nuc Model:3500
JOB LOCATION:8682 Lonesome Pine Trail Nuc Serial #:3417
Ft. Pierce, Florida
ITEM TESTED:Compacted Foundation Fill - Retest
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1. N.W.0" - 12"50 110.9 114.2 97.1%
2. N.E."50 111.2 "97.4%
3. Center "50 110.6 "96.8%
4. S.W.12" - 24"50 110.4 "96.7%
5. S.E."50 111.2 "97.4%
6. Center "50 111.1 97.3%
Soil Description:
Brown Sand with
Some Clay
In Place Moisture:
12.8%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
114.2
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Unstaked Foundation
Respectfully Submitted:
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 12/31/2020
Email to: admin@homecretehomes.com
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
December 30, 2020
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
110.0
111.0
112.0
113.0
114.0
115.0
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Moisture -% of Dry Weight