HomeMy WebLinkAboutCOMPACTION TEST - PERMIT 2110-0457.pdfHeadquarters
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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
KSM JOB #:2201057-1d/CH/jam
NUC #417
Nuc Model:3500
Nuc Serial #:3417
1489 Northwest Sweetbay Circle
Palm City, Florida
House Addition - 3' x 4'
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 South 0" - 12"55 D 110.5 112.6 98.1%
2 Center "55 D 111.2 "98.8%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
1/31/2022
Brown Sand with Clay
Proudly Serving Florida since 1990
Certified Women Owned Business - WBE
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.
Julie E. Keller, P.E. President
PE # 68366
Email to: fdr@fdrcontractors.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
112.6
Minimum Requirement
For a Staked Foundation
Respectfully Submitted:
In Place Moisture:
9 %
10 %
TEST LOCATION
OF SAMPLE
Soil Description:
PERMIT #:2110-0457
CONTRACTOR:FDR Contractors
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED:January 31, 2022
ITEM TESTED:
JOB LOCATION:
107.0
108.0
109.0
110.0
111.0
112.0
113.0
114.0
5 6 7 8 9 10 11 12 13
W
E
I
G
H
T
P
C
F
D
R
Y
Moisture -% of Dry Weight