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Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #:214316-2d/JM/bm
NUC #215
Nuc Model:MC-1DR-P
Nuc Serial #:MD80404215
5440 Slash Pine Trail
Fort Pierce, Florida
Compacted Foundation Fill - Final Lift
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 N.W.0" - 12"15D 111.2 112.8 98.6%
2 N.E."14D 109.8 "97.3%
3 Center "14D 109.3 "96.9%
4 S.E."13D 108.6 "96.3%
5 S.W."14D 110.0 "97.5%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
6/16/2021
Email to: St. Lucie County Building Department; dave@davegoldenhomes.com
PE # 81439
11.3%
12.0%
Respectfully Submitted:
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
Certified Women Owned Business - WBE
Minimum Requirement
Soil Description:
ITEM TESTED:
112.8
TEST LOCATION
OF SAMPLE
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
June 15, 2021DATE TESTED:
PERMIT #:
CONTRACTOR:Dave Golden Homes
2103-0765
Bryan E. Dahlke, P.E. V.P. of Engineering
of Clay
for Staked Foundation
JOB LOCATION:
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
Brown Sand with Traces
In Place Moisture:
107.0
108.0
109.0
110.0
111.0
112.0
113.0
114.0
7 8 9 10 11 12 13 14 15
W
E
I
G
H
T
P
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C
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F
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D
R
Y
Moisture -% of Dry Weight