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Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
Revised: 'November 12, 2020
DATE TESTED:KSM JOB #:205596-1d/CF/jo
PERMIT #:NUC #234
CONTRACTOR:Shannon Frechette Nuc Model:MC-DR
JOB LOCATION:5607 Birch Drive Nuc Serial #:MD60308234
Fort Pierce, Florida
ITEM TESTED:Compacted Foundation Fill - Detached Garage
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1. S.E.0" - 12"50+107.9 110.9 97.3%
2. S.W.""109.8 "99.0%
3. Center ""108.1 "97.5%
4. N.W.""109.2 "98.5%
5. N.E.""108.7 "98.0%
Soil Description:
Dark Brown Sand
In Place Moisture:
9.3%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
110.9
@ 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 11/12/2020
Email to: jcc.concrete.plus@aol.com
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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
November 5, 2020
2009-0040
105.0
106.0
107.0
108.0
109.0
110.0
111.0
112.0
9 10 11 12 13 14 15
W
E
I
G
H
T
P
.
C
.
F
.
D
R
Y
Moisture -% of Dry Weight