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DATE TESTED:KSM JOB #: 210314-2d/CH/jo
PERMIT #:NUC #417
CONTRACTOR:D & M Concrete Nuc Model:3500
JOB LOCATION:8005 Penny Lane Nuc Serial #:3417
Fort Pierce, Florida
ITEM TESTED:Detached Garage - Retest
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1. N.E.0" - 12"45 110.3 114.4 96.4%
2. Center "45 111.4 "97.4%
3. S.W."45 110.6 "96.7%
Soil Description:
Brown Sand
In Place Moisture:
11.9%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
114.4
@ 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 1/19/2021
Email to: St Lucie Building Department
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
January 18, 2021
2008-8378
111.0
112.0
113.0
114.0
115.0
116.0
8 9 10 11 12 13 14
W
E
I
G
H
T
P
.
C
.
F
.
D
R
Y
Moisture -% of Dry Weight