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SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938 KSMengineering.net
REVISED:
February 22, 2021
DATE TESTED:
December 21, 2020
KSM JOB #:
206617-1d/CH/jo
PERMIT #:
2004-0484
NUC #
417
CONTRACTOR:
Adams Homes
Nuc Model:
3500
JOB LOCATION:
5213 Birch Drive
Nuc Serial #:
3417
Ft Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill - 1st & 2nd Lift
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1. S.W.
0" - 12" 40+
108.8 111.7
97.4%
2. N.W.
" "
109.1
97.7%
3. Center
" "
108.7
97.3%
4. S.E.
12" - 24" 40+
109.6
98.1%
5. N.E.
" "
110.1
98.6%
6. Center
" "
110.1
98.6%
Soil Description:
Brown Sand
113.0 - I I I
I I
W
E ' I I I
I I
In Place Moisture:
12.7%
112.0 1—..—.�.—..—�..—.. ..—..I—..—.I.—..-
G
H
Proctor Optimum Moisture:
T
111.012.0%
iaII
--....—
P
Proctor Max. Dry Density: P.C.F.
111.7
C 110.0 — ..--I
—
@ Test Locations the Density
&
F I ll
Penetrometer readings indicate
the
109.0—.I.—..—I..—..�..—..�..—.I.—..—
Degree of Compaction Meets
I I I
I I
Minimum Requirement
D I
for Unstaked Foundation
R I I I
y 108.0
I I
Respectfully Submitted:
9 10 11 12
13 14 15
Digitally Moisture - % of Dry Weight
signed by Disclaimer: Contractor is responsible to maintain
This item has been electronically signed and
81439
Bryan E Dahlke the tested area in the condition that KSM
n the dale slated directly to the right using
a digital signature.
ted cop s of this documents are— Date: completed the indicated passed compaction test.
nsidered signed and sealed and the
= mustbaverliiedonanyele<honl` 2021.02.22 KSM is not responsible if the tested area has been
10:16:21 altered from the approved inspected condition.
-05'00'
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 2/22/2021
Email to: St Lucie Building Department; edgar.marrero@adamshomes.com
Proudly Serving Florida since 1990