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DATE TESTED
PERMIT #:
CONTRACTOR:
JOB LOCATION:
VP 40Ik 9 ENGINEERING
17AVL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
April 5, 2021
2012-0551
J.A.F. Tractor Services
401 East Midway Road
Ft Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 212538-1d/MH/bm
NUC # 630
Nuc Model: MC-IDR-P
Nuc Serial #: 30630
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1. S.E. 0" - 12"
50
111.9 113.3
98.8%
2. S.W.
50
112.0
98.9%
3. Center
50
111.4
98.3%
4. N.E.
50
110.9
97.9%
5. N.W.
50
111.9
98.8%
Soil Description:
115.0 -
I I I
I I
W
I
Brown Sand with Traces of Clay
E
I I I
I I
& Shell Fragments
I
I I I
I
G114.0.._.._.._..._.._..._..—.._..—.._...
In Place Moisture:
I I I
I I
5•9%
H
I I I I
I I
T
Proctor Optimum Moisture:
113.0 1— — �— — —I, . — • •
— • • �- • • —
12.0%
P
I I I
I
Proctor Max. Dry Density: P.C.F.
C
I I I
112.0 :—.._.I—.—.I._..—I.._..�..—..
I I
—...
113.3
F
I I I
I I
@ Test Locations the Density &
I I
I
Penetrometer readings indicate the
g
1110 I — 1_.._.I._.._I.._..�.._..rt.._...
.
D
I
Degree of Compaction Meets
R
I I I
I
Minimum Requirement
y
I I I
I
for Unstaked Foundation
110.0
Respectfully Submitted:
9 10 11 12
13 14 15
Digitally Moisture - % of Dry Weight
signed by Disclaimer: Contractor is responsible to maintain
T„i,—-been e1 dr— Ily sign¢°and Bryan E the tested area in the condition that KSM
¢ale° by Bryan E. —1ke, PE FL li
„e°a,e=.e°°Ire«iyo,„¢rig„81.39g Dahlke =Jlgltxlsignamre. completed the indicated passed compaction test.
Pri—doaie, of r„i, °oe�me- are
°ere°"°e °°"a'e °°`
d Date: KSM is not responsible if the tested area has been
m.g be.eri„—e ttro ,
P1P5 2021.04.06 altered from the approved inspected condition.
11:20:49
Bryan E. Dahlke, P.E.-04'00'
V.P. of Engineering
PE # 81439 4/6/2021
Email to: jaftractorservice@gmail.com
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