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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
February 3, 2021
2008-0455
N & A Construction
508 N. FFA Road
Ft. Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 210941-1d/CF/ah
NUC # 234
Nuc Model: MC -DR
Nuc Serial #: MD60308234
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION
PEN DRY MAX. DRY PERCENT
DEPTH
OF SAMPLE
READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. N.W. 0" - 12"
50+ 108.4 110.6 98.0%
2. N. E. I I
11107.5 1197.2%
3. Center 11
11107.8 1197.5%
4. S.E. I I
11108.8 1198.4%
5. S.W. I I
11109.2 1198.7%
Soil Description:
111.0 -
I I I I I
W I
Brown Sand
E I I I I
110.0 4—..—..—..—...—..—... —..—.. —...
In Place Moisture:
I I I I I
10.2%
H I I I I I
T
Proctor Optimum Moisture:
109.0 — �- —
12.0%
P I I I I I
Proctor Max. Dry Density: P.C.F.
c
108.0 :—..—.�—..—..—I..—..�..—..�..—...
110.6
F I I I I I
@ Test Locations the Density &
I I I
Penetrometer readings indicate the
g
. 1_..—.I._..—I.._..�..—..rt..—...
1070
D I
Degree of Compaction Meets
R I I I I
Minimum Requirement
y I I I I
for Unstaked Foundation
106.0
Respectfully Submitted:
Digitally 8 9 10 11 12 13 14
signed by Moisture - % of Dry Weight
This item has been elect--llys,g dand
Bryan E Disclaimer: Contractor is responsible to maintain
sealed by Bryan E. Dahlke, PE FL. Lie. 81439
-he dato itateddlrectlyt°the right using Dahlke the tested area in the condition that KSM
dig ital
a signature.
`"„de,`eas;g`dalnd=ealeda`dahe°°` completed the indicated passed compaction test.
signature be—i(led Date:
must °n any electronic
-p-
KSM is not responsible if the tested area has been
2�21.�2.�4
altered from the approved inspected condition.
14:42:34
Bryan E. Dahlke, P.E.
-05'00'
V.P. of Engineering
PE # 81439 2/4/2021
Email to: St. Lucie County Building Department; nandaconstructionl@gmail.com
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