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Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
J
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
June 25, 2021
2103-0088
R & E Loader Service
4703 Sunset Boulevard
Ft Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 214792-1d/JM/bm
NUC # 215
Nuc Model: MC-IDR-P
Nuc Serial #: MD80404215
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" 14D
106.3
109.0
97.5%
2 S.W.
14D
106.4
97.6%
3 Center
15D
107.0
98.2%
4 N.W.
14D
105.8
97.1%
5 N.E.
15D
107.9
99.0%
Soil Description:
Brown Sand with Traces of Clay & Shell Fragments
In Place Moisture:
12.9%
Proctor Optimum Moisture:
13.0%
Proctor Max. Dry Density: P.C.F.
109.0
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Staked Foundation
Respectfully Submitted:
Digitally
signed by
Bryan E
Dahlke
Date:
2021.06.28
14:31:33
-04'00'
110.0 I I I I I I I
W I I I I I I I
E I
109.0 �..—.I_..t..—I._. �..—.I—.._
G I I I I I
T108.0-C—..�.._.�_..+.. I._..1..�.
I I I I I I I
P 107.0
C: I I I I I I I
106.0..J.. _..1.._I._..L_..J.._.I_.._
F I I I I I I I
105.0 -I—..—,.._.�_.. .._�._..� �.._.�_.._
D I I I I I I I
I I I I I I I
F 104.0—..�.._.o_..� .._o._..�.._;.._.i_..�
Y 8 9 10 11 12 13 14 15 16
Moisture - % of Dry Weight
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.
Bryan E. Dahlke, P.E. V.P. of Engineering
PE# 81439 6/28/2021
Email to: mcarthuresther@bellsouth.net
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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