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723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
REVISED: PERMIT ADDED January 3,2022
DATE TESTED: December 3, 2021 KSM JOB#: 219952-1d/BSAO
PERMIT#: 21010005 NUC# 456
Nuc Model: MC-1 Elite J
CONTRACTOR: Albert Rolle Nuc Serial#: 31456
JOB LOCATION: 4803 Matanzas Avenue
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1 N.E. 0" -12" 45 108.2 109.01 99.3%
2 S.E. 108.5 99.5
3 Center 107.5 if98.6%
4 S.W. 107.7 if98.8%
5 N.W. if if108.0 99.1%
Soil Description: 110.0
Brown Sand W j I I I I I I I
E I I I I I I I I
1 109.0
In Place Moisture:
G I I I I I
9.6%
T 108.0 �—.. �.._.I_..+.. I._..�..�.. _.._
Proctor Optimum Moisture: I I I I I I I
10.0%
P 107.0
Proctor Max. Dry Density: P.C.F. I I I I I I I
109.0 C
106.0
@ Test Locations the Density& F I I I I I I I
Penetrometer readings indicate the
Degree of Compaction Meets 105.0 -I—
Minimum Requirement D I I I I I I I I
for Unstaked Foundation R
104.0
Respectfully Submitted: Y 5 6 7 8 9 10 11 12 13
Moisture-% of Dry Weight Q
',11,.111111flff/
:,KF�4 Disclaimer: Contractor is responsible to maintain the tested area
10ENSF..�,A;, in the condition that KSM completed the indicated passed
S compaction test. KSM is not responsible if the tested area has
o
: No. 83366 been altered from the approved inspected condition.
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'1..��C? ®•'� 1/3/2022
Eman:t®;,�; rtr811e63@gmail.com
Test report shall not be reproduced,except in full,without the written approval of KSM Engineering&Testing
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