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SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
KSMengineering.net
DATE TESTED: July 29, 2021
PERMIT #:
CONTRACTOR: St. Lucie Environmental Resources
JOB LOCATION: 5445 Palmetto Avenue
Fort Pierce, Florida
KSM JOB #: 215919-1d/BS/jam
NUC # 528
Nuc Model: MC-IDR-P
Nuc Serial #: MD049528
ITEM TESTED: Compacted Foundation Fill for the Bathroom Building
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1 Center
Soil Description:
Brown Sand
In Place Moisture:
9.8%
Proctor Optimum Moisture:
12.0 %
Proctor Max. Dry Density: P.C.F.
110.2
0" - 12"
@ 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:
2021.07.30
13:41:44
-04'00'
50
108.4 110.2 98.4%
112.0
W I I I I I I I
E 111.0 L..�..—..—...... �..�.._.,—.._
i I I I I I I I I
H110.0 �..
T I I I I I I
109.0..J.._.I_..1.. _..L..J.
P I I I I I I I
C 108.0 -4 -1—.. —1-4—A..— —.._
F 107.0 —1 I_..t I._..r..y.._.I
106.0 i..�..-.i-..T..-i.-..F..-1..-.i
D I I I I I I I
R 105.0—..y..—.�—..t..—�.—..r..�.._.i—..�
Y 7 8 9 10 11 12 13 14 15
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 7/30/2021
Email to: thompsonAM@stlucieco.org
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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