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DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
:R ° VICIMS
I I'
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
RECEIVED
July 20, 2021
2105-0610
Tri R Construction
117 E Aldea Street
Port St. Lucie, Florida
JUL 2 2 2021
St. Lucie County
Permitting
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 215550-1d/BS/jam
NUC # 528
Nuc Model: MC-IDR-P
Nuc Serial #: MD049528
ITEM TESTED: Compacted Foundation Fill for Back Patio of House Pad
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1 East
2 Center
3 West
Soil Description:
Brown Sand
In Place Moisture:
8.7%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
110.7
0"-12"
it
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Unstaked Foundation
Respectfully Submitted:
45
106.5 110.7
96.2%
45
106.9
96.6%
45
105.5
95.3
112.0
W I I I I I I I
E111.0 L..�.._.._..�.._.._..�..�.._.._.._
I I I I I I I I
H110.0 •a—•• I ._ I_.. I •• I I .• I ._ I _
T I I I I I
1o9.o -j-- J _.I_..1.. I._..L..J.. I_.._
P I I I I I I I
108.0—..�.._.I_ _I._..1..-4.._ _.._
C I I I / I I I I
F 107.0 y.. I_..t.._�._..�.. �.._.�_..-
I
106.0 7.._.i_.._
D I
R 105.0—..y.._.i_..� .._i._..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 7/21/2021
Email to: Alonso_Pedro@att.net
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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