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SOIL COMPACTION REPORT C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED:
June 9, 2021 KSM JOB #: 193167-2d/JM/bm
NUC # 215
PERMIT #:
2103-0622
Nuc Model: MC-IDR-P
CONTRACTOR:
Adams Homes Nuc Serial #: MD80404215
JOB LOCATION:
8521 Waterstone Boulevard
Lot 38-2, Waterstone
Fort Pierce, Florida
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" 15D 108.9 112.3 97.0%
2 N.E.
14D 108.5 96.6%
3 Center
16D 112.3 100.0%
4 S.E.
15D 111.0 98.8%
5 S.W.
15D 109.9 97.9%
Soil Description:
114.0 I I I I I I 1
Light Brown Shelled Sand with Some Clay W
E 113.0 J—.. �..—.i—.. � ..—i.—..� �..—.�—.._
In Place Moisture:
I I I I I I I I I
5.9%
H 112.0 �.. �..—.�—.. ..—�. —.. �..—.�—.._
Proctor Optimum Moisture:
T
111.0 t— J.._.I_...1.. 1._..L..J.. I_.._
0
10.0 %
p I I I I I I
Proctor Max. Dry Density: P.C.F. 110.0 — I — — I — — I — -
112.3
C I I I I I I
@ Test Locations the Density
& 109.0 I—
F
Penetrometer readings indicate the I I I I I
Degree of Compaction Meets
108.0
Minimum Requirement
D I I T I r
for Staked Foundation
R I I I I I I I
107.0..�..—.i_..t.._�.—..r..�.._.�—..�
Respectfully Submitted:
Y 5 6 7 8 9 10 11 12 13
Moisture - % of Dry Weight
Digitally signed
by Bryan E
Dahlke
�.., Date:
2021.06.10
12:37:44-04'00'
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 6/10/2021
Email to: rick.johnson@adamshomes.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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