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SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
KSMengineering.net
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
May 28, 2021
2104-0260
Ryan Jay
7848 Germany Canal Road
Port St Lucie, Florida
KSM JOB #: 212646-3d/CF/bm
NUC # 234
Nuc Model: MC -DR
Nuc Serial #: MD60308234
ITEM TESTED:
Compacted Foundation Fill - Retest (Modified Pad)
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1 South
0" - 12" 40
109.6 110.3
99.4%
2 West
40
108.4
98.3%
3 Center
40
108.1
98.0%
4 North
45
107.3
97.3%
5 East
45
108.8
98.6%
Soil Description:
Gray Brown Sand with Traces of
Clay & Roots
In Place Moisture:
10.1 %
Proctor Optimum Moisture:
12.6%
Proctor Max. Dry Density: P.C.F.
110.3
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Staked Foundation
Respectfully Submitted:
Digitally
signed by
Bryan E
«hL" ,a
Dahlke
Date:
2021.05.28
14:11:45
-04'00'
112.0
W
E111.0
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H110.0
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T
109.0
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P107.0
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F
(
106.0 ,—
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._
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T-
D
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F:
105.0
1I I
I I I I I I
Y
6
7 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 5/28/2021
Email to: 5TDOC102@gmail.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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