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SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
REVISED: PERMIT ADDED
July 22, 2021
DATE TESTED:
July 20, 2021
KSM JOB #: 213143-1d/MR/jam
NUC # 276
PERMIT #:
21010347
Nuc Model: MC -DR
Nuc Serial #: MD40107276
CONTRACTOR:
R & E Loader Service, Inc.
JOB LOCATION:
38 Sovereign Way
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 S.W.
0" - 12" 51 110.3
111.9 98.6%
2 N.W.
50 109.5
97.9%
3 Center
52 111.2
99.4%
4 S.E.
50 109.6
97.9%
5 N.E.
50 110.0
98.3%
Soil Description:
Brown Sand with Traces of Silt
In Place Moisture:
10.1 %
Proctor Optimum Moisture:
11.0 %
Proctor Max. Dry Density: P.C.F.
111.9
@ 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
„n...,,.ao ....,
Date:
1P5
2021.07.22
09:32:18
-04'00'
113.0
W I I I I I I I
E 112.0
I •
H111.0 J..—.I_..1.._ —..L.. _.l_.._
T
• I I I I I I I
410.0 !—..-1 1—..t. I.—..r..—I.. i_.._
P y I I I I I
109.0 �..
C I I I I I I I
108.0 —..——..—,..—...—.._
F I I I I I I
107.0 i..�.._.I—..�..—I.—..�..�..—.J—.._
• I I I I I I I
106.0..�..—.i—..+..—i.—..�..�..—.i—..�
6 7 8 9 10 11 12 13 14
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 7/22/2021
Email to: mcarthuresther@bellsouth.net
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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