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Orlando
Phone: 772-589-0712
723 Progress Way
SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
KSMengineering.net
DATE TESTED:
March 29, 2022
KSM JOB # : 211934-1pd/SP/dc
PERMIT #: 2103-0921
CONTRACTOR:
A & G Concrete Pools, Inc.
NUC # 234
Nuc Model: MC -DR
JOB LOCATION:
633 Southeast Hidden River Drive
Nuc Serial M MD60308234
Port St. Lucie, Florida
PO:
210298/Charette
ITEM TESTED
Pool Backfill Compaction
TEST LOCATION
PEN DRY MAX. DRY PERCENT
DEPTH
OF SAMPLE
READ DENSITY PROCTOR
VALUE COMPACTION
1 North
0'-1' 40+ D 102.9 105.4 97.6%
2
1'-2' 40+ D -
It95.0 % +
3
2'-3' 40+ D -
95.0% +
4
3'-4' 40+ D -
95.0% +
5 West
0'-1' 40+ D 101.2 105.4 96.0%
6
1'-2' 40+ D -
it95.0% +
7
2'-3' 40+ D
It95.0% +
8
3'-4' 40+ D -
It
95.0% +
9 South
0'-1' 40+ D 102.5 105.4 97.2%
10
1'-2' 40+ D -
95.0% +
11
2'-3' 40+ D -
95.0% +
12
3'-4' 40+ D -
95.0% +
Soil Description:
Dark Brown Sand
In Place Moisture:
8%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
105.4
@ Test Locations the Density &
Penetrometer reading indicate the
Degree of Compaction Meets
Minimum Requirement
For Unplumbed Backfill
Respectfully Submitted:
cENS�R'9
Digitally
No 69841
signed by Eric` I-
K.�,a�.x...R� A McAra - -
�,"„�- Date: STATE OF
- .� =d" 2022.03.30
�P OR1 •♦ ��
10:05:28 �''.,SSjpNAL E�;.% %%
-04 00' till, ►+�`
107.0 I I
E 1os.o 1-- J•._a._..L.. J.._ I._..L.. J.._.
G 105.0—..�.._1._..r.. _.I._ �.._.
H I
T 904.0
I I I I I
P 103.0.._i. �..�.._.�._..�.. �.._.
C I 1 I I I I I
102.0
F
100.0
6 7 8 9 10 11 12 13 14
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain the pool backfill
in the condition that KSM completed the indicated passed
compaction test. KSM is not responsible if the poolbackfill has
been altered from the approved inspected condition.
Eric A. McAra, P.E. Office Manager
PE # 69841 3/30/2022
Email to: abirmingham@angpools.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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