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SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
KSMengineering.net
DATE TESTED:
RECEIVED
March 30, 2022
KSM JOB #: 2203231-1d/MR/dc
PERMIT#:
E108-05 APR 0 6 2022
NUC# 276
y
Nuc Model: MC -DR
CONTRACTOR:
Adams Homes St. Permittingn�
Nuc Serial #: MD40107276
JOB LOCATION:
8328 Amalfi Circle
Fort Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN DRY MAX. DRY PERCENT
OF SAMPLE
DEPTH
READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1 N.W.
0" -12" 48 107.7
110.6 97.4%
2 N.E.
1148. 107.9
97.6%
3 Center
1149 108.3
97.9%
4 S.W.
47. 106.7
" 96.5%
5 S.E.
If
47 107.4
" 97.1%
Soil Description:
Brown Sand
In Place Moisture:
9.5 %
Proctor Optimum Moisture:
12 %
Proctor Max. Dry Density: P.C.F.
110.6
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
For a Staked Foundation
Respectfully Submitted:
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Digitally Sig
by Eric A Mc
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Date:
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2022.03.31
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112.0
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R 106.0L..J.._.I._..L..J.._.
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105.0 4--...._._..�..�. _.;._......_.,
7 8 9 10 11 12 13 14 15
Moisture - % of Dry Weight
;-r,+
No;ssaai1.
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
:STATE OF
been altered from the approved inspected condition.
Eric A. McAra, P.E. Office Manager
PE # 69841 3/31/2022
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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