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t Phone:772-589-0712
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SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1SS7 and ASTM D 6938
KSMengineering.net
DATE TESTED:
March 30, 2022 RECEIVED
KSM JOB #: 2203272-1d/MR/dc
PERMIT #:
2107-04.6}
APR 0 G 2022
NUC # 276
Nuc Model: MC -DR
CONTRACTOR:
Adams Homes St. Lucie County
Nuc Serial #: MD40107276
Permitting
JOB LOCATION:
8327 Amalfi Circle
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" 49 108.7
110.2 98.6%
2 S.E.
48 108.0
98.0%
3 Center
47 107.6
97.6%
4 N.W.
48 108.5
98.5%
5 N.E.
47 107.3
97.4%
Soil Description:
Brown Sand
In Place Moisture:
10.2 %
Proctor Optimum Moisture:
10%
Proctor Max. Dry Density: P.C.F.
110.2
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
For a Staked Foundation
Respectfully Submitted: ,tiifniiri,
���•�Q`tG A McgR
Digitally
►' No: b984:
signed by Erie'. _
RJ, Item N, been elettroN<altY+anea _
aM.e.letl by Ed<A.MW., D.E. FL LIc. A McAra •��
ssea, oe m. aam,m.a a.eaiv,o en.
rpm o,me a da ui namrerc 'r^.
Pdmedm k,If- doa 11-1112 Date: :$ STATE 6 1V
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x r<drua_f'd am,ne 2022.03.31 .' .�,a A o'p:,
e4mom,moPm.n..r ...0 R;l.
14:11:17 NA' �ENG
-04 00
Eric A. McAra, P.E. Office Manager
PE # 69841 3/31/2022
Email to: rick.johnson@adamshomes.com
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7 8 9 10 11 12 13
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.
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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