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723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSM engineering.net
DATE TESTED: March 28, 2022 RECEIVED KSM.JOB#: 2203173-1d/NE/dc
PERMIT#: 21040108 NUC 28
APR 0 4 2022 Nuc Model: MC51DR-P
CONTRACTOR: Adams Homes St.Lucie County Nuc Serial#: MD049528
Permittino
JOB LOCATION: 763 Altura Street
Lot 18
Port St. Lucie, Florida
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ITEM TESTED: Compacted Foundation Fill j
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1 S.E. 0" - 12" 40+ D 109.2 ( 113.6 96.1%
2 S.W. 40+ D 109.6 j 96.5%
3 Center 40+ D 110.6 97.4%
4 N.W. 40+D 108.1 95.2
5 N.E. 40+ D 110.3 TV97.1%
Soil Description:
Brown Sand With Clay And Shell Fragments W 115.0
I Ij l I I I I I
In Place Moisture:, E 114.0 T I I I I I I
9.2% H 113.0 T— _.I._..L..J _.I._. J.._.
Proctor Optimum Moisture: T l I I I I I
Proctor Max. Dry Density: P.C.F. P I I I I I I
113.6 C 111.0 �—..�. _.'._ 17''-1 ._.i._..�.. I.._.
F I I I I I I I
@ Test Locations the Density& 110.0 -�• — —• — — —
Penetrometer read ings.indicate the D I i I i i
Degree of Compaction Meets R 109.0 L••J —J._..L..J.._J._.I J.._.
Minimum Requirement Y I I I I I I I I
For a Staked Foundation 108.0 -F —
��,»ui �.
Respectfully Submitted: �,. p, ufri;Iyq .,� 5 6 7 8 9 10 11 12 13
c
'�E'N' Moisture-%of Dry Weight
sF,
Digitally. No'69841
signed by Erb ° = Disclaimer: Contractor is responsible to maintain the tested area in
A McAra
aM•a....Ea -
:*`• * *: the condition that KSM completed the indicated passed
�•�.a.e,�,B..N,.. Date:
�P'. STATE OF fQV compaction test. KSM is not responsible if the tested area has
2022.03.29 �:�.� F[o R o v_:�a`�'
,,. been altered from the approved inspected condition.
13:03:35 ''�S,S,IONAI EN�`�
-04'00' !+► a n +i j
i
Eric A. McAra, P.E. Office Manager
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PE#69841 3/28/2022
Email to: todd.masters@adamshomes.com
Test report shall not be reproduced,except in full,without the written approval of KSM Engineering&Testing
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