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�,91345 U.S: Highway 1 I CA IL Ar ENGINEER1 PO Box 78-1377
Sebastian, FL..32958 AVL AND TESTING Sebastian, FL. 32978
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
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'DATE TESTED:. March 6; 2020 KSM JOB.,#: 201136-1d/DJ/j0
!PERMIT#: 2t-DI- L) NUC# 404
!CONTRACTOR: Adams Homes Nuc Model: MC-1 Elite
JOB LOCATION: 5455 Lugo Street Nuc Serial#:: 31404 .
Lot140, ,Wateestone --
Port St Lucie,Florida
ITEM TESTED: Compacted Foundation Fill-1st Lift
TEST LOCATION. PEN DRY MA CDRY PERCENT
DEPTH"
OF SAMPLE READ` DENSITY PROCTOR,VALUE(P.C.F) COMPACTION
1..S.W. 0"- 12" . 40+ 109.7 113.3. 96.8%
2. N.W. 40+ 110.3 97.4%
3. Center- 40+ 109.2 96.4%
4. N.E. 40+ 113.4 100.1%
5. S-.E. 40+ 110.7 97.7%
Soil Description:. 115.0
Brown .and Tan Sand with W
E
Clay and Shell Fragments
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I I I I I i
In Place Moisture: G 114.0
7.3% H
T j
Proctor Optimum Moisture:' —,) 1 —1..,— J;,—•,1„—•,;
113.0 t--
11.0% P
I
Proctor Max.Dry Density:P.C.F. C f I I I I
1113.3 112.0
Test Locations the Density&
Penetrometer readings indicate the111.0
Degree of Compaction Meets
D
R
Minimum Required Y
for Staked Foundation 110.0
8. 9 10 -11 12. 13 14
Respectfully Submitted:
Moisture-%of Dry Weight,
Disclaimer: Contractor..is responsible< < onsible to maintain P
. �►
' G
•�,`. ••,� � the tested area in the _condition that KSM
completed the indicated passed compaction test.
: .LU_ KSM is not responsible if the tested area has been
• Sr4TE-of • �Lz altered from the approved inspected condition.
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V.P. of�ffgir�pa4ingo, �
PE#81439 .3/9/2020
Email to: rjohnson@adamshomes.com; ceo2459@gmail.com
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