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723 Progress Way SOIL COMPACTION REPORT C.A.#5693
* Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: March 23,2022 RECEIVED KSM JOB#: 2202854-1d/BS/dc
PERMIT#: NUC# 456
MAR 21 2022 Nuc Model: MC-1 Elite
CONTRACTOR: St. Lucie Site Development LLC Nuc Serial#: 31456
p St.Lucie County ,
JOB LOCATION: 5508 Myrtle Drive Permitting
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1 N.W. 0"-12" 40 D 107.5 110.1 97.6%
2 Center 0"-12" 40 D 106.3 i 96.5%
3 S.E. 0"-12" 40 D 0 °1 5.7 I 96.0%
4 N.E. 12"-24" 40 D 106.9 ! 97.1%
5 S.W. 12"-24" 40 D 106.1 96.4%
I
Soil Description:
Brown Sand W 112.0 ,
E 111.0 In Place Moisture: I 1— I I I l I I I
9.8% G 110.0 I —1• "_.I._..L.'J. L...J.._.
Proctor Optimum Moisture: H I I I I I I
T
12% 109.0 L.. _.�._..� .�.._.�._. �.._.
I
Proctor Max. Dry Density:P.C.F. P I I I I I I I
110.1 C 108.0 •I•—..�.._
F I I I I I I I I
@ Test Locations the Density& 107.0 — — — — — -— — —
Penetrometer readings indicate the D 1 1 1 I I 1
Degree of Compaction Meets R 106.0 I I._..L. J.._.I._..L..J..
Minimum Requirement Y I I I ! I I I I
For an Unstaked Foundation 105.0 -4 —•I
Respectfully Submitted: 7 8 9 10 11 12 13 14 15
Moisture %of Dry Weight
Digitally `.��: � ��-�e N SF`':q '�•, ,
signed by End. No eeea><
Disclaimer: Contractor is responsible to maintain the tested area in
A McAra _I*'` *` *_; the condition that "KSM completed the indicated passed
Date: =-o` compaction test. KSM'is not responsible if the tested area has
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STATE OF. (V`. I
2022.03.24 .0 ;� . P �.�. been altered from the approved inspected condition.
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�"'SSZONAL
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Eric A. McAra, P.E.Office Manager
PE#69841 3/24/2022
Email to: slsdevinc@aoi.com
Test report shall not be reproduced,except in full,without the written approval of KSM Engineering&Testing
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