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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
REVISED: PERMIT.ADDED April 27, 2022
DATE TESTED: April 15, 2022 KSM JOB#: 2203776-2d/NE/KT
PERMIT#: -:�)LC 2111-0114 NUC# 528
Nuc Model: MC-IDR-P
CONTRACTOR: Maronda Homes Nuc Serial#: MD049528
JOB LOCATION: 8407 Deland Avenue
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill for the House Pad-2nd/Final Lift
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1 N.W. 0" -12" 40+ D 110.1 111.9 98.4%
2 N.E. 40+ D 109.8 98.1
3 Center 40+ D 110.7 98.9%
4 S.E. 40+ D 108.6 97.1%
5 S.W. 40+ D 109.3 97.7%
Soil Description:
Brown Sand 113.0 n I I I I I I I
W I I I I I I I I
E 112.0 — ..i.._.i._..i �.._ _..i..i.._.
In Place Moisture:
13.6% G 111.0 I —1.._J._..L . _.I._. J.._.
Proctor Optimum Moisture: T I I I I I I
10% 110.0 .�..�.._.I._..� . �.._.I._..� �.._.
Proctor Max. Dry Density: P.C.F. F I I I I I I
111.9 C 109.0 —..�.._.i. �..�.._.I._.T _.
F I I I I I I I
@ Test Locations the Density& 108.0 -� — — — • — —
Penetrometer readings indicate the D I I I I I I I
Degree of Compaction Meets R 107.0 I —.I._..L..J.._.I._..L..J.._.
Minimum Requirement Y I I I I I I I I
For a Staked Foundation �� . � 106.0 -I— —; —
Respectfully Submitted: • .
p Y ���' A 5 6 7 8 9 10 11 12 13
`9
\� (` • ;;�CEN�F i� Moisture-%of Dry Weight
Digitally _ No 69841
signed by Eic* : * ; * = Disclaimer: Contractor is responsible to maintain the tested area in
: 4' =the condition that KSM completed the indicated
M uaW by[rcLMGr..pERla. A McAra — p passed
69NIen N.M..utN Sa.N,mtM � �
Date: p STATE OF �/�� compaction test. KSM is not responsible if the tested area has
2022.0 .27 �i��s � been altered from the approved inspected condition.
09:56-04'00'
Eric A. McAra, P.E. Office Manager
PE#69841 4/27/2022
Email to: ledfordk@maronda.com
Test report shall not be reproduced,except in full,without the written approval of KSM Engineering&Testing
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