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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: June 17, 2021 KSM JOB#: 214546-1d/MH/bm
PERMIT#: 2104-0684 NUC# 630
Nuc Model: MC-IDR-P
CONTRACTOR: Wynne Development Nuc Serial#: 30630
JOB LOCATION: 68 Mediterranean Boulevard N
Spanish Lakes One
Port St Lucie, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1 N.W. 0" - 12" 50 108.3 110.2 98.3%
2 N.E. 50 108.1 98.1%
3 Center 50 108.1 98.1%
4 S.W. 50 108.0 98.0%
5 S.E. 50 108.0 98.0%
Soil Description: 112.0
I I I I I I I I
Brown Sand W I I I I I I I
E111.0 J_ _.._..T.._.._..�..�.._.,_.._
In Place Moisture: I I I I I I I I I
G '
10.1% H 110.0
Proctor Optimum Moisture: T
109.0 J.._.I_..1.. I._..L..J.
12.0% P I I I I I I I
Proctor Max. Dry Density: P.C.F. 108.0 — I— —1•— 1 -4 — — -
110.2 C I I I I I I
@ Test Locations the Density& I 1 •
F 107.0 �.. 1_..t.._1._..r..y.._.I_.._
Penetrometer readings indicate the I I I
Degree of Compaction Meets 106.0
Minimum Requirement D I I—..T.._I' 'r —1 —'I—for Staked Foundation R I I I I
105.0 ..y.._.,_..t.._,._..r..�.._.�_..�
Respectfully Submitted: Y 7 8 9 10 11 12 13 14 15
Digitally Moisture-%of Dry Weight
signed by
Bryan E Disclaimer: Contractor is responsible to maintain the tested area
`°`"`"g"' Dahlke in the condition that KSM completed the indicated passed
Date: compaction test. KSM is not responsible if the tested area has
12:53:21 1 been altered from the approved inspected condition.
2:53:-04'00'
Bryan E. Dahlke, P.E. V.P. of Engineering
PE#81439 6/18/2021
Email to: dotty@wynnebc.com
Test report shall not be reproduced,except in full,without the written approval of KSM Engineering&Testing
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