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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 18, 2021 KSM JOB#: 214586-1d/JM/bm
PERMIT#: 2104-0784 NUC# 215
Nuc Model: MC-IDR-P
CONTRACTOR: Wynne Development Nuc Serial#: MD80404215
JOB LOCATION: 10 La Villa Court
Country Club Village
Fort Pierce, 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" 13D 106.7 108.9 98.0%
2 N.E. 14D 107.0 98.3%
3 Center 14D 107.3 98.5%
4 S.E. 13D 106.3 97.6%
5 S.W. 13D 105.9 97.2%
Soil Description: 110.0
I I I I I I I I
Brown Sand with Traces of Clay&Shell Fragments W I I I I I I I
E109.0 J_..�.._.._..�.._.._.. �.._.,_.._
In Place Moisture: i j I I I I I I
G '
11.6% H 108.0
j I I I I I I
Proctor Optimum Moisture: T
107.0 J.._.I_..1.. 1._..L..J..
12.0%
Proctor Max. Dry Density: P.C.F. 106.0 —1•— 1 -4• — 1— -
108.9 C I I I I I I I
@ Test Locations the Density& 105.0 I—
FI 1_..t.._1._..r..y.._.I_.._
Penetrometer readings indicate the I I I I
Degree of Compaction Meets 104.0
Minimum Requirement D I I—..T.._I' 'r —1 —'I—for Staked Foundation R I I I I
103.0 ..y.._.�_..t.._�._..r..�.._.i_..�
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
Dahlke in the condition that KSM completed the indicated passed
Date: compaction test. KSM is not responsible if the tested area has
2021.06.21 been altered from the approved inspected condition.
10:5 7:01
-04'00'
Bryan E. Dahlke, P.E. V.P. of Engineering
PE#81439 6/21/2021
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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