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DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
UP CP 1 t ENGINEERING
i117jVi AND TESTING
SOIL COMPACTION REPORT
ASTM D 1SS7- and -ASTM-D-6938
August 20, 2021
21060711
Wynne Development
16 Palo Alto Lane
Spanish Lakes 1
Port St. Lucie, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 216192-1d/JM/jam
NUC # 215
Nuc Model: MC-IDR-P
Nuc Serial #: MD80404215
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" 14D 107.0 108.7 98.4%
2 N.E. 14D 105.8 " 97.3%
3 Center 14D 106.2 97.7%
4 S.E. 13D 105.3 96.9%
5 S.W. 14D 106.8 98.3%
Soil Description: 110.0
I
BnawnSand W 1 I I I I I I
E 109.0 .. �..-.�.-..� .. �..-.�-.. ..-�.-..
In Place Moisture:
11.3% H 108-0
Proctor Optimum Moisture: T I I 1 I I I
12.0% 107-0 4-..-4..-4-..�. -4..-.1-..4- -1.
P I I I I I I I
Proctor Max. Dry Density: P.C.F. 106.0
108.7 C t----j -.f- 71- -1..- 1— t .— .—..
I I I I I I I
@ Test Locations the Density & F 105.0 `- ; - T —I"-1 T I
Penetrometer readings indicate the -
Degree of Compaction Meets `��v��,�tKeL,( ""I,,/104.0 ..-.--.I— I j
I I I
Minimum Requirement �� JV.•• •.F �i� D I I 1 I I I I I
for Staked Foundation �' �toENSF '. R 103-0-.�. �..�..—.�—.. �..—�.—..,
Respectfully Submitted: _ No. 68366 = Y 7 8 9 10 11 12 13 14 15
Digitaly* Moisture - %of Dry Weight
signed z=
Disclaimer: Contractor is responsible to maintain the tested area
m. Julie Kei}r STATE
OF p
>> ...,
��'--!PloetD?.-•G��` in the condition that KSM completed the indicated passed
Date: compaction responsible
tested area has
021.08.23 �NAL
21�` been altered from the approved inspected condition.
11:47:12
-04'00'
Julie E. Keller, P.E. President
PE # 68366 8/23/2021
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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