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Sebastian, FL. 32958 �1 AND TESTING Sebastian, FL. 32978
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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
DATE TESTED: June 8,2021 KSM JOB#: 214279-1d/SH/bm
PERMIT#:
NUC# 528
SLC2104-0825 Nuc Model: MC-1DR-P
CONTRACTOR: Kurt Riley
Nuc Serial#: MD049528
JOB LOCATION: 150 Godwin Road
Ft Pierce, Florida
ITEM TESTED: Metal Barn Pad
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1 S.W. 0"-12" 38 106.1 108.7 97.6%
2 Center 39 106.6 98.1%
3 N.E. 37 105.8 97.3%
Soil Description: 110.0 I I I I I I I
Brown Sand W
E 109.0 ......
In Place Moisture: I I I I I I I I
9.6% H 108.0 L..�..—.�—..
_ I —
Proctor Optimum Moisture: T I I I I I I I I
0 107.0 --..�..—..1—.. —I._..I—..�.. I.—...
12.0/o
P I I I I I I I
Proctor Max. Dry Density: P.C.F. 106.0 —
108.7 C
@ Test Locations the Density& 105 0 �—•.
Penetrometer readings indicate the I I I I I
Degree of Compaction Meets 104.0 L I I I I I I I
Minimum Requirement D
for Unstaked Foundation R I I I I I I I
R �p1u� ��lb fitted: Y 103.0 �—.. —.,—..T..— ,—..-T..
� � —.,.—..,
R � 7 8 9 10 11 12 13 14 15
.E...aye Digitally Moisture-%of Dry Weight
�Q.•. '�►cENSF •.�� signed by
Bryan E Disclaimer: Contractor is responsible to maintain the tested area
_ No. 81439 p
Dahlke in .the condition that KSM completed the indicated passed
.rt`..,.bu�,..,U.Z=. Date:
...v., compaction test. KSM is not responsible if the tested area has
-= 2021.06.09
been altered from the approved inspected condition.
i�O '• STATE OF �`
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SS -04 00
�QNAL E NI�
Bry�i1Fa14�htlk�,�.E.V.P.of Engineering
PE#81439 6/9/2021
Email to: amtkurt@gmail.com
Test report shall not be reproduced,except in full,without the written approval of KSM Engineering&Testing
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