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723 Progress Way SOIL COMPACTION REPORT C.A.# 5693
Sanford, FL032771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: June 10, 2020 KSM JOB #: 202567-1d/CH/jo
PET #: 2003-0303 NUC # 417
%CONTRAC Hanson's Truck and Tractor = M 340
JOB LOCATION: 7103 Winter Garden Parkway Nuc Serial #: 3417
Fort Pierce, Florida
ITEM TESTED: Shed Pad
TEST LOCATION D PEN DRY MAX. DRY PERCENT
*OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. S.E. 0 00" - 12" 0 50 110.5 112.4 098.3%0 ft
2. Centgj " 50 110.9 " 98.7%
3.:: H45 109.9 97.8%
Soil Description:
*Brown Sand with some 114.0
•Clay W I
E I I I I I
�In Place Moisture:
11.4% G 113.0 �.._.i_.._.i._,._i._.. �.._.. .._...
H I
Proctor Optimum Moisture: T
I
112.0 �_.._ ��.._�.._. J.._..1.._...
o P
Proctor ax. Dry Densi y: P.C.F. I
112.40 C I I I I I
111.0—.._.i_.. I._.._�._..�.. ..�.._...
@ Test Locations the Density & F I I I I I
Penetrometer readings indicate the
I I I I
Degree of Compaction Meets D 110.0 i — — — —
Minimum Requirement R I I I I I
Ofor Unstaked Foundation y
Respectfully Submitted: 109.0-
8 9 10 11 12 13 14
Moisture - % of Dry Weight
of11108"'IF Disclaimer: Contractor is responsible to maintain
`'► the tested area in the condition that KSM
���� • •.•��:•N ��'� �I completed the indicated passed compaction test.
• KSM is not responsible if the tested area has been
;'*& 'o$3sti altered from the approved inspected condition.
r
J° Q�-� ,• '�* 6/11/2020
O Em it to: St Lucie Building Department; hansonstruck@gmail.com
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