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11345 U.S. Highway 1 I' N E I N PO Box 78-1377
Sebastian, FL. 329580 �,• �LI AND T�STI N Sebastian, FL. 32978
,,,
Orlando • Phone:772-589-0712
723 Progress Way SOIL COMPACTION REPORT • _ C.A.# 5693
Sanford, F1032771 ASTM D 1557 and ASTM D 6938 •KSMengineering.net
• •
ATETESTED: May 11. 20200 KSM JOB #: 2021CI�ct
PERMIT #: 2003-0707433 NUC # 417 •
••••• f
CONTRACTOR: Beville Tractor Service Nuc Model: OkO
OB LO ATIO 175 Hammoc < Lane uc Sera #: 3417
Port St Lucie, Florida*
• ITEM TESTED: Compacted Foundation Fill
*TEST LOCATION PT i OPEN* DRY *MAX. DRY • • PERCENT -
ft • OF SAMPLE READ DENSITY40PROCTOR VALUE (P.C.F) • COMPACTION 40
1. N.W 0" - 12"_ 45 _ 110.7 112.5 98.4% _
2. Center 50 111.0 98.7%
3. S.EW 45 110.9 98.6%
Soi escription: W 114.0 i• I I I I I
Brown Sand with E I I I I I
Some Clay
In Plac Moisture: G 113.0 • • — . I — — I — —I — I — I —
I 1 1 I I
12.8°o H l� I •I• ,I
T
Proctor Optimum Moisture: 112.0
11.0% I, • ! �I —1 — —�- 1
• • P••I ,I • I• 140
,
• PrZc5 t� D: ' PJ.C.F. C - 1
11 I • • I I -
111.0
�—. _. •—.
�•�• F �� •I• I •I
@ Test Locations the Density 1 �j 010 1 • I af
Penetrometer readings indicate the D•110.0 —
_.1._.._r._..�.._..
Degree of Compaction Meets* R • I •I • I • •I�
Minimk Requirement Y 1, • • • • • •
for Stak�'d Foundation1090
I I I I
�snect4y Su : 10 11 12 1314
mere
••I•
- % of Dry Weight
t`,,������,,��• Disclaimer: Contractor is responsible to maintain
00KE�,, the tested area in the condition that KSM
; •'1,10ENS.:t�,A', completed the indicated passed compaction test.
• '•� KSM is not responsible if the tested area has been
•ONO. 66•'; altered from the approved inspected condition.
I�Ges4��it•�....•• G ���
PE•AL �N.•`° 05/12/2020
• Email to tbev3976@gmail.coA • _
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