HomeMy WebLinkAboutCompaction Test• eadquarters
11345 U.S. Highway 1
Sebastian, FL. 329580
Orlando
723 Progress Way
Sanford, F11032771
DATE TESTED:
PERMIT #:
CONTRACTOR:
10?LOCATI04P
al�i i�
• PO Box 78-1377
■\67m 1�ffmiA0mnT=reTimR;P Sebastian, FL. 32978
• ••_Wm _ — ^" &W low"""'_ hone: 772-589-0712
SOIL COMPACTION REPORT* SMengC.A.# 5693
ASTM D 1557 and ASTM D 6938 ineering.net
Jul 2�
20010190
A & G Residential
6801�nny ane
Fort Pierce, Florida
•
KSM JOB #: 203318-1d DJ 'o
NUC#V 404
uc Mo el: -1 Elite
No eS real #: 031404
• •• •
ITEM TESTED: Compacted Foundation Fill
TEST DEPTH
LOCATION DEPTH • PEN • DRY •MAX. DRY PERCENT
OF SAMPLE � READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. N.W — 0" - 12"— 35 • 106.9 - 112.2 095.3% -
2. N.E. " 38 108.2 "� 96.4%
3. Center "- 040+ 110.2 198.2%
4. S.EM j fl�2�" - 24: 040+ 109.7 097.8%
• 5. S.W. 040+ 108.4 096.6%
Sebil Descrip ion:
Brovi Silty Sand
In Place Moisture:
12.0°0
Proctor Optimum Moisture:
11.2
Procto D Densit : P.C.F.
112.2
@ Test Locations the Density &
Penetrometer readings indicate t e
Degree of Co paction Meets*
Minimum ReTui ment
for Unstaked Fc dation
Res ectfull Submitted:
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• SO oisture - . of Dry Weight • _
Disclaimer: Contractor is responsible to maintain
theetested area in the conditior6that KSM
completed the indicated passed compaction test.
KSM is not responsible he tested area has been
altered from the approOd inspected condition.
President"_'
I • P 366� 7/21/20204
Email to: St Lucie Building Department; renesosa2l@gmail.coman
40 Proudly Serving Florida since 1