HomeMy WebLinkAboutCompaction test 202943-2d revisedWHeadquarters ai ing
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N D ESTI N G Sebastian, FL. 32978
,OrlandoL hon : 772-589-0712
723 Progress Way SOIL COMPACTION REPORT•% C.A.# 5693
•Sanford, F1O32771 • ASTM D 1557 and ASTM D 6938 KSMengineering.net•
;TE REVISED: July 14, 2020 - •
E TESTED: July 2, 2020 KSM JOB #: 202943-2d/CH/ct
IT M"17—
•COITPCTOt • B & D Gra ing rc NM. 3500
�JWO 109:
2802 Flotilla LaTeo
iS
317
Fort Pierce, Florida
ITEM TESTED: 40NEWCompacted
Foundation Fill - Retest
TEST LOCATION
D- PEN • DRIWp
—MAX. DRY -
9 PERCENT•
*OF SAMPLE
READ DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1. N.E. •0" - 12" 40 113.0 116.7 96.8%
2. S.E• ip112.40 it 096.3%0
13. Center if '111.90 It
95.9%0
04. N.W. 12" - 24" 110.90 095.0%0
05. S.W. " " 111.00 095.1%0
'Soil Description:
Brown Sand with some
Clay and Shell
In Place Moisture:
13.8 %• __
•Proctr Op i�'mum Moi—"s ure:
Proctor Max. Dry Density: P.C.F.
116.7
ItC� est Loca ions t e ensity •
•Penetrometer readings indicate the
•Degree of Compaction s
*Minimum Requirement
for Unstaked Foundation
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8 � • 100 •11 • 12 •13. 14
1 oil0f 'sture�/•f P�eig _
Disclaimer: Contractor is responsib o main ain
the 4.ested area in th condition hat KSM
completed the indicated'Ossed com�j
t.
KSM is not responsible if the tested arn
altered fr�n t1 a apprsv,�,d irlspict�d
1 I GjlNGI Il- -
•PE # 68366• • e • o7/14/2020
Email to: bdgrading@att.net
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