HomeMy WebLinkAboutSoil Compaction ReportAug 0414 03:25p Art Krieger Conru 4' n
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DATE TESTED :
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL. COMPACTION REPORT
ASTM D 1567 and ASTM D 2922
July 23, 2014
/2 0//0 V 31
Art Krieger Construction
8409 S. Indian River Drive
Fori Fierce, Florida
KSM JOB # : 141286-1 d1ES1jl
ITEM TESTED Compacted Foundation Fill for Addition.
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENS!"I'Y PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 40 103.7 .106.7 97.2
2. Center 36 112.9 96.4
3. S.1 . 42 103.5 97.0.
Soil Description:
Gray Sand
In Place Moisture:
8.4 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
106.7 P.C.F.
Test Locations The
Density & Penetrometer
Readings Indicate the
Dearee-of.Compaction Meets
to Natural Grade.
108.0 I I { I I
W I I I 1 I I
E I I 1 I I I
'107.0 I �.. ! ..-...I ..�. ...I ..—.. I .._.._
G
H I I I I I
TR&O
R
P Y
C105.0 ,�.._..�.,.—.....—..1 ...._.._
F I I I I I
104.0
103.0 �-- — .�.. _..�'.._ ..�.. _..�..—...�..—..�
8 9 10 11 12 13 14
Moisture - % of Dry Weight
�I3bunty Building Department
gerconstruction.com
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Ronald G_ Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366
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