HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTL%lJiva -
KE I LER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PAL BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX 561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: i5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
ATE TESTED December 18, 2018 JOB # : 184351-1pd/MH/ct
'ERMIT # FLC18080621
,ONTRACTOR Accurate Pool Plastering Inc. SCANNED
OB LOCATION 13207 Indian River Drive By
Jensen Beach, Florida >� LCIf;Gp c®n�l
jTEM TESTED : Pool Backfill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
West 01-1140 108.0 .9 96.5
1' - 2' 40 95.0+
2' - 3' 45 If95.0+
4 3' - 4' 50 if95.0+
East 0' - 1' 35 109.3 111.9 97.7
1' - 2' 40 95.0+
2' - 3' 50 95.0+
4' 50 95.0+
I1out 0' - 1' 40 110.6 111.9 98.8
I0 1' - 2' 45 95.0+
I11 2' - 3' 50 1195.0+
12 - 3' - 4' 50 1195.0+
oil Description:
rown an 113.0 -1 I I I I I
W
I
In Place Moisture: E I I I I I
3 Percent I 112.0
G �..—..j—.._.i _..—..—.._j..—.
ptimum Moisture: T I I 1 I I I
1.0 Percent
111.0
ax. Dry Density: I
11.9 P.C.F..: C
110.0
Test Locations the Density &
F I I I I I
1enetrometer Readings Indicate I I I I
tleDegreezofCompaction D 109.0 .q —I•—••—I•.—..-1••—..-
le
.s%hh1 im `Required. R I I I I I
C\�R -ai, q to Natural Grade. Y I I I I I
^� e. ec. u Sub Ii ed: 8 9 10 11 12 13 14
Moisture - % of Dry Weight
A • O
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.'ta. ;a• a ^ 1,%'spas@yahoo.com
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� �pIr$�;a#AlSlnad G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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