HomeMy WebLinkAboutCompaction Test TAP 0,111L t Sc�.
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772)337-7755 P.O. BOX 78_1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH(561)845-7445 (321
www.ksmengineering.net MELBOURNE )768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED May 5, 2017 JOB# : 171366-1 pd/DP/ct
PERMIT# 1703-0136 L
CONTRACTOR A&G Concrete Pools, Inc. ...
JOB LOCATION 7280 Reserve Creek Drive JU141 5 2017
Port St Lucie, Florida Pub .slft.
ITEM TESTED Pool Backfill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 North 0' - ' 34 104.4 106.4 98.1
2 1' -2' 32 95.0+
3 2'- 3' 36 if95.0+
4 3'-4' 35 If95.0+
5 West 0'- 1' 38 102.8 106.4 96.6
6 1'- 2' 34 95.0+
7 2' -3' 37 95.0+
8 3' -4' 39 95.0+
9 S.E. 0' - 1' 32 102.6 106.4 96.4
10 1' -2' 36 95.0+
11 2' - 3' 34 95.0+
12 3' -4' 33 95.0+
Soil Description: 107.0
Dark Brown Sand I I I I I
W I I I I I I
In Place Moisture: E I I I I I I
9.3Percent G 106.0 _. I_.._.I_.. I,_.._: _.._I.._.._
H I I I I I I
Optimum Moisture: T I I I I I I
12.4 Percent I I I I I
P
Max. Dry Density: .
105.0 �.._..I_.. I_.._i._.._I._.. _.._
106.4 P.C.F. C I I I I I I
I I I I I I
@ Test Locations the Density & F
Penetrometer Readings Indicate 1U'+•c I.. I I I I I
the Degree of Compaction Meets D I I I I I I
Mi 90 aa.
o`', Aad1 LUn to Natural Grade. Y I I I I I
e� ��e e• �I`� o•P.. ,I 103.0
R6pectfullyti i:�: 9 10 11 12 13 14 15
N Moisture-%of Dry Weight
e -
10
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.a Ra e
I e � ��,fr. oy
d° o ie County Building Department
l�gpools.com
onaid G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366