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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 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 SOIL COMPACTION REPORT FAX(772)589-6469
ASTM D 1657 and ASTM D 2922
DATE TESTED October 13, 2017 JOB# : 173065-2pd/MH/ct
PERMIT# 1706-0555 PO# : Eden
CONTRACTOR Crystal Pools
JOB LOCATION 5175 Southwind Trail
Fort Pierce, Florida
ITEM TESTED Pool Backfill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
South 01 - 1135 102.3 106.8 95.
2 1' -2' 40 95.0+
3 2' - 3' 45 if95.0+
4 3' -4' 50 If95.0+
5 N.E. 0' - 1' 33 102.0 106.8 95.5
6 1' -2' 39 95.0+
7 2' - 3' 44 95.0+
8 3' -4' 49 95.0+
9 N.W. 0' - 1' 36 103.3 106.8 96.7
10 1' -2' 42 95.0+
11 2' - 3' 47 if95.0+
12 3' -4' 50 95.0+
Soil Description:
Brown Sand 1os.o 1 I I I I I
W I I I I I I
In Place Moisture:
107.0 —..-
10.1 Percent G I I I I I
H I I I I I I
Optimum Moisture: T
12.0 Percent 106.0 - —J—••-1• —••�••—• —•I•----
p I I I I I
Max. Dry Density: I I I I I I
106.8 P.C.F. c 105.0 fi..— r— —I..—..*..—..r. �.—..—
F I I I I I
@ Test Locations the Density&
Penetrometer Readings Indicate 104.0 I I I I I I
the Degree of Compaction Meets D I I I I I I
MinirrN�tu�t F�egyif�d. R
'; � $et3diLng `f'�jcen to Natural Grade. Y 103.0 —
�� �G. •• 9 10 11 12 13 14 15
`� ��• 1 itte&
Moisture-%of Dry Weight
Julie T11
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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 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 SOIL COMPACTION REPORT FAX(772)589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED October 13, 2017 JOB# : 173065-2pd/MH/ct
PERMIT# 1706-0555 PO# : Eden
CONTRACTOR Crystal Pools
JOB LOCATION 5175 Southwind Trail
Fort Pierce, Florida
- - — _ITEM-TESTED—: Pool-Backfill -- - -- --- -- -- - - ----- --
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
South 01 - 1135 102.3 06.8 95.
2 1' -2' 40 95.0+
3 2' -3' 45 If95.0+
4 3' -4' 50 it95.0+
5 N.E. 0' - 1' 33 102.0 106.8 95:5 .
6 1' - 2' 39 95.0+
7 2' - 3' 44 is95.0+
8 3' -4' 49 it95.0+
9 N.W. 0' - 1' 36 103.3 106.8 96.7
10 1' - 2' 42 11 95.0+
11 2' -3' 47 wo95.0+
12 3' -4' 50 95.0+
Soil Description:
Brown Sand 1os.o 1 I I I I I
W I I I I I I
E
In Place Moisture: I 107.0 I _ 1 _ _I
10.1 Percent G I I I I I
-- - - - - - -H -
Optimum Moisture: T
12.0 Percent 106.0 - �- -I• -..-�..-. -•I•-..-
P I I I I I
Max. Dry Density: I I I I I I
106.8 P.C.F. C 105.0 r.. �.—..—
I I I I I
@ Test Locations the Density& F
Penetrometer Readings Indicate 104.0 _I I I I I I
the Degree of Compaction Meets D I I I I I I
MMr jRyrn Rpquired. R
n�Rcn�c�r{g§� Taken to Natural Grade. Y 103.0
V. :..., /�� 9 10 11 12 13 14 15
s Qt919, d:
Moisture-%of Dry Weight
ell
P'l? RECEIVED OCT`2 0 2017
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Wt / Julie E. Keller, P.E.: 68366
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