HomeMy WebLinkAboutKSM REPORT 1-14-19i
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KE LER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MAP TIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7446 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 January 14, 2019 SC JOB # : 184180-1pd/MH/ct
PERMIT # 1809-0285 Sle PO # : Pennell
I' CONTRACTOR Crystal Pools t ��01 a cDuFitE
COJOB LOCATION 114 Queen Catherina CourtP
Hutchinson Island, FloridaY
ITEM TESTED Pool Backfill <9 10
I, TEST LOCATION DEPTH PEN DRY MAX. DRY 10
V, RCENT
I OF SAMPLE READ DENSITY PROCTOR VALUE 010PACTION
N.E. 0' - ' 40 106.0 109.4- 96.9
2 1' - 2' 50 95.0+
3 2' - 3' 50 95.0+
4 3' - 4' 50 95.0+
5 N.W. 0' - 1' 45 107.0 109.4 97.8
6 1' - 2' 50 95.0+
7 2' - 3' 50 95.0+
8 3' - 4' 50 95.0+
I9 South 0' - 1' 45 105.3 109.4 96.3
10 1' - 2' 50 95.0+
i' 11 2' - 3' 50 95.0+
''12 3' - 4' 50 95.0+
I; oil Description:
an Sand 110.0 -, I I I I I
i' W
n Place Moisture: E I I I I
3 Percent
G 109.0 L.._.�._..�.. .�.. _
H I I I I I
Optimum Moisture: T
111.0 Percent I I I I
P 108.0
Max. Dry Density: I I I I I I
09.4 R.C.F. C I I
I.
Test Locations the Density & F 107.0
1—.._.�._..�.._..T.._.�_.._I._.._
enetrometer Readings Indicate I I I I I I
he Depi;ee atP,pmpaction Meets D
�J+1�117 Rt71je6Pefi� R I I I I I
8 9 10 11 12 13 14
pectf II S
IN m Moisture - % of Dry Weight
FS`flf�^c�'II�eme�r,E?:'3TZ931 L�f�?'I�I2i::�8�0 / Julie E. Keller, P.E.: 68366
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