HomeMy WebLinkAboutSOIL COMPACTION REPORT10/02�2018 07:45 7725896469 KSM ENGINEERING PAGE 01/02
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KE LER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MAI T1N (772) 337-7755 laO. BOX 78-1377, SEBASTIAN, FL. 32978-1377 SEBASTIAN (772) 589-0712
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SOIL COMPACTION REPORT
ASTM D 1667 and ASTM D 2922
D ll TE TESTED September 28, 2018 KSM JOf3 # : 183390-1 d/SS/cv
F'VIT #__ 1808-(Q694/�NNE®oVCTRACTOR
Wynne Development BY
1�
J , B LOCATION 2 Las Olas Lane St. Lucie Comb./TOa�cner`
Spanish Lakes 1 Qec�,Vo4v ° &\P
Port St. Lucie, Florida sr
IEEM TESTED Compacted Foundation Fill
j�
q I:ST LOCATION DEPTH *PEN DRY MAX. 17RY- PERCENT
1 OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 W. 0" - 12" 43 107.3 112.0 99_$
2. E. FIF 36 106.9 95.4
3. enter 40 106.8 95.4
4. E. 44 109.5 97.8
5. w. 44 108.1 96-5
Soi Description:
13ro� n and Gray
sail d with Clay 113.0 I I I I I
In lace Moisture: w
7.2. Percent 1 I I I I I
1
Op imum Moisture: G 112.0
12. Percent H
Ma Dry Density-
11 0 P.G.I'_ P
111.0 t.._.I—. G._...I.._..�._
jest Locations The C j I I ( I I
'I
Density & Penetrometer
Readings Indicate the F
Deck ee of Compaction Meets 110.0 ._ ��.._�._..�.._.. j.... �_.. _.
Mini num TgVifed
u I I I I
forI lign. D I
* ,"�' '� R
o Natural Grade,
e +� Y109.0
f
9 10 11 12 13 14 15
r: Moisture - % of pry Weight
='J , P.
c�'b County Building Department FILE COPY
E- tt ar1ishfakes.com
Ronald G_ Kc�1Eer. PE.: 37793 / SE l,ic. Flo.: 36d / Julie E. Kc?IIE?r, P,(=.; 6836G