HomeMy WebLinkAboutKSM RFEPORT - 1-8-19d3
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KELLER, SCHLEICHER & MacWILLIAM ENGINEER[ N DMY N G, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM EACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (56.1) 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 ':
PERMIT #
January 8, 2019
1810-0399
CONTRACTOR B & D Grading and Land Clearing
JOB OCATION 8359 Calumet Court
Port St Lucie, Florida
TESTED 1 st Lift for the House Pad
KSM JOB # : 190116-1 d/MH/ct
RECtIVED
SCANNED BAN 2 8 2019
BY
St Lucie Countgrmitting Department
St. Lucie Countv
ST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N
1W.
0" - 12" 50
107.3 108.9
2.
N}E.
50
"
108.6
3.
Center.
50
107.5 to
4.
S.W.
50
106.9 "
5.
S JE.
50
108.9 "
Soil Description:
Brown Sand
In Place Moisture:
7.3 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
108.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
1ee1or11
Degr a fto iiicka,Meets
Mini tar 2 '`4,'�,
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r .
spe�tf Rjy mitt
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98.5
99.7
98.7
98.2
100.0
W 110.0 I I I I
E I I I I I I
G I I I I I
H 109.0
T I I I I I
I I I I I I
P I I I I
108.0 +-.._.1_. �._.._�._..�. _...._.._
• I I I I I
F I I I I I
I I I I I
107.0 •—••-
D I I I I
R I I I I I I
Y I I I I I
106.0
9 10 11 12 13 14 15
Moisture - % of Dry Weight
Email to:'b6gFadipiig@att.net
Fax a d mail to: St Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366