HomeMy WebLinkAboutSoil Compaction ReportY,
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 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED October 28, 2016 KSM JOB # : 162939-1 d/MH/aj
PERMIT # 1609-0148
CONTRACTOR Wynne Builders
JOB LOCATIC-;N 5 Nogales
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION * PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1.
S.W. .. , ••
0" - 12" 51
111.3 114.5
97.2
2.
N::W....
51
111.9
97.7
3.
-,. Center
50
109.3
95.5
4.
S.E.
50
110.7
96.7
5.
N.E.
50
109.1
95.3
Soil Description:
Brown Sand,. ;
In Place -Moisture--,
7.1 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
'114.5 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
�i
Minir� it
i
fQr,°�,®idp.
ce6do Natural Grade.
Eni%
Mail 3
116.0
W
E
I I
H115.04
I
T
P '
114.0 {— —
C I
F I I I I I
113.0—..�..— ;.�..—..�..—..� —..
D I I I I I I
R I I I I I I
Y 112.0—..—..I
8 9 10 11 12 13 14
�_i�6e_Cournty Building Department
shlakes.com
Moisture - % of Dry Weight
RECEIVE p Nnv Q 3 p
016
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
10/31/2016 15:14 77258964.° KSM ENGINEERI G PAGE 01/02
1
Z%f.71Vi
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 559-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 766-8488
FAX (561) 845-8676 E-Mail: KSMOKSMENCINEERING.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 October 28, 2016 KSM JOB # : 162939-1dlMHlaj
PERMIT # 1609-0148
CONTRACTOR Wynne Builders ,
JOB LOCATICU : a Nogales
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION " PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1.
S.W.
0" - 12" 51
111.3 114.5
97.2
2.
N.W.
51
111.9 197.7
3.
Center
" 50
109:3
95.5
4.
S.E.
" 50
110.7 1
96.7
5.
N.E.
" 50
109.1
95.3
Soil Description:
Brown Sand
In Place Moisture:
7.1 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
114.5 P.C.F.
@ Test Locations The
Density 8 Penetrometer
Readings Indicate the
Degree of Compaction Meets
n.
w.`N 1rr5`• kto Natural Grade.
Re' pe'mu71
M
No. Ba&I •�. c
W
E
G
H
T
P
114.01—.._..�.. _..i--._. j—.._..
C I I I I I I
j I I I I
F
113.0 .. ...�.._..� .._.,�..,..IJ.._..� —..
p j I I 1 1 1
R
Y 112,0,.—..�
8 9 10 11 12 13 14
r - • - Moisture - °f° 04 Dry Weight
"Keller P.
* �, T�Cie County Building Department
�anishlak.es.com
Mail It*16�
Ronald C. Feller, P.E.: 37293 / 81 Lic. No.: 860 f
I
Julie EJ Keller, RE.: 68366
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