HomeMy WebLinkAboutSoil Compaction ReportleC1 t
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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 FAX (772) 589-6469
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
August 22, 2014-
N07 - 038Z
Grande Construction of Florida
2415 Atlantic Beach Boulevard
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
JOB # : 141506-1 d/ES/j1
TEST LOCATION
* PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.E.
0" - 12"
40
107.1
110.8
96.7
2.
N.W.
42
106.9
96.5
3.
Center
46
108.3
97.7
4.
S.W.
50-
106.3
95.9
5.
S.E.
36
107.5
97.0
Soil Description:
Brown and Gray Sand
In Place Moisture:
8.3 Percent
Optimum Moisture:
11.9 Percent
Max. Dry Density:
110.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimurn.Ranuired
No.68
Jie e , P.E.
idBr�tATE OF
sell
Natural Grade.
111.0 I I I I I
W
E I I I I I I
I I I I I I I
G 110.0 L.._..�.._. _..�.._ .�.._..�.._..
H I I I I I
T D
R
P Y09.0
I I I I I I
C I I I I I
I I I I I I
F 108.0 }—.._..� .._..�.._..�.._..�.._..�.._..
I I I I I I
I I I I I I
107.0—.._..�.._..�.._..�.._..�.._..�.._..,
9 10 11 12 13 14 15
Moisture - % of Dry Weight
s7l.com
permit number and submitt to the appropriate building department.
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
08/26/2014 14:08 7725896469
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KSM ENGINEERING
PAGE 01/01
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KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FIw, 32978-1377 SE5ASTIAN (772) 589-0712
PALM SSACH 561 845-7445 MELBOURNE (321) 768-8488
( ) wwvu.ksmengineer;ng.net LUCIE {772) 229-9095
FAX (561) 845-8876 E-Mail. KSM@KSMENGINEERING.NET ST. FAX (772) 589-6469
5693
SOIL. COMPACTION REPORT
ASTM D 1551 and ASTM D 2922
DATE TESTED August 22, 2014 JOB # : 14150&1d/ES/jI
PERMIT # 1407-0382
CONTRACTOR Grande Construction of Florida
JOB LOCATION 2415 Atlantic Beach Boulevard
Fort Pierce, Florida
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
w PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.E.
0" - 12" 40
107.1
110.8
96.7
2.
N.W.
42
106.9
96.5
3.
Center
46
108.3
97.7
4,
SW
50
106.3
95.9
5.
S.E.
36
107.5
97.0
Soil Description:
Brown and Gray Sand
In Place Moisture:
8.3 Percent
Optimum Moisture:
11.9 Percent
Max. Dry Density:
110.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
MinimurrLBeAuired
Julie - E.
it
to Natural Grade
111.0 I I I I
w
E I l I I I I
I I I 1 l I I
w i i I I I
T D ( I I I I I
P I I I l I I
P Y09.0 i .,_..i _..i .._..i .._..i ..—..
C I I I f I
I I I I I I
I I I I 1 I
107,0—......�.._,.�.._..�.._..�.._..�..� ..,
9 10 11 12 13 14 15
Moisture - % of Dry Welght
my Building Department
Ronald G. Keller, RE.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.. 68366