HomeMy WebLinkAboutKSM REPORTStl C 1 l
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—KEL L-ER, S-C FILE I-C-H ER-&--M a c W fL L t A N1-EN GTN EER-I N-G A N-DfTESTI N"G—I N"C
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: KSMQKSMENGINEERING.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
March 12, 2019
KSM JOB # : 191027-1d/MH/cv
PERMIT #
1901-0212
sCANI/jeb
RECEIVED
CONTRACTOR
Carter's Concrete Construction
St By
L
MAR 1 5 2019 uc/e Count
JOB LOCATION
679 Olive Street
Fort Pierce, Florida
Permitting Department
St. Lucie County
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
PEN
DRY
MAK DRY PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE COMPACTION
1. S.E.
0" - 12" 50
108.3
113.3 95.6
2. S.W.
50
109.0
96.2
3. Center
50
108.7
95.9
3. N.E.
50
109.6
96.7
3. N.W.
50
108.9
96.1
Soil Description:
Brown Sand with
Traces of Shell
In Place Moisture:
4.2 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
114.0 -
W
E
G I I
H I I I
T 113.0 } ••- -••
I I
P I I
C I
• I I I I I
F 112.0 -4-
R
I
I
I
I
Y111.0
I I
I
I
I
8
9 10
11
12
13
14
ng Department
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lim No.: 860 / Julie E. Keller, P.E.: 68366
03/13/2019 14:05 772589;AF9 KSM ENGINEERINP
MC't
PAGE 011//011
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FA
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC,
MARTIN (772) $37-7755
P.O. BOX 78-1377 SEBASTIAN .FL 3297E-1377
SEBAS71AN (772) 589-0712
PALM BEACH (561) 845-7445
www.ksmengineering.net
MELBOURNE (321) 768-8488
FAX (561) W-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
March 12, 2019 KSM JOB # : 191027-1 d/MH/ov
PERMIT#
1901-0212
RECEo
CONTRACTOR
Carter's Concrete Construction
JOB LOCATION
679 Olive Street CANNEL)
ow 1 a 1019
Fort Pierce, Florida St. LUCBy
FermtK�"y Deva menr
County
St.
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
PEN DRY MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ DENSITY PROCTOR VALUE COMPACTION
1,
S.E.
0" - 12" 50
108.3 113.3
95.6
2.
S.W.
50
109.0
96.2
3.
Center
50
108.7
95.9
3.
N.E.
50
109.E
96.7
3.
N,W.
50
108.9
96.1
Soil Description:
Brown Sand with
Traces of Shell
In Place Moisture:
4.2 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
W
E
G
H
T
P
C
F
D
R
y
Lucie County Building Department
I 1
I I
1 I
I
I
I
I
I
I
1
I I
I I
I I
I I
I
I
I
1 I I
I I I
11 12
13 14
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / $I Lio. No.: 860 1 Julia E. Keller, PE.: 68366