HomeMy WebLinkAboutKSM REPORTSiL%L7AYi
KELLER, SCHLEICHER & MacWILLIAM ENGINEERIF-1 ETC.
MARTIN (772) 337-7755 P 0, BOX 78-1377, SEBASTIAN, FL 32978-1377 ESEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (661) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (172) 229-9093
C.A.: 5693 FAX (772) 589-6469
I
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM _TESTED.
TEST LOCATION
OF SAMPLE
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
February 19, 2018
R & E Loader
6105 Balsam Drive
Fort Pierce, Florida
Compacted Foundation Fill - 2nd Lift
KSM JOB # : 190640-2d/SS/jl
SCANNED
By
St Lucie County
DEPTH PEN DRY MAX. DRY PERCENT
READ DENSITY PROCTOR VALUE COMPACTION
1.
S.E.
12" - 24" 37
106.2 109.3
97.2
2.
S.W.
39
107.1
98.0
3.
Center
35
105.6
96.6
4.N.W.
40
107.9
98.7-
5.
N.E.'
41
108.0
98.8
Soil: Description:
Brown Sand
In Place Moisture:
11.4 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
109.3 P.C.F.
@ lest Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
MiDi'tll, n Reauired for
110.0 -
w i
E I I I I
109.0—.._.L —1.——I..—..J..—.._
G I I I I
H I I I I
T I
P 108.0 I —.—.i.—..—i.—..—i.. �..—.._
C i
• � I I I I I
• � I I I I I
D I I I I I I
R 106.0 �— — I — I I I —. I. —.
9 10 11 12 13 14 15
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860' / Julie E. Keller, P.E.: 68366
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineedng.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 February 28, 2019 KSM JOB # : 190640-3d/SS/cv
PERMIT # % !?/J•- 0 i / 2-
CONTRACTOR R & E Loader
JOB LOCATION 6105 Balsam Drive
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill - Final Lift
TEST LOCATION DEPTH
PEN
DRY MAX. DRY PERCENT
OF SAMPLE-
READ
DENSITY PROCTOR VALUE COMPACTION
1. S.E. 24" - 36"
39
106.8 109.3 97.7
2.. S.W. if45
108.4 99.2
3. Center it
37
105.7 96.7
4.; N.W.
42
107.6 98.4
5.1 N.E.
42
107.9 98.7
Soil Description:
Brown Sand
110.0 I I I I
In� Place Moisture:
I
10.1 Percent
E
I
109.0 a--• _ I_ _ I _I _ _I _ I _ _
Obtimum Moisture:
G
I I I I
13.0 Percent
H
I I I I I
T
I
Max. Dry Density:
I I I I I
109.3 P.C.F.
P
108.0
C
j I I I
@ Test Locations The
j I I I I I
Density & Penetrometer
F
Readings Indicate the
107.0 -
Degree of Compaction Meets
KIVip�lrnofiquired for
D
R
e�� t i�eB FEW., 11+°n
• ..... •
Y106.0
I I I I I
�� �c• •
;• epectf , mll .
9 10 11 12 13 14 15
• `�_
Moisture - % of Dry Weight
F.
f •f'ident
��'!: �' '�
.• esther@bellsouth.net
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
IVCILt
JMIJAVAL
KEL;LER, SCHLEICHER & MacWILLIAM ENGINEE IZIE
MARTIN (772) 337-7755 R.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTGQPY'C.
12
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 January 10, 2019 KSM JOB # : 190152-1 d/SH/ct
PERMIT # 811 ^ RECEIVED
CONTRACTOR R & E Loader Service, Inc. SCANNEg) JAN 31 2019
JOB LOCATION 5713 Myrtle Drive StLIJCl� y ST. Lucie County, Permitting
Ft. Pierce, Florida u ty
ITEM TESTED Compacted Foundation Fill for the House Pad
TEST LOCATION DEPTH PEN DRY MAK DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. - 2nd Lift 12'1- 2411
37
105.1 108.5
96.9 • ..
2. S.W. - 2nd Lift
38
106.3 if98.0
3. 'N.W. - 2nd Lift
38
106.4 if98.1
4. N.E. - 2nd Lift
37
104.9 If96.7
5. 'S. E. - 1 st Lift 011- 1211
37
105.0 of96.8
6. 'S.W. - 1 st Lift if
38
105.3
97.1
7. N.W. - 1st Lift
37
104.9
96.7
8. 'N.E. - 1st Lift
36
104.6
96.4
Soil Description:
110.0
Gray Sand
I I I
I
E
E
I I
In Place Moisture:
109.0 • - _ • . _I - I - I -
I- _
9.1i Percent
H
I I I I I
I
Optimum Moisture:
T
I I I I
_� 1.._ .L.._.a
108.0 -..
-r - -
12 '0 Percent
p
i
Max. Dry Density:
I I I I
I
108.5 P.C.F.
107.0 T-
@ Test Locations The
F
I I I I
I
Density & Penetrometer
I I I
I
Readings Indicate the
D
106.0
Degree of Compaction Meets
R
I I I I
I
Minimum Required
Y
I I I I
I
forUn$pkeaI§Fj9pndation
105.0
'�cd� ,��•®�p,�
9 10 11 12 13 14
15
e• N
Moisture - % of Dry Weight
e
ayL Ulu . f\GIfG11 r.L. "•
JSr'i- .den �.
T ur. bellsouth.net
���71±,aF++• j� �i•,1
nald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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Jan. 11.2019 1:42PM No, 0091 P. 1
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o. RECE��
iIf1�C! Y
®IN A ING1IINC.
ILEC0D�►it `t , S C H L E I C H E A& M a C W I L L I A M E N SEBASTIAN V72) 569-0712
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 MELB4URNE (321) 768-8488
PALM BEACH (561) 845-7446 www,ksmenglneering.net ST, LUCIE (772) 229-9093
FAX (561) 845.8876 E-Mail: KSMOKSMENGINEERING.NET FAX (772) 689-6469
C.A.: 5693
SOIL COMPACTION REPORT
ASTM D 1667 and ASTM D 2922
KSM JOB # : 190152-1 d/SH/ct
DATE TESTED January 10, 2019 SCANNED
PERMIT # : St By -
CONTRACTOR R & E Loader Service, Inc. �uefe County
JOB LOCATION 5713 Myrtle Drive
Ft. Pierce, Florida
ITEM TESTED Com acted Foundation Fill for the House Pad
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. - 2nd Lift 12" - 24" 37 105.1 1096,9,8.5 98.0
2• S,W, - 2nd Lift 38 106.3
38 106.4 98.1
3. N.W. - 2nd Lift 37 104.9 96.7
4. N.E. - 2nd Lift 96.g
5. S, E. -1st Lift0" -12" 37 105.97.1
6, S.W. - 1st Lift 38 105.3
37 104.9 96.7
7. N.W. -1st Lift 96.4
8. N.E. -1st Lift 36 104.E
I I I l
Soil Description: 110.0w ) 1
Gray Sand E
In Place Moisture: G 109'.0
9.1 Percent H
T I
Optimum Moisture: 10e.0 1- _.l_..�1 -1••^ •L• �•�-- •_.
12.0 Percent P I I I
I I I I I
Max. Dry Density: c 1 4_
108.5 P-C.F. 107-0
�
@ Test Locations The I 1 I
Density & Penetrometer 1.os.0 L
Readings Indicate the D I
Degree of Compaction Meets R
Minimum Required Y I I 1 I I
for UnpkiW,F,9gndation 9 10 11 12 13 14 15
011 ',+.
Moisture - % of Dry Weight
y�4 • 1 � b•• +P
r
gr• iden t� c
uraStLbelisouth.net
nald G. Keller, RE.: 37203 /SI Lie. No.: 860 / Julie E. Kellar, P.E,: 68366
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