HomeMy WebLinkAboutKSM REPORTST{ /B/,Z'OSyg
/8eZ,'n`
Walks
E` r� A Cr G M
RIJAW
KELLER, SCHLEICHER & MacWILLIAM ENGINEE I T I C.
MARTIN V72) 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 1657 and ASTM D 2922
DATE TESTED
February 19, 2018
KSM JOB # : 190640-2d/SSr)I
PERMIT #
CONTRACTOR
R & E Loader
RECEIVED
SCANNED
JOB LOCATION
6105 Balsam Drive
FEB 281019
BY
Fort Pierce, Florida
St Lucie County
r,rmittln9 Department
C
ITEM TESTED
utment
Compacted Foundation Fill - 2nd Vft
TEST LOCATION
DEPTH PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
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:
Bron Sand
In Place Moisture:
11.4 Percent
Optimum Moisture:
12.0 Percent
Mak Dry Density:
109.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Reauired for
110.0 I I I I I
W I I I I I
E I I I I
1 109.0 j—••_.1_.._.l .._L_ ._L._..J.._.._
G I I I I
H I I I 1
T I
P 108.07.
I I I I I
c I I I I
F 107.0 t .._.�_.._.I—.._I.—.._I.._.. .._.._
• � I I I I I
D I I I I I I
Y 106.0.—.._.j-_.._.r_.._�._.._�.._..y.._..�
9 10 11 12 13 14 15
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julle E. Keller, P.E.: 68366
Tip C! 1 t F
KELLER, SCHLEICHER & MacWILLIAM ENGINEERI G E kyw racy
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 February 14, 2019 KSM JOB # : 190640-1d/SS/jt
PERMIT'# 1 / z - 03 9
I
CONTRACTOR R & E Loader
JOB LOCATION 6105 Balsam Drive ,moo
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill -1st Lift.
TEST LOCATION
DEPTH
PEN
DRY
MAX.�`�DRY
PERCENT
OF SAMPLE
READ
DENSITY
Q46CTOR VALUE
COMPACTION
1.
S.E.
0" -12"
39
108.1
109.3
98.9
2.
S.W.
38
106.3
97.3
3.
Centeir
31
104.5
95.6
4.
N.W. 1
33
105.2
96.2
5.
N.E.
" '
36
105.8
96.8
Soil;Description:
Brown Sand
In Place Moisture:
13.0 Percent
Optimum,Moisture:
12.0, Percent
Max: Dry Density
109.3 P.C.F.
@ Test Locations The
Density &! Penetrometer
Readings, Indicate the
Degree of Compaction Meets
Minimum Required for
Irp'
110.0 -
W I I I I I
E I
1 109.0
G I I I I
H I I I I
T I
P 108.0 +...—.1-il.—.4—.._I.
o 1f/ _.._I.. .. �.._.._
I I I I
F I 1 I I I
107.0
D I I I I I I
R I I I I I
Y 106.0 �..—.q—..—.;—.._�.—..—�..—.. �..—..�
9 10 11 12 13 14 15
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, PS: 68366
n� n
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) 845-8B76 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 14, 2019 KSM JOB # : 190640-1 d/SS/jt
PERMIT # SCANNED
RECEIVED BY
CONTRACTOR R & E Loader St Lucie County
JOB LOCATION 6105 Balsam Drive
AUG 13 10113
Fort Pierce, Florida ST. Lucie County, permitting
ITEM TESTED Compacted Foundation Fill -1st Lift
TEST LOCATION DEPTH PEN DRY MAX.DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. &E. 0" - 12"
39
108.1 109.3
98.9
2. S.W.
38
106.3
97.3
3. Center
31
104.5
95.6
4. N'.W.
33
105.2
96.2
5. M.E.
36
105.8
96.8
Soil Description:
Brown Sand
110.0
In Place Moisture:
I
I I I I
I
13.0 Percent
w
I I I
I
E
Optimum Moisture:
G
109.0—.._.�_.._.�
I I I
I
12.0 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 j—••_•J _.4—.._I._.._I..
..�.._.._
C
I I I
I
@ Test Locations The
I I I I
I
Density & Penetrometer
F
I I I I
I
Readings Indicate the
107.0 ••—•j—••—•r——I•—••—h•—
—
Degree of Compaction Meets
I I I I
I
Minimum Required for
D
I I I I
I
Unst*gd%'��� tf9tipP
.
R
Y106.0
I I I I I
I
c
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
R17jVi
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) 76B-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
St'
ASTM D 1557 and ASTM D 2922 GG BY
N�
DATE TESTED February 19, 2018 KSNf MMe: Qay#lv2d/SS/jl
PERMIT #
CONTRACTOR R & E Loader
JOB LOCATION 6105 Balsam Drive
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill - 2nd Lift
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
DEPTH
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.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
110.0
W
I I I I I
E
I I I I
109.0 j—••—•J_.._.L
.._1._ ._I.._..�.._.._
G
I I I I
H
T
I
I I I I
108.0 .._.:
_..
P
C
I I I I
F
107.0 T-.._.J—.._.I_.._I._.._I.._..
.._.._
D
I
I I I I I
R
I I I I I
106.0
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
TIF III IL
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
\V
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
February 28, 2019
R & E Loader
6105 Balsam Drive
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill - Final Lift
KSM JOB # : 190640-3d/SS/cv
SCANNED
BY
St Lucie County
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY PROCTOR VALUE
COMPACTION
1. S.E.
24" - 36"
39
106.8 109.3
97.7
2. S.W.
45
108.4
99.2
3. Center
37
105.7
96.7
4. N.W.
42
107.6
98.4
5. N.E.
42
107.9
98.7
Soil Description:
Brown Sand
In Place Moisture:
10.1 Percent
Optimum Moisture:
12.6 Percent
Max. Dry Density:
109.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Mipi aw[vIPAquired for
110.0 -
W I I I I
E I
G 109.0
I I I I
H I I I I I
T
P 108.0.._.._.l—.._I._.._I..
C
F I I I I I I
107.0 i ..—.1—..—.t—..—�._.._�..—.. .._.._
D I I I I I I
R I I I I I
Y I I I I I
106.0—.._.;_.._.;_.._;._.._;.._..�.._..�
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