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_ KELLER SCHLEICHER & MacWILLIAM_ENGJ_NEER.INGJAN_D TES_T_I.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
PERMIT #
March 13, 2019
1901-0524
KSM JOB # : 190890-3d/SS/ct
CONTRACTOR
—
P.J. Trucking & Land Clearing
Jt6 R
B,
JOB LOCATION
4912 Pine Tree Drive
MAR 19 20198t. Lucie
Fort Pierce, Florida
Permitting Department
ITEM TESTED
Compacted Foundation Fill - Final Lift
St. Lucie County, FL
TEST LOCATION
DEPTH PEN DRY
MAX.DRY PERCENT
OF SAMPLE ,
READ DENSITY
PROCTOR VALUE COMPACTION
County
1.
N.W.
24" - 36" 50+
108.0 109.1
99.0
2.
Center
50
106.9
98.0
3.
S. E.
47
106.1
97.3
Soil Description:
Tan Sand with
Traces of Clay and Shell Fragments
In Place Moisture:
10.0 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
109.1 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required for
W 110.0
E I
G I I I I
H 109.0 L.._.�_.._.�_.. I. .._I.._..,.._.._
T108.0
I I I I I
I I I I I
c I I I I
F 107.0
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.._..y..—..�
Y 9 10 11 12 13 14 15
Moisture - % of Dry Weight
Iding Department
„�,, I.... 1293 / SI LiC. No.: 860 / Julie E. metier, P.E.: 68366
KELLER, SCHLEICHER_& MacWIL_LIAM_ENGJ_N_EERING- N_D TES_T_I.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 13, 2019 KSM JOB # : 190890-2d/SS/ct
PERMIT# 1901-0524 SCANNED
CONTRACTOR P.J. Trucking & Land Clearing St. Lucie County
JOB LOCATION 4912 Pine Tree Drive
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill - 1st Lift & 2nd Lift
TEST LOCATION DEPTH
PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1. N.W. 0" - 12"
48
107.1 109.1
98.2
2. Center .
50
108.2
99.2
3. S.E.
46
106.5
97.6
4. S.W. 12" - 24"
43
104.6
95.9
5. Center
49
107.8
98.8
6. N.E.
49
107.2
98.3
Soil Description:
Tan Sand with
Traces of Clay and Shell Fragments
W
110.0 ' 1 1 1
1 1
In Place Moisture:_
E
I I I
I I
10.2 Percent
G
I I
I I
Optimum Moisture:
I
12.0 Percent
T
I I I
I
Max. Dry Density:
P
• I I
108.o L • • — • '—
1 .t_.._I._.._I..
I I
..,..—.._
109.1 P.C.F.
C
I
I I I
I
@ Test Locations The
F
107.0 L••—•'—••—•� I
I I
Density & Penetrometer
Readings Indicate the
I I I
I I
Degree of Compaction Meets
I I I
I I
Minimum Required for
R
106.0 -—•i—••—•o--••-1-••—:••—••
1-•—• ,
9 10 11 12
13 14 15
Q
Moisture - % of Dry Weight
County Building Department
G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
03/14/2019 15: 7725891: i KSM ENGINEERING
' I
PAGE 01/02
KELLER, SCHLEICHER & MaoWILLIAM ENGINEERING AND
TESTING, INC.
MARTIN (772) 337-7755
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SFBASTIAN (772) 589-0712
PALMSEACH (561) W-7445
www.ksmengineering.net MELBOURNE (321) 768-8488
ST. LUCIE (772) 2294093
FAX (561) 845-8876
E-Mail, KSM@KSMENGINEERING.NET
FAX (772) 589-6469
C.A.: 5693
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
March 13, 2019 KSM JOB #
: 19089A/SS/ct
PERMIT #
1901-0524
QyNFO
Sttucie
ColiRrY
CONTRACTOR
P.J. Trucking & Land Clearing
�ENED
JOB LOCATION
4912 Pine Tree Drive
Fort Pierce, Florida
MAR 1 41R19
PB
o
t. Lucie Cuntmven
Sc
ITEM TESTED
Compacted Foundation Fill - Final Lift
TEST LOCATION
PEN DRY MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ DENSITY PROCTOR VALUE
COMPACTION
1. N.W.
24" - 36" 50+ 108.0 109.1
99.0
2. Center
50 106.9 "
96.0
3. S.E.
47 106.1 "
97.3
Soil Description:
Tan Sand with .
Traces of Clay and Shell Fragments
In Place Moisture:
10.0 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
109.1 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
W 110.0
E I
G
H 109.0
T
C I I I I I
I I I I I
I I I I I I
R 105.0 �.._.i .._.p_.._i—.._i.._..y.._..�
Y 9 10 11 12 13 14 15
1g Department
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lio. No.: 860 / Julie E. Keller, P.E.: 68366
03/14/2019 15:37 7725896 KSM ENGINEERING " PAGE 02/02
I ,
�C!1 Ar
KELLER, SCHLEICHER & MacWILL1AM ENGINEERING AND TESTING, INC.
MARTIN (772) $37-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM EFACH (561) W-7445 www.ksmengineeNng.net MEL13OURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM®KSMENGINEERING.NET ST. LUCIE (T72) 229-909$
C.A.: 5693 FAX (T72) 589-6469
SOIL COMPACTION REPORT
ASTM D 1567 and ASTM D 2922
DATE TESTED March 13, 2019 KSM JOB # : 190890-2d/SS/ct
PERMIT# 1901-0524
CONTRACTOR P.J. Trucking & Land Clearing
JOB LOCATION 4912 Pine Tree Drive BY
SCANNED
Fort Pierce, Florida
St. Lucie County
ITEM TESTED Compacted Foundation Fill - 1 st Lift & 2nd Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" -12"
48
107.1 109.1
98.2
2.
Center .
50
108.2
99.2
3.
S-E.
46
106.5
97.6
4.
S.W.
12" - 24"
43
104.6
95.9
5.
Center
49
107.8
98.8
5.
N.E.
49
107.2
98.3
Soil Description:
Tan Sand with
Traces of Clay and Shell Fragments
in Place Moisture:
10.2 Percent
Optimum Moisture:
12,0 Percent
Max. Dry Density:
109.1 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
W 110.0 1
E I
G
T I I I I I
108.0
I I i I
C I 1 l I
F 107.0
I I I I I
D I I I I I I
R 106.0
Y 9 10 11 12 13 14 15
ling Department
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / 51 Lic. No.: e60 7 Julie E. Keller, P.E.: 69366