HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT//a C'- N yI
SCA � V IL Is
by TILE COPY
KELL'_$LjOibAW HER & MacWfLLIAM 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 PASTM D 1557 and ASTM D 2922 `f
DATE TESTED August 21, 2018 KSM JOB # : 182844-1d/MH/ct
PERMIT # RECEIVED
CONTRACTOR J.A.F. Tractor and Bobcat Services NOV 3 0 2018
JOB LOCATION 12729 Refuge Lane
Jensen Beach, Florida sT. Lucie county, Permirtino
ITEM TESTED • Footers
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S. E.
0" - 12" 50
104.7 108.4
96.6
2.
S.W.
50
103.3
95.3
3.
W. Side
50
103.9
95.8
4.
N.W.
50
105.1
97.0
5.
N.E.
50
104.1
96.0
Soil Description:
Light Brown & Brown Sand
In Place Moisture:
3.7 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
108.4 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Stat, 4,F,9Vndation
* RdIi'_' adi;ZY'Laken to Natural Grade.
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r
cesi Of •
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nald G. Keller, P.E.: 37293 / SI Lic. No.: 860
109.0 I I I I I
W
E I I I I I I
l j I I I I
G I I I I I
H 108.0 L..—
T
j I I I
P
C 107.0 t ..— I— I.—..�..—.. .. �..—..
F I I. I I
• j I I I I
106.0 i..—.I—..—j.—..;..—...�...—..�..—..
D
R I I I I I I
Y I I I I I I
105.0�-
9 10 11 12 13 14 15
Moisture - % of Dry Weight
/ Julie E. Keller, P.E.: 68366
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AN'D TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
www.
PALM BEACH (561) 845-7445 MELBOURNE (321) 768-8488
k�mengineering.net
FAX (561) 845-8876
E-Mail. KSM@,KSMENGINEERING.NET ST. LUCIE (772) 229-9093
G.A.: 5693
FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1567 and ASTM D 2922
DATE TESTED August 21, 2018 KSM JOB #: 182844-1 d/MH/ct
PERMIT # CE ED
CONTRACTOR J.A.F, Tractor and Bobcat Servi�es RECEIVED 0
AUIG 4 2018
JOB. LOCATION :,1. 127)9 Refuge Lane
Jensen Beach, Florida 0 ty, P
c rvitting
;T Lucie county, Permitting
0 TESTED :
TEST LOCATION
DEPTH PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE I
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
S. E.
0" - 12" 60
104.7
2.
S.W.
so
103.3
3.
W. Side
50
103.9
4.
N.W.
50
105.1
5.
N. E.
50
104.1
Soil Description:
Light Brown & Brown Sand
In Place Moisture:
3.7 Percent
Optimum Moisture:;,
12.0 Percent
Max. Dry Density:
108.4 P.C. F.
@ Test Locations 1.
Density & Penetron
Readings Indicate i
Degree of Compad.
Minimum Required
for Stalk q,FqVnda1
P V%S�
f 00 J, .
'Meets
i to Natural Grade.
te(Marnail.com
I
109.0
E
I - I I !
H 108.0
T
95.3
95.8
97.0
96.0
P
107-10
F
106.0
R
y
105.0
9 10 11 12 13 14 15
Moisture - % of Dry Weight
FILE COPY
G. Keller, RE.: M93 / Sl Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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19A.
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, ISEBASTIAN, 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 October 3, 2018
PERMIT # 1804-0349
CONTRACTOR Garcia Partial Cleaning & Grading
JOB LOCATION 12739 Refuge Lane
Jensen Beach, Florida
KSM JOB # : 183432-1 d/SH/cv
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ITEM TESTED Compacted Foundation Fill for the Stemwall Backfill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 39 108.1 111.7 96.8
2. S. E. 40 109.6 if98.1
3. Center- 41 110.1 of
98.6
4. S.W. 40 108.6 97.2
5. N.W. 38 107.1 95.9
Soil Description:
Light Brown Sand W 113.0
E I I I I I
In Place Moisture:
I I I I I I
8.9 Percent G 112.0 4—
H I I I I I I
Optimum Moisture: T I
12.0 Percent P 111.0
Max. Dry Density: C I I I I I I
111.7P.C.F. 11o.0
F I I I I I
@ Test Locations The I I I I
Density & Penetrometer D 109.0-
Readings Indicate the R I I I I I
DepV,p(19Pmpaction Meets v I I I I I
niLU nj(LtTg &Dqd 108.0
9 10 11 12 13 14 15
_on ANX.. CCR''eead�rig5� Tarn to Natural Grade. I
Moisture - % of Dry Weight
.y
Kell, F'
s S! .'llli, $5 icloud.com
�a�l Fax �r4dl �Ihto: St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366