HomeMy WebLinkAboutKSM SIOL COMPACTION REPORTSCANNED
BY IV cylk ff
fit. Lude CountY
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
DATE TESTED August 28, 2018
DATE TESTED August 23, 2018 KSM JOB # : 182876-1d/MH/ct
PERMIT # 1807-0221
CONTRACTOR P.J. Trucking & Land Clearing
JOB LOCATION 2687 Dyer Road
Port St Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" - 12" 53 113.4 114.8 98.8
2. S.W. 51 111.6 97.2
3. Center "' 54 114.5 99.7
4. N.E. 52 112.7 98.2
5. N.W.- of50 112.9 98.3
Soil Description:
Brown Sand with
Shell & Clay Fragments W 116.0 I I I I I
In Place Moisture: E I I I I I
8.3 Percent
G
H 115.0--..—.I_.._.f_.._�._.._�.._..;.._.._
Optimum Moisture: T
11.2 Percent I I I !
I I I I I
Max. Dry Density: P 114.0
114.8 P.C.F. c I j
I I I I I
@ Test Locations The F
Density &Penetrometer 113.0-
Readings Indicate the I I I I I
Degree of Compaction Meets D I I I I I
� M`�yi+rM! lIkygtofed for R 112.0—.._.;_.._ _.._j._.._i.._.. �.._..
8 9 10 11 12 13 14
.`` I�IF ; •n► •'�a' n to Natural Grade.
$pectfu u t6d: Moisture /o of Dry Weight
- :II tNV 'X 6
@yahoo.com
cif/aitSt. Lucie County Building Department
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 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 August 23, 2018 KSM JOB # : 182876-1d/MH/ct
PERMIT # 1087-0221
CONTRACTOR P.J. Trucking & Land Clearing Receive[)
JOB LOCATION 2687 Dyer Road SEP 0 2 2018
Port St Lucie, Florida Permitting Oe
St. Lucie County ent
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S. E.
0" - 12" 53
113.4 114.8
98.8
2.
S.W.
1151
111.6 go97.2
3.
Center
54
114.5
99.7
4.
N.E.
52
112.7
98.2
5.
N.W.
50
112.9
98.3
Soil Description:
Brown Sand with
Shell & Clay Fragments
In Place Moisture:
W
116.0
I I I I I
8.3 Percent
E
Optimum Moisture:
HI—
115.0 —. r— —I.— —I.. -1
11.2 Percent
T
j
I I I I I
Max. Dry Density:
I I I
114.8 P.C.F.
P
114.0
@ Test Locations The
C
I I I I I
j
Density &Penetrometer
Readings Indicate the
F
113.0
I
Degree of Compaction Meets
I I I I I
.
Minimum Required for
D
R
I I I I
112.0 �— — i— .. — --
UnstMealvFaupPation
.�
n V&did ken to Natural Grade.
8 9 10 11 12 13 14
.,
o I,R;' F�j• . o ,_
Moisture - % of Dry Weight
- o
.I N i
r
= tviE OF -
•• ;
Afl•
�tahoo.com
•
�•Mail• c, t,ucie County Building
Department
'•.tNAL
'1flflfl ll/11�'' .
Ronald G. Keller, P.E.: 37293 / SI Lic.
No.: 860 / Julie E. Keller, P.E.: 68366
08/24/2918 11:59 7725896469_ KSM`ENGINEERING s__, PAGE 01/01
KELLER, SCHLEICHER & MecWiLLiAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SESASTIAN (772) 589-0712
PALM BEACH (561) 545-7445 www.ksrncnginearing.net MELBOURNE (321) 768-8488
FAX (561)'845-8876 E-Mail: KSM0KSM5NGINi=ERING.NET S7 LUCIE (772) 229-9093 .
C.A.: 5693 FAX (772) 689-6469
DATE TESTED
PERMIT # - :
CONTRACTOR :
JOB LOCATION :
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922'
August 23, 2018 KSM JOB # : 182875--1dJMHfct
1087-0221 .
P.J. Trucking & Land Clearing R�cEtVso
2687 Dyer Road Pe AUG 2 2 7018
Port St Lucie, Florida s r�/1791) Un min'
h,
ITEM TESTED Compacted Foundation Fill _
TEST LOCATION w PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1.
$.E.
0" -12" 53
113.4 114.8
98.8
2.
S.W.
" 51
1.11.6 "
97.2
3.
Center
54
114.5
99.7
4.
N.E.
it52
112.7 "
98.2
S.
N.W.
50
112.9
98.3
Soil Description:
Brown Sand with
Shell & Clay Fragments
In Place Moisture:
8.3 Percent
Optimum Moisture:
11.2 Percent
Max. Dry Density:
114.8 P.C.P.
Q Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required for
1pst!Mfldej�qnaj�an
* k &Jee�d to Natural Grade.
r N
s
Keller, P. .
M Sidei TB OF : t4, '
W
E 1
G
T
P 114.0_.._.- ._�._ .....�. ..�.._.._
o I I I I I
F 113.0—••--� •• -
Y 8 9 10 11 12 13 14
o.com
County Building Department
Molsture - % of Dry Weight .
Plonakl G. Keller. P.E.: 37293 ! Sf l,.ic, NO•. pC0 / JUIIID E. Keller, PE.; 68366