HomeMy WebLinkAboutKSM07/16/2013 12:51 7725896469 I� KSM ENGINEERING �l PAGE 01/01
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q$ 9 i wip NOW KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND ��ESTI{NIG5 INC,
MARTIN (772) 337-7755 p O, BOX 78-1377, SEBASTIAN, FL 32978-1377 ME RASTlA i= (321) 589-0712
PALM BEACH (561) 845-7445 I wwwAsmengineering.net
8488
FAX (561) 845-8876 E-mail: KSM@KSMENGINEEAING.NET ST. LUCIE (772) 9093 589-9-6469
C.A.: 5693 FAX (772) 469
SIUIL COMPACTION REPORT
ASTM D 1657 and ASTIVI D 2922
DATE TESTED : July 15, 2013 KSM JOB # : 131120-1d1SH1km
PERMIT # 1302-0080 JOB #:
CONTRACTOR Maronda P.Q. #: Don
JOB LOCATION : 2530 Madewood; Drive
Lot 2, Oak Alley
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.W.
0" - 12" 38
108.7 109.7
yy.1
2. N.W_
39
109.1
99.5
3_ Center
39
.109.3
99.6
4_ N.E.
" t
108.0
98.5
5. S.E.
108.3
98.7
Soil Description:
Gray Brown Sand
In Place Moisture:
10.6 Percent
Optimum Moisture:
11.2 Percent
Max. Dry Density:
109.7 Percent
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree. of,Compact! on Meets
to Natural Grade.
111.01
N .
I I I I I I I
110.0 —
H I I I I I I
I
T I I I I I I I
p
C,
F T —�• I 1
,
107,0
D ,
R I I I I I I
Y I I I I I I I
106.0 t — --
8 9 10 11 12 13 14 15
T i Moisture - % of Dry Weight
`t I, Lucie County Building Department
E-end@mamnda.com - mail 3 copies'
Ronald G. Keller, P.E.: 37293 / SI Lic. No,: i 860 ! Julie E. Keller, P.E.: 68366
I
KSM1
KELLER, CHLEICHER & Ma�� WILLIAM ENGINEERING AND TESTING, INC.
MARTIN V72) 33 -7755 P.O. BOX 7$ 377, SEBASTIAN, FL 32978-1 377 SEBASTIAN (772) 589-0712
PALM BEACH (5 1) 845-7445 I www.ksmengineeting.net MELBOURNE (321) 768-8488
FAX (561) W-88 76 E Waft KSM@KSMENG(NEER(NG.NET ST LUCIE (772) 229-9093
CA.: 5693 I FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
July 15, 2013
KSM JOB # : 131120-1d/SH/km
PERMIT #
1392-0080
JOB *:
CONTRACTOR
Maronda
P.O. M
Don
JOB LOCA
ION
2530 Madewoo Drive
Lot 2, Oak Alley
Port St. Lucie, Florida
ITEM TEST
D
Compacted Foundation Fill
TEST LO
ATION
I
"FEN
DRY
MAX. DRY
PERCENT
OF SA
PLE
DEPTH
READ
I
DENSITY
PROCTOR VALUE
COMPACTION
1. S.W.
0" -12" 38
108.7
109.7
99.1
2. N.W.
" 39
.109.1
99.5
3. Center
39
.109.3
99.6
4. N.E.
38
108.0
98.5
5. S.E.
It38
108.3
so98.7
Soil Descrip
Gray Brown
In Place Mo
10.6 Percer
Optimum M
11.2 Percer
Max. Dry DE
109.7 Perce
@ Test Loci
Density & Pi
Readings In
Degree of C
The
the
lion Meets
to Natural Grade.
111.0 -1 1 1 1 1 1 1
W.
E 1 I I 1 1 I I
I
H I I I 1 I I
T I I I I I I I
?Q9.U-r---p----I--I--------r----J-----
P
I I 1 I I I
C108.0I ---I ----
F I I ! I I I 1
�� 1o7.o-i----f----i----1----i----r--i-----
ID
R 1 I I I I 1 I
Y l l ( t I t I
8 9 10 11 12 13 14 15
Res . 'tteP: l Moisture - % of Dry Weight
/ 1
Lucie County Building Department
E-ma 18"' end@maronda.com - mail 3 copies
Ronald G. Keller, P.E.: 37293 / SILic. No.: 860 / Julie E. Keller, P.E.: 68366
i