HomeMy WebLinkAboutKSM REPORTL K ►S' M
KE LER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARK IN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PAL BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX 61) 845-8876 E-Mail: KSMQKSMENGINEER ING.NET ST. LUCIE (772) 229-9093
C.A.: 693 VNEE) FAX (772) 589-6469
BY o �8� SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
TE TESTED
RMIT #
CONTRACTOR
ILOCATION
November 25, 2013
1306-0294
Neandross Estate Homes
10193 S. Ocean Drive
Jensen Beach, Florida
KSM JOB # : 131791-2d/SH/km
ITEM
TESTED
Stemwall Backfill for Slab
TEST LOCATION
* PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ DENSITY
PROCTOR VALUE
COMPACTION
1
S.E.
0" - 12"
38
108.3
111.8
96.9
2.1
Center
12" - 24"
39
109.4
97.9
3.1
N.W.
Of'- 12"
39
108.9
it97.4
S it Description:
B own Sand
In'1 f lace Moisture:
9.� Percent
Optimum Moisture:
11.0 Percent
M ,i x. Dry Density:
11111.8 Percent
@ Test Locations The
DE Insity & Penetrometer
R "adings Indicate the
D1gree of ComR?ction Meets
1. a���•
Mi Imul: We'c' u e'9'S4,,,►_
J1
P
E
jural Grade.
113.0 1
W
E
I
G112.0---------� --- I ----
H I I I
T I I I I
P ,
I ! I !
C I I I I
110.0 r - - - - r - - - - - r - - - -
F I I I I
D
R I I I I I I
Y I I I I I I
8 9 10 11 12 13 14
Moisture - % of Dry Weight
RECEIVED JAN 08 2014
j jj�* �d' ounty Building Department
it To:'#�iAgposo2ihi@gmail.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
M
KEL�IER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTI ,i (772) 337-7755 PO, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM EACH (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.: 5 3 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
PE ;MIT #
CONTRACTOR
JOB LOCATION :
November 25, 2013
1306-0294
Neandross Estate Homes
10195 S. Ocean Drive
Jensen Beach, Florida
KSM JOB # : 131792-2d/SH/km
ITEM TESTED
Stemwall Backfill (Duplex)
AST
*
LOCATION
DEPTH
PEN
DRY
MAX. DRY
PERCENT
I'
OF SAMPLE
READ DENSITY
PROCTOR VALUE
COMPACTION
1.
E.
0" - 12"
39
107.1
111.8
95.9
2.
enter
12" - 24"
39
109.0
It97.5
3. 4-w-
0" - 12"
40
109.6
98.0
Soil Description:
BroL Sand
In PI'' ce Moisture:
9.3 rercent
Opti um Moisture:
.0I 11Percent
Max Dry Density:
111.8 Percent
@ T 'st Locations The
Den 1ty & Penetrometer
Rea �ings Indicate the
Degr a of CompWWaisN4ets
Mini ri um R 0, r400.
for S akelp Pa Tge'e' �f•��
* Per . F8adings Taken to rade.
Resp
• • !'
113.01 1 1 1 1 1
W
E I I I I I I
G112.0 ---
-—-- — -- — -- --;--—;-----
H I I I I I
T I I I I I I
-- -— -f - - —-— - - —
{
-- --
p
I I I I I I
C I I I I I I
-
---— --— --— -- •--- —
F I I I I I I
G— —I--- I-- — a——a-----
D
R I I I I I I
Y I I I I I I
108.0+---- 4----I-----T __--1----7----1
8 9 10 11 12 13 14
Moisture - % of Dry Weight
•
JuliePresIE' 1'..• � � .•�
Fax ' d Malf,® ••L��Rty Building Department
Emai To: mfranc'��t�ll'Ngmail.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
11/27/2013 15:26 772589646�_ KSM ENGINEERING PAGE 01/01
KSM
ELLER, SCHLEICHER & MarWILLIAM ENGINEERING AND TESTING, INC.
ARTIN (772.) 337-7755 PO. BOX 78-1377, SEBASSTIAN, FL 32978-1377 SEBASTIAN (772) 569-0712
;BALM BEACH (561) 845-7445 www.ksmengineeiing.net MELBOURNE (321) 768-8488
IAX (561) 845-8876 E-Mall: KSM@KSMENGINEEFIING.NET ST. LUCIE (772) 229-9093
?.A.; 5693 FAX (772) 589-6469
DATE TESTED
PERMIT #p
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
November 25, 2013
1306-0294
Neandross Estate Homes
10193 S. Ocean Drive
Jensen Beach, Florida
ITEM TESTED Stemwall Backfill for Slab
KSM JOB # : 131791-2d1$H/km
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.E.
0" - 12"
38
108.3 111.8
96.9
2.
Center
12" - 24"
39
109.4
97.9
3.
N. W.
0" - 12"
39
108.9
97.4
Soil Description:
Dro► 'n Sand
In Place Moisture:
9.3 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
111, 8 Percent
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Cam ction-Meets
Minim �► "q �`�&
ea�y��
for Soe '
�•�--L1_ a ;�%:�I+�'�►
IT
113.01 1 1 I 1 1
w
E
IG1 12.0I I I I
H
T I I I 1 I I
111.0 -I-- —•j•� — --•1-- — ----I
P �....
• I I + I I
FI-----
-
R I I I l I I
Y I + I I r )
108.0 r -- •r—..��..— r-- ,.t—•.—� --
8 9 10 11 12 13 14
Grade.
Moisture - °% of Dry weight
my Building Department
il.com
RECEIVED NOV 2 7 2013
Ronald G. Keller, PE.; 37293 / 31 Lic. No.-- 860 / Julie E. Keller, Rr,.: 68366