HomeMy WebLinkAboutKSM REPORT - 3-29-16IJ1ML
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 ' ' 321 MELBOURNE 768-8488
FAX 561 845-8876 www.ksmengineering.ne# ( )
( ) 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 March 29, 2016 KSM JOB # : 160548-2d/SH/ct
PERMIT # 1510-0005
CONTRACTOR Mike Fields SCANNED
BY
JOB LOCATION 2667 Dyer Road St Lucie �o�n f
Port St. Lucie, Florida y
ITEM TESTED Compacted Foundation Fill - Carport
TEST LOCATION
OF SAMPLE
DEPTH * PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE
PERCENT
COMPACTION
1.
N.E.
0" - 12" 37
106.8
111.7
95.6
2
S.E.
38
107.3
96.1
3..
Center
37
106.8
95.6
4
S.W.
39
107.9
96.6
5.
N.W.
38
107.1
95.9
Soil Description:
Brown Sand
In Place Moisture:
9.31 Percent
OpItimum Moisture:
11.�0 Percent
Max. Dry Density:
111.7 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required for
Staked FoyfjgA i; n
* P;er3,,A9 iiWgU%Ow.to Natural Grade.
• No.
}j-- r P
;crealt�
F. i .o
UNALA
�
ft
w 113.0
E
G 112.0 1—..—..I—..—..I—..—.1—..—.I—..—.1—..—.
H I I I I I
T I I I I I I
111.0—
P
I I I I I I
C 110.0
F I I I I I
109.0—
D I I I I I I
R 108.0
Y 8 9 10 11 12 13 14
i$County Building Department
41
. Keller, P.E.: 37293 / SI Lic. No.: 860
Moisture - % of Dry Weight
RECEIVED APR 09 ?01�
/ Julie E. Keller, P.E.: 68366
03/30,/2016 13:27 77258964F3�v KSM ENGINEERING PAGE 01/01
K174LER, SCHLEICHER & MaOWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337,7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-•1377 SEBASTIAN (772) 589-0712
PALM, BEAQH (661) 846-7445 www.ksmengineering.net MELBOURNE (321) 768.84613
FAX (561) 845-8876 E-Meil: KSM@KSMENGINEEI3ING.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
I
PERMIT #
CONTRACTOR
JOB LOCATION
March 29, 2016
1510-0005
Mike Fields
2667 Dyer Road
Port St. Lucie, Florida
KSM JOB # : 160548-2d/SH/ct
ITEM TESTED Compacted Foundation trill - Carport
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.! N. E. 0" - 12"
37
106.8 111.7
95.6
21 S.E.
38
107.3 tf96.1
3.1 Center
37
106.8 If
95.6
4' S.W.
39
107.9 if96.6
5. N.W.
38
107.1
95.9
Soil Description:
Brown Sand
W
113.0 1 I I
I I
InlPlace Moisture:
9.3 Percent
G
112_0 •— �--
Optimum Moisture:
T
11;,0 Percent
T
I I 1 I
111.0
I I
P
Minx. Dry Density:
I 1 I
f I
11�1.7 P.C.F.
C
11o.0 L.._..L., l._.._.1_.._.lr
.. I_..,..
@'� Test Locations The
F
I I I
) I
Density & Penetrometer
109.0-••_,.j_.._..j_.._.1_.._.j_...__r—_._
,
Readings Indicate the
p
I I I I
I f
Degree of Compaction Meets
R1os.o
Mi�limum Required for
Y
8 9 10 11
12 13 14
"-F?E+r+R ii !RTWK6 to Natural Grade. Moisture - % of Dry Weight
No. 6s,At.� RECEIVED MAR 3 0 2016
!".RP i1.0county Building Department
.Rri k�`ta. Keller, P.E.- 37293 / $I 1_1c, No.: 860 / Julie E. Keller, RE.: 68366
Tip O19
KELLER, SCHLEI°CHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO, BOX 78 1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmOngineering.net MELBOURNE (321) 768-8488
FAX (561)` 846-8676 ` E-Mail: KSM@KSMENG I NEERING. NET ST. LUCIE (772) 229-9093
C.A.: 5693 . FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1567 and ASTM D 2922
DATE TESTED
PERMIT #'
CONTRACTOR
JOB, LOCATION
i
March 29, 2016
1510-0005
Mike Fields
2.667 Dyer Road
Port St. Lucie, Florida
KSM JOB # : 160548-2d/SH/ct
ITEM TESTED Compacted Foundation_ Fill - Carport
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 37 106.8 111.7 95.6
2 S.E. 38 107.3 96.1
3. Center 37 106.8 95.6
4 S.W. 39 107.9 96.6
5. kw. 38 107.1 95.9
I'
Soil iDescription:
Brown an
W 113.0 I I I I I
In Place Moisture: E
9.3 Percent I I I I I I I
G 112.0 �..— .L_..—..L..—.1_.._.I..._.l_..—.
Optimum Moisture: T I I I I I
11.0, Percent —
Max Dry Density: I I I I I
1117P.6F. c 110.0
@ Test Locations The F I I I I I
Density &;Penetrometer 109.0
Rea dings'Indicate the p I I I I I I
Deg ,6e of Compaction Meets R 108.o I— — I _ I — I _ I — I
Mirnmum Required for Y 8 9 10 � r 14
Staked 'uAd atiw;,'
* Pilgs to Natural Grade. Moisture - % olftiDpryl e}
., �► 9h
S�s
0�.
o Publi .
St. Luc.. . �4
tali
4.
altv-
F` D.� � County Building Department
Keller, P.E.: 37293 / SI Lic. No.:860 / Julie E. Keller P.E.: 68366