HomeMy WebLinkAboutKSM Soil Compaction Reporti11 VAL
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.ksmengineedng.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 1657 and ASTM D 2922
Revised: June 21, 2018
DATE TESTED November 16, 2017 KSM JOB # : 173468-1 d/MH/ct
PERMIT # 1710-0187
CONTRACTOR JTC Concrete Plus, LLC
JOB LOCATION 8080 Germany Canal Road
Port St Lucie, Florida
ITEM TESTED Compacted Foundation Fill for the Shed Pad
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" - 12" 50
104.2 106.4
97.9
2.
Center
1150
105.5
99.2
3.
S. E.
it Rn
1 nq 7
07 r%
Soil Description:
107.0 I I I I I I
Brown Sand
w
j
E.
I
In Place Moisture:
10.2 Percent
I
G
I I I I
106.0-I--..-.1-..-4 -I.-.. I..-..-1..-.._
H
I I I I
T
Optimum Moisture:
I I I I I
12.0 Percent
P
I I I I I I
0 105.r..- •- --..-�.-..� -. -.._
Max. Dry Density:
•
I I I I I
106.4 P.C. F.
F
104.0 1-..-.�-..-.(-..-I.-..-I..-.. �..-.._
@ Test Locations The
Density & Penetrometer
D
I I I I I
Readings InligAtamg
R
Degree�� ��� �'R�Igets
Y.
103.0
Mini�, �F* �••�
Sta$e*S -APaln
9 10 11 12 13 14 15
%
* Pin. WeadinmmAMn tk Naibral Grade.
Moisture - % of Dry Weight
Ef ail to: jlbj*iffqfitogplljs@aol.com
Mail 3 Copies
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
06/21/2018 17:26 7725896459 KSM ENGINEERING PAGE
XYL
978-1 S77 SE13ASTIAN (772) 589,0712
SCNC-
k•ILEICWER & MacW1L1LIA1V1 ENG1N-32RING AND 7E�TING 7fis-a4sa
K E L L E R, P O BOX 78-1377, SESASTIAN, F MELBOURNE (32 )
MARTIN (772) 337-7755 ST L.UCIE (772) 229-9093
PALM BEACH (561) 845�7445 www_ksKSMENGINE .net 2 589-6469
FAX (561) 845-81376 E-Mail: KSMI�ICSMENGINEERWG.Ntw7 FAX (77 )
C.A.: 5693
SOIL, COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
Revised: June 2-1, 2018 KSM JOB # : 173468-1d/MH/ct
DATE TESTED November 16, 2017
PERMIT #
1-11 Q-0187 RECEIVED•
CONTRACTOR JTC Concrete Plus, LLC JUN 2 2
8080 Germany Canal Road Permitting Del..
JOB LOCATION St. Luci.
Port St Lucie, Florida
Foundation Fill for the Shed Pad
ITEM TESTED Com acted
MAX. DRY PERCENT
TEST LOCATION DEPTH
w PEN
READ
DRY
DENSITY PROCTOR VALUE COMPACTION
OF SAMPLE
97.9
1. N.W. 0" -12"
50
1 p64
104.2 .
99.2
2. Center
50
r;n
1055
. 07 1;
•1 nz �
3. S.E.
Soil Description:
107.0 I I 1 I
Brown Sand
w
In Place Moisture:
G
1176.0
10.2 Percent
H
1•
� I I j I
Optimum Moisture:
P
— r.,.. .. •..
12.0 Percent
105.0 ; —
C
Max. Dry Density:
I I I
106.4 P.C.F-
F
I
@ Test Locations The
I I I 1 I
Density & Penetrometer
R
I l I
Readings InIjowivA
Degree,?�:QJpi�Qr Zpj4 etS
Y
g 10 11 12 13 14 15
Sta`�aiion� Moisture of Dry Weight
* Fin. F,.e nc, mon t% Natral Grade.
• • M
Rped€brnitted:..
mail to: jlb,op'riS; WA*Pflus(Nao1-com
Mail 3 Copies
u--- t,4 A Kollar. RE.- 372931 SI Uc. NO.: 860 / JUlie E. Keller, P.E.: 68366