HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT10/0 /2018 15:68 7725896469 K5M ENGINEERINGPAGE 01/01
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-t.Ludu�1t�/ E,N�GINEERING AND TESTING, INC.
I< E! L E R, S G H Ir E I C H E R& NI a c W I L L I A M E L 32978^� 377 sFaAS-nAN (772) 589-0712
MAR IN (772) 337-7755 RHO• BOX 78-1377, SEBASTIAN, MELBOURNE (321) 768-8488
PALP BEACH (561) 845-7445 www,ksmengirieering.net ST. LUCIE (772) 229-9093
FAX 661) 845-8876 E-Meil. KSM@K5MENOINEERING.NE7 FAX (772) 589-6469
C.A.i5693
,TE TESTED ;
RMIT #
TRACTOR
LOCATION
ItEM TESTED
,-
TEST LOCATION
OF SAMPLE
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
KSM JOB # - 183392-2dlMH/cv
October $, 2018
1808-0128
RF
Wynne Development Oct 0
1 Elena Lane perry?/�i 94910
e Riverfront St t ,Cie 50e
Port St. Lucie, Florida �Ov ty ear
Compacted Foundation Fill - Re -Test
DEPTH * PEN DRY MAX' DRY PERCENT
READ DENSITY PROCTOR VALUE COMPACTION
N.E.
0"-12" 52
108.7 1112.0
yf.-'
98.5
. S.E.
51
110.3
96.7
. Center
53
108.3
96.5
N.W.
52
108.1
97.2
S.W.
52
108.9
,oil Description:
3rown and Gray
Sand with Clay
i 13A j I I 1 l
n place Moisture:
W
3.3 Percent
E
Dptimum Moisture:
G
112.0 — •- -- — �"' — "—"
l ^I I I
12.0 Percent
H
I
T
Max. Dry Density.
112.0 P.C.F.
P
111.0—
aQ Test Locations The
C
I i
Density & Penetrometer
I
Readings Indicate the
F
Degree of Compaction Meets
Mi; yWhrRem ed
obi'ac�ion.
R
' ;n to Natural Grade.
Y
_ I I _ I109.0
C ully l..i �.
9 10 11 12 13 14 15
No. 8
Moisture - % of Dry Weight
Building Department
ucie County
' spa nish lakes, com
•, r � I'I 1 1
o..—lk r: Vollnr P F • 379M 1 S1 LIC.
No.: 860 / Julie F. Keller, P.E.: 68366
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KELI ER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MART,N (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM EACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (;�1) 845-8876 E-Mail: KSM@KSMENGINEERING.NET . LU E 7 2) 229-9093
T
C.A.: 693 L COPY
i
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
D li E TESTED October 8, 2018 KSM JOB # : 183392-2d/MH/cv
i
PE MIT # 1808-0128
� RECEIVED
C Ij TRACTOR Wynne Development
JO LOCATION 1 Elena Lane OCT 61018
Riverfront Permitting Department
Port St. Lucie, Florida St. Lucie county
IT M TESTED Compacted Foundation Fill - Re -Test
9
EST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
j OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. �S.E.
N.E. 0" - 12" 52 108.7 112.0 97.1
2. 51 110.3 If98.5
3. Center 53 108.3 96.7
4. N.W. 52 108.1 96.5
5. S.W. 52 108.9 97.2
S6 I Description:
Br, wn and Gray
S d with Clay 113.0 I I I I 1
In j lace Moisture: W
6. Percent E
I '
O timum Moisture: G 112.0 L —•I— _I _ I — I— _
1 �.0 Percent H I I I I I I
M x. Dry Density:
1 2.0 P.C.F. P
111.0
D1iTest Locations The
nsity & Penetrometer
R adings Indicate the F
D gree of Compaction Meets 110.0—I'—"—f"—"T"—"I_' —
ollllnt u�m►� lr�Yp D I I I I I I
* �� °�• •• r R I I I I I I
•*6&,to Natural Grade. y I I I I I
ull Su ed:: 109.0 �..—..T..— — —,
' 9 10 11 12 13 14 15
— Moisture - % of Dry Weight
8FE.
oJlrl
6
We
�t ie County Building Department
El ma �'1 �%ishlakes.com
Ronald G. Keller. P.E.: 37293 / Sl Lic. No.: 860 / Julie E. Keller. P.E.: 68366