HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT 4-19-18n�m �, ��\� -COS 2 Co
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.ksmengineering.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
SCANNED
SOIL COMPACTION REPORT BY
ASTM D 1557 and ASTM D 292k Lucie COMP
DATE TESTED March 30, 2018 KSM JOB # : 181107-1 d/MR/cv
PERMIT # 1712-0726 RECEIVED
CONTRACTOR Wynne Development APR 1 91010
JOB LOCATION 6715 Yedra Avenue Permitting Department
Spanish Lakes Fairways St. Lucie County
Fort Fierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE READ
DENSITY
PROCTOR VALUE COMPACTION
1. S.E. 0" - 12" 46
108.5
112.2
96.7
2. S.W. if46
108.7
96.9
3. Center it47
109.7
97.8
4. N. E. 47
109.3
97.4
5. N.W. 48
110.1
98.1
Soil Description:
Light Brown Sand
113.0 ,
I I I I
1
W
I
I I I I
I
In Place Moisture:
E
I
I I I I
I
8.3 Percent
I
I I I l
I
Optimum Moisture:
G
H
I
I I I
I
11.0 Percent
112.0 -I--••—•j—••—•j
_�. �.._..� .._.._
Max. Dry Density:
P
112.2 P.C.F.
1
9 I I I
I
C
I
@ Test Locations The
I I I I
I
Density &Penetrometer
F
111.0—
Readings Indicate the
I I I I
I
Degree of Compaction Meets
I I I I
I
M4rt#UrH Rylj�ed
D
I I I I
u ation.
R
I I I I
I
�'ft
�•.
dEl� %n to Natural Grade.
Y
110.0
eS ec U y e
8
9 10 11 12
13 14
O.
Moisture - % of Dry Weight
s e
ucie County Building Department
E�i47�y� �panishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
13 �•f'�r
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.ksmengineering.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 1557 and ASTM D 2922
DATE TESTED March 30, 2018 KSM JOB # : 181107-1 d/MR/cv
PERMIT # 1712-0726 RECEIVED
CONTRACTOR Wynne Development APR ® 9 7018
JOB LOCATION 6715 Yedra Avenue
Permitting Departmu,,,
Spanish Lakes Fairways St. Lucie County
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION *PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" - 12" 46
108.5 112.2
96.7
2. S-.W. 1146
108.7
96.9
3. Center if47
109.7
97.8
4. N.E. if47
109.3
97.4
5. N.W. 48
110.1
.98.1
Soil Description:
Light Brown Sand
113.0 I I I I
1
W
I I I I I
I
In Place Moisture:
E
8.3 Percent
I
I I I I I
I
G
I
Optimum Moisture:
H
I I I
I
11.0 Percent
T
112.0 .—.j—..—.�. _f.—j..—..-j ..—...
I
Max. Dry Density:
P
I I I
I I I I
I
I
112.2 P.C.F.
I I I I I
I
@ Test Locations The
Density &Penetrometer
F
111.0-—
Readings Indicate the
I I I I
I
Degree f paction Meets
I I I I
I
M'ryivli C2ej fr'e��,�f
D
R
I I I I
I I I I I
I
`4br9n.
Pcn4�ea In>'fa�cerT.to Natural Grade.
Y
110.0—
�_� Rif` ilted e
8 9 10 11 12
13 14
Moisture - % of Dry Weight
.=' Ke er P. ' Q .• 41 *.
j I tAucie County Building Department
Email t�IdIdodspanishiakes.com
Ronald G. Keller, P.E.: 37293 / SI
Lic.
No.: 860 / Julie E. Keller, P.E.: 68366