HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT 9-27-17_'] '
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 September 27, 2017
PERMIT# �7+6'0680
CONTRACTOR Wynne Development
JOB LOCATION 6 Bolero
Spanish Lakes Country Club
Fort Pierce, Florida
ITEM TESTED : Compacted Foundation Fill
KSM JOB # : 172945-1 d/MH/ct
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" - 12" 50
104.8 109.7
95.5
2.
N.E.
1150
105.6 It96.3
3.
Center
it50
109.3 If99.6
4.
S.W.
50
107.3 If97.8
5.
S. E.
50
106.2 It96.8
Soil Description:
Brown Sand
In Place Moisture:
9.2 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
109.7 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Staked Foundation.
* Pe-\I�eadigq�s Taken to Natural Grade.
P. _
111.0
W
E I
G 110.0—..j—..—.i
H I I I
T
I I I
P 109.0
C I I I I I
108.0 — — — —. —..—
F � ..I— . j — •i — — i.
D 107.0—.i—..—.i—..—i.—..—i.—..—
R
Y I I I I I I
106.0-
8 9 10 11 12 13 14
Moisture - % of Dry Weight
R�C��V E� 0
cr
K-2AVd_ft4o:-j 71,Zlcie County Building Department
>> h ONO,penishlakes. com
IIII II\\\V�onald G. Keller, P.E.: 37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366
09/28/2017 12:08 7725896469 KSM ENGINEERING y_ PAGE 01/01
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KELLER, S.CHLEICHER & MecWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBA$TIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail., KSM@IKSMENGINEERING.NI;T ST. LUCIE (772) 229-9093
C.A-: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED September 27, 2017
PERMIT # 1706-0680
CONTRACTOR Wynne Development
JOB LOCATION 6 Bolero
Spanish Lakes Country Club
Fort fierce, Florida
ITEM TESTED compacted Foundation Fill
KSM JOB # -. 172945-1d/MH/ct
TEST LOCATION
DEPTH w PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1,
N.W.
0" - 12" $0
104.8
109.7
95.5
2.
N. F.
IV 50
105.6
96.3
3.
Center
IT 50
109.3
"
99.6
4.
S.W.
50
107.3
97.8
5.
S.E.
50
106.2
96.8
Soil (description:
Brown Sand
In Place Moisture:
9.2 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
109.7 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Staked Foundation.
* Pen,%1Wh likgrx,Taken to Natural Grade
N _
er P.
r rt--�sic§RTE _ 4e
Moisture - % of Dry Weight
RECEIVED SEP-2 7 2017
S
l� Lpibie County Building Department
I�ishlakes.corn
<11111ti�ivnald G. Keller. PE_: 37293/ SI i ir_ No.: 860 / Julie E. Keller, PS.; 68366