HomeMy WebLinkAboutSOIL COMPACTION REPORTKELLER, SCHLEICHER & MaoWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 DO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 760-8488
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
November 7, 2018
KSM JOB # : 183880-1 d/MH/ct
PERMIT #
SLC1808-0528
CONTRACTOR
Wynne Development
LOCATION
Spanish Lakes Country Club VillageFt:
=RECEIVEDJOB
Pierce, Florida
ITEM TESTED
Compacted Foundation Fill for the Pavilion Slab
TEST LOCATION
DEPTH *PEN DRY
MAX. DRY
PERCENT
OF SAMPLE
READ DENSITY
PROCTOR VALUE COMPACTION
1. S.E.
0" - 12" 50 108.6
113.7
95.5
2. Center
51 111.4
98.0
3. N.W.
50 110.1
96.8
Soil Description:
Brown Sand with
Traces of Shell
In Place Moisture:
6.9 Percent .
Optimum Moisture:
11.0 Percent -
Max. Dry Density:
113.7 P.C.F.
SCANNED
BY
St. Lucie County
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
IfN1911�"'
to Natural Grade.
115.0 I I I I I
W
E I I I I I I
1 114.0 .._.�_.._f._..�.._.. �.._..I .._.
G
H I ! I I I
T I I I I I
113.0
P I I I I I
I'
C 112.0 .._.! _�._.. ..._..� .. I
I I I �i �� •
F
111.0 L.._.!_.._!._.. �.._.,� .._.!_.._.
D I I I I I I
R I I I I I I
8 9 10 11 12 13 14
Moisture - % of Dry Weight
County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 1 Julie E. Keller, P.E.: 68366
Tip V 1 9
4%I;pAVA
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) 845-8876E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1667 and ASTM D 2922
DATE TESTED : November 7, 2018 KSM JOB # : 183880-1 d/MH/ct
PERMIT # SLC1808-0528 RECEIVED
CONTRACTOR Wynne Development
NOV 14 2018
JOB LOCATION Spanish Lakes Country Club Village Perlttin9 De a
Ft. Pierce, Florida St. Lucie Coutyenr
ITEM TESTED, : Compacted Foundation Fill for the Pavilion Slab
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.E.
0" - 12" 50
108.6 113.7
95.5
2.
Center
51
111.4
98.0
3.
N.W.
50
110.1
96.8
Soil Description:
Brown Sand with
Traces of Shell
115.0
I I I I I
In Place Moisture:
W
6.9 Percent
E
Optimum Moisture:
I
114.0—..—.I_.._�._..�.._..�.._..j_..—.
I
11.0 Percent
H
I
I I I I
Max. Dry Density:
T
113.0
113.7 P.C.F.
P
j
@ Test Locations The
112.0
_.._..�.._..�..
Density & Penetrometer
I
I I I I
Readings Indicate the
Ir
Degree of Compaction Meets
111.0
Minimum Required
I
I I I I I
for Staked Foundon.
ati
p
u
• ,1 �c7(»
ertl. a tr aken to Natural Grade.
R
I
I I 1 I I
°Q
Y
I I I I I
9 10 11 12 13 14
Moisture - % of Dry Weight
i e,.
m es
' al o: 4ie County Building Department
,
Leshlakes.com
O 4t
'D;•�3 �!fi'Ronald
G. Keller, P.E.: 37293 /
SI Lic. No.:
860 /
Julie E. Keller, P.E.: 68366