HomeMy WebLinkAbout1997 - Soil Compaction ReportKSM
KELL, SCHLEICHER & Mac WILLIAM ENGINEERING AND TESTING, INC.
P.O. B 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712
MELBOURNE (407) 768-8488
FAX(561)589-6469
SOIL COMPACTION REPORT
ASTM D 1557
DATE TESTED : April 30, 1997 JOB # : 97766-1D
PERMIT #
CONTRACTOR City of Sebastian
JOB LOCATION: Tennis Courts
Schumann Drive
Sebastian, Florida
ITEM TESTED : Tennis
Court
Subbase -
North Court
---------------------------------------------------------------------
TEST LOCATION DEPTH
PEN.
DRY
MAX. DRY PERCENT
OF SAMPLE READING
DENSITY
PROCTOR VALUE COMPACTION
---------------------------------------------------------------------
1 S.W. 0" -12"
35
108.0
109.8 98.3
2 S.E.
40
109.0
99.2
3 C• "
36
108.3
98.6
4 N.W. "
40
107.5
" 97.9
5 N:E:.
39
108.4
" 98.7
cn
Soil Description:
112.0---I------I--------�---�
Gray Sand
W
E
111.0
In Place Moisture:
I
r -r;
8.6 Percent
G
110.0 ---
--- --- ---b--- ---�---�
H
Optimum Moisture:
T
109.0------�--
------�,�-�.:.--�
12.0 Percent
P.
108.0---�---
------�---� w
Max. Dry Density:
C.
109.8 P.C.F.
F.
107.0---�-
-------------�--
@ Test Locations The
D
106.0 I---
---------I------�---�
Density Readings Indicate
R
the Degree of Compaction
Y
105.0-----
---I---I---I---1---11
Meets Minimum Required On
Unstaked Foundation.
8
9 10 11 12 13 14 15
Moisture - %r Of Dry Weight
R
spe t 1 S1 d •
_._..-
C. 6: _
na G P
Project N: /J s''i00.1.
Qi
,1%
Amount:
CC: Sebasti-
lding Department
p • • S —4• - f�
KELLER, SCHLEICHER & Mac WILLIAM ENGINEERING AND TESTING, INC.
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712
MELBOURNE (407) 768-8488
FAX(561)589-6469
SOIL COMPACTION REPORT
ASTM D 1557
DATE TESTED May 2, 1997 JOB # : 97766-21)
PERMIT #
CONTRACTOR City of Sebastian
JOB LOCATION: Tennis Courts
Schumann Drive
Sebastian, Florida
ITEM TESTED : Tennis
Court
Subbase -
South Court
lRold
---------------------------------------------------------------------
TEST LOCATION DEPTH
PEN.
DRY
MAX. DRY
PERCENT
OF SAMPLE
READING
DENSITY
PROCTOR VALUE
COMPACTION
---------------------------------------------------------------------
1 N.E. 0" -12"
40
104.1
106.1
97.1
2 N.W.
38
102.8
96.8
3 C
38
103.7
97.7
4 S.W. "
44
107.0
100.8
5 S.E.
42
105.1
99.0
Soil Description:
108.0---I---------I------�---�
Gray Virgin Soil
W
E
107.0
In Place Moisture:
I
6.2 Percent
G
106.0
-
-- ---
H H
Optimum Moisture:
T
105.0
--- ---
12.2 Percent
P.
104.0
Max. Dry Density:
C.
106.1 P.C.F.
F.
103.0 I---
--I---I---I---I---I---
@ Test Locations The
D
102.0---------I---I---�---I
Density Readings Indicate
R
the Degree of Compaction
Y
101.0--I---------I---I---�---I
Meets Minimum Required.
1
9 10 11 12
13 14 15
Moisture - o Of Dry Weight
pec ull
Submi
e
lRold
e^�Sebas
is Buil
g De4ar ment
AIL T47-
KELLER, SCHLEICHER & Mac WILLIAM ENGINEERING AND TESTING, INC.
P.O. BOX 78-0872, ORLANDO, FL 32878-0872 ORLANDO (407) 384-1880
MELBOURNE (407) 768-8488
SEBASTIAN (561) 589-0712
SOIL COMPACTION REPORT
ASTM D 1557
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
May 9, 1997
City of Sebastian
Tennis Courts
Schumann Drive
Sebastian, Florida
ITEM TESTED : Base
JOB # : 97766-3D
TEST LOCATION DEPTH
DRY
MAX. DRY
PERCENT
OF SAMPLE
DENSITY
PROCTOR VALUE
COMPACTION
---------------------------------------------------------------------
1 N.E. 0" -12"
127.1
128.0
99.2
2 N.W.
126.2
98.5
3 C
126.4
98.7
4 S.W.
125.7
98.2
5 S.E.
127.3
99.4
Soil Description:
Cemented Coquina Rock
In Place Moisture:
7.7 Percent
Optimum Moisture:
9.6 Percent
Max. Dry Density:
128.0 P.C.F.
@ Test Locations The
Density Readings Indicate
the Degree of. Compaction
Meets Minimum Required.
130.0
W
E 129.0
I
G 128.0 I------I---I--- - --- --
H
T 127.0------I-----I---�--- P. 126.0----------------�
C.
F. 125.0 ------------I------�--
0
D 124.0
R
Y 123.0---I---I---I---I---I---I--
5 6 7 8 9 10 11 12
Moisture - % Of Dry Weight
p Jent
KELLER, SCHLEICHER & Mac WILLIAM ENGINEERING AND TESTING, INC.
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712
MELBOURNE (407) 768-8488
FAX (561) 589-6469
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557
May 30, 1997
City of Sebastian
Tennis Courts
Schumann Dr.
Sebastian, FL
JOB # : 97766
ITEM TESTED : Subgrad Parking Lot
---------------------------------------------------------------------
TEST LOCATION DEPTH PEN. DRY MAX. DRY PERCENT
OF SAMPLE READING DENSITY PROCTOR VALUE COMPACTION
---------------------------------------------------------------------
1 South 0' - 12' 40 105.1 105.6 99.5
2 Center 36 104.7 99.1
3 North 37 104.9 99.3
Soil Description: 106.0 I---I------I------------
Gray/Lt. Gray Sand W
E 105.0
In Place Moisture: I
5.0 Percent G 104.0 ------ ---------I-- ---
H
Optimum Moisture: T 103.0 ---�--I---------�---� --
12.0 Percent
P. 102.0
Max. Dry Density: C.
105.6 P.C.F. F. 101.0 I------I---I---I---I- -I--
@ Test Locations The D 100.0------I------I---I---I---�
Density Readings Indicate R
the Degree of Compaction Y 99.0------I---------I---�---�
Meets Minimum Required.
8 9 10 11 12 13 14 15
Moisture - ; Of Dry Weight
e pectf 11 pub
Fio 3ald r,
--
cam,; Sebastian -Building Department
KSM
KELLER, SCHLEICHER & Mac WILLIAM ENGINEERING AND TESTING, INC.
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712
MELBOURNE (407) 768-8488
FAX (561) 589-6469
DATE TESTED :
PERMIT #
CONTRACTOR
JOB LOCATION:
SOIL COMPACTION REPORT
ASTM D 1557
May 30, 1997
City of Sebastian
Tennis Courts
Schumann Dr.
Sebastian, FL
JOB # : 97766
ITEM TESTED : Subgrad
Parking Lot
---------------------------------------------------------------------
TEST LOCATION DEPTH
PEN.
DRY
MAX. DRY
PERCENT
OF SAMPLE READING
DENSITY
PROCTOR VALUE
COMPACTION
---------------------------------------------------------------------
1 South 0' - 12'
40
105.1
105.6
99.5
2 Center
36
104.7
99.1
3 North
37
104.9
"
99.3
Soil Description:
106.0 I---I---I'--I---
---I---I--"I
Gray/Lt. Gray Sand
W
E
105.0
In Place Moisture:
I
5.0 Percent
G
104.0 I---I---
---I---I---I--
---I
H
Optimum Moisture:
T
103.0 I---I
--I---I---I---I---I
--I
12.0 Percent
P.
102.0 I--
I---I---I---I---I---I---I
Max. Dry Density:
C.
105.6 P.C.F.
F.
101.0 I---I---I"--I---I---I---I--
I
@ Test Locations The
D
100.0 I-'----I---I---I---I---�---I
Density Readings Indicate
R
the Degree of Compaction
Y
99.0 I---I---I---I---I'--I---�---I
Meets Minimum Required.
8
9 10 11 12
13 14 15
CC:
Seb7azti4n_ Building Department
Moisture - % Of Dry Weight
rXi %
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712
MELBOURNE (407) 766-8488
FAX (561) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557
DATE TESTED : June 6, 1997 JOB # : 97766-61)
PERMIT #
CONTRACTOR City of Sebastian
JOB LOCATION: Tennis Courts
Schumann Dr.
Sebastian, FL
ITEM TESTED : Base For Drive and Parking
TEST LOCATION DEPTH
PEN.
DRY
MAX. DRY
PERCENT
OF SAMPLE
---------------------------------------------------------------------
READING DENSITY
PROCTOR VALUE
COMPACTION
1 East 0' - 6'
70
129.9
130.6
99.4
2 North End
70
128.6
98.4
3 North Center
70
130.8
"
100.1
4 South Center
70
128.5
98.3
5 South End
70
129.7
99.3
Soil Description:
132.0 ------I---I---------I---
Coquina Rock
W
E
131.0
In Place Moisture:
I
7.5 Percent
G
130.0 I---I---I---I
-I---
--I---I
H
Optimum Moisture:
T
129.0 I---I---I
--I---I---I---
---
9.2 Percent
O
P.
128.0---I-
-I---------I---I
--I
Max. Dry Density:
C.
130.6 P.C.F.
F.
127.0 I---
---I---I---I------I-
-I
@ Test Locations The D 126.0 I--I---I---I---I---I---I- -I
Density Readings Indicate R
the Degree of Compaction Y 125.0 I---I------I---I---I---I --I
Meets Minimum Required.
5 6 7 8 9 10 11 12
Moisture - % Of Dry Weight
pe full* Submi
o a 11
CC: Sebastianii 3i g` De artment
I �►6 1
KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712
MELBOURNE (407) 768-8488
FAX (561) 589-6469
INVOICE
DATE June 9, 1997
JOB # KSM 97766-6D
CONTRACTOR City of Sebastian
CLIENT City of Sebastian
1225 Main St.
Sebastian, Florida 32978
JOB LOCATION: Tennis Courts
Schumann Dr.
Sebastian, Florida
Soil Compaction Test At Above Job Location $ 75.00
With Modified Proctor (ASTM D1557)
TOTAL AMOUNT DUE THIS INVOICE $ 75.00
PAYMENT DUE UPON RECEIPT
Please Place Our Job Number On All Checks To
Insure Proper Credit To Your Account
THANK YOU