HomeMy WebLinkAboutDensity Test 1-27-2000KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712
MELBOURNE (321) 768-8488
FAX (561)' 589-6469
.mil ;d 34
® [C�IOMC D
LN'I - a
January 17, 2000
JAN El
fpuisuc WORMS
Chilbw Const. Company
1130 7 Court
Vero Beach, Florida 32960
ATTN: Steve Chilberg/Tom Downey
Re: Blue Beacon Truck Wash
1-95 and S.R. 68
St. Lucie County, Florida
KSM 991045-3D
Dear Sir:
Enclosed please find the nuclear density test results performed on the
compacted soils for the slab -on -grade in the truck wash for the referenced
project.
Should you have any questions please feel free to call me at 589-0712.
Hearndon' Construction
St. Lucie County Building Department
jk
KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712
ipl MELBOURNE (321) 768-8488
FAX (561) 589-6469
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION:
ITEM TESTED :
SOIL'COMPACTION REPORT
ASTM D 1557
January 25, 2000 JOB # : 991045-3D
99110346
Chilberg Construction
Blue Beacon Truck Wash
I-95 and S.R. 68
St. Lucie County; Florida
Compacted Soils For Slab -On -Grade In Truck Wash
---------------------------------------------------------------------
TEST LOCATION
DEPTH MOIS
DRY
MAX. DRY
PERCENT
OF SAMPLE
---------------------------------------------------------------------
TURE
DENSITY
PROCTOR VALUE
COMPACTION
1 N.E.
0" - 12" 6.5
111.5
111.3
98.7
2 S.E.
7.2
112.2
99.3
3 S.W.
8.0
111.5
98.7
4 N.W.(Retest)
7.4
112.6
99.7
KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712
MELBOURNE (321) 768-8488
r FAX (561) 589-6469
J
MOISTURE -DENSITY RELATIONSHIP
(ASTM D 1557)
DATE January 25, 2000 JOB #: 991045
CLIENT Chilberg Construction
PROJECT Blue Beacon Truck Wash
I-95 and S.R. 68
St. Lucie County, Florida
114.0-I-----I-----I-----I-----I-----I-----I-----I
W
E 113.0-I-----I-----I----- ------ I -----I
-----I
I
G
H 112.0-I-----I----P----I-----I-----I----I-----I
T
I I I I I I
P. 111.0 -I----I-----I----=I-----I-----I----I-----I
C.
F.
110.0-I-----I-----I-----I-----I-----I----I-----I
D
R
Y 109.0-I-----I-----I-----I-----I-----I---- I -----I
108.0-I-----I-----I-----I-----I-----I-----I-----I
8 9 10 11 12 - 13 14 15
Moisture - Percent Of Dry Weight
Soil Description: Dark Brown -Sand & Gray Sand w/Shell Fragments
Density- 113.0 P.C.F
11.8 Pe c t
Keller,
r
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND 1ESTING, IN-C.
f P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 . SEBASTIAN (561)•589-0712
MELBOURNE (407) 768-8488
FAX (561) 589-6469
d
January 24, 2000
flD [a
Ff
JAN 2 0 200Q-
uc'
Chilber�q Construction ^' �-'" � � '� + j!�,�'^
1130 7 Court-,.. _-
Vero Beach, FL 32962
ATTN: Steve Chilberg & Tom Downey
Re: Blue Beacon Truck Wash
I-95 and S.R. 68
St. Lucie County, Florida
KSM 991045-2D
Dear Sir:
Enclosed please find nuclear density test results performed on the stabilized
base for the driveway for the referenced project.
S ould you have any questions please feel free to call me at 589-0712.
espectful ,
R n I G: E.
p
CC' John Dean Architect
Hearndon Construction
St. Lucie County.,-
KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-071
MELBOURNE (407) 768-8488
FAX (561) 589 - 6469
SOIL COMPACTION REPORT
ASTM D 1557
DATE TESTED January 17, 2000 JOB # : 991045-2D
.PERMIT # 99110346
CONTRACTOR Chilberg Construction
JOB LOCATION: Blue Beacon Truck Wash
I-95 and S.R. 68
St. Lucie County, Florida
ITEM TESTED Stabilized Base for Concrete Driveway
MATERIAL Dark Brown Sand w/Gray Shell & Rock
Stabilizer
----------------------------------------------------------------------
TEST LOCATION
DEPTH MOIS
DRY
MAX. DRY
PERCENT
OF SAMPLE
---------------------------------------------------------------------
TURE
DENSITY
PROCTOR VALUE
COMPACTION
Drivewav
1 W.C.
0" - 12" 7.2
114.2
116.0
98.5
2 N.C.
6.5
115.6
99.7
3 E.C.
5.8
113.8
9'8.1
4 S.E.
" 7.5
114.6
98.8
i
KSM
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
MOISTURE -DENSITY RELATIONSHIP
(ASTM D 1557)
DATE January 24, 2000 JOB #: 991045
CLIENT Chilberg Construction
PROJECT Blue Beacon Truck Wash
I-95 and S.R. 68
St. Lucie County, Florida
118.0-I-----
W
E
117.0-I-----
I
G
H
116.0 ------
T
P.
115.0 ------
C.
F.
114.0 ------
D
R
Y
113.0
-----
112.0
9 10. 11 12- 13 14 15
Moisture - Percent Of Dry Weight
Soil Description: Dark Brown Sand w/Gray Shell & Rock
Stabilizer
Max. Dry•Densit 116.0 P. F.
01, t 'mum- o u 1. 5 -P c t
Ro al P.E.
I
i
-- KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
P
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712
MELBOURNE (321) 768-8488
FAX (561) 589-6469
FLORIDA BEARING VALUE
,r.
DATE TESTED
January 19, 1999
CLIENT
Chilberg Constrction
1130 7th Court
Vero Beach, Florida 32962
CONTRACTOR:
Chilberg Construction
JOB LOCATION
Blue Beacon Truck Wash
I-95 and S.R. 68
St. Lucie County, Florida
PROJECT NO.
KSM 991045
TESTED BY
T.L.S.
ITEM TESTED
Stabilized Base For Concrete Driveway
SAMPLE
LOCATION
F.B.V.
1
W.C. Section
120+
2
N.C. Section
120+
3
E.C. Section
120+
4
S.E. Section
120+