HomeMy WebLinkAbout1999 11 03 - Nuclear Density TestKELLER, 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
November 3, 1999
City of Sebastian
1225 Main Street
Sebastian, Florida 32958
Re: Barber Street Sports Complex Expansion
Tulip Drive and Barber Street (S.W. Corner)
Sebastian, Florida
KSM 992419-3D
Dear Sir:
Enclosed please find the LBR and nuclear density test
results performed on the rock base for the asphalt pavement
in the parking lot for the referenced project.
Should you have any questions please feel free to call me
0712.
f
G
ix Asphalt of Florida, Inc.
KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING
N.O. BOX 78-1377, SEBASTIAN, FL 32978-1377
PROJECT: Barber Street Sports Complex
Sebastian, Florida
ITEM TESTED:Rock Base In parking Lot
MATERIAL TESTED: Cemented Coquina Rock
AND TESTING, INC.
SEBASTIAN (55) (i119 -U/12
MLLBOUI TNI.: 140,71 i08 041111
1 -AX I561) 589-6469
DATE: October 29, 1999
PROJECT' NO.: 992419
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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 October 26 & 27, 1999 JOB # : 992419-31)
PERMIT #
CLIENT
City of Sebastian
JOB LOCATION:
Barber Street
Sports Complex Expansion
Sebastian, Florida
ITEM TESTED
Rock Base For
Asphalt Pavement
in Parking
Lot
MATERIAL
Cemented Coquina Rock
---------------------------------------------------------------------
TEST LOCATION
DEPTH MOIS
DRY
MAX. DRY
PERCENT
OF SAMPLE
---------------------------------------------------------------------
TURE
DENSITY
PROCTOR VALUE
COMPACTION
is, Lift
1 SEE
0" - 5" 8.5
124.6
126.5
98.5
2 ATTACHED
9.2
125.2
99.0
3 LOCATION
9.5
124.8
98.7
4 PLAN
8.8
125.0
98.8
5
9.6
125.4
99.1
2nd Li. ft
6 SEE
0" - 5" 9.0
125.8
126.5
99.5
7 ATTACHED
9.5
126.2
99.8
8 LOCATION
8.8
124.5
98.4
9 PLAN
9.8
126.0
99.6
10 119.2
125.8
99.5
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