HomeMy WebLinkAbout1999 11 02 - Nuclear Density TestKSM
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
November 2, 1999
City of Sebastian
1225 Main Street
Sebastian, Florida 32958
Re: Barber Street Sports Complex Expansion
Sebastian, Florida
KSM 992419-1D
Dear Sir:
Enclosed please find the nuclear density test results performed on the
compacted subgrade for asphalt pavement in the parking lot for the above -
referenced project.
Should you have any questions please feel free to call me at 589-0712.
a
cc: Felix Asphalt of Florida, Inc.
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
SOIL COMPACTION REPORT
ASTM D 1557
DATE TESTED October 29, 1999 JOB # : 992419-21)
PERMIT #
CLIENT City of Sebastian
JOB LOCATION: Barber Street Sports Complex Expansion
Tulip Drive and Barber Street (S.W. Corner)
Sebastian, Florida
ITEM TESTED Compacted Subgrade for Asphalt Paving
MATERIAL Dark Gray Sand Slightly Silty
---------------------------------------------------------------------
TEST LOCATION DEPTH MOIS DRY MAX. DRY PERCENT
OF SAMPLE TUBE DENSITY PROCTOR VALUE COMPACTION
---------------------------------------------------------------------
1 SEE 0" - 12" 9.5 109.1 110.6 98.6
2 ATTACHED 10.2 108.8 98.4
3 LOCATION PLAN 9.0 110.0 99.5
i�� --k2'
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 October 25, 1999 JOB If: 992419
CLIENT City of Sebastian
PROJECT Barber Street Sports Complex Expansion
Tulip Drive and Barber Street (S.W. Corner)
Sebastian, Florida
111.0-I-----I-----I-----I-----I-----I-----
W
E 110.0 -I -----
I I
G
H 109.0 -I -----
T
P. 108.0 -I--- C.
F.
107.0 ----
D
R
Y 106. -1-----
105.0 -I-----
8
Moil
I T I I I
I S I I I I I
I I I I I I
I I I I I
I I I I I I
10 11 12 13 14 15
iture - Percent Of Dry Weight
Soil Description: Dark Gray Sand Slightly Silty
Max. Dry Density: 110.6 P.C.F.
Optimum Moisture: 12.0 Percent
Ronald G. Keller, P.E.
KSM doBJJfi�6Cr S%leer SD ,rlf (ar,��eX
KELLER, SCHLEICHER & MacWILL1AM 1
ENGINEERING AND TESTING, INC. SHEET NO. of
P.O. Box 78-1377 CAICULATEDBY S DATE
SEBASTIAN, FLORIDA 32978-1377
(561) 589-0712 FAX (561) 589.6469 CHECKED BY DATE