HomeMy WebLinkAbout1999 10 28 - Nuclear Density TestKSM
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
October 28, 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 992419-11)
Dear Sir:
Enclosed please find the nuclear density test results
performed on the compacted subgrade for asphalt pavement in
the parking lot for the referenced project.
Should you have any questions please feel free to call me
at 589-0712.
0
cc
tf y
lix 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 25, 19999 JOB # : 992419-11)
PERMIT #
CONTRACTOR
City of Sebastian
JOB LOCATION:
Barber Street Sports Complex Expansion
Tulip ;'rive and Barber Street (S.W. Corner)
Sebastian, Florida
ITEM TESTED
Compacted Subgrade for Asphalt Pavement
in
Parking Lot
MATERIAL
Dark Gray Sand Slightly Silty
---------------------------------------------------------------------
TEST LOCATION
DEPTH MOIS DRY MAX. DRY
PERCENT
OF SAMPLE
---------------------------------------------------------------------
TURE DENSITY PROCTOR VALUE
COMPACTION
1 SEE
0" - 12" 12.5 108.6 110.6
98.2
2 ATTACHED
13.0 109.2
98.7
3 LOCATION
11.8 110.1
99.6
4 PLAN
12.0 108.6
98.2
5
11.2 109.0
98.6
6
10.8 109.5
99.0
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 �M
(ASTM D 1557)
DATE October 25, 1999 JOB #: 992419
CLIENT City of Sebastian
PROJECT Barber Street Sports Complex Expansion
Tulip Drive and Barber Street (S.W. Corner)
Sebastian, Florida
111.0 -I-----1----------1-----I----------I-----
W
I I T I I
E 110.0 -1----------1-- --1-----1----- -----I-----
0
G I I I I I I I
H 109.0-I-----�--------------1-----1--I-----
T
P. 108.0 -
C .
F.
71
107.0 (�----I-----
D I I
R I I
Y 106.-1-----I-----
I I
I I
1.05.0 -1-----I-----1-----1-----I-----I----
8 9 10 11 12 13
Moisture - 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.
14 15
BARSEA STREcT SPORTS COMPL-Fk FXPANS1mi
gtf'IG1+1"14>ZIL
rv��"+an Pen ..Inc. 7+' n.�tr�.H
�r/NNr ilKi ryrsl arty =41Eetl.G �'�'� �sPlyeas��IPMryS_ -uay JI
-T.+..+r �., rr►r.� t,o� � snrac�
srl- - 1Lc"`�Ri • �s.1z' rl�..:v.
x-FIa�1L YWCICIry/+S SGL
Pw� Incr. ro. nsw
TULI P DR 1\v
4S'or IS'$aos�
N-Iz W nrn�I� enc•c
�"'L OeI.,g 1.1
4rtL Ir} PI✓•��
♦ tnvea �sl.o'
�Is•
ss Ie's.los n-Iz \
rl�fao Gnp�
�,r. — �'yP q�,' ros n- --�.�'
T
,P•�, ___•� t1i OL�'s
,a, SN.1.L 16Tn••ZI ysl
PIC
ills P..vyy
0.('M1 �a 210'
loo
Soccer L
Ryy��,Is,
ills P..vyy
1 ' �+aer• Cl
I •jy�fy
RM/. A�
0
N
,
If1".•ai.l' H6noImP S.�nS
Rentme �anv �rr.�
G1u1fIbC pp�y.+ynn
anv mc.� oi•
�. �slpprinLlL
P�S/a+Pa cROS/.,+JrLK
�I" GslvWrr
Fjk.`L--C W= R- m
rP.
TV ae �.�c� �uP;MLM I IIA9:e
LECENIC
0 -LOCATION OF />EN91-rY TkST ON S—W36RADE
/U/25/ 1'j
LOCATION PLIW
�I
6�,.6L•�IC
mecrr
� I
• � I
a.
� I•�
41 i
�.�T•L<�.yY
TV ae �.�c� �uP;MLM I IIA9:e
LECENIC
0 -LOCATION OF />EN91-rY TkST ON S—W36RADE
/U/25/ 1'j
LOCATION PLIW