HomeMy WebLinkAboutAsphalt DensityATEC Associates, Inc.
VV/1779 Canova Street, S.E
Palm Bay, Florida 32909
(407) 724-1273
REPORT
of
IN-PLACE DENSITY ASPHALT TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Corp.
TEST METHOD : ASTM D-2922
WORK RELEASE: 3871-04
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION: 98.0 %.
TEST LOCATION DENSITY (PCF)
NO. FIELD
Class A
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 6/02/88
LAB NO. SH880898
MAX. COMP
1
200'
E
of
Schumann
R/S
125.8
126.1
99.8
2
600'
E
of
Schumann
L/S
125.5
126.1
99.5
3
1000'
E
of
Schumann
C/L
125.1
126.1
99.2
4
1400'
E
of
Schumann
R/S
126.0
126.1
99.9
5
1800'
E
of
Schumann
L/S
125.7
126.1
99.7
2200'
E
of
Schumann
C/L
126.2
126.1
100.1
•6
7
2600'
E
of
Schumann
R/S
125.9
126.1
99.8
8
3000'
E
of
Schumann
L/S
125.2
126.1
99.3
9
3400'
E
of
Schumann
C/L
126.5
126.1
100.3
10
3800'
E
of
Schumann
R/S
127.1
126.1
100.8
11
4200'
E
of
Schumann
L/S
127.0
126.1
100.7
12
4600'
E
of
Schumann
C/L
127.8
126.1
101.3
13
5000'
E
of
Schumann
R/S
128.3
126.1
101.7
14
5400'
E
of
Schumann
L/S
126.9
126.1
100.6
15
5800'
E
of
Schumann
C/L
126.7
126.1
100.5
16
6200'
E
of
Schumann
R/S
127.3
126.1
101.0
Technician:
R.Plemmons/J.Mckenna
Remarks:
Footage pulled
from South
Intersection
of Barber Street',&, .y
Schumann Drive.
(Barber
Street)
ALL TESTS MEET THE MINIMUM
REQUIREMENT
Res d�£4;1y- .Subrri t'ted,
OF
98% OF THE
MAXIMUM
DENSITY.
ATEA rsicates ,
John:
E_
Vice Pret,ident
Offices:
Cincinnati OH
Corporate Office:
i^^arra lu ris IN
Raleigh. NC
Anenorage.
AK
Dallas TX
Griffith. IN
Longmont, CO
Salisbury, MD Affiliates:
Alltrnla.
RaI
(ilkDavion
more %1C
OH
DPnver. CO
Huntsville, AL
Indianapolis, IN
Lousiville, KY
Miami, FL
Savannah. GA
Toledo. OH
f:nrrunghanr
A,.
Ft Wavne. IN
Jacksonville. FL
Montgomery. AL
Washington. DC
Garherhurg, MD
Lexington KY
Nashville. TN
West Palm Beach. FL tin"''•
ATEC Associates, Inc.
'V
1779 Canova Street, S.E.
` Palm Bay, Florida 32909
(407) 724-1273
REPORT Class A
of Page 1 of 2
IN-PLACE ASPHALT DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17 PROJECT NO.: 71-72-046
CLIENT : General Development Corp. CLIENT NO. 66
TEST METHOD : ASTM D-2922 TEST DATE 5/12/88
WORK RELEASE: 3871-04 LAB NO. SH880737
•
Offices:
Anchorage AK
Awinta (;A
Hati'mnrr MCS
uiryhav
Corporate Office: 1,o-anapubs
it.
FIELD TEST DATA
Cmcmnan OH
SPECIFIED MINIMUM PERCENT
COMPACTION 98.0 9a.
Raleigh. NC
TEST LOCATION
Gr ft lh. IN
DENSITY (PCF)
Salisbury. MD
%
NO.
Huntsville. AL
FIELD
MAX.
COMP
1
Arcadia 50' W of W
Miami. FL
128.8
126.1
102.1
Jacksonville FL
end of pavement C/L
Washington. DC
Gaitherhurq. MD
Lexington KY
2
Arcadia 450' W of W
�-
126.2
126.1
100.1
end of pavement L/S
3
Arcadia 850' W of W
126.7
126.1
100.5
end of pavement R/S
• 4
Arcadia 1250' W of W
130.6
126.1
103.6
end of pavement C/L
5
Arcadia 1450' W of W
129.8
126.1
102.9
end of pavement L/S
6
Tracy Dr 50' N of
128.5
126.1
101.9
edge of Arcadia R/S
7
Tracy Dr 450' N of
125.0
126.1
99.1
edge of Arcadia C/L
8
Tracy Dr 850' N of
125.1
126.1
99.2
edge of Arcadia L/S
9
Keystone Dr 50' N
of
123.6
126.1
98.0
edge of Arcadia R/S
10
Keystone Dr 450' N
of
131.3
126.1
104.1
edge of Arcadia C/L
11
Keystone Dr 850' N
of
125.6
126.1
99.6
edge of Arcadia L/S
12
Keystone Dr 1250' N
of
126.4
100.2
edge of Arcadia R/S
•
Offices:
Anchorage AK
Awinta (;A
Hati'mnrr MCS
uiryhav
Corporate Office: 1,o-anapubs
it.
Cmcmnan OH
Raleigh. NC
Dallas TX
Gr ft lh. IN
Longmont. CO
Salisbury. MD
Affiliates:
Davlon OH
Huntsville. AL
Lousiville. KY
Savannah. GA
"'>+
Danvei CO
Indianapolis, IN
Miami. FL
Toledo. OH
Ft Wavne. IN
Jacksonville FL
Montgomery, AL
Washington. DC
Gaitherhurq. MD
Lexington KY
Nashville, TN
West Palm Beach. FL
�-
•
ATEC Associates, Inc.
VV1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 7241273
REPORT Class A
of Page 2 of 2
IN-PLACE ASPHALT DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17 PROJECT NO.: 71-72-046
CLIENT : General Development Corp. CLIENT NO. 66
TEST METHOD : ASTM D-2922 TEST DATE 5/11/88
WORK RELEASE: 3871-04 LAB NO. PM880737
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION 98.0 %.
TEST
LOCATION
DENSITY (PCF)
John- W.,'Har1lee P.E.
%
NO.
V i ci: .President
FIELD
MAX.
COMP
13
Stratton Ave.
50' W
of
W
126.1
126.1
100.0
edge of Bristol
L/S
Ancnnraye. AK
Dalla< TX
Griffith. IN
Longmont, CO
Salisbury,, 100 - Affiliates:
14
Stratton Ave.
450' W
of
W
127.2
126.1
100.9
Miami. FL
edge of Bristol
R/S
Ft Wavne. IN
Jacksonville. FL
Montgomery. AL
Washington, DC - ��" •
15
Stratton Ave.
850' W
of
W
124.8
126.1
99.0
�6
edge of Bristol
Stratton Ave. 1250'
C/L
W
of
W
124.3
126.1
98.6
edge of Bristol
L/S
17
Miller Dr 50'
S of
N
127,7
126.1
101.3
end of pavement
R/S
18
Miller Dr 450'
S of
N
127.2
126.1
100.9
end of pavement
C/L
19
Miller Dr 850'
S of
N
126.8
126.1
100.6
end of pavement
L/S
20
Miller Dr 1250'
S of
N
126.5
126.1
100.3
end of pavement
R/S
21
Miller Dr 1650'
S of
N
123.9
126.1
98.3
end of pavement
C/L
22
Miller Dr 2050'
S of
N
127.7
126.1
101.3
end of pavement
L/S
23
Birtle Ct 100'
S of
N
128.7
126.1
102.1
end of pavement
R/S
Technician: R.Plemmons
Remarks:THE ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 98% OF MAXO.
''EENSITY.
Respectfuid'y 'S'dbi,itted,
ATEC Associates, Inc,. --
nc..-.John
John- W.,'Har1lee P.E.
V i ci: .President
Corporate Office:
innw aIx i, m:
Offices'
Cincinnati OH
Raieigh.l4!C',s
Ancnnraye. AK
Dalla< TX
Griffith. IN
Longmont, CO
Salisbury,, 100 - Affiliates:
Ari:,nta GA
Davton OH
Huntsville. AL
Lousiville. KY
Savannah. Of
firawilo e P,ffi
D' -rive, CO
Indianapoli,,:, IN
Miami. FL
Toledo. OH
Ft Wavne. IN
Jacksonville. FL
Montgomery. AL
Washington, DC - ��" •
Gallherburq. MD
Lexington KY
Nashville. TN
West Palm Beach, FL
� is
ATEC Associates, Inc.
VV1779 Canova Street S E
Palm Bay, Florida 32509
(407) 724-1273
REPORT
of
IN-PLACE ASPHALT DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Corp.
TEST METHOD : ASTM D-2922
WORK RELEASE: 3871-04
FIELD TEST DATA
Class A
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 5/11/88
LAB NO. SH880726
SPECIFIED MINIMUM PERCENT COMPACTION 98.0 %.
TEST
LOCATION
DENSITY (PCF)
%
NO.
FIELD
MAX.
COMP
1 50' E
of W end of
pavement
129.7
126.1
101.4
Alhambra
L/S
2 450' E
of W end ofP
avement
123.4
126.1
97.9
Alhambra
R/S
3 850' E
of W end of
pavement
128.8
126.1
102.1
C/L
.Alhambra
4 50' N
of Alhambra
on
127.5
126.1
101.1
Bristol
Drive L/S
5 450' N
of Alhambra
on
130.2
126.1
103.3
Bristol
Drive R/S
6 850' N
of Alhambra
on
127.6
126.1
101.2
Bristol
Drive C/L
7 1250' N
of Alhambra
on
124.1
126.1
98.4
Bristol
Drive L/S
8 1450' N
of Alhambra
on
132.2
126.1
104.8
Bristol
Drive R/S
9 1850' N
of Alhambra
on
126.3
126.1
100.2
Bristol
Drive C/L
10 2050' N
of Alhambra
on
128.5
126.1
101.9
Bristol
Drive L/S
Technician:
R.Plemmons
Remarks:THE
ABOVE TESTS
MEET THE MINIMUM REQUIREMENT OF 98% OF MAX, DENSITY.
Respectfully Submitted,
ATEC-A4sociates,::Tnc.
John
W.; Hardee P_'
Vice.
President
•
Offices:
Cinunnati Or
Corporate Office:
Raleigh. NC
Ancnnragr- Ar
Dalla,. TX
Griffith. IN
Longmont, CO
Salisbury,
MD Affiliates:
AlJarnla GA
Davton OH
Huntsville. AL
Lousiville, KY
Savannah.
GA •'"'+''" '
iltt 1tinl0rr• t,+;-'
[lan it'i CO
Indianapolis. IN
Miami. FL
Toledo. OH
r''+^°''
r''•"'' `•"''
;;n n•.ngr,arA,
Fi Wavne. IN
Jacksonville. FL
Montgomery. AL
Washington. DC
Garherhurq, MD
Lexington KY
Nashville. TN
West Palm Beach. FL ""
V�
ATEC Associates, Inc.
vy177 Canova Street, S.E
Pam Flay, Florida 32909
(407)724-1273
REPORT
of
IN-PLACE ASPHALT DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Corp.
TEST METHOD : ASTM D-2922
WORK RELEASE: 3871-04
FIELD TEST DATA
SPECIFIED MINIMUM
PERCENT COMPACTION 98.0 %.
TEST
LOCATION
Remarks:THE
DENSITY (PCF)
NO
0+0
is at Barber
Street for
Aldea.
FIELD
1
Sta
1+50
L/S
Aldea
Drive
129.2
2
Sta
5+50
R/S
Aldea
Drive
130.0
3
Sta
9+50
C/L
Aldea
Drive
125.3
4
Sta
13+50
L/S
Aldea
Drive
129.1
5
Sta
17+50
R/S
Aldea
Drive
129.1
6
Sta
0+50
L/S
Duban
Street
134.7
7
Sta
4+50
R/S
Duban
Street
125.1
8
Sta
1+50
R/S
Duncan Street
128.5
� 9
Sta
5+50
L/S
Duncan Street
130.2
Class A
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 5/10/88
LAB NO. SH880716
MAX.
126.1
126.1
126.1
126.1
126.1
126.1
126.1
126.1
126.1
COMP
102.5
103.1
99.4
102.4
102.4
106.8
99.2
101.9
103.3
Technician:
R.Plemmons
Remarks:THE
ABOVE TESTS MEET
THE MINIMUM REQUIREMENT OF 98% OF MAX. DENSITY.
0+0
is at Barber
Street for
Aldea.
0+0
is at Bristol
for Duban
& Duncan.
Resa-sect�f ully Submitted,
AT;Efi_ Associates,, Inc.
John W. Harllee P. E.
Vice President
Corporate Office:
,, i rvlan „r, r
Offices'
Cincinnati OH
Raleigh, NC
Affiliates:
me c,raae A
Da!ia< TX
Griffith. IN
Longmont, CO
Salisbury, MD
�!i;,nta GA
Davin❑ OH
Huntsville, AL
Lousrvrlle, KY
Savannah. GA ^"
Ei:+l:rnnr�R"(
C)enn'i CO
Indianapolis, IN
Miami. FL
Toledo. OH
F? wavne. IN
Jacksonville. FL
Monlqomery, AL
Washington. DC P4,.: r!
a n !.
f;a;t!ir•rhurq, MD
Lexington KY
Nashville. TN
West Palm Beach, FL "'