HomeMy WebLinkAboutAsphalti=^JP <51 PlTTSBh H TcSTING LABC ATORY
s T -C 3901 N.W 29th AVENUE. MIAMI. FLORIDA 33142
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS
!�•,E ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
F �an0 r
FOR PUBLiCA TION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
MA 3707 OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. LABORATORY No. 396
DER No.
Date: Oct. 2, 1921
CLIENT'S No.
REPORT
OF
HUBBARD-FIELD STABILITY TEST
CLIENT: General Development Corporation
1111 S. Bayshore Drive
Miami, Florida 33131
PROJECT: Sebastian Highlands w/r 3261
SAMPLE: Type II Asphalt sampled by GDC representative from unit 16 paving by
Cowan Construction.
LOCATION: Lot 7 Block 563
RESULTS:
GRADATION
SIEVE SIZE % PASSING
3/8
99
4
79
10
59
40
33
80
13
200
1.5
EXTRACTION
Bitumen: 6.00%
STABILITY
1. 1980
2. 1398
3. 1215 Ava. 1393
Tech: J. Burdick
CC- 1 Client, Attn: Ener. Cept.
2 Client, Attn: Enqr. Dept. , 3320 S.
Federal Hwy., Port St. Lucie, FL
1 City of Sebastian
1 City Engineer, Robert Llovd.
1 Tech.
2 ' �A
•
SPECI FICATIONS
9010 max.
12°a max .
1200 min.
Respectfully submitted,
PITTSBURGH TESTING LABORATORY
EAST COAST ENGINEERING
John W. Harllee, C
Vice President�,:��,�,
0.,T 1%'J" 1981
F,�rci iGer. P. S. L.
�m
PITTSBUI<G; I TESTHNG LABG.:ATORY
v
C 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142
h
C�.r''C oC`"C•�`� AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS
FFq�4H�(,HE' ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
FOR PUBLIC A TION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OMA3707 OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
DER No. LABORATORY No. 397
Date: Oct. 5, 19,81
CLIENT'S No.
REPORT
OF
HUBBARD-FIELD STABILITY TEST
CLIENT: General Development Corporation _
1111 S. Bayshore Drive
Miami, Florida 33131
PROJECT: Sebastian Highlands w/r 3861
SAMPLE: Type II Asphalt sampled by GDC representative from unit 16, pavine by
Cowan Construction.
LOCATION: Alamada Drive at Lot 8 Block 557
RESULTS:
GRADATION
SIEVE SIZE % PASSING
3/8
99
4
79
10
58
40
31
80
12
200
1.3
SPECIFICATIONS
90 max.
12% max.
1200 min. �! *la� r
0G i 1►",
Respectfully submitted,
EAST COAST ENGINEERING
PITTSBURGH TESTING LABORATORY
John W. Karl gee, _
Vice President~ '` jF:�9
ri
I1J
I `Ld VY• l • V
u �
Bitumen: 5.8"
STABILITY
1. 2162
2. 2194
3. 2260 Avo, 2205
Tech: J..Burdick, Mutter
CC- I
Client, Attn: Ener. Dept.
2
Client, Attn: Engr. Dept. , 3380 S.
Federal Hwy., Port St. Lucie, FL
1
City of Sebastian
I
City Engineer, Robert Lloyd.
1
Tech.
SPECIFICATIONS
90 max.
12% max.
1200 min. �! *la� r
0G i 1►",
Respectfully submitted,
EAST COAST ENGINEERING
PITTSBURGH TESTING LABORATORY
John W. Karl gee, _
Vice President~ '` jF:�9
ri
I1J
I `Ld VY• l • V
u �
PITTSBL.:GH TESTING LABC IATORY
3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142
90ER No. MA 3707
CLIENT'S No.
15 A "UTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS
ARE
SU BRIT TEO AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
FOR PU [LOCATION OF STATEMENTS. CONCLUSIONS OR ERTR.CTS FROM OR REG AROING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
LABORATORY No. 398
Date: Oct. 5, 1981
REPORT
OF
HUBBARD-FIELD STABILITY TEST
CLIENT: General Development Corporation
1111 S. Bayshore Drive
Miami, Florida 33131
PROJECT: Sebastian Highlands w/r 3861
SAMPLE: Type II asphalt sampled by GDC representative from unit 16 paved by
Cowan Construction.
LOCATION: Harris Drive at lot 23 block 552
RESULTS:
GRADATION
SIEVE SIZE A PASSING
3/8
99
4
78
10
55
40
30
80
10
200
6.5
EXTRACTION
Bitumen:
STABILITY
1. 1315
2. 1898
3. 1365 Avg. 1259
Tech: Burdick, flutter
CC- 1 Client, yttn: Ener. Deot.
2 Client, Attn: Enqr. Ceot. , 1131P0 S.
Federal Hay., Port St. Lucie, FL
1 City of Sebastian
1 City Engineer, Robert Lloyd.
1 Tech.
? MA
•
SPECI FICATIO?1S
90% max.
12'a max.
1200 min. 111 El
'VE'u
OCT 15 1981
Respectfully submitted,
PITTSBURGH TESTING LABORATOfST COAST ENGINEERING
1X1 � • �, �: Q
John W. Harl lee,
Vice President
61.. � alo9
r
C� •tic RLy�'��h
SAND
PITTSBIj,<GH TESTING LABC,.:ATORY
3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142
WER No. MA 3707
CLIENT'S No.
AS A -UTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS
ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
FOR PU eLICA
TION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. 3 9 9#
LABORATORY No. `_1
Date: Oct. 5, 1921
REPORT
OF
HUBBARD-FIELD STABILITY TEST
CLIENT: General Development Corporation
1111 S. Bayshore Drive
Miami, Florida 33131
PROJECT: Sebastian Highlands w/r 3861
SAMPLE: Type II asphalt sampled by GDC representative from unit 15 paved by
Cowan Construction.
LOCATION: Conover at lot 18 block 553
RESULTS:
GRADATION
SIEVE SIZE ' PASSING
3/8
99
4
76
10
55
40
30
80
11
200
1.1
rV TT,A /`TT/,►1
Bi tumen : 5.8°'-
STABILITY
1. 1°98
2. 1997
3. 1931 Avg. 1942
Tech: Burdick, Flutter
CC' 1 Client, Attn: Enar. Dept.
2 Client, Attn: Engr. Dept. , °380 S.
Federal Hwy., Port St. Lucie, FL
1 City of Sebastian
1 City Engineer, Robert Lloyd.
1 Tech.
2 MA
•
SPECIFICATIONS
90%0 max.
12'0 max.
1200 min. Pt Tier. Zai
0 i 1 5 19 61 1
Respectfully submitted,
EAST COAST ENGINEERING
PITTSBURGH TESTING LABORATORY
John W. Ilarl tee,
Vice President
w-7
PITTSBL. ,GH Tc STING LABC ;ATORY
3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142
ffq� Ano r.
WER No. MA 3707
CLIENT'S No.
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS
ARE SV BMITT ED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
FOR PUCLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
LABORATORY No. a00
Date: Oct. 5, 1941
REPORT
OF
HUBBARD-FIELD STABILITY TEST
CLIENT: General Development Corporation
1111 S. Bayshore Drive
Miami, Florida 33131
PROJECT: Sebastian Highlands w/r 3861
SAMPLE: Type II asphalt sampled by GDC representative from unit 16 paved by
Cowan Construction
LOCATION: Kildare at lot 27 block 559
RESULTS:
GRADATION
SIEVE SIZE % PASSING
3/8
99
4
78
10
59
40
33
80
13
200
1.5
P'VTIIA I�TTI'1 AI
Bitumen: 6.4% -
STABILITY
1. 1600
2. 1650
3. 1733 Avo. 1661
Tech: Burdick, Mutter
CC, 1 Client, Attn: Ener. Ceot.
2 Client, Attn: Enqr. Deot. , °3P0 5.
Federal H:•,y. , Port St. Lucie, FL
1 City of Sebastian
I City Engineer, Robert Lloyd.
1 Tech.
2 i•tA
0
SPECIFICATIONS
909 max.
12 a max.
rqR 7
1200 min. 1PP
= 1�1
l:f
OCT 151""'11
Respectfully submitted, EAST COAST. ENG!NE-E-R � G
PITTSBURGH TESTING LABORATORY
John W. Narllee,
Vice President
%y<<---PITTSB�. Gy TASTING LABC :ATORY
< 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142
r -
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, All RETORTS
F11 SAN (01 ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
MA 3707 OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
No LABORATORY No. 401
WE:R
Date: Oct. 5, 1981
CLIENT'S No.
REPORT
OF
HUBBARD-FIELD STABILITY TEST
CLIENT: General Development Corporation
1111 S. Bayshore Drive
Miami, Florida 33131
PROJECT: Sebastian Highlands w/r 3861
SAMPLE: Type II asphalt sampled by GDC representative from unit 16 paved by
Cowan Construction.
LOCATION: Kildare at Conover
RESULTS:
GRADATION
SIEVE SIZE A PASSING
3/8
99
4
77
10
57
40
32
80
12
200
1.3
Bi tumen : 6.0°'
STABILITY
1. 1980
2. 1947
3. 2030 Avg. 1986
Tech: Burdick, Mutter
CC' 1 Client, Attn: Enar. Deot.
2 Client, Attn: Engr. Dept. , 8380 S.
Federal Hwy., Port St. Lucie, FL
1 City of Sebastian
1 City Engineer, Robert Lloyd.
1 Tech.
2 IMA
0
SPECI FICATIOINS
90' max.
12'10 max.
1200 min.
Respectfully submitted, bf'T I fi ly8l
PITTSBURGH TESTING LABORj>gR:YCCAS.J ENGINEERING
John W. Harl lee,
Vice President y
' • :' J �•'• • A • -�
FORM A07 -MA
!moi' PITTSBUr<GH TESTING LABOt,ATORY
. o
a 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS CLASS "A"
N0 CNS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
FOR PUCLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVEO PENDING OUR WRITTEN APPROVAL.
ORDER No. MA 4406 LA80RATORY No. 697
Date: May 20, 1982
CLIENT'S No.
REPORT
ON
HUBBARD FIELD STABILITY TEST
CLIENT: General Development Corporation
1111 South Bayshore Drive
Miami, FL 33131
PROJECT: Sebastian Highlands w/r 3861
SAMPLE: Wearing surface, type II, Cowan Const. Co., sampled by a GDC rep. on 5--18-82
in unit 16.
LOCATION AM- Lot 7/8, blk 561, load 2 time 10:00 a.m.
RESULTS:
GRADIATION
SIEVE SIZE A.M. n PASSING P.M.
1/2"
100
3/8"
98
4
78
10
56
40
29
80
13.3
200
1.5
Bitumem:
6.24h
STABILITY
A.M. P.M.
1. 2071 1.
2. 1575 2.
3. 1785 Avg. 1810 3. Avg.
Technician: Plemmons
JWH/ck
SPECIFICATIONS
100N
cc: 1 Client, Attn: Engr. Dept. Respectfully submitted,
2 Client, Pt. St. Lucie, Engr. Dept., 8380
S. Federal Hwy., Pt. St. Lucie, 33452 PITTSBURGH TESTING LABORATORY
1 PTL Tech., Pt. Malabar `
• 1 Cty. Clerk of Sebastian, Cty. of Sebastian
PO
. . Box 127, SebastIan,FL 32958
1 Cty. Engr., Cty of Sebastian, P.O. Box 127 John W. Harllee
Sebastian, FL 32958, Attn: R. Lloyd Vice President
2 MA
902M MAX
1200 MAX
Min. 1800