HomeMy WebLinkAboutAsphaltFORM X07 -MA
PITTSBURGH TESTING LABORATORY
_o
< 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142
CLASS 11 A11
CAH RE`�r��y AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS
FE�j AN()`H� ARE SU BHI T TED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORISATION
FOR PUCLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPRDVAL.
RDER No. MA 4406 LABORATORY No. 407 R
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 3871
SAMPLED BY: GDC representative on Sept. 20, 1982.
TYPE OF MIX: Type II, asphalt from Dickerson Inc.
1. 2393 1. 2310
2. 2228 2. 2475
3. 2508 3. 2403
Avg. 2376 Ava. 2396 Min. 1200
Technician: Burdick
Respectfully submitted,
PITTSBURGH TESTING LABORATORY
JWH/ck
cc: 1 Client-, Attn.-Engr. Dept.
2 Client, Pt. St. Lucie, Engr. Dept., 8380 John W. Harllee,
S. Federal; Hwy., Pt. St. Lucie, 33452 Vice President
1 PTL Tech., Pt, -Malabar
1 City Engr. Mr. Earl Masteieer, P.O. Box 127
Sebastian Highlands, FL 32958
1 Cty. Eng Ir'. Cty of. Sebastian, P.O. Box 127 1
Sebastian, FL 32958, Attn: R. Lloyd
2 MA
GRADATION AND
EXTRACTIONS
LOCATION
OF SAMPLES
SIEVE SIZE
% PASSING SPECIFICATIONS
A.M.
P.M.
A.M.
P.M.
STREET
bike path
bike path
1/2"
100
100 100"
LOT
100` S. of
Schuman Dr.
3/811
84
83
BLOCK
Osceol Ave.
at Schuman
#4
60
59
TRUCK
3-10
Waterway
7T,
41
42 90a Max.
LOAD
7940
12
13
TIME
10:00
1:00
#80
4.2
2.2
#200
12% Max.
% BITUMEN
7.3
6.9
STABILITY
RESULTS:
A.M.
P.M.
1. 2393 1. 2310
2. 2228 2. 2475
3. 2508 3. 2403
Avg. 2376 Ava. 2396 Min. 1200
Technician: Burdick
Respectfully submitted,
PITTSBURGH TESTING LABORATORY
JWH/ck
cc: 1 Client-, Attn.-Engr. Dept.
2 Client, Pt. St. Lucie, Engr. Dept., 8380 John W. Harllee,
S. Federal; Hwy., Pt. St. Lucie, 33452 Vice President
1 PTL Tech., Pt, -Malabar
1 City Engr. Mr. Earl Masteieer, P.O. Box 127
Sebastian Highlands, FL 32958
1 Cty. Eng Ir'. Cty of. Sebastian, P.O. Box 127 1
Sebastian, FL 32958, Attn: R. Lloyd
2 MA
PITTSBURGH TESTING LAB(.., ATORY
a < 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS
yFEgsANo�ARE SUBMITTEO AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
MA 3707 OUR REPORTS 19 RESERVED PENDING OUR WRITTEN APPROVAL.
DSR No. LABORATORY No. 473
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 3871
SAMPLE: Wearing surface type II asphalt sampled by GDC representative on 11-30-81
at 2:45 p.m. from Dickerson truck 957, Load 26
LOCATION: Englar St., Lot 12, Block 615
RESULTS:
GRADATION
SIEVE SIZE % PASSING
3/8
98
4
70
10
50
40
36
80
12
200
1.1
EXTRACTION
Bitumen: 6.4%
STABILIT'f
1. 1980
2. 2145
3, 2310
Tech: J. Nutter
CC, 1,Client, Attn: En^.r. Dept.
2 Client, Attn: Enqr. Dept. , 111320 S.
Federal Hwy., Port St. Lucie, FL
1 City of Sebastian
1 City Engineer, Robert Lloyd.
1 Tech.
40 2 1'.11A
SPECIFICATIONS
900 max.
12'1 max .
1200 min.
Respectfully submitted,
PITTSBURGH TESTING LABORATORY
John W. Harl gee,
Vice Presi dent JAN 2 0 1982
I A,%T ENGINEERING
FO -11 a,--
PITTSBURGH TESTING LABORATORY
< 3901 N.W. 29th AVENGE. MIAMI. FLORIDA 33142
C� •CRf SLr��y AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS
yFE/9j ANo (•r�' ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. 474
QROER No. MA 3707 LABORATORY No.
CLIENT'S No.
REPORT
OF
HUBBARD-FIELD STABILITY TEST
CLIEUT: General Development Corporation
1111 S. Bayshore Drive
Miami, Florida 33131
PROJECT: Sebastian Highlands w/r 3871
SAMPLE: Wearing surface, type II asphalt sampled by GDC representative on 11-30-81
from Dickerson truck 311. load 2, at 9:00 a.m.
LOCATION: Ormond St., Lot 7, Block 605
RESULTS:
GRADATION
SIEVE SIZE A PASSING
3/8
99
4
74
10
44
40
39
80
13
200
1.3
Bitumen: 6.2%
STABILITY
1. 1805
2. 1815
3. 1815 Avg. 1812
Tech: J. Nutter
CC, 1 Client, Attn: Encr. Cept.
2 Client, Attn: Enar. Dept. , 032'0 5.
Federal Hwy., Port St. Lucie, ;L
1 City of Sebastian
1 City Engineer, Robert Lloyd.
1 Tech.
• 2 IMA
SPECIFICATIONS
90% max.
12% max.
1200 min.
Respectfully submitted,
PITTSBURGH TESTING LABORATORY
ITO
I !
John W. Harliee, �
L:IB
Vice President �O Ag82
EAST COAST ENGINEERINQ
J
WDER No.
CLIENT'S No.
PITTSBURGH TESTING LABORATORY
3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS CLASS 11A"
♦RE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
FOR PUL.LICATION OF STATEMENTS. CONCLUSIONS OR E. TRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
MA 4406 LABORATORY No. 564
REPORT
ON
HUBBARD FIELD STABILITY TEST
CLIENT! General Development Corporation
1111 South Bayshore Drive
Miami, FL 33131
PROJECT: Sebastian Highlands w/r 3871
SAMPLE: Type II
LOCATION (AM) Lot 9, Block 603, Caprona St.
(PM) Lot 1, Block 601, East Lane Empress Ave.
RESULTS:
FORM 107 -MA
STABILITY
A.M.
P.M.
Z. 2.
3. Avg. 2018 3. Avg. 2051 Min.
Technician: Plemmons, Cornell
JWH/ck
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 121, Sebastian,FL 32958
1 Cty. Engr., Cty of Sebastian, P.O. Box 127 John W. Harl lee
Sebastian, FL 32958, Attn: R. Lloyd Vice President
2 MA
GRADIATION
SIEVE SIZE
A.M.
PASSING P.M.
SPECIFICATIONS
1/2°
100
100
100"
3/811
97
98
4
80
79
10
55
57
1 90" MAX
40
38
41
80
19.4
18.6
200
3.4
3.6
12" MAX
% AC
6.6
7.0
STABILITY
A.M.
P.M.
Z. 2.
3. Avg. 2018 3. Avg. 2051 Min.
Technician: Plemmons, Cornell
JWH/ck
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 121, Sebastian,FL 32958
1 Cty. Engr., Cty of Sebastian, P.O. Box 127 John W. Harl lee
Sebastian, FL 32958, Attn: R. Lloyd Vice President
2 MA
0
•FE#S A N D
RDER No.
CLIENT'S No.
PITTSBURGH TESTING LABORATORY
7 -
a
< 3901 N.W 29th AVENUE. MIAMI- FLORIDA 33112
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS CLASS "A"
•RE SUBMI TTEO AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
FOR PUPLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS REAPPROVAL- PENOING OUR WRITTEN APPROVAL
MA 4406 LABORATORY No. 566
REPORT
ON
HUBBARD FIELD STABILITY TEST
CLIENT! General Development Corporation
1111 South Bayshore Drive
Miami, FL 33131
PROJECT: Sebastian Highlands w/r 3871
SAMPLE: Type II
LOCATION (AM) Lot 3, Block 606, Empress Ave., West Lane
(PM) Lot 8, Block 611, Oeceola Ct. West Lane
RESULTS:
-All A -1 -
SIEVE SIZE
A.M.
PASSING P.M.
1/2"
100
100
3/811
97
99
4
80
77
10
55
56
40
40
38
80
18.1
17.7
200
2.9
2.7
% AC
6.8
7.1
STABILITY
A.M. P.M.
�ORAA AC7-.A
SPECIFICATIONS
100;
900% MAX
12% MAX
1. 1.
2. 2.
3. Avg. 2330 3. Avg. 2290 Min.
Technician: Plemmons, Cornell
JWH/ck
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
• 1 Cty. Clerk of Sebastian, Cty. of Sebastian
P.O. Box 127, SebaStlan,rL 32958
1 Cty. Engr., Cty of Sebastian, P.O. Box 127 John W. Harl lee
Sebastian, FL 32958, Attn: R. Lloyd Vice President
2 MA
y/ PPITTSBURGH TESTING LABORATORY
3901 NW 29th AVENUE. MIAMI. FLORIDA 3,142
+5 A MUTUAL PROTECTION TO CLIENTS. THE PU9LIC AND OURSELVES. ALL REPORTS CLASS "A"
t"E!%3 aNQ Gro' +RE SUBMITTED AS TME CONFIOENTI,AL PROPERTY Of CLIENTS. AND wUTMORI2+TION
;OC
PUlLIC A TION Of STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RSVED PENDING OUR WRITTEN APPROVAL.
RIDER No. MA 4406 EERWRILABORATORY moo. 568
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 3874
SAMPLE: Type II
LOCATION (AM) Lot 21, Block 611, Osceola Ct. East Lane
(PM) Lot 13, Block 613, Schumann Dr. South Bound
RESULTS:
SIEVE SIZE
A.M.
% PASSING P.M.
1/2"
100
100
3/8"
98
97
4
82
80
10
58
55
40
43
41
80
19.4
20.1
200
3.1
3.4
% AC
6.5
6.9
STABILITY
A.M. P.M.
COk" a,' -"A
SPECIFICATIONS
1000
90% MAX
12% MAX
1. I.
2. 2.
3. Avg. 2131 3. Avg. 2305 Min.
Technician: Plemmons, Cornell
JWH/ck
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 v.
P.O. Box 121, Sebdstldn,FL 32958
1 Cty. Engr., Cty of Sebastian, P.O. Box 121 John W. Harl lee
Sebastian, FL 32958, Attn: R. Lloyd Vice President
2 MA
PITTSBURGH TESTING LABORATORY
3901 N.W 29th AVENUE. MIAMI. FLORIDA 33142
OROER No. MA 4406
CLIENT'S No.
.0 • PROTECTION TO CLIENTS- THE PUBLIC AND OURSELVES. ALL REPDRTS CLASS "A 11
+RE SUBMITT EO AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORISATION
AOR PUCLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FRO. OR REGARDING
OUR REPORT% IS RE%ERVEO PENDING OUR WRITTEN APPROVAL.
LABORATORY No. 570
REPORT
ON
HUBBARD FIELD STABILITY TEST
CLIENT: General Development Corporation
1111 South. Bayshore Drive
Miami, FL 33131
PROJECT: Sebastian Highlands w/r 3871
SAMPLE: TYpe II
LOCATION (AM) Lot 18, Block 605, Schumann Dr.SOUTH Bound
(PM) Lot 1 , Block 601, Julian
RESULTS:
f%n Ar%TRTTAAI
SIEVE SIZE
A.M.
0% PASSING P.M.
1/211
100
100
3/811
98
97
4
80
78
10
58
60
40
44
41
80
20.4
19.3
200
3.5
3.0
A AC
6.8
7.1
STABILITY
A.M. P.M.
1, 1.
2. 2.
3. Avg. 2430 3. Avg.
Technician_: Plemmons, Cornell
JWH/ck
=ORM A07 -MA
SPECIFICATIONS
1004
90% MAX
124 MAX
2310 Min.
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
P.O. Box 121, SebaStian,FL 32958
1 Cty. Engr., Cty of Sebastian, P.O. Box 127 John W. Harl lee
Sebastian, FL 32958, Attn: R. Lloyd Vice President
2 MA
`1 r' �f'o9 PITTSBURGH TESTING LABORATORY
. t a O
a < 3901 N.W 29Th AVENUE_ MIAMI. FLORIDA 33142
r
'CLASS "A"
AS A MUTUAL PROTECTION TO CLIENTS. THE IV ELIC AND OURSELVES. ALL REPORTS
Ff'94NO GNB ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. wNO AUTHORIZATION
EOR IU9LICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS (ROM OR REGARDING
MA 4406 OUR REPORTS IS REIERVED PENDING OUR WRITTEN APPROVAL. 572
*RDER No. LABORATORY No.
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 3871
SAMPLE: Type II
LOCATION (AM) Lot 26, Block 618
(PM) Lot 5, Block 615, Mabry St. North bound
RESULTS:
SIEVE SIZE
1/2"
3/8"
4
10
40
80
200
p AC
GRADIATION
A.M. PASSING P.M.
100
99
81
59
45
20.4
3.2
7.1
A.M.
STABILITY
100
98
79
61
47
21.1
3.4
6,8
P.M.
1. 1.
2.
2.
3. Avg. 2215 3. Avg. 2188
Technician: Plemmons
JWH/ck
'OR- 407 -MA
SPECIFICATIONS
100N
90*/U' MAX
120V MAX
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_. t
• 1 Cty. Clerk of Sebastian, Cty. of Sebastian
P.O. Box 127, Sebastian,FL 32958
1 Cty. Engr., Cty of Sebastian, P.O. Box 127 John W. Harl lee
Sebastian, FL 32958, Attn: R. Lloyd Vice President
2 MA
Min.