Oklahoma Department of Transportation Mix Design Report

Oklahoma Department of Transportation Mix Design Report
Version: V03.04a
Asphalt Concrete, Type S3 (PG 64-22 OK)
Mat'l. Code: asco009
Binder
APAC-Oklahoma
P/S # m00552
S3qc0061201800
(Mix ID)
(Producer/Supplier Name and Producer/Supplier Code)
APAC Central #04053 (Tulsa, OK) - 600TPH
PLANT ID # m00552-07
3M+
(ESALs)
(Plant Name and Plant ID)
Aggregate
1" Rock
1/2" Chips
Scrns.
Man. Sand
Sand
Producer/Supplier
APAC-Central #019 East Quarry (Tulsa, OK) P/S # m006367204
APAC-Central #019 East Quarry (Tulsa, OK) P/S # m006367204
APAC-Central #019 East Quarry (Tulsa, OK) P/S # m006367204
APAC-Central #019 East Quarry (Tulsa, OK) P/S # m006367204
Holliday Sand & Gravel (Bixby, OK) P/S # m001997212
APAC-Central #019
East Quarry (Tulsa,
OK) P/S #
m006367204
APAC-Central #019
East Quarry (Tulsa,
OK) P/S #
m006367204
APAC-Central #019
East Quarry (Tulsa,
OK) P/S #
m006367204
APAC-Central #019
East Quarry (Tulsa,
OK) P/S #
m006367204
Holliday Sand &
Gravel (Bixby, OK)
P/S # m001997212
(Material Full Name, Material Code, Producer/Supplier Name, Producer/Supplier Code)
1" Rock
1/2" Chips
Scrns.
Man. Sand
Sand
Sieve Size
1 in (25 mm)
3/4 in (19 mm)
1/2 in (12.5 mm)
3/8 in (9.5 mm)
#4 (4.75 mm)
#8 (2.36 mm)
#16 (1.18 mm)
#30 (.600 mm)
#50 (.300 mm)
#100 (.150 mm)
#200 (.075 mm)
AC Content %
100
92
52
29
4
2
2
2
2
2
1.6
100
100
100
91
21
4
3
2
2
2
1.8
100
100
100
100
80
55
38
28
21
17
13.2
100
100
100
100
93
57
30
15
8
5
3.8
Tests on Asphalt Cement
Specific Gravity @ 77 o F
100
100
100
100
96
86
66
40
13
2
0.5
°F (°C)
305 (152)
290 (143)
325 (163)
300 (149)
Mix temperature @ discharge from mixer:
Optimum roadway compaction temperature:
Laboratory mixing temperature:
Laboratory compaction temperature:
8
100
160
% Density
of Gmm
86.3
97.0
JMF
Min.
Max.
%
Tol.
(±)
100
98
90
84
61
41
26
16
8
5
3.9
4.4
100
98
90
84
61
41
26
16
8
5
3.9
4.4
100
91
83
77
54
36
22
12
4
2
1.9
4.0
100
100
97
91
68
46
30
20
12
8
5.9
4.8
0
7
7
7
7
5
4
4
4
3
2
0.4
Tests on Aggregates
Durability Index
69
F.A.A. %U
45
Fractured Faces
100/100
Insoluble Residue
LA Abrasion
30
Micro-Deval
16.5
Permeability
7.4
Sand Equivalent
77
Found
1.0100
# Gyr.
Comb.
Agg.
Required
± 20 °F (± 10 °C)
Tests on Compressed Mixtures (@ Design AC)
Nini
Ndes
Nmax
% USED
20
17
15
33
15
Asphaltic Cement Type PG 64-22 OK, acem003, Lion Oil Co. (Muskogee, OK), m00511
Asphalt Cement:
Producer/Supplier:
ID: B1
(Design Type and Design Type ID)
(Material Full Name and Material Code)
Required
40
min.
40
min.
75/75
min.
N/A
40
max.
25
max.
12.5
max.
45
min.
85.5 - 89.4
96
< 98.4
%AC
Gmb
Gmm
% Density
of Gmm
4.1
4.6
5.1
2.352
2.379
2.408
2.482
2.463
2.445
94.8
96.6
98.5
1.0
0.9
0.8
DP Required
min.
max.
0.6
IOC
Gse
Gsb
Specimen Weight
0.14
2.647
2.622
4750
%
g
% Density Required
min.
max.
95
97
% VMA
14.0
13.4
12.8
% VMA
Req.
min.
13
ITS (PSI)
104.9
75 (min.)
TSR
0.85
Design (min.): 0.80
Compacted Wt. (lbs/sy/1" thick) =
108.7
% VFA
62.9
74.6
88.3
% VFA Required
min.
max.
65
76
Field (min.): 0.75
@
4.4
% Asphalt Cement
1.6
Hamburg Rut Test Depth (mm)
11.54
12.50 max. @ 10,000 cycles
MEETS SPECIFICATION REQUIREMENTS
Comments:
Last Modified By:
%
%
10-5cm/s
%
% Density Required
Tests on Compressed Mixtures
Dust Prop.
Units
%
%
%
Schratwieser, Edward P.
eschratw
(User Name and User ID)
Date:
4/6/2012
(mm/dd/yyyy)