Oklahoma Department of Transportation Mix Design Report

Oklahoma Department of Transportation Mix Design Report
Version: V03.40
Asphalt Concrete, Type S3 (PG 64-22 OK)
Mat'l. Code: asco009
Binder - Recycled
APAC-Oklahoma
P/S # m00552
S3qc0061292201
(Mix ID)
(Producer/Supplier Name and Producer/Supplier Code)
APAC Central #04053 (Tulsa, OK) - 600TPH
ID: B2
(Design Type and Design Type ID)
(Material Full Name and Material Code)
PLANT ID # m00552-07
(Plant Name and Plant ID)
Aggregate
1" Rock
1/2" Chips
Scrns.
Man. Sand
Sand
Fine R.A.P.
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
Contractor / Project Site P/S # Contractor
Asphaltic Cement Type PG 64-22 OK, acem003, Asphalt Terminals and Transp LLC (Muskogee, OK), m00783
Asphalt Cement:
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
Contractor / Project
Site P/S #
Contractor
(Material Full Name, Material Code, Producer/Supplier Name, Producer/Supplier Code)
APAC-Central #019
East Quarry (Tulsa,
OK) P/S #
m006367204
Producer/Supplier:
1" Rock
1/2" Chips
Scrns.
Man. Sand
Sand
Fine
R.A.P.
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
93
46
22
4
2
2
2
2
2
1.5
100
100
100
94
21
3
2
2
2
2
1.4
100
100
100
100
81
58
40
29
22
17
13.5
100
100
100
100
93
59
31
16
9
5
4.1
Tests on Asphalt Cement
Specific Gravity @ 77 o F
100
100
100
100
100
94
71
43
16
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:
6
50
% Density
of Gmm
88.1
JMF
Min.
Max.
%
Tol.
(±)
100
98
88
80
60
42
28
18
11
6
4.8
4.8
100
98
88
80
60
42
28
18
11
6
4.8
4.5
100
91
81
73
53
37
24
14
7
3
2.8
4.1
100
100
95
87
67
47
32
22
15
9
6.8
4.9
0
7
7
7
7
5
4
4
4
3
2
0.4
Required
± 20 °F (± 10 °C)
Tests on Aggregates
Durability Index
69
F.A.A. %U
Flat and Elongated
0
Fractured Faces
100/100
Insoluble Residue
2.8
LA Abrasion
29.7
Micro-Deval
16.5
Permeability
8.3
Sand Equivalent
81
Found
1.0100
# Gyr.
Comb.
Agg.
100
100
97
92
73
55
41
31
20
13
9.1
5.2
Tests on Compressed Mixtures (@ Design AC)
Nini
Ndes
% USED
22
13
10
25
10
20
% Density Required
85.5 - 91.5
96.0
IOC
Gse
Gsb
Specimen Weight
0.20
2.653
2.619
4700
% VMA Required
Design / Field
% VFA
Required
40
min.
N/A
10
max.
85/80
min.
N/A
40
max.
N/A
12.5
max.
40
min.
Units
%
%
%
%
%
%
%
10-5cm/s
%
%
g
Tests on Compressed Mixtures
%AC
Gmb
Gmm
% Density
of Gmm
4.3
4.8
5.3
2.340
2.356
2.381
2.480
2.461
2.442
94.4
95.7
97.5
Dust Prop.
1.3
1.1
1.0
x 1st JMF Revision
Dust Prop. Req.
0.6 - 1.6
% Density Required
Design / Field
96.0 / 94.5 - 97.4
% VMA
14.5
14.4
13.9
13.5 / 13.0
61.4
70.1
82.0
ITS (PSI)
108.1
N/A min.
TSR
0.81
0.80 / 0.75 min. (Design / Field)
Compacted Wt. (lbs/sy/1" thick) =
108.7
@
4.8
3.8
Hamburg Rut Test Depth (mm)
9.93
% VFA Required
70 - 75
% Asphalt Cement
% New Asphalt Cement
12.50 max. @ 10,000 cycles
MEETS SPECIFICATION REQUIREMENTS PER SPECIAL PROVISION 708-26(a-f) 09
Comments:
Last Modified By:
Schratwieser, Edward P.
eschratw
(User Name and User ID)
Date:
1/18/2013
(mm/dd/yyyy)
x