|
Recycled Asphalt Pavement 3/02/06
| Sieve
Size |
%
Passing |
CDOT
Grading E Specifications
% Passing |
| 1
½" |
100
|
- |
| 1" |
100
|
-
|
| ¾"
|
100 |
100 |
| ½"
|
92 |
- |
| 3/8"
|
85 |
- |
| No.
4 |
61 |
38-72 |
| No.
8 |
44 |
25-58 |
| No.
16 |
32 |
- |
| No.
30 |
23 |
- |
| No.
50 |
16 |
- |
| No.
100 |
10 |
- |
| No.
200 |
6.1 |
3-12 |
| AC
Content, %* |
4.6 |
- |
* Asphalt
cement content does not reflect an ash correction or a retention
factor.
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Class 6 Base Course
6/6/05
AASHTO T 27, Sieve Analysis of Fine and Course Aggregates
| Sieve
Size |
% Passing |
CDOT
Grading Specifications
% Passing |
| 19.0
mm (3/4") |
100 |
100 |
| 12.5
mm (1/2") |
86 |
- |
| 9.5
mm (3/8") |
73 |
- |
| 4.75
mm (No. 4) |
53 |
30-65 |
| 2.36
mm (No. 8) |
39 |
25-55 |
| 1.18
mm (No. 16) |
31 |
- |
| 600
um (No. 30) |
18 |
- |
| 300
um (No. 50) |
14 |
- |
| 150
um (No. 100) |
7 |
- |
|
75 um (No.200) |
4.0 |
3-12 |
AASHTO
T 96, Resistance to Degradation of Small Size Coarse
Aggregate
by Abrasion and Impact in the Los Angeles Machine
| Sample
I.D |
Grading
|
Weight
Before,g |
Weight
After,g |
% Loss |
| Class
6 |
D |
5000.0 |
2915 |
36 |
AASHTO
T 89, Determining the Liquid Limits of Soils
| Sample
I.D |
Liquid
Limit |
| Class
6 |
NL |
AASHTO
T 90, Determining the Plastic Limits and Plasticity Index
of Soils
| Sample
I.D |
Plastic
Limit |
Plasticity
Index |
| Class
6 |
Non-Plastic
|
NP |
AASHTO
T 180, Moisture-Density Relations of Soils
| Sample
I.D |
Maximum
Density, pcf |
Optimum
Moisture, % |
| Class
6 |
118.5 |
13.0 |
1
½" Dry Screened Rock
|
|
%
Passing |
| Sample |
1
½ Inch |
1
Inch |
¾
Inch |
½
Inch |
3/8
Inch |
No.
4 |
| 1
½ inch |
100 |
66 |
29 |
3 |
2 |
1 |
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Contact
information:
Oxford Recycling, Inc.
2400 West Oxford Avenue, Englewood, CO 80110-4340
Phone: 303-762-1160
Fax: 303-762-1746
E-Mail: info@oxfordrecycling.com
Hours: Monday-Saturday 7:00 AM to 4:30 PM
|
