Asphalt Specifications
Oxford and Dahlia
Longmont
Greeley
Mix
ID #4 |
Grading SXMix Design with NO
RAP (PG 64-28) |
AC |
Rice |
Unit Wt.
(PCF) |
Compaction
Required |
| #4-50 |
50 Blow Marshall Mix Design
(1% Lime) |
5.6 |
2.432 |
145.4 |
>95% |
| #4-75 |
Superpave Design:
(1% Lime)(Ndesign = 75) |
5.8 |
2.425 |
151.3 |
>92-96% |
| #4-100 |
Superpave Design:
(1% Lime) (Ndesign = 100) |
5.6 |
2.432 |
151.8 |
92-96% |
Mix
ID #7 |
Grading SMix Design with NO RAP
(PG64-22 Binder) |
AC |
Rice |
Unit Wt.
(PCF) |
Compaction
Required |
| #7-50 |
50 Blow Marshall Mix Design
(1% Lime) |
5.0 |
2.466 |
147.3 |
>95% |
| #7-75 |
Superpave Design:
(1% Lime) (Ndesign = 75) |
5.1 |
2.463 |
153.7 |
>92-96% |
| #7-100 |
Superpave Design:
(1% Lime) (Ndesign = 100) |
4.9 |
2.470 |
154.1 |
92-96% |
Mix
ID #8 |
Grading SMix Design with RAP
(PG64-22 Binder) |
AC |
Rice |
Unit Wt.
(PCF) |
Compaction
Required |
| #8-50 |
50 Blow Marshall Mix Design
(1% Lime) |
5.2 |
2.465 |
147.8 |
>95% |
| #8-75 |
Superpave Design:
(1% Lime) (Ndesign = 75) |
5.1 |
2.469 |
154.1 |
>92-96% |
| #8-100 |
Superpave Design:
(1% Lime) (Ndesign = 100) |
5.0 |
2.473 |
154.3 |
92-96% |
Mix
ID #15 |
Grading SG - Mix Design with NO RAP
(PG64-22 Binder) |
AC |
Rice |
Unit Wt.
(PCF) |
Compaction
Required |
| #15-100 |
Superpave Design:
(1% Lime) (Ndesign = 100) |
4.6 |
2.529 |
157.8 |
92-96% |
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Mix
ID #4 |
Grading CXMix Design with NO
RAP (AC-10F Binder) |
AC |
Rice |
Unit Wt.
(PCF) |
Compaction
Required |
| #4-50 |
50 Blow Marshall Mix Design |
6.0 |
|
|
>95% |
| #4-75 |
Superpave Design:
(1% Lime)(Ndesign = 75) |
6.1 |
|
|
>92-96% |
| #4-100 |
Superpave Design:
(1% Lime) (Ndesign = 100) |
|
|
|
92-96% |
Mix
ID #7 |
Grading CMix Design with NO RAP
(AC-10F Binder) |
AC |
Rice |
Unit Wt.
(PCF) |
Compaction
Required |
| #7-50 |
50 Blow Marshall Mix Design |
5.5 |
|
|
>95% |
| #7-75 |
Superpave Design:
(1% Lime) (Ndesign = 75) |
5.6 |
|
|
>92-96% |
| #7-100 |
Superpave Design:
(1% Lime) (Ndesign = 100) |
5.4 |
|
|
92-96% |
Mix
ID #8 |
Grading CXMix Design with
RAP (AC-10F Binder) |
AC |
Rice |
Unit Wt.
(PCF) |
Compaction
Required |
| #8-50 |
50 Blow Marshall Mix Design |
|
|
|
>95% |
| #8-75 |
Superpave Design:
(1% Lime) (Ndesign = 75) |
|
|
|
>92-96% |
| #8-100 |
Superpave Design:
(1% Lime) (Ndesign = 100) |
|
|
|
92-96% |
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Mix
ID #4 |
Grading CXMix Design with NO
RAP (AC-10F Binder) |
AC |
Rice |
Unit Wt.
(PCF) |
Compaction
Required |
| #4-50 |
50 Blow Marshall Mix Design |
>6.3 |
2.418 |
144.1 |
>95% |
Mix
ID #7 |
Grading CMix Design with NO RAP (AC-10F Binder) |
AC |
Rice |
Unit Wt.
(PCF) |
Compaction
Required |
| #7-50 |
50 Blow Marshall Mix Design |
6.0 |
2.434 |
144.6 |
>95% |
Mix
ID #8 |
Grading SGMix Design with RAP
(AC-10F Binder) |
AC |
Rice |
Unit Wt.
(PCF) |
Compaction
Required |
| #15-100 |
Superpave Design:
Ndesign
= 86 |
5.1 |
2.336 |
147.8 |
92-96% |
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