| Acapulco
Highway Project Detail |
| Project |
: Pavement Recycle on Acapulco
Highway |
| Location |
: Acapulco Highway, Mexico |
| Project Description |
: Damaged road demolition
and renovation by |
| |
Renolith Base Course with
Asphalt Concrete pavement. |
| Total Area |
: L 150 m. x W 3 m |
| Type of Existing Soil |
: Crushed rock |
| Type of Soil to Fill |
: No Fill |
| Type of Soil for Renolith
Course |
: Existing Soil |
| Typical Section |
: Renolith Course Thickness
15 cm |
| |
: Asphalt Concrete Thickness
7 cm |
| Mix Design of Renolith
Course |
: - Portland Cement 6 %
by Weight of Dry Soil |
|
- Renolith 10 % by Weight
of Portland Cement |
|
- Water 6 % by Weight of
Dry Soil |
| Equipment |
: RS500B Reclamier/Stabiliser |
|
10 Ton Roller |
|
Water Truck ( 2 ) |
|
Motor Grader |
| Construction Period |
: 6 hours |
| Mainpower |
: 6 males |
| Process |
: - Ripping off the damaged
asphalt Concrete surface. |
|
- Grading and scarifying
the road to the designed thickness. |
|
- Spreading the required
amount of cement on the work area. |
|
- Homogeneously
mixing cement to the soil. |
|
- Mixing Renolith
with water, then spraying a Renolith mixture |
|
on the crushed rock - cement.
|
|
- Homogeneously
mixing a Renolith mixture and the crushed |
|
rock - cement. |
|
- Compacting the road to
the required density. |
|
- Leveling the road for
asphalt concrete pavement. |
|
- Overlaying Asphalt Concrete
pavement. |
|
|
|
|
