| Road at Phetchaburi Project Detail |
| Project |
: Renolith Soil-Cement Road at Phetchaburi |
|
Managed by Public Works Department |
| Location |
: Amphur Nongyaplong, Phetchaburi Province |
| Project Description |
: Trial Project for Road Construction Comparing between |
|
Renolith Road and Conventional Road |
| Total Area |
: 2 km length |
| Type of Existing Soil |
: Sand |
| Type of Soil to Fill |
: No Fill |
| Type of Soil for Renolith Course |
: Laterite |
| Typical Section 1(0+000 - 0+200) |
: Renolith Course Thickness 20 cm |
| Typical Section 2(0+200 - 0+400) |
: Renolith Course Thickness 15 cm |
| Typical Section 3(0+400 - 0+600) |
: Renolith Course Thickness 20 cm |
| Typical Section 4(0+600 - 1+000) |
: Soil Cement Thickness 20 cm |
| Typical Section 5(1+000 - 2+000) |
: Compacting Laterite Thickness 20 cm |
| Mix Design of Renolith Course |
: - Cement 5 % by Weight of Dry Soil |
|
- Renolith 5 % by Weight of Cement |
|
- Water 10% by Weight of Dry Soil |
| Equipment |
: Grader |
|
Roller Compactor |
| Construction Period |
: 5 Days, 22-26 March 1999 |
| Project Cost |
: Renolith Road 733 Bath/m3 |
| Process |
: - Clearing the construction site, and taking out organic |
|
soil such as leaves, grass, root |
|
- Mixing imported laterite with cement, then spraying |
|
Renolith and water on the prepared materials |
|
- Compacted to the dry density not less than 95 % |
|
maximum dry density |
