| Road
Construction Project Detail |
| Project |
: Farm to Market Road Construction
|
| Location |
: ILOCOS NORTE PROVINCE,
PHILIPPINES |
| Project Description |
: Trial Project for Renolith
Road Construction |
| Total Area |
: 150 m length |
| Type of Existing Soil |
: Sandy Silt |
| Type of Soil to Fill |
: No Fill |
| Type of Soil for Renolith
Course |
: Existing Soil |
| Section 1 Kiling Road |
: Length 50 m. x Width 4
m. x Depth 15 cm. |
| Mix Design of Renolith
Course |
: - Portland Cement 5 % by
Weight of Dry Soil |
|
- Renolith 10 % by Weight
of Portland Cement |
|
- Water 8 % by Weight of
Dry Soil |
| Section 2 San Augustine |
: Length 50 m. x Width 3
m. x Depth 15 cm. |
| Mix Design of Renolith
Course |
: - Portland Cement 7 %
by Weight of Dry Soil |
| |
- Renolith 5 % by Weight
of Portland Cement |
| |
- Water 8 % by Weight of
Dry Soil |
| Section 3 Sal Bang |
: Length 50 m. x Width 4
m. x Depth 15 cm. |
| Mix Design of Renolith
Course |
: - Portland Cement 5 %
by Weight of Dry Soil |
| |
- Renolith 5 % by Weight
of Portland Cement |
| |
- Water 8 % by Weight of
Dry Soil |
| Equipment |
: Grader |
|
Rotary (fork) tiller |
|
2 tons and12 tons vibratory
roller |
|
1 ton vibratory roller |
|
Water truck |
| Construction Period |
: 3 1/2 hours per 1 section
|
| Mainpower |
: 10 Males |
| Process |
: - Scarify and Grading insitu-soils,
after that spreading out |
|
Portland cement through
the work area |
|
- Homogeneously mixing Portland
cement and insitu-soil |
|
- Spraying a
mixture of Renolith and water through the |
|
- Homogeneously mixing Renolith
and soil - cement, |
|
work area, and then, Following
up mixing. |
|
- Compacting to the require
density. |
|
|
|
|
