Road Rehabilitation Projects in Mongolia · 2019. 8. 9. · Road Rehabilitation Projects in...
Transcript of Road Rehabilitation Projects in Mongolia · 2019. 8. 9. · Road Rehabilitation Projects in...
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Road Rehabilitation Projects in Mongolia
International Seminar on
the appropriate use of
Natural Materials in Roads
Ulaanbaatar, Mongolia18-21 June, 2002
Road RehabilitationProjects in Mongolia
byDr. Hans Christian Korsgaard, Carl Bro a/sResident Engineer Peter Burn, Carl Bro a/sResident Engineer Kurt Nielsen, Carl Bro a/s
Denmark
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Road Rehabilitation Projects in Mongolia
Our work in Mongolia is the Technical Assistance to the Supervision Teams on 4 projects:
1. 215 km of Rehabilitation the road between Erdenesant and Arvaiheer.
2. The upgrading 86 km to an all weather road between Kharkhorin and Tosontsengel.
3. The upgrading of 93 km to an all weather road between Arvaiheer and Khovd.
4. Technical Assistance for the preparation of 3 year rolling maintenance plan.
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Road Rehabilitation Projects in Mongolia
Map of our Project Roads
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Road Rehabilitation Projects in Mongolia
The detail of the specified types of reconstruction used on the project are as follows:
Type 1:
• Crack sealing
• Patching
• Surface dressing
• Shoulder treatment
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Road Rehabilitation Projects in Mongolia
The detail of the specified types of reconstruction used on the project are as follows:
Type 2:
• Crack sealing
• Patching
• Shoulder treatment
• Tack coat and asphalt regulating
• 50 mm of asphalt wearing course
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Road Rehabilitation Projects in Mongolia
The detail of the specified types of reconstruction used on the project are as follows:
Type 3:
• Excavation of existing surface
• 150 mm of crushed stone
basecourse
• Prime coat
• 50 mm of asphalt wearing course
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Road Rehabilitation Projects in Mongolia
The detail of the specified types of reconstruction used on the project are as follows:
Type 4:
• Excavation of existing surface
• 200 mm Nonfrost layer
• 200 mm Subbase
• 200 mm Basecourse
• Prime coat
• 50 mm of asphalt wearing course
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Road Rehabilitation Projects in Mongolia
Potholes and shoulders
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Road Rehabilitation Projects in Mongolia
Wheel tracks – asphalt shoving
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Road Rehabilitation Projects in Mongolia
Excavation of existing road showing the depth of the old pavement
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Road Rehabilitation Projects in Mongolia
Base course laying
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Road Rehabilitation Projects in Mongolia
Compaction of base course
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Road Rehabilitation Projects in Mongolia
Close up of finished base course surface
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Road Rehabilitation Projects in Mongolia
Base course seggregation
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Road Rehabilitation Projects in Mongolia
Seggregation probably causes:
- less bearing capacity of the E-modulus in the layer which willcause faster deterioration of theabove layers and relatively thickeroverlay thickness when needed
- also risk particles break down andwill penetrate into the voids betweenthe other particles settlement andlower bearing capacity in the aboveunbound layer.
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Road Rehabilitation Projects in Mongolia
Unbound layer requirementsUnbound layer requirements
< 25%
> ///////////////
Los Angeles
Compaction degree, modified Proctor
RequirementProperty
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Road Rehabilitation Projects in Mongolia
Asphalt aggregate requirementsAsphalt aggregate requirements
Max 25
Max 25
Max 12
Max 2%
Max 20
Los Angeles Abrasion
Aggregate Crushing Value
Sodium Sulphate Soundness
Water Absorption
Flakiness Index
RequirementProperty
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Road Rehabilitation Projects in Mongolia
Result of segregation
- Less bearing capacity probable of lower E-modulus in the layer which cause relatively faster deterioration of the above layers and result in a thicker overlay being required in the future.
- Risk that particles break down and penetrate into the voids between the other particles causing settlement within the layer.
- Risk that the fines from the above unbound layer penetrate into the segregated layer, causing settlement and lower bearing capacity in the above unbound layer.
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Road Rehabilitation Projects in Mongolia
Graded crushed stone base Graded crushed stone base materialmaterial
Max 6
Max 45
Max 12
Max 30
Max 35
Min 110 kN
Min 90%
Plasticity Index
Plasticity Product
Sodium Sulphate Soundness
Los Angeles Abrasion Value
Flakiness Index
Ten percent Fines Value
CBR after 4 day soak at 100% MDD
RequirementProperty
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Road Rehabilitation Projects in Mongolia
Necessary quality of natural aggregates means the appropriate quality level for aggregates for roads are the level which is based on technology financial and environmental matters are taken into consideration:
- Technological consideration- Environmental consideration- Economical consideration
Under the right construction conditions aggregates of lesser quality can be used for highways as well as heavy duty pavements.
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Road Rehabilitation Projects in Mongolia
Typical defects seen in older and new roads:
• Shoving• Rutting• Cracks• Deformation• Potholes• Deterioration• Shoulder erosion
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Road Rehabilitation Projects in Mongolia
Road defects are primarilycaused by:
• Frost heave• Freeze / thaw• Water penetration• Low compaction degrees• Improper material composition• Weak materials• Hard binders / soft binders
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Road Rehabilitation Projects in Mongolia
How to avoid the problems?
• Appropriate use of thematerials and what does itmean:
• Appropriate design• Appropriate materialrequirements
• Appropriate quality control bythe Contractor
• Appropriate quality control bythe Client
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Road Rehabilitation Projects in Mongolia
Acknowledgements:
• Directors of the Department of Roads
• Mr. Chuluun Damdin, World Bank Coordinator
• Mr. Lhamjav Gombo, Head of Planning Research Division DoR
• Mr. D. Baasankhuu, The Project Manager
• Mr. N. Adilbish, Head of Maintenance Division DoR