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Pavement and Road Design For Seasonal Frost Conditions
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Pavement and Road
Design For
Seasonal Frost Conditions
Unified Facilities Criteria
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Open: Pavement and Road Design For Seasonal Frost Conditions
This publication presents criteria and procedures for the design and construction of pavements placed on subgrade or base course materials subject to seasonal frost action. The most prevalent modes of distress in pavements and their causes are listed. The detrimental effects of frost action in subsurface materials are manifested by nonuniform heave of pavements during the winter and by loss of strength of affected soils during the ensuing thaw period. This is accompanied by a corresponding increase in damage accumulation and a more rapid rate of pavement deterioration during the period of weakening; other related detrimental effects of frost and low temperatures are possible loss of compaction, development of permanent roughness, restriction of drainage by the frozen strata, and cracking and deterioration of the pavement surface. Hazardous operating conditions, excessive maintenance, or pavement destruction may result.
- GENERAL
- DEFINITIONS
- FROST-SUSCEPTIBILITY CLASSIFICATION
- ALTERNATIVE METHODS OF THICKNESS DESIGN
- SELECTION OF DESIGN METHOD
- LIMITED SUBGRADE FROST PENETRATION
- REDUCED SUBGRADE STRENGTH
- USE OF STATE HIGHWAY REQUIREMENTS
- FREE-DRAINING MATERIAL DIRECTLY BENEATH BOUND BASE OR SURFACING LAYER
- OTHER GRANULAR UNBOUND BASE COURSE
- USE OF FL AND F2 SOILS FOR BASE MATERIALS
- FILTER OR DRAINAGE REQUIREMENTS
- STABILIZERS AND STABILIZED LAYERS
- STABILIZATION WITH LIME AND WITH LCF
- STABILIZATION WITH PORTLAND CEMENT
- STABILIZATION WITH BITUMEN
- SUBGRADE REQUIREMENTS
- OTHER MEASURES TO REDUCE HEAVE
- PAVEMENT CRACKING ASSOCIATED WITH FROST HEAVE
- CONTROL OF SUBGRADE AND BASE COURSE CONSTRUCTION
- BASE COURSE CONSTRUCTION
- COMPACTION
- USE OF INSULATION MATERIALS IN PAVEMENTS