Home › value › pc2_3
Low Strength Subgrade (PC2_3)
DGIF baseline 2026-1, the latest. Earlier baselines: timemap.
RDF: pc2_3.ttl
- Name
lowStrengthSubgrade- Attribute
- PC2 PCN Pavement Subgrade Strength Category
- Definition
- Characterized by K = 40 MN/m3 and representing a range in K of 25 to 60 MN/m3 for rigid pavements, and by California Bearing Ratio (CBR) = 6 and representing a range in CBR of 4 to 8 for flexible pavements.
- Accepted
- 2013-10-18
- Allowed for
- ZI019 Aerodrome Pavement Information
Source: DGIF 2026-1 QEA model, DGIWG. Standard: DGIWG 206-3. Licence: CC BY 4.0, © DGIWG.