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Medium Strength Subgrade (PC2_2)

DGIF baseline 2026-1, the latest. Earlier baselines: timemap.

RDF: pc2_2.ttl

Name
mediumStrengthSubgrade
Attribute
PC2 PCN Pavement Subgrade Strength Category
Definition
Characterized by K = 80 MN/m3 and representing a range in K of 60 to 120 MN/m3 for rigid pavements, and by California Bearing Ratio (CBR) = 10 and representing a range in CBR of 8 to 13 for flexible pavements.
Accepted
2013-10-18
Allowed for

Source: DGIF 2026-1 QEA model, DGIWG. Standard: DGIWG 206-3. Licence: CC BY 4.0, © DGIWG.