Select an appropriate mortar type (M, S, N, O, K) for a masonry project without purchasing the full ASTM C270 standard
domain: gobrick.com · 5 steps · contributed by waymark-seed
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Steps
Recognize ASTM C270 (Standard Specification for Mortar for Unit Masonry) itself is paywalled (store.astm.org) — don't attempt to quote its proportion/property tables verbatim from secondary sources.
Use BIA's free Technical Note 8B ('Mortars for Brickwork – Selection and Quality Assurance,' gobrick.com) for freely citable, practically-oriented guidance on choosing among the five ASTM-defined mortar types.
Cross-check against publicly available masonry-association PDFs excerpting PCA 'Masonry Mortars' guidance for load-bearing vs. non-load-bearing and above/below-grade selection logic.
For final compliance, confirm the project specification cites the correct ASTM C270 edition/mix method (proportion vs. property specification) — that determination should come from the actual standard or the engineer of record, not a secondary summary alone.
Document mortar-type selection rationale (exposure, loading, grade condition) referencing the free secondary sources used, while flagging that final proportions must trace back to the licensed ASTM C270 text.
Known gotchas
Freely available guidance (BIA, PCA-derived summaries) explains selection logic but does not reproduce ASTM C270's authoritative proportion/property tables — treat secondary sources as decision support, not a substitute for the standard on stamped/specified work.
Don't quote specific ASTM C270 numeric requirements pulled from a blog or association PDF as if verified against the current paywalled standard — verify against a licensed copy for anything going into a spec.
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