Knowledge hub
Concrete Monitoring & Anchoring Guides
Practical, standards-based guides on concrete maturity, mass concrete, hot-weather concreting, in-place strength and post-installed anchors — written for site, QC and structural engineers.
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Concrete Maturity Method (ASTM C1074): How In-Place Strength Is Estimated
How ASTM C1074 estimates in-place concrete strength from temperature history: Nurse-Saul, equivalent age, datum temperature, hot-climate limits.
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Concrete Maturity Sensors vs Test Cylinders: Which Do You Need and When?
Maturity sensors give in-place strength in real time; cylinders prove code compliance. Learn what each does, where each fails, and how to use both on site.
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Epoxy vs Vinyl Ester Injection Anchors: Cure Time, Loads and Approvals
Epoxy vs vinyl ester injection mortars for anchors and post-installed rebar: cure time, installation temperature, hot climates, wet holes and approvals.
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Hot Weather Concreting in the UAE and GCC: Limits, Cooling, Curing and Monitoring
Hot weather concreting in the UAE and GCC: placing limits, cooling with chilled water, ice and liquid nitrogen, night pours, curing and monitoring.
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LTE vs Bluetooth vs LoRaWAN Concrete Sensors: A Fair Comparison
How LTE, Bluetooth and LoRaWAN concrete sensors compare on site visits, coverage, data gaps and cost drivers, and when each connectivity type fits best.
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Mass Concrete Temperature Differential: Limits, Cracking Risk and Sensor Placement
How mass concrete cracks from heat of hydration, ACI 301 peak temperature and core-to-surface differential limits, DEF risk, and where to place sensors.
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Post-Installed Rebar Design: Rebar vs Anchors, EN 1992-4, TR 069 and TR 023
How post-installed rebar differs from bonded anchors, when to use EN 1992-4, EOTA TR 023 or TR 069, and what drilling, cleaning and ETA approvals require.
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Put it into practice.
Talk to our team about monitoring your next pour — or about anchors and strengthening for an existing structure.