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FE Exam Review 74 – Geotechnical: Atterberg Limits & USCS Soil Classification In this FE Civil Exam Geotechnical review, we solve a classic NCEES-style question using the Atterberg Limits Chart to correctly classify a fine-grained inorganic soil. This is a high-frequency FE Exam topic and one of the easiest scoring opportunities if you know how to read the chart correctly. 🔍 Problem Given Liquid Limit = 30 Plasticity Index = 2 50% or more passing the #200 sieve Inorganic soil Using the Atterberg Limits (Plasticity Chart), we determine whether the soil falls into: CL ML MH OH …and select the correct USCS soil classification. 🎯 Why This Topic Is Critical for FE Civil ✅ Extremely common in Geotechnical section ✅ Minimal math, mostly concept recognition ✅ Direct chart lookup (fast points) ✅ Appears in both conceptual & multiple-choice formats 📘 Reference Used NCEES FE Reference Handbook Atterberg Limits / Plasticity Chart Unified Soil Classification System 🚀 Perfect For: FE Civil Exam candidates EIT / EI applicants Civil engineering students Anyone struggling with soil classification Quick revision before exam day 🔔 Subscribe for More FE Civil Exam Reviews Geotechnical • Structures • Statics • Concrete • Transportation Simple explanations • Exam-focused • Built for passing 🔖 Hashtags #FECivil #GeotechnicalEngineering #AtterbergLimits #SoilClassification #USCS #FEExam #CivilEngineering #EIT #EngineeringStudents #AverageCivilEngineer