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CE 309 : Field Survey Project Survey camp of 7-10 days: Total station survey, Geological survey, Creating survey map of the area including information about geological features at the site. Identification of different rock types and landforms in the area.
Remember we want to declare the person competent in terms of the title. Where assessment at title level is unmanageable, then focus assessment around each specific outcome, or groups of specific outcomes.
Standard consistency, initial and final setting time of cement sample using Vicats apparatus; Soundness of given sample of cement and lime by (Le-Chatelier test, autoclave test Compressive strength of cement sample; Fineness of cement using (dry blank sieving, Blaines air.
CE 305 : Steel Design Design of tension members; Design of beams; Design of compression members; Analysis of eccentrically loaded columns; Design of beam-columns; Design of connections (riveted, bolted and welded Single and built-up sections.
CE 202 : Sustainability and Environment (103-3) Special topics inf the form of case studies will be discussed related to: Introduction to sustainability: humanity and environment, the evolution of environmental policy, climate and global change, climate processes: external and internal.

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Do not focus the assessment activities on each assessment criterion. Rather make sure the assessment activities focus on outcomes and are sufficient to enable evidence to be gathered around all the assessment criteria.
Fundamental 48902 National Certificate: Abattoir Supervision Level 3 NQF Level 03 Reregistered AgriSETA Fundamental 58011 National Certificate: Acoustic Piano Back-framing Level 3 NQF Level 03 Reregistered CATHSSETA Fundamental 14892 National Certificate: Agricultural Machinery Technician.
ID QUALIFICATION TITLE PRE-2009 NQF LEVEL NQF LEVEL. STATUS END DATE PRIMARY OR DELEGATED QA FUNCTIONARY Fundamental 48794. National Certificate in Quality Checking of Tyres and Tyre Components. Level 3 NQF Level 03 Reregistered MERSETA.
Practical Exercises 1. Surveying using Total Station and data interpretation 2. Surveying using Kinematic GPS and data interpretation 3. GIS exercises 4. Basin Delineation using DEM data 5. Analyzing the effect of different projections on the map data.
Experiments: 1. Study of physical properties of minerals and rocks in hand specimen 2. Study of topographic sheet and analysis of hillslope and watershed features 3. Drawing profile sections and interpretation of geological maps of different complexities.

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CE 304 : Concrete Design Introduction: Properties of concrete and reinforcing steel, design philosophies, limit state, ultimate load method, working stress method; Loads and load combinations; Elements of Masonry design; Limit state method: Design of Beams: Singly reinforced, doubly reinforced.
CE 401 : Comprehensive Project - 1 A big construction project will be considered and will be sub-divided into several components. Teams of students will act as separate consulting agencies and will carry out complete planning, analysis, design and construction.
The teams will be required to merge their designs of individual components of the entire project towards the end and present a consolidated plan, design and construction plan of the entire project.
Basic structural behavior and design of low-rise bearing wall buildings; Basic material properties; Strength design of unreinforced masonry elements; Allowable stress design of unreinforced masonry elements; Introduction to reinforced masonry; Introduction to confined masonry.
CE 201 : Earth Materials and Processes (203-4) Earth Materials: Structure of Solid Earth, Rock cycle, Common rock forming minerals, Types of rocks and its engineering properties, Soils: processes of formation, soil profile and soil types, Geophysical methods of earth.

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This means assessors will have to judge how many repeat performances are required before they believe the performance is reproducible. All assessments should be conducted in line with the following well documented principles of assessment: appropriateness, fairness, manageability, integration into.
Level 3 NQF Level 03 Passed the End Date - Status was Reregistered . AgriSETA Fundamental 20720 National Certificate: Air-Conditioning, Refrigeration and Ventilation. Level 3 NQF Level 03 Passed the End Date - Status was Registered Was MERSETA until Last.
CE 306 : Civil Engineering Materials Lab Background on stones, bricks, tiles, cement, steel, concrete, paints and polymers with relevant discussions of IS code provisions; concrete mix design; durability of concrete.
CE 615 : Structural Design for Fire Review of performance-based design concepts, LRFD cold).
Bitumen tests. CE 307 : Masonry Design Background on stones, bricks, tiles, cement, steel, concrete, paints and polymers with relevant discussions of IS code provisions; concrete mix design; durability of concrete.
CE 603 : Constitutive Models in Soil Mechanics Role of constitutive modeling; Importance of laboratory testing with relation to constitutive modeling; Elasticity: linear, quasilinear, anisotropic; Plasticity basics: yield criteria, flow rule, plastic potential, hardening/softening; Rate Independent Plasticity: Mohr-Coulomb, Non-linear failure.
CE 403 : Construction Technology Management Cost estimating and bidding: material estimates, labor and equipment costs, cost control, purchasing, tender bidding; Project scheduling: bar charts, PERT, CPM, network diagrams; Project management: quality assurance, crisis management, claims management, safety; Construction machinery.
Make sure evidence is gathered across the entire range, wherever it applies. Assessment activities should be as close to the real performance as possible, and where simulations or role-plays are used, there should be supporting evidence to show the candidate.
Where this is required, there will be assessment criteria to specify the standard required. The task of the assessor is to gather sufficient evidence, of the prescribed type and quality, as specified in this unit standard, that the candidate can.

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CE 402 : Geotechnical Engineering Geotechnical investigations, reconnaissance and investigation plan, drilling, sampling, field-tests, groundwater level, laboratory tests, etc.; Stress-strain-strength behavior of soils, Triaxial tests UU, CU and CD tests, stress paths, Skemptons pore-pressure parameters, sample disturbance; Stability of slopes.
CE 301 : Soil Mechanics (312-5) Phase relations; Soil classification, index properties, grain-size distribution; Effective stress principle; Flow through porous media, Darcys law, permeability, different heads, 2-D Seepage and flow nets; Compaction characteristics; Compressibility and Consolidation characteristics, 1-D compression response.
CE 302 : Structural Analysis (310-4) Degrees of indeterminacy (flexibility stiffness Trusses (including types of trusses beams and frames: determinate and indeterminate structures, cables and arches; moment area theorem; conjugate beam method; principle of virtual work; energy method; Castiglianos theorems;.
Introduction to using structural analysis software for the analysis of simple structures/structural components. CE 303 : Geospatial Engineering Introduction to Surveying, Types of land surveys; Instruments, Topograhpic maps and its interpretation, Measurements and Errors; Units; Types of Errors; Precision and.
Concepts of GPS; GPS receivers; GPS positioning mode- point positioning relative positioning (DGPS RTK GPS GPS accuracy and error sources, Applications of GPS. GIS: Introduction, Coordinate systems and datum Projection systems; Spatial data models and data structures; Attribute data input.


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