Chapter – 7 STEEL REINFORCEMENT

7.1 Scope of Work
7.2 Applicable Standards
7.2.1 Pakistan Standard
7.2.2 British Standard
7.2.3 ASTM Standards
7.2.4 ACI Standards
7.3 Material and Size of Bars
7.4 Delivery & Storage
7.4.1 Delivery
7.4.2 Storage
7.5 Bar Bending Schedules
7.6 Fabricating, Bending & Placing


Chapter – 8 PLAIN AND REINFORCED CONCRETE

8.1 Scope of Work
8.2 General
8.3 Applicable Standards
8.3.1 Pakistan Standards
8.3.2 ASTM (American Society for Testing and Materials)
8.3.3 ACl (American Concrete Institute)
8.3.4 British Standards
8.4 Materials
8.4.1 Aggregates
8.4.2 Cement
8.4.3 Water
8.4.4 Additive
8.5 Nominal Concrete Mixes
8.5.1 Proportions of Mix
8.5.2 Concrete Requirements
8.5.3 Batching
8.5.4 Mixing
8.5.5 Transporting
8.5.6 Placing
8.5.7 Construction Joints
8.5.8 Expansion Joints
8.5.9 Embedded Items
8.5.10 Pre-Cast Concrete
8.5.11 Cement Concrete Pavements
8.6 Test of Concrete Quality
8.7 Finishing of Formed Surfaces
8.7.1 General
8.7.2 As-cast Finishes
8.8 Repair of Surface Defects
8.8.1 General
8.8.2 Repair of Defective Areas
8.8.3 Tie and Bolt Holes
8.8.4 Proprietary Materials
8.9 Concrete Construction Tolerance
8.10 Acceptance of Structure
8.10.1 General
8.10.2 Dimensional Tolerances
8.10.3 Appearance
8.10.4 Strength of Structure