Table of Contents
Chapter 1: General
1.1 Scope
1.2 Requirements
1.3 Definitions
Chapter 2: Materials
2.1 Reinforcing steel fabrication
2.2 Reinforcement placement
2.3 Placement of embedded items
2.4 Concrete batching
2.5 Concrete properties
Chapter 3: Foundations
3.1 Vertical alignment
3.2 Lateral alignment
3.3 Level alignment
3.4 Cross-sectional dimensions
3.5 Relative alignment
Chapter 4: Cast-in-Place Concrete for Buildings
4.1 Vertical alignment
4.2 Lateral alignment
4.3 Level alignment
4.4 Cross-sectional dimensions
4.5 Relative alignment
4.6 Openings through members
Chapter 5: Precast Concrete
5.1 Fabrication tolerances in linear elements except piles
5.2 Fabrication tolerances for piles
5.3 Fabrication tolerances in planar elements
5.4 Erection tolerances
Chapter 6: Masonry
6.1 Vertical alignment
6.2 Lateral alignment
6.3 Level alignment
6.4 Cross-sectional dimensions
6.5 Relative alignment
Chapter 7: Cast-in-Place, Vertically Slipformed Structures
7.1 Vertical alignment
7.2 Lateral alignment
7.3 Cross-sectional dimensions
7.4 Relative alignment
Chapter 8: Mass Concrete Structures Other Than Buildings
8.1 Vertical alignment
8.2 Lateral alignment
8.3 Level alignment
8.4 Relative alignment
Chapter 9: Canal Lining
9.1 Lateral alignment
9.2 Level alignment
9.3 Cross-sectional dimensions
Chapter 10: Monolithic Siphons and Culverts
10.1 Lateral alignment
10.3 Level alignment
10.4 Cross-sectional dimensions
Chapter 11: Cast-in-Place Bridges
11.1 Vertical alignment
11.2 Lateral alignment
11.3 Level alignment
11.4 Cross-sectional dimensions
11.5 Relative alignment
Chapter 12: Pavement and Sidewalks
12.1 Lateral alignment
12.2 Level alignment
Chapter 13: Chimneys and Cooling Towers
13.1 Vertical alignment
13.2 Diameter
13.3 Wall thickness
Chapter 14: Cast-in-Place Nonreinforced Pipe
14.1 Wall thickness
14.2 Pipe diameter
14.3 Offsets
14.4 Indentations