AWWA C303 2008

$75.83

AWWA C303-08: Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type

Published By	Publication Date	Number of Pages
AWWA	2008	44

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Category: AWWA

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Description

This standard describes the manufacture of concrete pressure pipe, reinforced with a steel cylinder that is helically wrapped with mild steel bar reinforcement, in sizes ranging from 10 in. through 72 in. (250 mm through 1,830 mm), inclusive, and for working pressures up to 400 psi (2,760 kPa). Larger pipe sizes and pipe accommodating higher pressures have been manufactured based on the concepts of this standard. With agreement by the purchaser and the manufacturer, pipe may be manufactured to larger sizes and for higher pressures than indicated herein. This standard does not include requirements for design, handling, delivering, laying, field testing, or disinfecting of pipe and fittings. See AWWA Manual M9, Concrete Pressure Pipe, for information on these topics.

PDF Catalog

PDF Pages	PDF Title
1	ANSI/AWWA C303-08
3	Committee Personnel
5	Contents
7	Foreword I. Introduction.
9	II. Special Issues. III. Use of This Standard.
10	IV. Major Revisions.
11	V. Comments.
13	AWWA Standard Concrete Pressure Pipe, Bar-Wrapped, Steel-Cylinder Type Section 1: GENERAL Sec. 1.1 Scope
14	Sec. 1.2 Purpose Sec. 1.3 Application Section 2: REFERENCES
17	Section 3: DEFINITIONS
18	Section 4: REQUIREMENTS Sec. 4.1 Permeation Sec. 4.2 Drawings and Data to Be Provided by the Purchaser
19	Sec. 4.3 Data to Be Submitted by the Manufacturer Sec. 4.4 Materials
23	Sec. 4.5 Design Table 1 Thicknesses and tolerances for concrete or cement–mortar linings
24	Table 2 Minimum nominal cylinder thicknesses
25	Table 3 Circumferential tolerances for steel cylinders
26	Sec. 4.6 Fabrication
35	Sec. 4.7 Fittings and Special Pipe
36	Table 4 Minimum thickness of sheet or plate for fittings
38	Section 5: VERIFICATION Sec. 5.1 Inspection and Testing by the Purchaser
39	Sec. 5.2 Tests
40	Sec. 5.3 Quality Assurance Section 6: DELIVERY Sec. 6.1 Marking
41	Sec. 6.2 Transportation Sec. 6.3 Affidavit of Compliance