{"id":72852,"date":"2024-10-17T16:24:54","date_gmt":"2024-10-17T16:24:54","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/awwa-c303-2008\/"},"modified":"2024-10-24T19:08:21","modified_gmt":"2024-10-24T19:08:21","slug":"awwa-c303-2008","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/awwa\/awwa-c303-2008\/","title":{"rendered":"AWWA C303 2008"},"content":{"rendered":"
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.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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1<\/td>\n | ANSI\/AWWA C303-08 <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | Committee Personnel <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Foreword I. \nIntroduction. <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | II. Special Issues. III. Use of This Standard. <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | IV. Major Revisions. <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | V. Comments. <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | AWWA Standard Concrete Pressure Pipe, Bar-Wrapped, \nSteel-Cylinder Type \n Section 1: \nGENERAL Sec. 1.1 \nScope <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | Sec. 1.2 \nPurpose Sec. 1.3 \nApplication Section 2: \nREFERENCES <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | Section 3: \nDEFINITIONS <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | Section 4: \nREQUIREMENTS Sec. 4.1 \nPermeation Sec. 4.2 \nDrawings and Data to Be Provided by the Purchaser <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | Sec. 4.3 \nData to Be Submitted by the Manufacturer Sec. 4.4 \nMaterials <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | Sec. 4.5 \nDesign Table 1 \nThicknesses and tolerances for concrete or cement\u2013mortar linings <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Table 2 \nMinimum nominal cylinder thicknesses <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | Table 3 \nCircumferential tolerances for steel cylinders <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | Sec. 4.6 \nFabrication <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | Sec. 4.7 \nFittings and Special Pipe <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | Table 4 \nMinimum thickness of sheet or plate for fittings <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | Section 5: \nVERIFICATION Sec. 5.1 \nInspection and Testing by the Purchaser <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | Sec. 5.2 \nTests <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | Sec. 5.3 \nQuality Assurance Section 6: \nDELIVERY Sec. 6.1 \nMarking <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | Sec. 6.2 \nTransportation Sec. 6.3 \nAffidavit of Compliance <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" AWWA C303-08: Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type<\/b><\/p>\n |