6.b.1 Polyethylene. ASTM F 894, Type S, RSC=100, cell class 335434C, 42-inch diameter 6.c Group III. 8-foot maximum fill—2-foot minimum cover. Section 601.2(a)6.a and as follows: 6.c.1 Polyethylene. AASHTO M 294, Types D and S, cell class 335400C, 30inch maximum diameter; and 2004 AASHTO LRFD Bridge Design Specifications (with 2001 interims) Chapter 12. 6.c.2 Polyvinyl Chloride. AASHTO M 304, cell class 12364C, 12-inch diameter and 15inch diameter 6.d Group IV. 7-foot maximum fill—2.5-foot minimum cover. 6.d.1 Polyethylene. AASHTO M 294, Types D and S, cell class 335400C, 36inch, 42-inch, 48-inch; and 2004 AASHTO LRFD Bridge Design Specifications (with 2001 interims) Chapter 12. AASHTO M 294, Type S, cell class 335400C, 54-inch and 60-inch diameters; and 2004 AASHTO LRFD Bridge Design Specification (with 2001 interims) Chapter 12. 6.e Group V. 7-foot maximum fill—2.5-foot minimum cover 6.e.1 Polyethylene. AASHTO M 294, Type C, cell class 335400C, 24-inch maximum diameter 6.f Group VI . 15-foot maximum fill—2.0-foot minimum cover 6.f.1 Polyethylene. AASHTO M 294, Types D and S, cell class 335400C; and 2004 AASHTO LRFD Bridge Design Specifications Chapter 12. 6.f.2 Polypropylene. AASHTO M 330, Types D and S, 12-inch to 60-inch diameter; and 2012 AASHTO LRFD Bridge Design Specifications Chapter 12 with interims. (b) Other Material. Premolded Expansion Joint Filler—Section 705.1 Mortar—Section 705.7(a) Caulking Compound—Section 705.8(a) Preformed Pipe Joint Gaskets—Section 705.5(b) Cement Concrete for Miscellaneous Drainage—Section 704 Reinforcement Steel—Section 709
6.b.1 Polyethylene. ASTM F 894, Type S, RSC=100, cell class 335434C, 42-inch diameter 6.c Group III. 8-foot maximum fill—2-foot minimum cover. Section 601.2(a)6.a and as follows: 6.c.1 Polyethylene. AASHTO M 294, Types D and S, cell class 335400C, 30inch maximum diameter; and 2004 AASHTO LRFD Bridge Design Specifications (with 2001 interims) Chapter 12. 6.c.2 Polyvinyl Chloride. AASHTO M 304, cell class 12364C, 12-inch diameter and 15inch diameter 6.d Group IV. 7-foot maximum fill—2.5-foot minimum cover. 6.d.1 Polyethylene. AASHTO M 294, Types D and S, cell class 335400C, 36inch, 42-inch, 48-inch; and 2004 AASHTO LRFD Bridge Design Specifications (with 2001 interims) Chapter 12. AASHTO M 294, Type S, cell class 335400C, 54-inch and 60-inch diameters; and 2004 AASHTO LRFD Bridge Design Specification (with 2001 interims) Chapter 12. 6.e Group V. 7-foot maximum fill—2.5-foot minimum cover 6.e.1 Polyethylene. AASHTO M 294, Type C, cell class 335400C, 24-inch maximum diameter 6.f Group VI . 15-foot maximum fill—2.0-foot minimum cover 6.f.1 Polyethylene. AASHTO M 294, Types D and S, cell class 335400C; and 2004 AASHTO LRFD Bridge Design Specifications Chapter 12. 6.f.2 Polypropylene. AASHTO M 330, Types D and S, 12-inch to 60-inch diameter; and 2012 AASHTO LRFD Bridge Design Specifications Chapter 12 with interims. (b) Other Material. Premolded Expansion Joint Filler—Section 705.1 Mortar—Section 705.7(a) Caulking Compound—Section 705.8(a) Preformed Pipe Joint Gaskets—Section 705.5(b) Cement Concrete for Miscellaneous Drainage—Section 704 Reinforcement Steel—Section 709
601-CT-Draft-With-Changes.docx