DESIGN: PAVEMENTS
Record of Changes - 3_250_120002
FOREWORD - 3_250_120003
CONTENTS - 3_250_120004
CHAPTER 1. INTRODUCTION - 3_250_120005
ANTITERRORISM/FORCE PROTECTION-continued - 3_250_120006
APPENDIX A. DM 5.4, Change 1, March 1986 Pavements
NAVAL FACILITIES ENGINEERING COMMAND PUBLICATIONS TRANSMITTAL - 3_250_120008
CONTENTS - 3_250_120009
CONTENTS-continued - 3_250_120010
FIGURES - 3_250_120011
TABLES-continued - 3_250_120012
Section 13. UTILIZATION OF REINFORCING FABRICS IN ASPHALT PAVEMENT - 3_250_120013
Table 18. Representative Fabric Properties and Applications - 3_250_120014
Table 18. Representative Fabric Properties and Applications-continued - 3_250_120015
CRITERIA FOR USE OF FABRICS - 3_250_120016
Table 19. Fabric Properties and Standard Test Procedures - 3_250_120017
Tack Coat
Figure 12. Tack Coat Quality as Related to Pavement Surface Texture
Table 20. Specifications for Fabrics Used as Asphalt Overlay Reinforcement
ECONOMICS OF FABRIC USE - 3_250_120021
Table 21. Specifications for Subgrade Separation Fabrics Used in Flexible Pavement Construction - 3_250_120022
BIBLIOGRAPHY-FABRICS - 3_250_120023
BIBLIOGRAPHY-FABRICS-continued - 3_250_120024
BIBLIOGRAPHY-FABRICS-continued - 3_250_120025
REFERENCES - 3_250_120026
REFERENCES-continued - 3_250_120027
APPENDIX B. DM 5.4,October 1979 Pavements
CCB Application Notes - 3_250_120029
CIVIL ENGINEERING PAVEMENTS
FOREWORD - 3_250_120033
CONTENTS - 3_250_120034
CONTENTS-continued - 3_250_120035
TABLES - 3_250_120036
TABLES-continued - 3_250_120037
Section 1. INTRODUCTION - 3_250_120038
PAVEMENTS COMPONENTS
Section 2. SOIL EXPLORATION AND SUBGRADE TESTING
SOIL PROFILES
SUBGRADE TESTING-continued
Table 3. Subgrade Sampling and Testing Standards
BORROW MATERIAL
Section 3. TRAFFIC ANALYSIS
Figure 4. load Equivalency Factors
Table 5. Vehicular Traffic Design Index
Section 4. SUBGRADES
SUBGRADE COMPACTION
Figure 5. Typical Details of Subgrade Drainage Installations
SUBBASE CBR
BASES FOR RIGID PAVEMENT
Figure 6. Typical Details of Base Drain Installations
Table 6. Drybound Macadam Base
STRESSES IN FLEXIBLE PAVEMENTS
Section 8. DESIGN OF BITUMINOUS SURFACES
Table 8. Specialized Terminology for Bituminous Mixes
Table 9. Specifications for Bituminous Materials
Table 10. Recommended Types and Grades of Bitumen for Bituminous Surfaces
AGGREGATES - 3_250_120061
Figure 9. Selection Guide for Asphalt Cement
Table 12. Bituminous Pavement Design Criteria
Table 13. Minimum Percent Voids in Mineral Aggregate (VMA)
Table 16. Emulsified Asphalt Requirements for Subgrade Stabilization
Section 9. RIGID PAVEMENT DESIGN
RIGID PAVEMENT STRESSES
Figure 10. Average Relationship Between Compressive Strength of 6 x 12 Inch Cylinder and Flexural Strength of Beams
Figure 11. Design Curves for Concrete Pavement Thickness
DESIGN FOR FROST EFFECTS
Table 17. Basic Requirements for Low-Cost Roads
Section 12. SIDEWALKS
Section 13. UTILIZATION OF REINFORCING FABRICS IN ASPHALT PAVEMENT - 3_250_120073
Table 18. Representative Fabric Properties and Applications - 3_250_120074
Table 18. Representative Fabric Properties and Applications-continued - 3_250_120075
CRITERIA FOR USE OF FABRICS - 3_250_120076
Table 19. Fabric Properties and Standard Test Procedures - 3_250_120077
Overlay Reinforcement
Figure 12. Tack Coat Quantity as Related to Pavement Surface Texture
Table 20. Specifications for Fabrics Used a Asphalt Overlay Reinforcement
ECONOMICS OF FABRIC USE - 3_250_120081
Table 21. Specifications for Subgrade Separation Fabrics Used in Flexible Pavement Construction - 3_250_120082
BIBLIOGRAPHY-FABRICS - 3_250_120083
BIBLIOGRAPHY-FABRICS-continued - 3_250_120084
BIBLIOGRAPHY-FABRICS-continued - 3_250_120085
REFERENCES - 3_250_120086
REFERENCES-continued - 3_250_120087
REFERENCES-continued - 3_250_120088
3_250_12
Record of Changes - 3_250_120002
FOREWORD - 3_250_120003
CONTENTS - 3_250_120004
CHAPTER 1. INTRODUCTION - 3_250_120005
ANTITERRORISM/FORCE PROTECTION-continued - 3_250_120006
APPENDIX A. DM 5.4, Change 1, March 1986 Pavements
NAVAL FACILITIES ENGINEERING COMMAND PUBLICATIONS TRANSMITTAL - 3_250_120008
CONTENTS - 3_250_120009
CONTENTS-continued - 3_250_120010
FIGURES - 3_250_120011
TABLES-continued - 3_250_120012
Section 13. UTILIZATION OF REINFORCING FABRICS IN ASPHALT PAVEMENT - 3_250_120013
Table 18. Representative Fabric Properties and Applications - 3_250_120014
Table 18. Representative Fabric Properties and Applications-continued - 3_250_120015
CRITERIA FOR USE OF FABRICS - 3_250_120016
Table 19. Fabric Properties and Standard Test Procedures - 3_250_120017
Tack Coat
Figure 12. Tack Coat Quality as Related to Pavement Surface Texture
Table 20. Specifications for Fabrics Used as Asphalt Overlay Reinforcement
ECONOMICS OF FABRIC USE - 3_250_120021
Table 21. Specifications for Subgrade Separation Fabrics Used in Flexible Pavement Construction - 3_250_120022
BIBLIOGRAPHY-FABRICS - 3_250_120023
BIBLIOGRAPHY-FABRICS-continued - 3_250_120024
BIBLIOGRAPHY-FABRICS-continued - 3_250_120025
REFERENCES - 3_250_120026
REFERENCES-continued - 3_250_120027
APPENDIX B. DM 5.4,October 1979 Pavements
CCB Application Notes - 3_250_120029
CIVIL ENGINEERING PAVEMENTS
FOREWORD - 3_250_120033
CONTENTS - 3_250_120034
CONTENTS-continued - 3_250_120035
TABLES - 3_250_120036
TABLES-continued - 3_250_120037
Section 1. INTRODUCTION - 3_250_120038
PAVEMENTS COMPONENTS
Section 2. SOIL EXPLORATION AND SUBGRADE TESTING
SOIL PROFILES
SUBGRADE TESTING-continued
Table 3. Subgrade Sampling and Testing Standards
BORROW MATERIAL
Section 3. TRAFFIC ANALYSIS
Figure 4. load Equivalency Factors
Table 5. Vehicular Traffic Design Index
Section 4. SUBGRADES
SUBGRADE COMPACTION
Figure 5. Typical Details of Subgrade Drainage Installations
SUBBASE CBR
BASES FOR RIGID PAVEMENT
Figure 6. Typical Details of Base Drain Installations
Table 6. Drybound Macadam Base
STRESSES IN FLEXIBLE PAVEMENTS
Section 8. DESIGN OF BITUMINOUS SURFACES
Table 8. Specialized Terminology for Bituminous Mixes
Table 9. Specifications for Bituminous Materials
Table 10. Recommended Types and Grades of Bitumen for Bituminous Surfaces
AGGREGATES - 3_250_120061
Figure 9. Selection Guide for Asphalt Cement
Table 12. Bituminous Pavement Design Criteria
Table 13. Minimum Percent Voids in Mineral Aggregate (VMA)
Table 16. Emulsified Asphalt Requirements for Subgrade Stabilization
Section 9. RIGID PAVEMENT DESIGN
RIGID PAVEMENT STRESSES
Figure 10. Average Relationship Between Compressive Strength of 6 x 12 Inch Cylinder and Flexural Strength of Beams
Figure 11. Design Curves for Concrete Pavement Thickness
DESIGN FOR FROST EFFECTS
Table 17. Basic Requirements for Low-Cost Roads
Section 12. SIDEWALKS
Section 13. UTILIZATION OF REINFORCING FABRICS IN ASPHALT PAVEMENT - 3_250_120073
Table 18. Representative Fabric Properties and Applications - 3_250_120074
Table 18. Representative Fabric Properties and Applications-continued - 3_250_120075
CRITERIA FOR USE OF FABRICS - 3_250_120076
Table 19. Fabric Properties and Standard Test Procedures - 3_250_120077
Overlay Reinforcement
Figure 12. Tack Coat Quantity as Related to Pavement Surface Texture
Table 20. Specifications for Fabrics Used a Asphalt Overlay Reinforcement
ECONOMICS OF FABRIC USE - 3_250_120081
Table 21. Specifications for Subgrade Separation Fabrics Used in Flexible Pavement Construction - 3_250_120082
BIBLIOGRAPHY-FABRICS - 3_250_120083
BIBLIOGRAPHY-FABRICS-continued - 3_250_120084
BIBLIOGRAPHY-FABRICS-continued - 3_250_120085
REFERENCES - 3_250_120086
REFERENCES-continued - 3_250_120087
REFERENCES-continued - 3_250_120088
3_250_12
