Pavement Design for Roads, Streets, Walks, and Open Storage Areas - index
Chapter 1 Introduction - ufc_3_250_01fa0010
Use of programs
Chapter 2 Preliminary Investigations
Chapter 3 Vehicular Traffic - ufc_3_250_01fa0013
Table 3-1. pavement Design Index
Special-Purpose Vehicles
Chapter 4 Flexible Pavement Subgrades
Selection of Design CBR Values
Chapter 5 Flexible Pavement Select Materials and Subbase Courses
Drainage - ufc_3_250_01fa0019
Chapter 6 Flexible Pavement Base Courses
Table 6-1. Minimum Thickness of Pavement and Base Course
Chapter 7 Bituminous Pavement
Chapter 8 Flexible Pavement Design
Figure 8-1. Flexible pavement Design Curve for Roads and Streets
Table 8-1. Equivalency Factors for Bituminous
Figure 8-2. Equivalency Factors for Solis Stabilized with Cement, Lime or Cement and Lime Mixed With Flyash
Shoulders and Similar Areas
Curbs and Gutters
Chapter 9 Rigid Pavement Design
Table 9-1. Modulus of Soil Rection
Figure 9-1. Effect of Base-Course Thickness on Modulus of Soil Reaction
Chapter 10 Rigid Pavement Base Courses
Chapter 11 Concrete Pavement
Chapter 12 Plain Concrete Pavement Design
Figuer 12-1. Design Curves for Plain Concrete Roads and Streets, and RCCP
Figure 12-2. Design for Plain Cocrete Parking and Open Storage Areas
Design Examples - ufc_3_250_01fa0037
Concrete Driveways
Chapter 13 Reinforced Concrete Pavements
Figure 13-1. Typical Layout of Joints at Intersection. (Sheet 1 of 2)
Figure 13-1. Typical Layout of Joints at Intersection. (Sheet 2 of 2)
Figure 13-2. Reinforced Rigid Pavement Design
Limitations - ufc_3_250_01fa0043
Figure 13-3. Design Details of Reinforced Rigid Pavement With Two Traffic Lanes (Sheet 1 of 2)
Figure 13-3. Design Details of Reinforced Rigid Pavement With Two Traffic Lanes (Sheet 2 of 2)
Figure 13-4. Design Details of Reinforced Rigid Pavement With Traffic and Parking Lanes
Figure 13-5. Design Details of Reinforced Rigid Pavement With Integral Curb (Sheet 1 of 2)
Figure 13-5. Design Details of Reinforced Rigid Pavement With Integral Curb (Sheet 2 of 2)
Figure 13-6. Typical Layout of Joints at the Intersection of Reinforced Rigid Pavements (Sheet 1 of 2)
Figure 13-6. Typical Layout of Joints at the Intersection of Reinforced Rigid Pavements (Sheet 2 of 2)
Chapter 14 Pavement Overlays
Condition of Existing Rigid Pavement
Plain concrete overlay - ufc_3_250_01fa0053
Rigid Overlay of Existing Flexible or Composite Pavements
Figure 14-1. Factor for Projecting Cracking in a Flexible Pavement
Use of Geotextiles to Retard Reflective Cracking
Overlay Design Example
Chapter 15 Joint for Plain Concrete
Figure 15-1. Design Details for Plain Concrete Pavements (Sheet 1 of 2)
Figure 15-1. Design Details for Plain Concrete Pavements (Sheet 2 of 2)
Figure 15-2. Joint Layout for Vehicular Parking Areas
Figure 15-3. Contration Joints for Plain Concrete Pavements
Figure 15-4. Construction Joints for Plain Concrete Pavements (Sheet 1 of 4)
Figure 15-4. Construction Joints for Plain Concrete Pavements (Sheet 2 of 4)
Figure 15-4. Construction Joints for Plain Concrete Pavements (Sheet 3 of 4)
Figure 15-4. Construction Joints for Plain Concrete Pavements (Sheet 4 of 4)
Figure 15-5. Expansion Joints for Plain Concrete Pavements
Figure 15-6. Thickened-Edge Slip Joint
Figure 15-7. Joint Sealant Details (Sheet 1 of 3)
Figure 15-7. Joint Sealant Details (Sheet 2 of 3)
Figure 15-7. Joint Sealant Details (Sheet 3 of 3)
Table 15-2. Dowel Size and Spacing for Construction, Contraction, and Expansion Joints
Thickened-edge joint
Dowels
Slip-type joints
Chapter 16 Joints for Reinforced Concrete
Figure 16-1. Contraction Joints for Reinforced Concrete Pavements
Figure 16-2. Construction Joint for Reinforced Concrete Pavements (Sheet 1 of 4)
Figure 16-2. Construction Joint for Reinforced Concrete Pavements (Sheet 2 of 4)
Figure 16-2. Construction Joint for Reinforced Concrete Pavements (Sheet 3 of 4)
Figure 16-2. Construction Joint for Reinforced Concrete Pavements (Sheet 4 of 4)
Figure 16-3. Expansion Joints for Reinforced Concrete Pavements
Joint Sealing
Chapter 17 Roller-Compacted Concrete Pavements
Joint Types for RCC
Chapter 18 Seasonal Frost Conditions
Table 18-1. Modes of Distress in Pavements
Temperature terms
Figure 18-1. Determination of Freezing Index
Figure 18-2. Frost Design Soil Classification
Alternative Methods of Thickness Design
Design freezing index
Figure 18-2. Distribution of Design Freezing Index for North America
Design method - ufc_3_250_01fa0094
Figure 18-3. Frost Penetration Beneath Pavements (Sheet 1 of 3)
Figure 18-3. Frost Penetration Beneath Pavements (Sheet 2 of 3)
Figure 18-3. Frost Penetration Beneath Pavements (Sheet 3 of 3)
Figure 18-4. Design Dept of Nonfrost-Susceptible Base for Limited Subgrade Frost Penetration
Table 18-3. FrostArea Soil Support Indexes for Subgrade Soils for Flexible Pavement Design
Figure 18-5. Frost-Area Index of Reaction for Design of Rigid Roads, Streets, and Open Storage Areas
Stabilization with Lime and with LCF
Subgrade Requirements
Figure 18-6. Tapered Transition Used Where Embankment Material Differs From Natural Subgrade in Cut
Base Course Construction
Design Example-Heavily Trafficked Road
Appendix B Determination of Flexural Strength and Modulus of Elasticity of Bituminous Concrete
Report
Appendix C Method of Test for Preformed Polychloroprene Elastomeric Joint Seal Jet-Fuel-Resistance
Appendix D Use of Insulation Materials In Pavements
Figure D-1. Equivalent Sinusoidal Surface Temperature Amplitude A and Initial Temperature Differences V
Figure D-2. Yhickness of Extructed Polystyene Insulation to Prevent Subgrade Freezing
Figure D-23. Effect of Thickness of Insulation and Base Frost Penetration (Sheet 1 of 4)
Figure D-23. Effect of Thickness of Insulation and Base Frost Penetration (Sheet 2 of 4)
Figure D-23. Effect of Thickness of Insulation and Base Frost Penetration (Sheet 3 of 4)
Figure D-23. Effect of Thickness of Insulation and Base Frost Penetration (Sheet 4 of 4)
Construction Practice
Appendix E Computer Aided Design for Flexible Road Pavements/Rigid Road Pavements
Chapter 1 Introduction - ufc_3_250_01fa0010
Use of programs
Chapter 2 Preliminary Investigations
Chapter 3 Vehicular Traffic - ufc_3_250_01fa0013
Table 3-1. pavement Design Index
Special-Purpose Vehicles
Chapter 4 Flexible Pavement Subgrades
Selection of Design CBR Values
Chapter 5 Flexible Pavement Select Materials and Subbase Courses
Drainage - ufc_3_250_01fa0019
Chapter 6 Flexible Pavement Base Courses
Table 6-1. Minimum Thickness of Pavement and Base Course
Chapter 7 Bituminous Pavement
Chapter 8 Flexible Pavement Design
Figure 8-1. Flexible pavement Design Curve for Roads and Streets
Table 8-1. Equivalency Factors for Bituminous
Figure 8-2. Equivalency Factors for Solis Stabilized with Cement, Lime or Cement and Lime Mixed With Flyash
Shoulders and Similar Areas
Curbs and Gutters
Chapter 9 Rigid Pavement Design
Table 9-1. Modulus of Soil Rection
Figure 9-1. Effect of Base-Course Thickness on Modulus of Soil Reaction
Chapter 10 Rigid Pavement Base Courses
Chapter 11 Concrete Pavement
Chapter 12 Plain Concrete Pavement Design
Figuer 12-1. Design Curves for Plain Concrete Roads and Streets, and RCCP
Figure 12-2. Design for Plain Cocrete Parking and Open Storage Areas
Design Examples - ufc_3_250_01fa0037
Concrete Driveways
Chapter 13 Reinforced Concrete Pavements
Figure 13-1. Typical Layout of Joints at Intersection. (Sheet 1 of 2)
Figure 13-1. Typical Layout of Joints at Intersection. (Sheet 2 of 2)
Figure 13-2. Reinforced Rigid Pavement Design
Limitations - ufc_3_250_01fa0043
Figure 13-3. Design Details of Reinforced Rigid Pavement With Two Traffic Lanes (Sheet 1 of 2)
Figure 13-3. Design Details of Reinforced Rigid Pavement With Two Traffic Lanes (Sheet 2 of 2)
Figure 13-4. Design Details of Reinforced Rigid Pavement With Traffic and Parking Lanes
Figure 13-5. Design Details of Reinforced Rigid Pavement With Integral Curb (Sheet 1 of 2)
Figure 13-5. Design Details of Reinforced Rigid Pavement With Integral Curb (Sheet 2 of 2)
Figure 13-6. Typical Layout of Joints at the Intersection of Reinforced Rigid Pavements (Sheet 1 of 2)
Figure 13-6. Typical Layout of Joints at the Intersection of Reinforced Rigid Pavements (Sheet 2 of 2)
Chapter 14 Pavement Overlays
Condition of Existing Rigid Pavement
Plain concrete overlay - ufc_3_250_01fa0053
Rigid Overlay of Existing Flexible or Composite Pavements
Figure 14-1. Factor for Projecting Cracking in a Flexible Pavement
Use of Geotextiles to Retard Reflective Cracking
Overlay Design Example
Chapter 15 Joint for Plain Concrete
Figure 15-1. Design Details for Plain Concrete Pavements (Sheet 1 of 2)
Figure 15-1. Design Details for Plain Concrete Pavements (Sheet 2 of 2)
Figure 15-2. Joint Layout for Vehicular Parking Areas
Figure 15-3. Contration Joints for Plain Concrete Pavements
Figure 15-4. Construction Joints for Plain Concrete Pavements (Sheet 1 of 4)
Figure 15-4. Construction Joints for Plain Concrete Pavements (Sheet 2 of 4)
Figure 15-4. Construction Joints for Plain Concrete Pavements (Sheet 3 of 4)
Figure 15-4. Construction Joints for Plain Concrete Pavements (Sheet 4 of 4)
Figure 15-5. Expansion Joints for Plain Concrete Pavements
Figure 15-6. Thickened-Edge Slip Joint
Figure 15-7. Joint Sealant Details (Sheet 1 of 3)
Figure 15-7. Joint Sealant Details (Sheet 2 of 3)
Figure 15-7. Joint Sealant Details (Sheet 3 of 3)
Table 15-2. Dowel Size and Spacing for Construction, Contraction, and Expansion Joints
Thickened-edge joint
Dowels
Slip-type joints
Chapter 16 Joints for Reinforced Concrete
Figure 16-1. Contraction Joints for Reinforced Concrete Pavements
Figure 16-2. Construction Joint for Reinforced Concrete Pavements (Sheet 1 of 4)
Figure 16-2. Construction Joint for Reinforced Concrete Pavements (Sheet 2 of 4)
Figure 16-2. Construction Joint for Reinforced Concrete Pavements (Sheet 3 of 4)
Figure 16-2. Construction Joint for Reinforced Concrete Pavements (Sheet 4 of 4)
Figure 16-3. Expansion Joints for Reinforced Concrete Pavements
Joint Sealing
Chapter 17 Roller-Compacted Concrete Pavements
Joint Types for RCC
Chapter 18 Seasonal Frost Conditions
Table 18-1. Modes of Distress in Pavements
Temperature terms
Figure 18-1. Determination of Freezing Index
Figure 18-2. Frost Design Soil Classification
Alternative Methods of Thickness Design
Design freezing index
Figure 18-2. Distribution of Design Freezing Index for North America
Design method - ufc_3_250_01fa0094
Figure 18-3. Frost Penetration Beneath Pavements (Sheet 1 of 3)
Figure 18-3. Frost Penetration Beneath Pavements (Sheet 2 of 3)
Figure 18-3. Frost Penetration Beneath Pavements (Sheet 3 of 3)
Figure 18-4. Design Dept of Nonfrost-Susceptible Base for Limited Subgrade Frost Penetration
Table 18-3. FrostArea Soil Support Indexes for Subgrade Soils for Flexible Pavement Design
Figure 18-5. Frost-Area Index of Reaction for Design of Rigid Roads, Streets, and Open Storage Areas
Stabilization with Lime and with LCF
Subgrade Requirements
Figure 18-6. Tapered Transition Used Where Embankment Material Differs From Natural Subgrade in Cut
Base Course Construction
Design Example-Heavily Trafficked Road
Appendix B Determination of Flexural Strength and Modulus of Elasticity of Bituminous Concrete
Report
Appendix C Method of Test for Preformed Polychloroprene Elastomeric Joint Seal Jet-Fuel-Resistance
Appendix D Use of Insulation Materials In Pavements
Figure D-1. Equivalent Sinusoidal Surface Temperature Amplitude A and Initial Temperature Differences V
Figure D-2. Yhickness of Extructed Polystyene Insulation to Prevent Subgrade Freezing
Figure D-23. Effect of Thickness of Insulation and Base Frost Penetration (Sheet 1 of 4)
Figure D-23. Effect of Thickness of Insulation and Base Frost Penetration (Sheet 2 of 4)
Figure D-23. Effect of Thickness of Insulation and Base Frost Penetration (Sheet 3 of 4)
Figure D-23. Effect of Thickness of Insulation and Base Frost Penetration (Sheet 4 of 4)
Construction Practice
Appendix E Computer Aided Design for Flexible Road Pavements/Rigid Road Pavements
