Pavement Design for Roads, Streets and Open Storage Areas, Elastic Layered Methods - index
Chapter 1 General - ufc_3_250_10fa0009
Chapter 2 Basis of Pavement Design
Frost Considerations.
Chapter 3 Vehicular Traffic - ufc_3_250_10fa0012
Table 3-1. Representative Configuration Data
Chapter 4 Elastic Moduli of Pavement Materials
Figure 4-1. Relationship Between Design (Mean) Pavement Temperature and Design Air Temperature.
Figure 4-2. Prediction of Asphalt Concrete Modulus for Bituminous Layers.
Table 4-1. Minimum Unconfined Compressive Strengths for Cement, Lime
Table 4-2. Modulus of Soil Reaction.
Figure 4-4. Correlcation Between Resilient Modulus of Elaticity and Static Modulus of Soil Reaction
Nondestructive Testing Procedure
Chapter 5 Design Criteria
Table 5-1. Operations Per Coverage Ratio, Flexible Pavements.
Table 5-2. Operations Per Coverage Ratio, Rigid Pavements.
Figure 5-1. Subgrade Strain Criteria for Roads and Streets
Chapter 6 Flexible Pavement Design
Design Example for a Conventional Flexible Pavement.
Table 6-1. Values and Damage for Trail Thicknesses
Table 6-2. Bituminous Concrete Moduli for Each Month for ABC Pavement Design Based on Bituminous Concrete Strain.
Table 6-3. Bituminous Concrete Moduli for Each Month for ABC Pavement Design Based on Subgrade Strain.
Table 6-4. Strain Values and Damage for ABC Pavement, 32-kip Tandem-Arle, Dual-Wheels
Chapter 7 Concrete Pavements
Reinforced Concrete Pavements
Figure 7-1. Reinforced Concrete Pavement Design
Table 7-1 Computed Coverage for Example 2
Table 7-2 Computisions of Cumulative Damege for Example 2
Table 7-3. Cumulative Damage Computed for M1 Tank.
Table 7-4 Compused Design Coverage for Example 4
Table 7-5. Computatiions of Cumulative Damage for Example 4
Chapter 8 Overlay Pavements
Figure 8-1. Chart for Determining Cr for Concrete Overlays.
Rigid Overlay of Flexible and Composite Base Pavements
Figure 8-2. Chart for Determining C, For Flexible Overlays
Figure 8-3. Determination of Effective k Value on Top of Base Course
Figure 8-4. Chart for Determining F-Factor for Flexible Overlays
Appendix B Procedure for Determining the Modulus of Elasticity of Unbound Granular Base
Figure B-1. Relationships Between Modulus of Layer n + 1 for Various Thicknesses
Appendix C Procedure for Determining the Fatigue Life of Bituminous Concrete
Figure C-l. Repeated Flexure Apparatus.
Figure C-2. Initial Mixture Bending Strain Versus Repetitions to Frature in Controlled Strees Tests
Provisional Fatigue Data for Bituminous Concrete
Appendix D Computer Aided Sign for Pavement DEsign for Roads, Streets, and OPen Storage Areas, Elastic Layered Methods
Chapter 1 General - ufc_3_250_10fa0009
Chapter 2 Basis of Pavement Design
Frost Considerations.
Chapter 3 Vehicular Traffic - ufc_3_250_10fa0012
Table 3-1. Representative Configuration Data
Chapter 4 Elastic Moduli of Pavement Materials
Figure 4-1. Relationship Between Design (Mean) Pavement Temperature and Design Air Temperature.
Figure 4-2. Prediction of Asphalt Concrete Modulus for Bituminous Layers.
Table 4-1. Minimum Unconfined Compressive Strengths for Cement, Lime
Table 4-2. Modulus of Soil Reaction.
Figure 4-4. Correlcation Between Resilient Modulus of Elaticity and Static Modulus of Soil Reaction
Nondestructive Testing Procedure
Chapter 5 Design Criteria
Table 5-1. Operations Per Coverage Ratio, Flexible Pavements.
Table 5-2. Operations Per Coverage Ratio, Rigid Pavements.
Figure 5-1. Subgrade Strain Criteria for Roads and Streets
Chapter 6 Flexible Pavement Design
Design Example for a Conventional Flexible Pavement.
Table 6-1. Values and Damage for Trail Thicknesses
Table 6-2. Bituminous Concrete Moduli for Each Month for ABC Pavement Design Based on Bituminous Concrete Strain.
Table 6-3. Bituminous Concrete Moduli for Each Month for ABC Pavement Design Based on Subgrade Strain.
Table 6-4. Strain Values and Damage for ABC Pavement, 32-kip Tandem-Arle, Dual-Wheels
Chapter 7 Concrete Pavements
Reinforced Concrete Pavements
Figure 7-1. Reinforced Concrete Pavement Design
Table 7-1 Computed Coverage for Example 2
Table 7-2 Computisions of Cumulative Damege for Example 2
Table 7-3. Cumulative Damage Computed for M1 Tank.
Table 7-4 Compused Design Coverage for Example 4
Table 7-5. Computatiions of Cumulative Damage for Example 4
Chapter 8 Overlay Pavements
Figure 8-1. Chart for Determining Cr for Concrete Overlays.
Rigid Overlay of Flexible and Composite Base Pavements
Figure 8-2. Chart for Determining C, For Flexible Overlays
Figure 8-3. Determination of Effective k Value on Top of Base Course
Figure 8-4. Chart for Determining F-Factor for Flexible Overlays
Appendix B Procedure for Determining the Modulus of Elasticity of Unbound Granular Base
Figure B-1. Relationships Between Modulus of Layer n + 1 for Various Thicknesses
Appendix C Procedure for Determining the Fatigue Life of Bituminous Concrete
Figure C-l. Repeated Flexure Apparatus.
Figure C-2. Initial Mixture Bending Strain Versus Repetitions to Frature in Controlled Strees Tests
Provisional Fatigue Data for Bituminous Concrete
Appendix D Computer Aided Sign for Pavement DEsign for Roads, Streets, and OPen Storage Areas, Elastic Layered Methods
