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United Facilities Criteria CD 1
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Design: Pavements
Section 13. Utilization of Reinforcing Fabrics in Asphalt Pavement
Table 18 Representative Fabric properties and Applications
Table 18 Representative Fabric properties and Applications - Cont'd
Criteria for Use of Fabrics - ufc_3_250_12n0016
Table 19 Fabric Properties and Standard test Procedures
Tack Coat - ufc_3_250_12n0018
Figure 12 Tack Coat Quantity as Related to Pavement Surface Texture - ufc_3_250_12n0019
Table 20 Specifications for nFabrics Used as Asphalt Overly Reinforcement
Economics of Fabric Use
Table 21 Specifications for Subgrade Separation Fabrics Used in Flexible Pavement Construction
CCB Application Notes - ufc_3_250_12n0029
Civil Engineering Pavements
Abstract - ufc_3_250_12n0032
Section 1. Introduction - ufc_3_250_12n0038
Figure 1 Flexible Pavement Terminology
Table 1 Types of Bituminous Surfaces
Figure 2 Section of a Typical Soil Profile Sheet
Subgrade Testing
Table 3 Subgrade Sampling and Testing Standards
Figure 3 Approximate Relationship Between CBR and K
Section 3. Trafic Analysis
Table 4 Example of Computation of Equivalent 18 Kip Axle Load (EAL)
Table 5 Vehicular Traffic Design Index
Section 4. Subgrades
Section 5. Subbase
Figure 5 Typical Details of Subgrade Drainage Installations
Section 6. Base
Base Drainage
Figure 6 Typical Details of Base Drain Installations
Table 6 Drybound Macadam Base
Figure 7 CBR Thickness Design Chart-Flexible Pavements
Section 8. Design of Bituhinous Surfaces
Table 8 Specialized Terminology for Bituminous Mixes
Table 9 Specifications for Bituminous Materials
Table 10 Recommended types and Grades of Bitumen for Birtuminous Surfaces
Aggre Gates
Fugure 9. Selection Guide for Asphalt Cement
Table 11 Bituminous Pavement Design Criteria for Use With Aggregate Blends Showing Water Absorption up to 2 1/2 percent
Table 13 Minimum Percent Voids in Mineral Aggregate (VMA)
Table 15 Recommended Gradings for Aggregates Used
Section 9. Rigid Pavement Design
Rigid Pavement Stresses
Figure 10 Average Relationship Between Compressive Strenght of 6 * 12 Inch Cylender
Figure 11 Design Curves for Concrete Pavement thickness (Highways)
Drainage - ufc_3_250_12n0070
Table 17 Basic Requirements for Low-Cost Roads
Section 12. Sidewalks
Section 13. Utilisation of Reinforcing Fabrics in Asphalt Pavement
Table 18. Representative Fabric properties and Applications
Table 18. Representative Fabric properties and Applications - Cont'd
Criteria for Use of Fabrics - ufc_3_250_12n0076
Table 19. Fabric Properties and Standard Test Procedures
Tack Coat - ufc_3_250_12n0078
Figure 12 Tack Coat Quantity as Related to Pavement Surface Texture - ufc_3_250_12n0079
Table 20. Specifications for Fabrics Used as Asphalt Overlay Reinforcement
Economics of Fabric Use
Table 21. Specifications for Subgrade Separation Fabrics Used in Flexible Pavement Construction