More Related Content Similar to Lect 6 pavement design (20) Lect 6 pavement design11. Types of rigid pavement (b) Jointed reinforced concrete pavement (JRCP) (max. length of 30 m per slab) (max. length of 6 m per slab) 15. Load distribution in asphalt pavement Asphalt pav. is designed to provide sufficient thickness to distribute the applied load with depth 26. Since the EALFs are not very sensitive to SN, a SN value of 5 may be assumed in most cases. Unless the design thickness is significantly different, no iterations will be needed 31. Step 4 — Effective Roadbed Soil Resilient Modulus Worksheet for estimating effective roadbed soil resilient modulus 53. AASHTO Load Equivalency Factors for Rigid Pavements Based on Terminal Serviceability Index of 2.5 for Tandem Axles and p t of 2.5 54. AASHTO Load Equivalency Factors for Rigid Pavements Based on Terminal Serviceability Index of 2.5 for Tandem Axles and p t of 2.5 55. AASHTO Load Equivalency Factors for Rigid Pavements Based on Terminal Serviceability Index of 2.5Triple Axles (i.e., Tridem Axles) and pt of 2.5 56. AASHTO Load Equivalency Factors for Rigid Pavements Based on Terminal Serviceability Index of 2.5Triple Axles (i.e., Tridem Axles) and pt of 2.5