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Dr. Wa'el M. Albawwab albawwab@gmail.com1 ECGD4228 Transportation Engineering II Summer 2008 Sat. 15:30-18:30 PM K115
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Dr. Wa'el M. Albawwab albawwab@gmail.com2 Pavement Purpose and Significance Pavement Conditions Pavement Types and Materials Lecture 4
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Dr. Wa'el M. Albawwab albawwab@gmail.com3 Pavement Materials Pavement Structural Analysis Pavement Design Pavement Maintenance Pavement Rehabilitation Pavement Management Systems Pavement Engineering
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Dr. Wa'el M. Albawwab albawwab@gmail.com4 Road pavements are structures designed and built on existing grounds to facilitate smooth, safe, reliable, and convenient traffic flows. General Definition
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Dr. Wa'el M. Albawwab albawwab@gmail.com5 Flexible Pavements Rigid Pavements Mixed Pavements Categories of Road Paving
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Dr. Wa'el M. Albawwab albawwab@gmail.com6 Category II: Rigid Pavements
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Dr. Wa'el M. Albawwab albawwab@gmail.com7 Portland cement concrete (PCC) pavements Considered as rigid structures since PCC’s high modulus of elasticity does not allow them to flex appreciably under the applied traffic loads. Categories of Road Paving Rigid Pavements
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Dr. Wa'el M. Albawwab albawwab@gmail.com8 Extremely high volume traffic lanes Freeway to freeway connections Exit ramps with extremely heavy traffic Typical Applications of Rigid Pavements
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Dr. Wa'el M. Albawwab albawwab@gmail.com9 High durability Longer service life Suitable for flooding areas Withstands ground water changes Advantages of Rigid Pavements
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Dr. Wa'el M. Albawwab albawwab@gmail.com10 May lose non-slip properties with time Requires even sub-grade with uniform settling May suffer ruptures at transverse joints Disadvantages of Rigid Pavements
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Dr. Wa'el M. Albawwab albawwab@gmail.com11 Types of Rigid Pavements Jointed Plain Concrete Pavement (JPCP)
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Dr. Wa'el M. Albawwab albawwab@gmail.com12 Types of Rigid Pavements Jointed Reinforced Concrete Pavement (JRCP)
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Dr. Wa'el M. Albawwab albawwab@gmail.com13 Types of Rigid Pavements Continuous Reinforced Concrete Pavement (CRCP)
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Dr. Wa'el M. Albawwab albawwab@gmail.com14 Types of Rigid Pavements Pre-stressed Concrete Pavement (PCP)
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Dr. Wa'el M. Albawwab albawwab@gmail.com15 Surfaces of Rigid Pavements
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Dr. Wa'el M. Albawwab albawwab@gmail.com16 Surfaces of Rigid Pavements
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Dr. Wa'el M. Albawwab albawwab@gmail.com17 Surfaces of Rigid Pavements
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Dr. Wa'el M. Albawwab albawwab@gmail.com18 Structure of Rigid Pavements
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Dr. Wa'el M. Albawwab albawwab@gmail.com19 Load Distribution in Rigid Pavements
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Dr. Wa'el M. Albawwab albawwab@gmail.com20 Load Effect in Rigid Pavements
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Dr. Wa'el M. Albawwab albawwab@gmail.com21 Configuration of Rigid Pavements Heavy Traffic Volumes
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Dr. Wa'el M. Albawwab albawwab@gmail.com22 Configuration of Rigid Pavements Light Traffic Volumes
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Dr. Wa'el M. Albawwab albawwab@gmail.com23 Distresses in Rigid Pavements Condition vs. Time
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Dr. Wa'el M. Albawwab albawwab@gmail.com24 Distresses in Rigid Pavements Longitudinal Fatigue Cracking
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Dr. Wa'el M. Albawwab albawwab@gmail.com25 Distresses in Rigid Pavements Transverse Fatigue Cracking
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Dr. Wa'el M. Albawwab albawwab@gmail.com26 Distresses in Rigid Pavements Diagonal Fatigue Cracking
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Dr. Wa'el M. Albawwab albawwab@gmail.com27 Distresses in Rigid Pavements Spalled Corner Fatigue Cracking
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Dr. Wa'el M. Albawwab albawwab@gmail.com28 Distresses in Rigid Pavements Faulting
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Dr. Wa'el M. Albawwab albawwab@gmail.com29 Distresses in Rigid Pavements Punching
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Dr. Wa'el M. Albawwab albawwab@gmail.com30 Distresses in Rigid Pavements Shattering
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Dr. Wa'el M. Albawwab albawwab@gmail.com31 Distresses in Rigid Pavements Scaling and Polishing
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Dr. Wa'el M. Albawwab albawwab@gmail.com32 Distresses in Rigid Pavements Water Bleeding at Slab Edges
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Dr. Wa'el M. Albawwab albawwab@gmail.com33 Distresses in Rigid Pavements Frost Heaving
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Dr. Wa'el M. Albawwab albawwab@gmail.com34 Distresses in Rigid Pavements Total Failures
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Dr. Wa'el M. Albawwab albawwab@gmail.com35 Types of Rigid Pavement Jointed Plain Concrete Pavement (JPCP) Jointed Plain Concrete Pavement (JPCP)
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Dr. Wa'el M. Albawwab albawwab@gmail.com36 Rigid Pavements Testing of Subgrade Properties Characterized by strength and/or stiffness California Bearing Ratio (CBR) Measures shearing resistance Typical values: 0 - 20 % Resilient Modulus (M R ) Measures stress-strain relationship Typical values: 3,000 - 40,000 psi (20 – 275 MPa)
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Dr. Wa'el M. Albawwab albawwab@gmail.com37 GradeCBR M R (psi) Typical Description Good ≥ 10 20,000 Gravels, crushed stone and sandy soils. GW, GP, GM, SW, SP, SM soils are often in this category. Fair 5 – 9 10,000 Clayey gravel and clayey sand, fine silt soils. GM, GC, SM, SC soils are often in this category. Poor 3 – 5 5,000 Fine silty sands, clays, silts, organic soils. CL, CH, ML, MH, CM, OL, OH soils are often in this category. Testing of Subgrade Properties
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Dr. Wa'el M. Albawwab albawwab@gmail.com38 Types of Rigid Pavement Continuously Reinforced Concrete Pavement (CRCP) Continuously Reinforced Concrete Pavement (CRCP) Photo from the Concrete Reinforcing Steel Institute
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Dr. Wa'el M. Albawwab albawwab@gmail.com39 Rigid Pavement – Construction Slipform Fixed form FYI – NOT TESTABLE
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Dr. Wa'el M. Albawwab albawwab@gmail.com40 Rigid Pavement Surfaces
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Dr. Wa'el M. Albawwab albawwab@gmail.com41 Paving of a Concrete Pavement
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