Transcription of CHAPTER 6 VERTICAL ALIGNMENT
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6-1 CHAPTER 6 VERTICAL ALIGNMENT Introduction 6-3 VERTICAL ALIGNMENT Controls 6-3 Figure 6-1 Contrast of Poor Grade Line Design (Left) with Preferred Grade Line Design (Right) Figure 6-2 Example of a Hidden Dip Figure 6-3 Broken Back (Left) Versus Smooth Continuous (Right) Grade Line Figure 6-4 Balanced VERTICAL and Horizontal Alignments Figure 6-5 Landscape Backdrop is also a Safety Feature Figure 6-6 Example of Undesirable Effect of a Profile on a Pronounced Crest Figure 6-7 Simultaneous VERTICAL and Horizontal Curvature Maximum Grades 6-8 Table 6-1 Maximum Grades on Construction/ Reconstruction Projects for Interstate and State Highways Table 6-2 Maximum Grades on Construction/Reconstruction Projects for Urban Arterials Table 6-3 Maximum Grades for 3R Projects on th
6-2 Urban Design 6-20 Gradeline Elevations 6-22 Figure 6-12 Railroad Highway Grade Crossing Climbing Lane Criteria 6-26 Figure 6-13 Critical Length Computations
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Earthwork, 2 Earthwork, Design Manual Horizontal Alignment Chapter 2, Chapter 2, FOUNDATIONS, 296-54 WAC, Logging Operations, Chapter, Chapter 1610 Traffic Barriers, GEOTECHNICAL ENGINEERING, Construction Survey, Surveying, VOLUME 4 GEOTECHNICS & DRAINAGE SECTION, Volume 4 geotechnics & drainage section 2 drainage