design criteria
Chapter 4: Basic Design Criteria
4.1 Overview
Designs for highway and bridge projects are based on established design controls and criteria.
Elements include roadway width, side slopes, horizontal/vertical alignment, drainage considerations, and intersecting roads.
4.6 Terrain
Terrain is classified for design purposes:
4.6.1 Level Terrain: Relatively flat; sight distances are generally long.
4.6.2 Rolling Terrain: Natural slopes rise and fall; presents design challenges.
4.6.3 Mountainous Terrain: Sudden elevation changes; requires careful planning for road alignment.
4.7 Horizontal Alignment
Establish proper relationship between design speed and curvature; includes:
4.7.1 General Considerations: Use of flatter than minimum curvature to enhance aesthetics and driver perception.
4.7.2 Curve Radius: Minimum radii based on design speed; important for safety.
4.7.3 Superelevation Rate: Rate at which road is banked in a curve to counteract lateral acceleration.
4.7.6 Superelevation Transition Length: Length required to comfortably transition from normal crown to superelevated section.
4.8 Vertical Alignment
Vertical alignment impacts grades, visibility, and vehicle operation. Key points include:
4.8.1 Grades: Limit steep grades to improve safety and performance;
4.8.2 Vertical Curves: Used for smooth transitions between grades; length based on algebraic change in grades.
4.8.4 Vertical Alignment at Railroad Crossings: Ensure level alignment for visibility and safety.
4.9 Combination of Horizontal and Vertical Alignment
Ensure both alignments accommodate safe and efficient vehicle operations.
4.10 Cross Sectional Elements
Includes lane configurations, shoulders, tapers, and safety features. Important elements include:
4.10.1 Through Travel Lanes: Design width based on functional classification.
4.10.2 Speed Change Lanes: Important for safe vehicle merging and turning; taper lengths defined.
4.10.10 Right of Way Width: Ensure adequate space for safe transportation and environmental considerations.
4.11 Sight Distance
Critical for safe driving; involves:
4.11.1 Stopping Sight Distance (SSD): Distance needed for drivers to stop safely.
4.11.2 Decision Sight Distance: Longer than SSD; accommodates complex maneuvers.
4.11.3 Passing Sight Distance: Distance required for safe passing maneuvers on highways.
4.12 Drainage Facilities
Design for effective stormwater management while ensuring safety and accessibility:
4.12.1 Design Treatment of Cross Drainage Culvert Ends: Important for maintaining safety;
4.12.7 Side Ditches: Must be safely traversable and properly sized for drainage.
4.13 Environment
Ensure that highway development enhances rather than harms the environment; consider ecological impacts and local regulations.
4.14 Human Factors
Consideration of older drivers and pedestrian needs in design:
Suggested improvements include better signage, clear zones for pedestrians, and improved intersection design.
4.10.15 Medians
Use to enhance traffic management and safety between opposing lanes:
Types include depressed, raised, flush, and Two-Way Left Turn Lanes.
4.10.16 Parking
Discusses the features of parking facilities, including dimensions and accessibility.