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Roadway design with inroads V8i

By: Contributor(s): Publication details: Pennsylvania Bentley Institute Press 2013Description: viii,306p.,CD-ROMISBN:
  • 9781133607373
Subject(s):
DDC classification:
  • 620.00420285 BOW
Contents:
CONTENTS Foreword vi Preface vii CHAPTER 1 GETTING STARTED 1 Lab 1.1-Establish the Working Library 1 Lab 1.2-Working with Inroads 2 Lab 1.3-lnroads File Logic and Types 3 Lab 1.4- Esta blishing Project Defaults 4 Lab 1.5-Establishing Preferences and Styles 6 CHAPTER 2 MANAGERS 11 Lab 2.1-Named Symbology Manager 11 Lab 2.2-Style Manager 13 Lab 2.3-Preference Manager 15 Configuration Files and Resource Fonts 17 CHAPTER 3 SITE CREATION 20 Types of Surface Points 20 Digital Terrain Models 21 Collecting Surface Feature Data 23 After the Data Is Loaded 24 What Is a Feature? 24 Displaying Linear versus Point Data 25 Locks 25 Lab 3.1-Establishing a Working Model 27 Lab 3.2-Loading ASCII Data into a Surface 28 Lab 3.3-lmport the ASCII Data into the Surface File 31 Lab 3.4-Triangulating Raw Surface Data 42 Lab 3.5-Review ing and Saving a Surface 43 Lab 3.6-Setup to Display Contours 44 Lab 3.7-Thinning LIDAR Surface Data 47 Summa ry 50 CHAPTER 4 HORIZONTAL ALIGNMENTS 52 Lab 4.1-Develop Project Default Files 53 Lab 4.2-Configuring the Geometry Project File 53 Lab 4.3-Constructing a Horizontal Alignment by Adding Points of Intersection 54 Lab 4.4-Defining C rve Sets 56 Lab 4.5-Setting the Beginning Station of the Alrgnment 57 Lab 4.6-Displaying the Alignment Stationing 58 Lab 4.7-Su rface Reduction to SR45 Alignment 63 Lab 4.8-Horizontal Alrgnment Exercise 65 Lab 4.9-Horizontal Curves from COGO Points and Graphics Exercise 67 Lab 4.10-Station Equation Exercise 68 Lab 4.11-Horizontal Curve Inspection and Revision Exercise 72 Lab 4.12-Measuring Sight Distance at Horizontal Curve Exercise 73 CHAPTER 5 PROFILES 77 Lab 5.1-Creating a Profile 78 Summary 84 CHAPTER 6 VERTICAL ALIGNMENTS 86 LAB 6.1-Creating a Vertical Alignment 86 LAB 6.2-Defining the Vertical Curves 90 LAB 6.3-Annotation of the Vertical Alignment 91 Summary 97 LAB 6.4-Geometry Reports 97 LAB 6.5-0ther Methods of Creating Vertical Alignments 98 LAB 6.6-Horizontal and Vertical Curve Design Checks 99 Design Controls for Vertical Curves 100 CHAPTER 7 CREATE TEMPLATES 109 Lab 7.1-0btaining Familiarity with Components 110 Lab7.2-0btaining Familiarity with Constraints 113 Lab 7.3-Adding a Component with Precision 116 Lab 7.4-Using Constraint Combinations 117 Lab 7.5-The Importance of Point Names 119 Lab 7.6-Modifying Template Component and Points 121 Lab 7.7-lntroducing End Conditions 121 Lab 7.8-Multisegmented End Conditions 124 Lab 7.9-Multiple End Conditions 124 Lab 7.10-Create a Benching Component 125 Lab 7.11-Creating a Two­ Lane Roadway 126 Lab 7.12-Variable Side Slopes 127 Lab 7.13-Create Roadway Template 135 Lab 7.14-Create a Median Barrier 137 Lab 7.15-Create a Bifurcated Roadway 139 CHAPTER 8 CREATION OF A UNIFORM TWO-LANE ROADWAY 146 Lab 8.1-Corridor Management 146 Lab 8.2-Create a Uniform Cross Section Two-Lane Roadway 147 Lab 8.3-Develop Cross Sections 151 CHAPTER 9 CREATE CROSS SECTIONS 156 Lab 9.1-Cross Section Styles and Preferences 157 Lab 9.2-Cross Section Viewer 162 Lab 9.3-Annotate Cross Sections 163 CHAPTER 10 EARTHWORK AND VOLUME EXCEPTIONS 167 Lab 10.1-Construct a Two Lane with Benching Template 168 Lab 10.2-Average End Area Volumes 170 Lab 10.3-Volume Exceptions 173 CHAPTER 11 ROADWAYS WITH VARYING CROSS SECTIONS 177 Lab 11.1-Create a Two-Lane Roadway with a Three-Lane Section by Transitioning between Templates 177 Lab 11.2-Horizontal and Vertical Controls 184 Lab 11.3-Roadway Widening at Horizontal Curves 186 Lab 11.4-Toe Ditches and Profile Enhancement 189 Lab 11.5-Enhance the Toe Ditch Template 192 Lab 11.6-lmport the Toe Ditches as Horizontal Alignments 195 CHAPTER 12 SUPERELEVATION 199 Lab 12.1-Adding Superelevation to the Model 208 Lab 12.2-How to Remedy Overlap Problems 218 Lab 12.3-Annotating the Profile with Superelevation Data 220 CHAPTER 13 DEVELOPING INTERSECTIONS 224 Lab 13.1-Creating a Plan and Profile Master File 224 Lab 13.2-Piacing Curb Returns Using the Multicentered Curve Command 227 Lab 13.3 Visual Enhancements to the Intersection 230 CHAPTER 14 PLAN AND PROFILE GENERATOR 233 Determining Plan and Profile Settings (11 x 17 inch Sheet Size) 234 Lab 14.1-Preparing for the Plan and Profile Generator 235 Lab 14.2-Setting up the Plan and Profile Sheets 240 Lab 14.3-Generate Plan and Profile Sheets 248 CHAPTER 15 PRINTING/PLOTTING INSTRUCTIONS 252 Lab 15.1-Create a Drawing Sheet 252 Lab 15.2-Cross Section Printing (Method 1) 254 Lab 15.3-Cross Section Printing (Method 2) 257 Lab 15.4-Developing Intersections to Scale 259 Lab 15.5-Preparing the End Area Volume Report 259 Lab 15.6-Preparing the Geometric Report 261 CHAPTER 16 SUBSURFACE EARTHWORK CALCULATION 263 Lab 16.1-lmport and Create Subsurface Strata 264 Lab 16.2-Develop Earthwork Volume Estimates 265 CHAPTER 17 FOUR-LANE DIVIDED ROADWAY 268 Methods of Attaining Superelevation 268 Lab 17.1-Modify the Four­ Lane Divided Roadway Template 271 Lab 17.2-Application of Modified AASHTO Case II to Divided Roadways 272 Lab 17.3-Four­ Lane Divided Roadway with Varying Median Width 282 Lab17.4-Application of Modified AASHTO Case I to Divided Roadways 284 Index 298
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Item type Current library Collection Call number Status Date due Barcode Item holds
Book CEPT Library BK 620.00420285 BOW Available 021016
Non Book Material CEPT Library Processing Center NBK 620.00420285 BOW Available 021016/CD
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CONTENTS
Foreword vi
Preface vii
CHAPTER 1 GETTING STARTED 1
Lab 1.1-Establish the Working Library 1
Lab 1.2-Working with Inroads 2
Lab 1.3-lnroads File Logic and Types 3
Lab 1.4- Esta blishing Project Defaults 4
Lab 1.5-Establishing Preferences and Styles 6
CHAPTER 2 MANAGERS 11
Lab 2.1-Named Symbology Manager 11
Lab 2.2-Style Manager 13
Lab 2.3-Preference Manager 15
Configuration Files and Resource Fonts 17
CHAPTER 3 SITE CREATION 20
Types of Surface Points 20
Digital Terrain Models 21
Collecting Surface Feature Data 23
After the Data Is Loaded 24
What Is a Feature? 24
Displaying Linear versus Point Data 25
Locks 25
Lab 3.1-Establishing a Working Model 27
Lab 3.2-Loading ASCII Data into a Surface 28
Lab 3.3-lmport the ASCII Data into the Surface File 31
Lab 3.4-Triangulating Raw Surface Data 42
Lab 3.5-Review ing and Saving a Surface 43
Lab 3.6-Setup to Display Contours 44
Lab 3.7-Thinning LIDAR Surface Data 47
Summa ry 50
CHAPTER 4 HORIZONTAL ALIGNMENTS 52
Lab 4.1-Develop Project Default Files 53
Lab 4.2-Configuring the Geometry Project File 53
Lab 4.3-Constructing a Horizontal Alignment by Adding Points of Intersection 54
Lab 4.4-Defining C rve Sets 56
Lab 4.5-Setting the Beginning Station of the Alrgnment 57
Lab 4.6-Displaying the Alignment Stationing 58
Lab 4.7-Su rface Reduction to SR45 Alignment 63
Lab 4.8-Horizontal Alrgnment Exercise 65
Lab 4.9-Horizontal Curves from COGO Points and Graphics Exercise 67
Lab 4.10-Station Equation Exercise 68
Lab 4.11-Horizontal Curve Inspection and Revision Exercise 72
Lab 4.12-Measuring Sight Distance at Horizontal Curve Exercise 73
CHAPTER 5 PROFILES 77
Lab 5.1-Creating a Profile 78 Summary 84
CHAPTER 6 VERTICAL ALIGNMENTS 86
LAB 6.1-Creating a Vertical Alignment 86
LAB 6.2-Defining the Vertical Curves 90
LAB 6.3-Annotation of the Vertical Alignment 91
Summary 97
LAB 6.4-Geometry Reports 97
LAB 6.5-0ther Methods of Creating Vertical Alignments 98
LAB 6.6-Horizontal and Vertical Curve Design Checks 99
Design Controls for Vertical Curves 100
CHAPTER 7 CREATE TEMPLATES 109
Lab 7.1-0btaining Familiarity with Components 110
Lab7.2-0btaining Familiarity with Constraints 113
Lab 7.3-Adding a Component with Precision 116
Lab 7.4-Using Constraint Combinations 117
Lab 7.5-The Importance of Point Names 119
Lab 7.6-Modifying Template Component and Points 121
Lab 7.7-lntroducing End Conditions 121
Lab 7.8-Multisegmented End
Conditions 124
Lab 7.9-Multiple End Conditions 124
Lab 7.10-Create a Benching Component 125
Lab 7.11-Creating a Two­ Lane Roadway 126
Lab 7.12-Variable Side Slopes 127
Lab 7.13-Create Roadway Template 135
Lab 7.14-Create a Median
Barrier 137
Lab 7.15-Create a Bifurcated Roadway 139
CHAPTER 8 CREATION OF A UNIFORM TWO-LANE ROADWAY 146
Lab 8.1-Corridor Management 146
Lab 8.2-Create a Uniform Cross Section Two-Lane Roadway 147
Lab 8.3-Develop Cross Sections 151
CHAPTER 9 CREATE CROSS SECTIONS 156
Lab 9.1-Cross Section Styles and Preferences 157
Lab 9.2-Cross Section Viewer 162
Lab 9.3-Annotate Cross Sections 163
CHAPTER 10 EARTHWORK AND VOLUME EXCEPTIONS 167
Lab 10.1-Construct a Two Lane with Benching Template 168
Lab 10.2-Average End Area Volumes 170
Lab 10.3-Volume Exceptions 173
CHAPTER 11 ROADWAYS WITH VARYING CROSS SECTIONS 177
Lab 11.1-Create a Two-Lane Roadway with a Three-Lane Section by Transitioning between Templates 177
Lab 11.2-Horizontal and Vertical Controls 184
Lab 11.3-Roadway Widening at Horizontal Curves 186
Lab 11.4-Toe Ditches and Profile Enhancement 189
Lab 11.5-Enhance the Toe Ditch Template 192
Lab 11.6-lmport the Toe Ditches as Horizontal Alignments 195
CHAPTER 12 SUPERELEVATION 199
Lab 12.1-Adding Superelevation to the Model 208
Lab 12.2-How to Remedy Overlap Problems 218
Lab 12.3-Annotating the Profile with Superelevation Data 220
CHAPTER 13 DEVELOPING INTERSECTIONS 224
Lab 13.1-Creating a Plan and Profile Master File 224
Lab 13.2-Piacing Curb Returns Using the Multicentered Curve Command 227
Lab 13.3 Visual Enhancements to the Intersection 230
CHAPTER 14 PLAN AND PROFILE GENERATOR 233
Determining Plan and Profile Settings (11 x 17 inch Sheet Size) 234
Lab 14.1-Preparing for the Plan and Profile Generator 235
Lab 14.2-Setting up the Plan and Profile Sheets 240
Lab 14.3-Generate Plan and Profile Sheets 248
CHAPTER 15 PRINTING/PLOTTING INSTRUCTIONS 252
Lab 15.1-Create a Drawing Sheet 252
Lab 15.2-Cross Section Printing (Method 1) 254
Lab 15.3-Cross Section Printing (Method 2) 257
Lab 15.4-Developing Intersections to Scale 259
Lab 15.5-Preparing the End Area Volume Report 259
Lab 15.6-Preparing the Geometric Report 261
CHAPTER 16 SUBSURFACE EARTHWORK CALCULATION 263
Lab 16.1-lmport and Create Subsurface Strata 264
Lab 16.2-Develop Earthwork Volume Estimates 265
CHAPTER 17 FOUR-LANE DIVIDED ROADWAY 268
Methods of Attaining Superelevation 268
Lab 17.1-Modify the Four­ Lane Divided Roadway Template 271
Lab 17.2-Application of Modified AASHTO Case II to Divided Roadways 272
Lab 17.3-Four­ Lane Divided Roadway with Varying Median Width 282
Lab17.4-Application of Modified AASHTO Case I to Divided Roadways 284
Index 298





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