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9780130482150

Surveying with Construction Applications

by
  • ISBN13:

    9780130482150

  • ISBN10:

    0130482153

  • Edition: 5th
  • Format: Hardcover
  • Copyright: 2004-01-01
  • Publisher: Pearson College Div
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List Price: $116.80

Summary

For undergraduate Engineering and Engineering Technology courses in Civil, Building, Surveying, Construction, and Natural Resources programs.This streamlined, fully updated Fifth Edition maintains the same accessible, applications-driven approach as its predecessors beginning with a firm foundation in the principles of surveying, then supporting this foundation with real-world construction applications. While Kavanagh does reflect the latest developments in techniques and instrumentation, coverage also includes in-depth discussions of more traditional topics.

Table of Contents

PART I SURVEYING PRINCIPLES
1(354)
Surveying Fundamentals
2(14)
Surveying Defined
2(2)
Surveying: General Background
4(1)
Control Surveys
4(1)
Preliminary Surveys
4(1)
Construction Surveys
5(1)
Distance Measurement
5(3)
Angle Measurement
8(1)
Position Measurement
8(1)
Units of Measurement
9(2)
Stationing
11(1)
Types of Construction Projects
11(1)
Random and Systematic Errors
12(1)
Accuracy and Precision
12(2)
Mistakes
14(1)
Field Notes
14(2)
Distance Measurement
16(38)
Methods of Linear Measurement
16(1)
Gunter's Chain
17(1)
Tapes
18(1)
Steel Tapes
18(3)
Taping Accessories and Their Use
21(4)
Taping Techniques
25(4)
Standard Conditions for the Use of Steel Tapes
29(1)
Systematic Taping Errors and Corrections
29(4)
Random Taping Errors
33(1)
Techniques for ``Ordinary'' Taping Precision
34(1)
Mistakes in Taping
35(1)
Field Notes for Taping
35(2)
Electronic Distance Measurement (EDM)
37(1)
Electronic Angle Measurement
38(1)
Principles of Electronic Distance Measurement (EDM)
39(3)
EDM Characteristics
42(1)
Prisms
42(1)
EDM Instrument Accuracies
43(2)
EDM Operation
45(3)
Geometry of Electronic Distance Measurements
48(2)
EDM Without Reflecting Prisms
50(4)
Problems
52(2)
Leveling
54(41)
General Background
54(1)
Theory of Differential Leveling
54(3)
Curvature and Refraction
57(2)
Types of Surveying Levels
59(6)
Leveling Rods
65(1)
Definitions for Differential Leveling
65(3)
Techniques of Leveling
68(4)
Benchmark Leveling (Vertical Control Surveys)
72(1)
Profile and Cross-Section Leveling
73(5)
Reciprocal Leveling
78(1)
Peg Test
79(3)
Three-Wire Leveling
82(2)
Trigonometric Leveling
84(1)
Level Loop Adjustments
85(2)
Suggestions for Rod Work
87(1)
Suggestions for Instrument Work
87(1)
Mistakes in Leveling
88(7)
Problems
88(7)
Angles and Theodolites
95(28)
General Background
95(1)
Reference Directions for Vertical Angles
95(1)
Meridians
95(1)
Horizontal Angles
96(2)
Theodolites
98(2)
Electronic Theodolites
100(4)
Theodolite Setup
104(1)
Repeating Optical Theodolites
105(2)
Angle Measurement with an Optical Theodolite
107(1)
Direction Optical Theodolites
107(1)
Angles Measured with a Direction Theodolite
108(1)
Geometry of the Theodolite
109(1)
Adjustment of the Theodolite
110(6)
Laying Off Angles
116(1)
Prolonging a Straight Line
117(1)
Bucking-In (Interlining)
117(1)
Intersection of Two Straight Lines
118(1)
Prolonging a Measured Line by Triangulation over an Obstacle
119(2)
Prolonging a Line Past an Obstacle
121(2)
Review Questions
122(1)
Total Stations
123(35)
General Background
123(4)
Total Station Characteristics
127(4)
Total Station Basic Operations
131(6)
Field Procedures for Total Stations in Topographic Surveys
137(7)
Field-Generated Graphics
144(3)
Construction Layout Using Total Stations
147(5)
Motorized Total Stations
152(6)
Review Questions
157(1)
Traverse Surveys and Computations
158(33)
General Background
158(2)
Balancing Field Angles
160(2)
Meridians
162(1)
Bearings
162(4)
Azimuths
166(4)
Latitudes and Departures
170(6)
Traverse Precision and Accuracy
176(2)
Compass Rule Adjustment
178(2)
Effects of Traverse Adjustments on Measured Angles and Distances
180(1)
Omitted Measurement Computations
180(2)
Rectangular Coordinates of Traverse Stations
182(3)
Area of a Closed Traverse by the Coordinate Method
185(6)
Problems
188(3)
An Introduction to Geomatics
191(70)
Geomatics Defined
191(1)
Branches of Geomatics
191(2)
Data Collection Branch
193(7)
Survey Drafting and Plotting
200(5)
Contours
205(8)
Aerial Photography
213(12)
Airborne and Satellite Imagery
225(12)
Remote Sensing Satellites
237(1)
Geographic Information System (GIS)
238(6)
Database Management
244(1)
Metadata
244(1)
Spatial Entities or Features
245(2)
Typical Data Representation
247(1)
Spatial Data Models
248(1)
GIS Data Structures
249(3)
Topology
252(2)
Remote Sensing Internet Web Sites and Further Reading
254(7)
Review Questions
256(1)
Problems
256(5)
Global Positioning Systems
261(45)
General Background
261(2)
Global Positioning
263(1)
Receivers
264(1)
Satellites
265(3)
Satellite Signals
268(3)
Position Measurements
271(6)
Errors
277(2)
Continuously Operating Reference Station (CORS)
279(2)
Canadian Active Control System
281(1)
Survey Planning
281(6)
GPS Field Procedures
287(4)
GPS Applications
291(6)
Vertical Positioning
297(4)
Conclusion
301(2)
GPS Glossary
303(1)
Recommended Readings and Web Sites
304(2)
Review Questions
305(1)
Control Surveys
306(49)
General Background
306(7)
Plane Coordinate Grids
313(5)
Lambert Projection
318(2)
Transverse Mercator Grid System
320(1)
Universal Transverse Mercator (UTM) Grid System
321(4)
Use of Grid Coordinates
325(9)
Illustrative Examples
334(7)
Horizontal Control Techniques
341(2)
Project Control
343(12)
Review Questions
351(1)
Problems
351(4)
PART II CONSTRUCTION APPLICATIONS
355(210)
General Background
355(1)
Grade
356(1)
Machine Guidance and Control: General Background
356(2)
Total Station Guidance and Control
358(1)
GPS RTK Guidance and Control
359(2)
The Surveyor's Role in Machine Guidance and Control
361(1)
Highway Curves
362(64)
Route Surveys
362(1)
Circular Curves: General Background
363(1)
Circular Curve Geometry
364(6)
Circular Curve Deflections
370(2)
Chord Calculations
372(1)
Metric Considerations
373(1)
Field Procedure
374(1)
Moving up on the Curve
375(1)
Offset Curves
376(8)
Compound Circular Curves
384(1)
Reverse Curves
385(2)
Vertical Curves: General Background
387(1)
Geometric Properties of the Parabola
388(1)
Computation of the High or the Low Point on a Vertical Curve
389(1)
Computing a Vertical Curve
390(3)
Design Considerations
393(2)
Spiral Curves: General Background
395(1)
Spiral Curve Computations
396(9)
Spiral Layout Procedure Summary
405(7)
Approximate Solution for Spiral Problems
412(1)
Superelevation: General Background
413(1)
Superelevation Design
414(12)
Review Questions
420(1)
Problems
421(5)
Highway Construction Surveys
426(23)
Preliminary (Preengineering) Surveys
426(4)
Highway Design
430(6)
Highway Construction Layout
436(1)
Clearing, Grubbing, and Stripping Topsoil
436(1)
Placement of Slope Stakes
437(4)
Layout for Line and Grade
441(3)
Grade Transfer
444(3)
Ditch Construction
447(2)
Review Questions
448(1)
Municipal Street Construction Surveys
449(25)
General Background
449(1)
Classification of Roads and Streets
450(1)
Road Allowances
450(1)
Road Cross Sections
450(1)
Plan and Profile
451(3)
Establishing Centerline (C)
454(3)
Establishing Offset Lines and Construction Control
457(2)
Construction Grades for a Curbed Street
459(4)
Street Intersections
463(3)
Sidewalk Construction
466(1)
Site Grading
467(7)
Problems
467(7)
Pipeline and Tunnel Construction Surveys
474(26)
Pipeline Construction
474(2)
Sewer Construction
476(2)
Layout for Line and Grade
478(10)
Catch-Basin Construction Layout
488(1)
Tunnel Construction
489(11)
Problems
494(6)
Culvert and Bridge Construction Surveys
500(18)
Culvert Construction
500(1)
Culvert Reconstruction
500(3)
Bridge Construction: General Background
503(4)
Contract Drawings
507(5)
Layout Computations
512(1)
Offset Distance Computations
512(1)
Dimension Verification
513(2)
Vertical Control
515(1)
Cross Sections for Footing Excavations
516(2)
Review Questions
517(1)
Building Construction Surveys
518(20)
Building Construction: General Background
518(1)
Single-Story Construction
518(12)
Multistory Construction
530(8)
Review Questions
537(1)
Quantity and Final Surveys
538(27)
Construction Quantity Measurements: General Background
538(1)
Area Computations
539(7)
Area by Graphical Analysis
546(6)
Construction Volumes
552(2)
Cross Sections, End Areas, and Volumes
554(5)
Prismoidal Formula
559(1)
Volume Computations by Geometric Formulas
560(2)
Final (As-Built) Surveys
562(3)
Problems
562(3)
Appendix A: Trigonometry and Coordinate Geometry Review 565(14)
Appendix B: Internet Web Sites 579(4)
Appendix C: Glossary 583(10)
Appendix D; Typical Field Projects 593(20)
Appendix E: Answers to Selected Problems 613(4)
Appendix F: Steel Tape Corrections 617(6)
Appendix G: Early Surveying 623(30)
Appendix H: Examples of Machine Guidance and Control, and Geomatics Output 653(2)
Index 655

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Excerpts

There have been many technological advances in surveying sinceSurveying with Construction Applicationswas first published. This fifth edition is up to date, with the latest information about advances in instrumentation technology, field data capture, and data processing techniques. Although surveying is becoming much more efficient and automated, the need for a clear understanding of the principles underlying all forms of survey measurement remains unchanged. Every effort has been made to keep this text on the leading edge of new developments in techniques and instrumentation, while maintaining complete coverage of traditional techniques and instrumentation. General surveying principles and techniques, used in all branches of surveying, are presented in Chapters 1 to 9. Contemporary applications for the construction of most civil projects are covered in Chapters 10 to 16. Not only is the current edition useful for the student, but it can also be used as a reference for the graduate who may choose a career in civil design or construction. Many new topics have been added to this edition; as a result, some topics have been shifted from the text proper to the appendixes. Moving the evolution of surveying to Appendix G has shortened Chapter 1. Chapter 2 has been expanded to include electronic distance measurement (EDM). The topic of taping corrections has been moved from Chapter 2 to Appendix F. Chapters 3 and 4 have also been streamlined by moving the discussion of four-screw instruments (the dumpy level and vernier transit) to Appendix G. Chapter 5, now called Total Stations, has been revised to more clearly present total station basic operations. Chapter 7 has been completely revised to introduce the concept of geomatics. The techniques of traditional data collection have been expanded because the student is introduced now to the data-collection techniques involved in airborne and satellite imaging. The topic of mapping has been expanded by the inclusion of introductory GIS topics. Chapters 8 and 9 (Global Positioning Systems -- GPS, and Construction Control Surveying) have been revised and switched in order of inclusion in the text. The Instructor's Manual includes solutions for end-of-chapter problems; a typical evaluation scheme; subject outlines (two terms or two semester programs); term assignments; sample instruction class handouts for instrument use, etc.; and mid-term and final tests. Also included for the first time is a PowerPoint CD presentation that can be used both as an aid in presenting text material and as a source for overhead projector transparencies. The surveyor now has to struggle to keep up with the amazing explosion of technology advances. These advances have both deepened and broadened the traditional field of surveying. It is my hope that students using this text will be completely up to date in this subject area whether they continue their education in surveying or they seek employment in this rewarding field.

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