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9780131709324

Surveying With Construction Applications

by
  • ISBN13:

    9780131709324

  • ISBN10:

    0131709321

  • Edition: 6th
  • Format: Hardcover
  • Copyright: 2010-01-01
  • Publisher: Prentice Hall
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List Price: $121.20

Summary

This text covers all the basics of surveying with many realistic applications presented in the construction and engineering fields. The author (who has many years of field surveying and surveying management experience) has continued the easy-to-read approach to the text that has proven so popular in the classroom, as well as for self-study. The text content (including problems and field projects) has been classroom-tested over many years. The latest important developments in surveying instrumentation and in surveying techniques are included in this edition. Book jacket.

Table of Contents

Preface iii
Acknowledgments iv
PART I SURVEYING PRINCIPLES
1(368)
Surveying Fundamentals
2(16)
Surveying Defined
2(2)
Surveying: General Background
4(1)
Control Surveys
4(1)
Preliminary Surveys
4(1)
Surveying Instruments
5(1)
Construction Surveys
6(1)
Distance Measurement
6(3)
Angle Measurement
9(1)
Position Measurement
9(1)
Units of Measurement
10(2)
Stationing
12(1)
Types of Construction Projects
12(1)
Random and Systematic Errors
13(1)
Accuracy and Precision
14(1)
Mistakes
15(1)
Field Notes
15(3)
Review Questions
16(2)
Distance Measurement
18(39)
Methods of Linear Measurement
18(1)
Gunter's Chain
19(1)
Tapes
20(1)
Steel Tapes
20(3)
Taping Accessories and Their Use
23(4)
Taping Techniques
27(4)
Taping Corrections
31(1)
Systematic Taping Errors and Corrections
31(4)
Random Taping Errors
35(1)
Techniques for ``Ordinary'' Taping Precision
36(1)
Mistakes in Taping
37(2)
Field Notes for Taping
39(1)
Electronic Distance Measurement (EDM)
40(1)
Electronic Angle Measurement
40(2)
Principles of Electronic Distance Measurement (EDM)
42(2)
EDM Characteristics
44(1)
Prisms
45(1)
EDM Instrument Accuracies
46(1)
EDM Operation
47(3)
Geometry of Electronic Distance Measurements
50(3)
EDM Without Reflecting Prisms
53(4)
Problems
55(2)
Leveling
57(40)
General Background
57(1)
Theory of Differential Leveling
58(2)
Curvature and Refraction
60(2)
Types of Surveying Levels
62(5)
Leveling Rods
67(4)
Definitions for Differential Leveling
71(1)
Techniques of Leveling
72(4)
Benchmark Leveling (Vertical Control Surveys)
76(2)
Profile and Cross-Section Leveling
78(5)
Reciprocal Leveling
83(1)
Peg Test
84(2)
Three-Wire Leveling
86(1)
Trigonometric Leveling
87(1)
Level Loop Adjustments
88(1)
Suggestions for Rod Work
89(1)
Suggestions for Instrument Work
90(1)
Mistakes in Leveling
91(6)
Problems
92(5)
Angles and Theodolites
97(28)
General Background
97(1)
Reference Directions for Vertical Angles
97(1)
Meridians
97(1)
Horizontal Angles
98(1)
Theodolites
99(3)
Electronic Theodolites
102(4)
Theodolite/Total Station Setup
106(1)
Repeating Optical Theodolites
107(2)
Angle Measurement with an Optical Theodolite
109(1)
Direction Optical Theodolites
109(1)
Angles Measured with a Direction Theodolite
110(1)
Geometry of the Theodolite and Total Station
111(1)
Adjustment of the Theodolite and Total Station
112(5)
Laying Off Angles
117(1)
Prolonging a Straight Line (Double Centering)
118(2)
Bucking-In (Interlining)
120(1)
Intersection of Two Straight Lines
120(1)
Prolonging a Measured Line by Triangulation over an Obstacle
121(2)
Prolonging a Line Past an Obstacle
123(2)
Review Questions
124(1)
Total Stations
125(39)
General Background
125(1)
Total Station Capabilities
125(6)
Total Station Field Techniques
131(8)
Field Procedures for Total Stations in Topographic Surveys
139(7)
Field-Generated Graphics
146(3)
Construction Layout Using Total Stations
149(4)
Motorized Total Stations
153(5)
Summary of Modern Total Station Characteristics and Capabilities
158(1)
Instruments Combining Total Station Capabilities and GPS Receiver Capabilities
159(2)
Portable/Handheld Total Stations
161(3)
Review Questions
162(2)
Traverse Surveys and Computations
164(33)
General Background
164(3)
Balancing Field Angles
167(1)
Meridians
168(1)
Bearings
169(3)
Azimuths
172(4)
Latitudes and Departures
176(6)
Traverse Precision and Accuracy
182(1)
Compass Rule Adjustment
183(2)
Effects of Traverse Adjustments on Measured Angles and Distances
185(1)
Omitted Measurement Compulations
186(1)
Rectangular Coordinates of Traverse Stations
187(4)
Area of a Closed Traverse by the Coordinate Method
191(6)
Problems
193(4)
An Introduction to Geomatics
197(71)
Geomatics Defined
197(1)
Branches of Geomatics
197(2)
Data-Collection Branch
199(6)
Design and Plotting
205(10)
Contours
215(7)
Aerial Photography
222(11)
Airborne and Satellite Imagery
233(12)
Remote-Sensing Satellites
245(1)
Geographic Information System (GIS)
246(6)
Database Management
252(1)
Metadata
253(1)
Spatial Entities or Features
254(1)
Typical Data Representation
254(2)
Spatial Data Models
256(2)
GIS Data Structures
258(3)
Topology
261(1)
Remote Sensing Internet Web Sites and Further Reading
262(6)
Review Questions
263(1)
Problems
264(4)
Satellite Positioning
268(49)
General Background
268(2)
Global Positioning System
270(2)
Receivers
272(2)
Satellite Constellations
274(4)
GPS Satellite Signals
278(1)
Position Measurements
279(7)
Errors
286(2)
Continuously Operating Reference Station (CORS)
288(2)
Canadian Active Control System
290(1)
Survey Planning
290(6)
GPS Field Procedures
296(6)
GPS Applications
302(6)
Vertical Positioning
308(5)
Conclusion
313(1)
GPS Glossary
313(2)
Recommended Readings
315(2)
Review Questions
316(1)
Horizontal Control Surveys
317(52)
General Background
317(8)
Plane Coordinate Grids
325(7)
Lambert Projection
332(1)
Transverse Mercator Grid System
332(1)
Universal Transverse Mercator (UTM) Grid System
333(8)
Use of Grid Coordinates
341(9)
Illustrative Examples
350(7)
Horizontal Control Techniques
357(1)
Project Control
358(11)
Review Questions
368(1)
Problems
368(1)
PART II CONSTRUCTION APPLICATIONS: GENERAL BACKGROUND
369(212)
Modern Construction Surveying Practices
370(13)
General Background
370(1)
Grade
371(1)
Machine Guidance and Control
371(7)
Three-Dimensional Data Files
378(2)
Summary of the 3D Design Process
380(2)
Web Site References for Data Collection, DTM, and Civil Design
382(1)
Review Questions
382(1)
Highway Curves
383(61)
Route Surveys
383(1)
Circular Curves: General Background
384(1)
Circular Curve Geometry
385(6)
Circular Curve Deflections
391(2)
Chord Calculations
393(1)
Metric Considerations
394(1)
Field Procedure
394(1)
Moving up on the Curve
395(1)
Offset Curves
396(7)
Compound Circular Curves
403(2)
Reverse Curves
405(1)
Vertical Curves: General Background
406(1)
Geometric Properties of the Parabola
407(1)
Computation of the High or the Low Point on a Vertical Curve
408(1)
Computing a Vertical Curve
409(3)
Design Considerations
412(2)
Spiral Curves: General Background
414(2)
Spiral Curve Computations
416(7)
Spiral Layout Procedure Summary
423(7)
Approximate Solution for Spiral Problems
430(2)
Superelevation: General Background
432(1)
Superelevation Design
432(12)
Review Questions
441(1)
Problems
442(2)
Highway Construction Surveys
444(22)
Preliminary (Preengineering) Surveys
444(4)
Highway Design
448(1)
Highway Construction Layout
448(6)
Clearing, Grubbing, and Stripping Topsoil
454(1)
Placement of Slope Stakes
455(4)
Layout for Line and Grade
459(1)
Grade Transfer
460(4)
Ditch Construction
464(2)
Review Questions
464(2)
Municipal Street Construction Surveys
466(25)
General Background
466(1)
Classification of Roads and Streets
467(1)
Road Allowances
468(1)
Road Cross Sections
468(1)
Plan and Profile
468(1)
Establishing Centerline (c)
469(4)
Establishing Offset Lines and Construction Control
473(2)
Construction Grades for a Curbed Street
475(5)
Street Intersections
480(2)
Sidewalk Construction
482(1)
Site Grading
483(8)
Problems
485(6)
Pipeline and Tunnel Construction Surveys
491(25)
Pipeline Construction
491(2)
Sewer Construction
493(2)
Layout for Line and Grade
495(9)
Catch-Basin Construction Layout
504(1)
Tunnel Construction
505(11)
Problems
511(5)
Culvert and Bridge Construction Surveys
516(18)
Culvert Construction
516(1)
Culvert Reconstruction
516(3)
Bridge Construction: General Background
519(1)
Contract Drawings
519(9)
Layout Computations
528(1)
Offset Distance Computations
528(1)
Dimension Verification
529(2)
Vertical Control
531(2)
Cross Sections for Footing Excavations
533(1)
Review Questions
533(1)
Building Construction Surveys
534(19)
Building Construction: General Background
534(1)
Single-Story Construction
534(11)
Multistory Construction
545(8)
Review Questions
552(1)
Quantity and Final Surveys
553(28)
Construction Quantity Measurements: General Background
553(1)
Area Computations
554(7)
Area by Graphical Analysis
561(6)
Construction Volumes
567(2)
Cross Sections, End Areas, and Volumes
569(4)
Prismoidal Formula
573(2)
Volume Computations by Geometric Formulas
575(1)
Final (As-Built) Surveys
575(6)
Problems
577(4)
Appendix A Trigonometry and Coordinate Geometry Review
581(14)
Trigonometric Definitions and Identities
581(1)
Coordinate Geometry
581(14)
Appendix B Surveying and Mapping Web Sites
595(2)
Appendix C Glossary
597(12)
Appendix D Typical Field Projects
609(20)
Field Notes
609(1)
Project 1: Building Measurements
610(2)
Project 2: Experiment to Determine Normal Tension
612(1)
Project 3: Field Traverse Measurements with a Steel Tape
613(1)
Project 4: Differential Leveling
614(2)
Project 5: Traverse Angle Measurements and Closure Computations
616(1)
Project 6: Topographic Survey
617(7)
Project 7: Building Layout
624(1)
Project 8: Horizontal Curve
625(1)
Project 9: Pipeline Layout
626(3)
Appendix E Answers to Selected Problems
629(2)
Appendix F Steel Tape Corrections
631(8)
Erroneous Tape-Length Corrections
631(1)
Temperature Corrections
632(2)
Tension and Sag Corrections
634(5)
Problems
636(3)
Appendix G Early Surveying
639(32)
Evolution of Surveying
639(5)
Dumpy Level
644(3)
The Engineer's Vernier Transit
647(8)
Stadia
655(16)
Problems
667(4)
Appendix H Illustrations of Machine Control and of Various Data-Capture Techniques
671(2)
Index 673

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