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9780130271433

Surveying With Construction applications (4th Ed)

by
  • ISBN13:

    9780130271433

  • ISBN10:

    0130271438

  • Edition: 4th
  • Format: Hardcover
  • Copyright: 2000-05-01
  • Publisher: PRENTICE HALL
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Summary

For undergraduate Engineering and Engineering Technology courses in Civil, Building, Surveying, Construction, and Natural Resources programs.This streamlined, fully updated Fourth 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(340)
Surveying Fundamentals
2(18)
Surveying Defined
2(1)
Surveying: General
3(1)
Control Surveys
4(1)
Preliminary Surveys
4(1)
Construction Surveys
5(1)
Distance Measurement
5(2)
Angle Measurement
7(1)
Units of Measurement
7(1)
Stationing
8(1)
Types of Construction Projects
9(2)
Errors---Random and Systematic
11(1)
Accuracy and Precision
12(1)
Mistakes
12(1)
Field Notes
13(1)
Evolution of Surveying
14(6)
Taping
20(30)
Methods of Linear Measurement
20(1)
Gunter's Chain
21(1)
Tapes
22(1)
Steel Tapes
22(4)
Taping Accessories and Their Use
26(3)
Taping Techniques
29(4)
Standard Conditions for the Use of Steel Tapes
33(1)
Systematic Taping Errors and Corrections
34(8)
Random Taping Errors
42(1)
Techniques for ``Ordinary'' Taping Precision
43(1)
Mistakes in Taping
44(1)
Field Notes for Taping
45(5)
Problems
47(3)
Leveling
50(43)
Definitions
50(1)
Theory of Differential Leveling
50(1)
Curvature and Refraction
51(3)
Types of Levels---Dumpy, Tilting, Automatic, and Digital
54(9)
Leveling Rods
63(2)
Definitions for Leveling
65(1)
Techniques of Leveling
66(3)
Benchmark Leveling (Vertical Control Surveys)
69(2)
Profile and Cross-Sectional Leveling
71(5)
Reciprocal Leveling
76(2)
Peg Test
78(2)
Three-Wire Leveling
80(1)
Trigonometric Leveling
81(2)
Suggestions for Rod Work
83(1)
Suggestions for Instrument Work
83(1)
Mistakes in Leveling
84(9)
Problems
85(8)
Transits and Theodolites
93(37)
Introduction
93(1)
Vertical Angles
94(3)
Horizontal Angles
97(1)
Electronic Theodolites
98(3)
Repeating Optical Theodolites
101(3)
Direction Optical Theodolites
104(2)
Theodolite Setup
106(2)
Vernier Transits
108(8)
Laying Off Angles
116(2)
Prolonging a Straight Line (Double Centering)
118(1)
Interlining (Balancing In)
118(1)
Intersection of Two Straight Lines
119(1)
Prolonging a Survey Line by Triangulation Techniques
120(1)
Prolonging a Survey Line Past an Obstacle
121(2)
Instrument Adjustments
123(7)
Electronic Surveying Measurement
130(59)
General
130(2)
Principles of Electronic Distance Measurement (EDM)
132(3)
EDMI Characteristics
135(1)
Prisms
135(2)
EDMI Accuracies
137(1)
EDMI Operation
137(4)
Geometry of Electronic Distance Measurements
141(3)
EDMI Without Reflecting Prisms
144(2)
Total Stations
146(12)
Field Procedures for Total Stations in Topographic Surveys
158(10)
Construction Layout Using Total Stations
168(5)
Motorized Total Stations
173(4)
Overview of Computerized Surveying Data Systems
177(7)
Geographic Information Systems (GIS)
184(1)
The New Information Utility
184(5)
Problems
188(1)
Traverse Surveys
189(34)
General
189(2)
Balancing Field Angles
191(2)
Meridians
193(1)
Bearings
193(3)
Azimuths
196(6)
Latitudes and Departures
202(5)
Traverse Percision and Accuracy
207(2)
Compass Rule Adjustment
209(2)
Effects of Traverse Adjustments on Measured Angles and Distances
211(1)
Omitted Measurement Computations
212(1)
Rectangular Coordinates of Traverse Stations
213(4)
Area of a Closed Traverse by the Coordinate Method
217(6)
Problems
219(4)
Topgraphic Surveying and Drawing Using Traditional (Preelectronics) Techniques
223(41)
General
223(1)
Precision Required for Topographic Surveys
224(1)
Tie-Ins at Right Angles to Baselines
225(1)
Cross Sections and Profiles
226(3)
Stadia Principles
229(2)
Inclined Stadia Measurements
231(7)
Examples of Stadia Measurement Computations
238(4)
Stadia Field Practice
242(2)
Self-Reducing Stadia Theodolite
244(1)
Summary of Stadia Field Procedure
245(1)
Survey Drafting
245(4)
Contours
249(15)
Problems
256(8)
Construction Control Surveys
264(37)
General
264(7)
Positional Accuracies (ISO 4463)
271(4)
Specifications for Short Lines
275(3)
Coordinate Grid Systems
278(1)
Universal Transverse Mercator Grid System
278(2)
State Plane Coordinate Grid Systems
280(6)
Utilization of Grid Coordinates
286(9)
Project Control
295(3)
Level Loop Adjustments
298(3)
Problems
299(2)
Global Positioning Systems (GPS)
301(40)
Background
301(2)
Global Positioning
303(1)
Receivers
304(4)
Satellites
308(2)
Satellite Signals
310(1)
Positionl Measurements
311(7)
Errors
318(1)
Continuously Operating Reference Station (CORS)
319(1)
Canadian Active Control System
320(1)
Survey Planning
320(6)
GPS Field Procedures
326(4)
GPS Applications
330(3)
Vertical Positioning
333(4)
Conclusion
337(4)
Recommended Readings
339(2)
PART II CONSTRUCTION APPLICATIONS 341(206)
Grade
342(1)
Machine Guidence and Control
342(3)
Highway Curves
345(63)
Route Surveys
345(1)
Circular Curves: General
345(1)
Circular Curve Geometry
346(7)
Circular Curve Deflections
353(1)
Chorde Calculations
354(1)
Metric Considerations
355(1)
Field Procedure
356(1)
Moving Up on the Curve
357(1)
Offset Curves
358(7)
Compound Circular Curves
365(2)
Reverse Curves
367(1)
Vertical Curves: General
368(2)
Geometric Properties of the Parabola
370(1)
Computation of the High or Low Point on a Vertical Curve
370(2)
Procedure for Computing a Vertical Curve
372(3)
Design Considerations
375(2)
Spiral Curves: General
377(1)
Spiral Curve Computations
378(8)
Spiral Layout Procedure Summary
386(7)
Approximate Solution for Spiral Problems
393(2)
Superelevation: General
395(1)
Superelevation Design
395(13)
Problems
405(3)
Highway Construction Surveys
408(22)
Preliminary (Preengineering) Surveys
408(4)
Highway Design
412(6)
Highway Construction Layout
418(1)
Clearing, Grubbing, and Stripping Topsoil
418(1)
Placement of Slope Stakes
419(4)
Layout for Line and Grade
423(3)
Grade Transfer
426(3)
Ditch Construction
429(1)
Municipal Street Construction Surveys
430(25)
General
430(1)
Classification of Roads and Streets
431(1)
Road Allowances
431(1)
Road Cross Sections
431(1)
Plan and Profile
432(3)
Establishing Centerline (cL)
435(1)
Establishing Offset Lines and Construction Control
436(3)
Construction Grades for a Curbed Street
439(5)
Street Intersections
444(3)
Sidewalk Construction
447(1)
Site Grading
447(8)
Problems
450(5)
Pipeline and Tunnel Construction Surveys
455(27)
Pipeline Construction
455(2)
Sewer Construction
457(2)
Layout for Line and Grade
459(8)
Catch-Basin Construction Layout
467(1)
Tunnel Construction
468(14)
Problems
478(4)
Culvert and Bridge Construction Surveys
482(18)
Culvert Construction
482(1)
Culvert Reconstruction
482(3)
Bridge Construction: General
485(4)
Contract Drawings
489(3)
Layout Computations
492(1)
Offset Distance Computations
492(3)
Dimension Verification
495(3)
Vertical Control
498(1)
Cross Sections for Footing Excavations
499(1)
Building Construction Surveys
500(19)
Building Construction: General
500(1)
Single-Story Construction
500(12)
Multistory Construction
512(7)
Quantity and Final Surveys
519(28)
Construction Quantity Measurements: General
519(4)
Area Computations
523(4)
Area by Graphical Analysis
527(6)
Construction Volumes
533(2)
Cross Sections, End Areas, and Volumes
535(5)
Prismoidal Formula
540(1)
Volume Computations by Geometric Formulas
541(1)
Final (As-Built) Surveys
541(6)
Problems
544(3)
Appendix A: Trigonometry and Coordinate Geometry Review 547(14)
A-1 Trigonometric Definitions and Identities
547(4)
A-2 Coordinate Geometry
551(10)
Appendix B: Surveying and Mapping Internet Web Sites 561(2)
Appendix C: Glossary 563(8)
Appendix D: Typical Field Projects 571(19)
Appendix E: Answers to Selected Problems 590(2)
Appendix F: Examples of Emerging Technology 592(1)
Index 593

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