Spectra-precision Survey Pro v4.6 Recon and Nomad User Manual Manual do Utilizador Página 227
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Leveling
217
2 Peg Test
The 2 Peg Test is used to check the collimation error of the
instrument. The test will compute the error, which can then be used
to adjust the horizontal crosshair of the instrument.
1. Position two rods 50 to 90 meters apart (165 to 300 feet).
2. Pace off the distance between the rods and set up the level
midway between them. (The placement of the rod over Point
B can be adjusted after shooting Point A.)
3. Carefully level the instrument. You should be able to rotate
the instrument 180° around its vertical axis without the
bubble moving away from the center.
4. From the Main Menu, select Leveling > 2 Peg
Test .
5. Tap Take Shot. The Leveling Shots screen will
open where you will be prompted to take each set
of shots to the rod over Point A. Once each shot is
completed for the number of sets entered in the
Level Settings
screen, you will return to the Peg
Test screen.
6. Turn the instrument to the rod over Point B.
- SURVEY PRO 1
- Table of Contents 3
- Welcome 11
- Getting Started 13
- Survey Pro Installation 14
- Registering 14
- Data Entry 16
- Using the Smart SIP 17
- Hardware Buttons 18
- Angle and Time Conventions 19
- User’s Manual 20
- Using Survey Pro 21
- Command Bar 24
- Surveying Mode 25
- Map View 25
- Quick Pick 25
- Battery Level 25
- Cancel 26
- Close 26
- Settings 26
- GPS Status 26
- Parts of a Screen 27
- Power Buttons 28
- Choose From Map Button 28
- Scroll Buttons 29
- Special Point Symbols 29
- Index Cards 29
- Input Shortcuts 30
- Point List Editor 32
- Smart Targets 35
- Manage Smart Targets 36
- Basemaps 40
- Manage Basemaps 41
- The Settings Screen 43
- File Management and 44
- ForeSight DXM 44
- Job Files 44
- Raw Data Files 45
- Control Files 46
- Description Files 47
- Description Files with Codes 49
- Feature Codes 51
- Features 52
- Attributes 52
- Layer 0 54
- Other Special Layers 54
- Managing Layers 55
- Deleting a Layer 56
- Working with 2D Points 57
- • All Road Layout Routines 57
- Point Stake 58
- Offset Stake 58
- Slope Stake 58
- Control Points 58
- Polylines 59
- Alignments 60
- , Offset Points 60
- Creating an Alignment 61
- Horizontal Alignment 62
- Vertical Alignment 64
- and Road Layout routines 66
- Conventional Fieldwork 67
- Scenario One 68
- Scenario Two 69
- Scenario Three 70
- Scenario Four 71
- Summary 72
- Data Collection Example 73
- Performing a Side Shot 78
- Performing a Traverse Shot 79
- Data Collection Summary 81
- Stakeout Example 82
- Staking Points 85
- screen: 89
- Surveying with True Azimuths 90
- Road Layout 93
- Road Component Rules 95
- the centerline to the 96
- Road Rules Examples 98
- Figure Descriptions 100
- Super Elevations 101
- Creating Templates 102
- Building an Alignment 105
- Putting the Road Together 105
- Add Widenings 108
- Add Super Elevations 109
- Staking the Road 112
- Slope Staking the Road 114
- Station Equation 116
- DTM Stakeout 119
- Set Up the Job 120
- Select Your Layers 122
- Select a Boundary (optional) 122
- Stake the DTM 125
- View the DTM 126
- Mapping Plane Scale 129
- Ellipsoid Scale Factor 130
- Combined Scale Factor 131
- Scale Factor Settings 132
- Grid Factor with Sea Level 135
- Scale Factor for New Jobs 137
- Working with a Scale Factor 138
- Other Special Cases 140
- Other Tutorials 141
- Importing *.JOB Coordinates 142
- Importing *.CR5 Coordinates 142
- Importing LandXML Files 144
- Importing a LandXML File 145
- Import Control 147
- Exporting Coordinates 148
- Repetition Shots 149
- Repetition Shots Screen 151
- Radial Sideshots 153
- Shot 2Shot 1 157
- 1_ft back 158
- 3_ft right 158
- screen will open 160
- . If you 160
- Resection 161
- Performing a Resection 162
- Solar Observations 164
- Performing a Sun Shot 165
- Get local time now! 167
- What to Do Next 168
- Remote Control 169
- Taking a Shot in Remote Mode 171
- Stake Out in Remote Mode 172
- Remote staking over target 173
- Slope Staking in Remote Mode 174
- GeoLock 175
- Configuring GeoLock 176
- Localizing 177
- Slope Staking 178
- Staking the Catch Point 181
- Intersection 184
- Map Check 185
- Editing Boundary Data 186
- Project 186
- Predetermined Area 187
- Parallel Method 188
- Horizontal Curve Layout 190
- Tangent Offset 191
- Chord Offset 191
- Parabolic Curve Layout 193
- Spiral Layout 194
- Curve and Offset 195
- from the Main 195
- Set Up Your Staking Options 196
- Aim the Total Station 196
- Stake the Point 197
- Scale Adjustment 198
- Translate Adjustment 199
- Translate by Coordinates 200
- Rotate Adjustment 201
- Traverse Adjust 202
- Compass Rule 203
- Adjust Sideshots 203
- Surface Scan 206
- Distance Grid 207
- Angle Grid 208
- Leveling Fieldwork 211
- Leveling Set Up 212
- Level Settings 213
- Leveling Methods 214
- Level Loop Procedure 215
- Creating a New Loop 216
- Level Screen 218
- Turn to Benchmark 222
- Side Shots 225
- Adjustment 226
- 2 Peg Test 227
- GPS Overview 231
- RTK and Post Processing 232
- GPS Measurements 233
- GPS Network Servers 235
- (NTRIP) 236
- GPS Coordinates 237
- Horizontal Datums 239
- Vertical Datums 242
- Coordinate Systems 243
- Map Projections 245
- Scale Factors 247
- Ellipsoid 248
- Mapping 248
- Vertical Coordinate Systems 250
- GPS Coordinates in 253
- Survey Pro 253
- Projection Mode 254
- Projection Mode Summary 255
- Mapping Plane Mode 258
- Localization Default Zone 259
- Localization Reset Origin 259
- Localization Select Zone 260
- Mapping Plane Select Zone 261
- Key In Zone 262
- Mapping Ground Coordinates 264
- , and Ground 266
- Coordinate System Database 267
- Managing GPS Coordinates in 268
- Import Job (Control) 269
- Import ASCII File 269
- Import .GPS File 270
- ForeSight DXM, SPSO, TGO 271
- TGO / TTC 272
- GPS Module 275
- Receiver Settings 276
- RTK Settings 279
- Post Processing Settings 279
- Start GPS Survey 280
- Start GPS Survey - Choose 281
- Receiver 283
- Base Setup One – Pick Point 284
- Base Setup Two – SET 285
- Base Setup Two - GET and SET 286
- Rover Setup – Set Rover 287
- Solve Localization 292
- Horizontal 298
- Localization Setup Groups 302
- Localization Calculator 304
- Remote Elevation 305
- Import GPS Control 307
- RTK Data Collection 311
- Data Collection 312
- to open the Offset Shots 313
- screen 313
- Feature Collection 314
- Occupy Control Point 316
- Post Process 316
- RTK Stake Out 317
- Post Processing 317
- Field Procedure 318
- Office Procedure 320
- Projection Utilities 321
- Projection Calculator 325
- Bluetooth & Windows 326
- Networking 326
- Bluetooth Setup in Windows 327
- Bluetooth in Survey Pro 330
- Windows Networking 331
- Starting a Survey with VRS 336
- Basic GPS Module 339
- Serial Connection 340
- Bluetooth Connection 341
- RTK Data Modem Configuration 343
- Using a Cellular Phone 344
- Basic GPS Start Survey 349
- Set Up Base 350
- Set Up Rover 351
- Connect to Internet 352
- Select NTRIP Services Screen 353
- Setup Rover Screen 353
- Setup Remote Base 353
- Solve Projection 354
- Collect Control – Screen 1 356
- Collect Control – Screen 2 356
- Collect Check Point Prompt 358
- Collect Check Point Screen 358
- Connect to Base and Rover – 362
- TDS Localization ‘One Point 362
- Traverse Base 363
- Traverse Now Routine 364
- Projection Solve 365
- Localization 365
- References 367
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