Spectra-precision Survey Pro v4.6 Ranger Reference Manual Manuale Utente Pagina 426
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Survey Pro Reference Manual
R-418
Super Elevations Card
Roads Edit Roads ( New… or Edit… ) Super Elevations.
The Super Elevations card of the New Road screen is used to add or
edit super elevations.
A super elevation changes the cross slope of the first segment of a
template in order to bank a curve – the slope of any remaining
segments will remain unadjusted. One super elevation defines a
begin point and an end point where the slope change begins and
where it finishes the transition for one side of a road. Therefore, to
bank a two-lane road, four super elevations would be required – one
at the beginning and one at the end of the curve for each side of the
road.
A super elevation can either hinge at the outer edge of the first
segment, or at the centerline. Hinging at the center results in the
elevation of the outer segments to change. Hinging at the edge
results in the elevation of the centerline changing. Because of this,
Survey Pro will only allow you to hinge on edge for one side of a road.
If the other side is also super elevated, you will be forced to hinge
that side at the center so that an abrupt change in elevation does not
occur at the centerline.
Add… : when a super elevation or <End> is
selected from the L or R columns in the Super
Elevations card, this button opens the Add
Super Elevation screen, which allows you to
add a super elevation to the same side of the
road that was selected. (Widenings and super
elevations are always sorted in this list by
their specified start stations.)
Edit : allows you to edit the selected super
elevation in the Edit Super Elevation screen,
which is identical to the Add Super Elevation
screen.
Remove : removes the selected super elevation from the list.
Check… : checks the road for errors and displays the results in the
Roads Report screen, described on Page R-411.
- SURVEY PRO 1
- Table of Contents 3
- Welcome 9
- Main Menu 11
- GPS Status 13
- File Menu 15
- Open / New 16
- New Job 16
- External Control File) 17
- Create a New Job 3 18
- Control File) 19
- Save As 22
- Import *.JOB Coordinates 24
- Import *.CR5 Coordinates 25
- Import *.GPS Coordinates 25
- Import *.TXT Coordinates 26
- Import LandXML Coordinates 28
- Confirm Point Replace 29
- Export – Screen Two 31
- Export *.JOB Coordinates 31
- Export Old *.JOB Coordinates 31
- Export *.CR5 Coordinates 32
- Export *.TXT Coordinates 32
- Export *.CSV Coordinates 33
- Import Control Points 34
- Backup / Restore Job 35
- Backup / Restore – Backup 37
- Backup/Restore – Restore 38
- Transfer 39
- Register Modules 40
- About Survey Pro 41
- Job Menu 43
- NOTICE: 48
- Units Settings 49
- Format Settings 51
- Files Settings 52
- Descriptions Settings 53
- Surveying Settings 54
- Scale Settings 55
- Calculate Scale 56
- Screen Two 57
- Screen Three 57
- : Determines where the 58
- of the road 59
- Level Settings 61
- FGCS Defaults 63
- Repetition Settings 64
- Date/Time Settings 65
- Buttons Settings 66
- Edit Points 69
- Edit Point – General 71
- Point Feature Attributes 71
- Edit Point – Location 72
- Edit Point – Geodetic 72
- Edit GPS Point Flags Screen 73
- Edit Polylines 74
- Screen Four – Add/Edit Curve 76
- Adding a Spiral 77
- Adding a Vertical Curve 77
- Edit Alignment 79
- Edit Segment – Spiral Card 83
- Auto Linework 85
- View Raw Data File 89
- Raw Data Note 90
- Code Edit 91
- View DTM 92
- Layers for Staking DTM 93
- Choose Polyline 94
- Add/Edit Break-lines 94
- Edit Polyline 95
- Points on DTM Layer 96
- 3D View 97
- 3D View Settings 97
- Manage Layers 99
- Job Information 100
- Calculator 102
- Manage Pictures 104
- Job Menu – GPS 105
- Settings 106
- Receiver Setup 107
- Rx Settings 109
- Data Modem Settings 110
- Modem Serial Comms Screen 112
- Radio Settings Screen 112
- Cell Phone Settings Screen 114
- General Settings 115
- Measure Mode Settings 118
- Post Process Settings 119
- Job Menu – Basic GPS 121
- Change Settings 123
- Bluetooth Setup Wizard 124
- Radio Settings 125
- Change Radio Settings Screen 126
- Stakeout 128
- Date/Time 128
- Buttons 128
- General 128
- Survey Menu 129
- Backsight Setup 130
- Backsight Solved 132
- Check Backsight 134
- Check by Distance Results 134
- Check by Angle Results 135
- Backsight Circle 135
- Traverse / Sideshot 136
- Results 137
- Traverse Now or Later? 138
- New Occupy Point 139
- Point Exists 140
- Remote Shot (Remote Mode) 141
- Repetition Shots 142
- Multiple Sideshots 144
- Radial Sideshots 145
- 1_ft back 146
- 3_ft right 146
- Horizontal Angle Offset 147
- Vertical Angle Offset 148
- Auto Collect 149
- Auto Collect – Screen Two 150
- Corner & 2 Lines 151
- Corner & Angle 152
- Corner & Offset 153
- Corner & Plane 154
- Surface Scan 155
- Angle Grid 156
- Surface Scan Statistics 157
- Surface Scan Results 158
- Video Scan 159
- Video Scan Settings 162
- Shoot From Two Ends 163
- Record Mode 164
- Resection 165
- Save Point 166
- Remote Elevation 167
- Check Point 168
- Solar Observation 169
- Sun Shot Procedure Summary 172
- Remote Control 174
- Turn To 175
- Results Card 176
- Video Card 177
- Video Display Options 178
- Map Card 179
- Aim Card 180
- Foresight Card 180
- GeoLock Settings 182
- Survey Menu – GPS 183
- Cell Modem 185
- Post Process 186
- Sky View 187
- Sat Info 188
- Position 189
- Start GPS Survey 190
- Choose Projection Mode 191
- Choose Base Setup 191
- Select Geoid Model 192
- Connect To Receiver 193
- Base Setup 194
- Receiver Antenna 196
- Vertical Offset 197
- Base Setup Two – SET 198
- Base Setup Two – GET and SET 198
- Rover Setup 200
- Solve Localization 201
- Data Collection 202
- Feature Collection Screen 203
- Offset Shots 205
- Occupy Data Points Screen 206
- Control Points 208
- Check Control Point Screen 209
- Occupy Control Point Screen 210
- Post Processing 211
- End GPS Survey 215
- Projection 217
- Projection Details 219
- Localization Set Zone 219
- Select Coordinate System 221
- Select Database 221
- Horizontal Card 225
- Vertical Card 225
- Localization Calculator 226
- Solve Localization – Results 228
- Key in Zone 233
- Key In Zone - Ellipse 235
- Key In Zone - Results 237
- Ground Coordinates 238
- Ground Coordinates - Scale 239
- Ground Coordinates - Results 240
- Import GPS Control 243
- Review Results and Finish 245
- Multiple Point Results 246
- Receiver Information 247
- Adjust with Projection 248
- Coordinate System 251
- Projection Calculator 253
- Height Correction 254
- File Management 255
- Recoverable Files 256
- Survey Menu – Basic 257
- Start Survey – More than One 260
- Matching Base Point 260
- Start Survey – No 260
- GPS Backsight/Resection 261
- Occupy Control Setup 262
- Occupy Control Point 262
- Resection for New Base Point 262
- Leveling Menu 269
- Select/Create Loop 270
- New Level Loop – Screen Two 271
- Level Notes 271
- Level Notes Settings 272
- Leveling Shots 274
- Leveling Shot Results 275
- Leveling Side Shot 276
- Leveling Stakeout 277
- Turn to Benchmark 278
- Close Loop 279
- 2 Peg Test 280
- Adjustment 281
- Adjustment – Preview Screen 282
- Leveling Remote Control 283
- Stakeout Menu 285
- Stake Points 286
- Stake Points – Screen Two 287
- Stake Points – Screen Three 288
- dialog box 289
- Instrument Stakeout 290
- Remote Staking 291
- Stake List of Points Screen 292
- Edit Point List 293
- Stake to Line 294
- Stake to Line – Screen Two 295
- Remote Stake to Line 297
- Offset Staking – Screen Two 299
- Offset Staking – Screen Four 301
- Offset Staking – Screen Five 302
- Offset Staking – Screen Six 304
- Slope Staking 305
- Slope Staking – Screen Three 306
- Slope Staking – Screen Four 307
- Slope Staking – Screen Five 309
- Slope Staking Offset Stake 310
- Point Slope Staking 311
- value increases 316
- screen, described 316
- screen, which is 317
- Screen Summary 321
- Stake Spiral and Offset 322
- Summary 325
- Show Station 326
- Stake DTM 331
- Choose a Centerline 333
- Stake DTM – Screen Two 334
- Station Staking 336
- Cross-Section View 337
- you want to stake 338
- information is 338
- Define a Location 340
- Where is Next Point 342
- Stakeout Menu – GPS 345
- from the rover to 349
- Show Station and Offset 355
- Store Offset Points 356
- routine for GPS are 356
- Inverse Menu 361
- Inverse Point to Point 362
- does not occur 365
- Inverse Point to Multiple 366
- Inverse Point to Location / 367
- Cogo Menu 369
- Point in Direction 370
- Intersection 371
- Corner Angle 376
- Compute Area 377
- Triangle Solutions 378
- Map Check 379
- Add / Edit Line 380
- Add / Edit Curve 380
- Add to Map 381
- Predetermined Area 382
- HD/VD to SD/ZA 384
- SD/ZA to HD/VD 385
- AU Conversion 386
- Average Points 387
- Average Points – Screen Two 388
- Curve Menu 389
- Curve Solution 390
- Results: 391
- Known PI and Tangents 392
- Three Point Curve 393
- Compute Radius Point 395
- Line Tangent to Circle 397
- Curve Layout 398
- Tan Dist 399
- Chord Dist 400
- Traverse on Curve 402
- Parabolic Curve 404
- Parabolic Layout 406
- Straight Grade 408
- Spiral Layout 410
- Traverse on Spiral 411
- Roads Menu 413
- Add/Edit Templates 414
- and the slope 415
- Edit Segment 416
- Edit Alignments 417
- Add/Edit Roads 417
- Roadname 418
- The Road Card 419
- Roads Report Screen 419
- Road Profiles Screen 421
- The Templates Card 422
- Add / Edit Template Screen 423
- The Widenings Card 424
- Add / Edit Widening Screen 425
- Super Elevations Card 426
- Road Stakeout 429
- Stake Road – Screen Three 431
- Stake Road – Screen Four 432
- Road Slope Staking 435
- H. Map Card 436
- V. Map Card 436
- Slopes Card 437
- Cut/Fill Hinge Points Cards 437
- Road Station and Offset 438
- screen where 438
- Alignment Card 439
- Cross-Section Card 440
- Shot Data Card 440
- Station Equation 441
- Adjust Menu 443
- Translate 445
- Traverse Adjust 448
- Traverse Adjust – Results 452
- Miscelaneous Screens 453
- Past Results 454
- Create Points 454
- Edit Description List 455
- Trimble Slant HR -> HR 456
- Convert Slant HI to HI 456
- Quick Pick Editor 457
- Select Point(s) 458
- Map View 459
- Map Display Options 461
- Manage Basemaps 462
- Edit Basemaps 463
- Smart Targets 464
- : when checked, the offset 465
- Disable Touch-Screen 467
- Appendix A 468
- Lambert Zones 469
- ...........163, R-392 472
- .................. 163 473
- ............... 163 473
- .............. R-52 473
- ......133, R-138 473
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