Home

Geodimeter CU User Guide Part 2

1. ENT Now you can begin to measure your first reference point Aim and then press the A M key STD P21 10 17 HA XXX XXX VA XXX XXX 4 6 Geodimeter CU Software How to use The display shows HA VA and SD to Pno 1 Your measurement is now ready to be registered Press the REG key STD P21 10 17 HA XXX Xxx VA XXX XXX SD xx xxx Will you use several points for your height calculation or will one point be enough Note the following Your result will indicate a mean elevation This is presented as a difference if two points are included in the measurement If on the other hand you use 3 or more points a standard deviation S_dev is obtained based on all the observations In this example we shall measure two additional points whose heights are known Therefore answer the question with Yes ENT P21 10 17 more YES Give reference point 2 which is to be used for height determination and repeat the instruction above In this example we have also measured and stored a third point We assume now that these measurements are concluded Geodimeter CU Software 4 7 4 P21 Z IZ and we continue directly to the question more after storing Pno 3 All the points to be used for height determination are now stored Answer the question more with No The program now immediately calculates any standard deviation P21 10 19 more This is t
2. ENT Note Not displayed if point B is absent The offsets are displayed To register the point press REG STD P24 10 18 Radofs RadofB dELE Note Not displayed if point B is absent 7 20 Geodimeter CU Software Measure Radots Radofs RadolsB RadoisB gt lt gt AT ofs A 8 PTois Reference Line gt RadofsB Figure 7 10 Offset definitions measuring mode What name number will you give your new control point Key in the name and ENT to store Pno SH Radofs RT ofs dELE and the coordinates in the Job file you have chosen in Imem The program will automatically continue with the next point See page 7 34 for a list of what is stored in after registration Geodimeter CU Software 7 21 7 P24 RefLine Here you have the opportunity to chose a Pcode for the measured point The numerical value you enter corresponds to an alpha title which you enter with Program 45 Pcode If you leave the line blank the question will not appear for the next point ENT Note If you want Pcode to be stored it must be added in the output table Do you which to measure more points press Yes or ENT otherwise press NO to step to the mode menu P24 10 18 Continue STD P24 10 18 P24 10 18 HA VA 3 New refline 4 Exit 7 22 Geodimeter CU Software Setout With Radofs Rt ofs Setout With Radofs Rt ofs C
3. ENT Note Only displayed if Stn is switched on MNU61 Key in the name of the area file in which the roadline data is stored and press ENT 16 60 Geodimeter CU Software Setout Select in what type of device in which the roadline data is stored In this case we choose 1 Imem Sel dev 10 17 1 Imem 2 Xmem Do you wish to set out heights Press ENT to accept If you select not to set out heights the answer will be NO which means that the signal height will not be prompted In this case we choose to accept with ENT P39 10 17 HT measure ENT Enter the signal height and press ENT This question only appears if you have chosen to include heights in the previous display Geodimeter CU Software 16 61 16 P39 RoadLine 3D Key in a boning guide stake height if you wish to move up the set out point on the rod and press ENT ENT The program checks the element combinations Wait P39 10 17 Roadline check Wait If you have chosen to include point codes you can key in a code here The program will choose points with this code If you have chosen not to include point codes leave this line blank and press ENT 16 62 Geodimeter CU Software Setout Key in the layer on which you wish to set out the point and press ENT or leave the line blank if you don t want to work with layers P39 10 17 Layer
4. ENT Note Displayed if Job Mem is switched on MNU61 Here you select which memory device you wish to store the Job file in 1 Imem STD P22 13 38 1 Imem off 2 Xmem off 3 Serial off Geodimeter CU Software 5 3 5 P22 Angle Measuring Note Only displayed if Job Mem is switched on MNU61 Note See Geodimeter CU General Key in the Stn point name number e g 1000 Press ENT STD P22 13 38 Stn If heights are to be measured the next question would be IH instrument height In this example we will press NO which means that instrument and signal height is not taken into account STD P22 13 38 HT measure Key in your instrument height Ih e g 1 75 and press ENT STD P22 13 38 Ih 1 75 5 4 Geodimeter CU Software How to use Here you have the opportunity to choose the numerical value of the Pcode Pcode is additional software We will answer NO STD P22 13 39 Pcode Key in the number of the first target at which you wish to begin your angle measurement e g 200 ENT STD P22 13 39 Pno ENT Make a coarse aiming towards the first target then press REG STD P22 13 39 Aim to point Press REG Geodimeter CU Software 5 5 5 P22 Angle Measuring In this example we will continue to measure towards more targets Press YES 13
5. Geodimeter CU Software 3 21 3 P20 Station Establishment The instrument is now in theodolite position and is ready to measure Aim at the chosen target Press the A M key if distance is to be measured otherwise REG See next step STD P20 10 18 HA xXXX XXXX HA XXX XXXX The instrument displays HA VA and SD for your first point Your measurement can now be registered Press the REG key STD P20 10 18 HA XXX XXXX VA XXX XXXX SD xxx xxx Here the difference between measured and theoretical horizontal distance HD is shown Press YES to accept or NO to redo the measurement or select another reference point Result Diff HD 0 003 Ref ok YES Note Diff HD is shown only if distance has been measured 3 22 Geodimeter CU Software How to use Are you going to use more points for your station establishment or are you satisfied with only one In our example we will measure and register two more points maximum number 10 Press YES 10 19 more YES Enter the next Pno to be used for your known station the display here shows the most recently used Pno Then press ENT ENT Note The points selected for your station establishment can be measured in any order Are your coordinates correct Press YES or NO If they have to be changed use Edit or P43 Enter Coordinates In this case we ll answer YES Ref ok N
6. ENT Is this the correct layer If not press NO In this case we accept with ENT P39 10 17 Layer 1 Descr LAYER1 OK ENT Do you want the program to calculate a new centre line offset see figure 16 15 on page 16 42 for the road embankment press ENT otherwise press NO and you will work at the same centre line offset This display will not be shown if you have not defined a layer P39 10 17 New Cl ofs Geodimeter CU Software 16 63 16 P39 RoadLine 3D Select which section interval you shall have in this roadline and press ENT If you choose this interval when you stored the roadline the program selects that value P39 10 17 Secinc ENT The program suggests the last used section station in the area file but this can easily be changed into any value In this case we accept the section station with ENT ENT Setout With Countdown to Zero Here the layer information is displayed for the chosen section Press ENT to proceed Layerinfo 10 17 Layer 1 Descr LAYER 1 Layer H 0 200 ENT Now you can select the offset value you wish to set out In this case we select O and press ENT Is there a cross 16 64 Geodimeter CU Software Setout section stored will the offset values be taken from this or by the point code ENT Is the setting out data OK If so press ENT The instrument automatically adop
7. Geodimeter CU Software 11 5 11 P28 Obstructed Point Aim towards the first prism A and press the A M key to start measurement STD P28 10 16 HA 355 8192 VA 95 2208 Press REG to register the first measurement STD P28 10 16 HA 356 6407 VA 95 2208 SD 3 456 Continue with measuring towards the second prism B and press ENT P28 10 16 meas B ENT Note If you have a signal from the prism you can start the measurement at this point by pressing A M 11 6 Geodimeter CU Software How to use Aim towards the second prism B and press the A M key to start measurement STD P28 10 17 HA 355 8192 VA 94 1760 Press REG to register the second measurement STD P28 10 17 HA 355 8193 VA 94 1800 SD 3 586 These are the coordinates for the obstructed point Press ENT to see more data for the point or press REG to store the point and continue with a new measurement STD P28 10 17 N 2890 987 E 1098 879 ELE 222 098 ENT Note Skip point Ifyou press CL the following display appear and you are able to skip the point and continue with a new point STD P28 10 17 Skip point Geodimeter CU Software 11 7 11 P28 Obstructed Point Press ENT to see more or press REG to store the point and continue with a new measurement STD P28 10 17 HA Horizontal Angle Bearing HA 354 1908 HD Hor
8. Geodimeter CU Software 16 49 16 P39 RoadLine 3D Since it is length data you are about to store select 7 Length Store P39 10 17 7 Length 8 Exit Key in the name of the area file in which you wish to store length data and press ENT P39 10 17 ENT Select in which memory unit you wish to store layer data In this case we select 1 Imem Sel dev 10 17 1 Imem 2 Xmem 16 50 Geodimeter CU Software Store Key in the first section number and press ENT P39 10 17 ENT Key in actual length for the first kilometre and press ENT P39 10 17 Sect 1 Length _ ENT Do you want to enter more lentos Press ENT to add more lentos or NO to exit Length In this example we will enter one more length P39 10 17 more Geodimeter CU Software 16 51 16 P39 RoadLine 3D Key in the second section number and press ENT P39 10 17 ENT Key in actual length for second kilometre and press ENT P39 10 17 Sect 2 Length _ ENT Do you want to enter more lentos Press ENT to add more lentos or NO to exit Length In this example we are satisfied with 2 lentos and answer NO P39 10 17 more You are taken back to the Store menu an can now continue with Program 39 Store P39 10 17 1 Roadline 2 Vertical alig 3 Cross sect def 16 52 Geodimeter CU Software Store
9. HA_ ref for Known Station calculated and Set HA HA_ ref for Known Station when exiting P20 Current instrument direction Geodimeter CU Software 3 29 3 P20 Station Establishment Figure 3 6 Free station establishment 3 30 Geodimeter CU Software How to use Free Station Select Program 20 a EM EM ES In this example we will establish a free station The known points we will be using have been stored as Pno and coordinates in an Area file using P43 Enter Coordinates We will choose function 2 Free Station Stn estab 10 19 1 Known Station 2 Free Station 3 Known Station Here you key in the number or name of the Job file in which you wish to store data from your station establishment A list of data stored in the selected Job file can be seen on page 3 46 and page 3 49 Select for example Job no 20 P20 10 19 Job no ES o ES Note Only displayed if Job Mem is switched on MNU61 Geodimeter CU Software 3 31 3 P20 Station Establishment Where will you store your Job file Choose a suitable memory unit by indicating 1 2 or 3 for activation deactivation Then press ENT P20 10 19 1 lmem off 2 Xmem off 3 Serial off KEN ES Note Only displayed if Job Mem is switched on MNU61 Here you enter a name number for your free station P20 10 20 Stn ENT Ar
10. Note If Info 32 appears it may be that the Job file you have keyed in does not exist in the chosen memory unit or if you are using an external memory that the connections are bad If Info 44 appears it may be that the Job file does not contain right point data Here is the calculated area Press enter to continue P25 13 38 SqrAre 3163 50 ENT Do you want to calculate a volume Press YES to accept or NO to cancel In this case we accept with YES P25 13 38 volume YES Geodimeter CU Software 8 5 8 P25 Area Calculation Key in the height of the volume In this case we key in 10 and press ENT ENT Here is the calculated volume Press ENT to exit the program volume 218281 5 ENT The Geodimeter is now in program 0 PO Choose program 25 Area Calc STD PO 13 39 HA 310 8390 VA 98 1720 Here you can choose if you want to calculate the area in the order the points are measured 1 Calc or if you want to 8 6 Geodimeter CU Software How to use arrange the points in a different order and calculate that area Here we choose 2 Arrange list P25 13 39 1 Calc 2 Arrange list Key in the Job file in which the measured points are stored and press ENT ENT Note Displayed if Job Mem is switched on MNU61 In which memory unit is the Job file located In this exampl
11. increase decrease When you think that you are close enough to zero press REG to register the point or press ENT if you wish to set out with the radial right angle offset method TRK P39 10 17 dHA dHD dHT Do you wish to set out more reference points for this section press ENT and you are able to key in a new point number and a new distance In this case we press NO P39 10 17 more Do you wish to set out new reference points for another section press ENT That means that you are able to key ina 16 96 Geodimeter CU Software Reference Point new section station number In this case we choose to exit with NO in order to set out two reference points P39 10 17 New def pnt Select 1 to set out reference points 2 to measure reference points or 3 to end program In this case we select 1 Setout P39 10 17 1 Setout 2 Measure 3 Exit Key in a boning guide stake height if you wish to move up the setout point on the rod and press ENT Geodimeter CU Software 16 97 16 P39 RoadLine 3D Press ENT if you wish to set out two elevations on the same rod In this case we press ENT P39 10 17 Dual elevations ENT Do you know which section station is closest to the point you are about to set out you can key in this and press ENT Otherwise you leave the line blank and press ENT and let the program calculate the clos
12. ENT 14 10 Geodimeter CU Software How to use Choose in which Job file you wish to store your angle measurements and press ENT ENT Note Displayed if Job Mem is switched on MNU61 Here you select which memory device you wish to store the Job file in by choosing the appropriate number and pressing ENT ENT Note Only displayed if Job Mem is switched on MNU61 Make a coarse aiming towards the first point and press ENT P32 10 17 Aim to point 2000 Press ENT ENT Geodimeter CU Software 14 11 14 P32 Angle Measurement Plus Key in a starting first reference angle and press ENT P32 10 17 HA 368 0832 HA ref 0 0000 ENT Note This will only appear if you have answered YES to AdjustHA in the menu Switches Do the fine adjustment towards the point and press A M to measure or REG to store without measuring In the second case you will be prompted the following No meas made REG OK Press YES or ENT to accept or NO to cancel DO 10 17 HA 0 0021 VA 102 2821 This is the first sighting towards point 2000 in face 1 Press REG to store the measurement DO 10 17 HA 0 0021 VA 102 2821 SD 244 903 14 12 Geodimeter CU Software How to use If you have enabled switch no 3 this display will appear Press YES or ENT to make another sighting or NO to cancel M
13. P24 10 17 ENT Aim at the first point pnt A and press A M to start measurement STD P24 10 17 HA VA Geodimeter CU Software 7 15 7 P24 RefLine When you are ready press REG to store the point STD P24 10 17 HA VA SD Key in the point number for point B on your reference line STD P24 10 17 Ref Line Point B Pno ENT Enter the signal height and press ENT ENT Aim at the second point pnt B and press A M to start measurement STD P24 10 17 HA VA 7 16 Geodimeter CU Software Unknown Line When you are ready press REG to store the point STD P24 10 17 HA VA SD The horizontal value between point A B is displayed Start shows the start value from point A P24 10 17 Dist A B START ENT To measure go to page 7 18 To Setout See Setout with Radofs Rt ofs on page 7 23 or Setout with coordinates on page 7 29 Geodimeter CU Software 7 17 7 P24 RefLine Measure Choose whether you which to measure set out points relative your reference line or select a new refline You can also exit from the program In this case we choose to measure points Press 1 See page 7 23 for Setout instructions P24 10 18 1 Measure 2 Setout 3 New refline If you are measuring a radius this question will come up Do you want to work in the f
14. Please wait 14 24 Geodimeter CU Software How to use When target is found the instrument starts the measurement P32 Measuring Here are the resulting differences for the first point When running the program you will get an error message as soon as the program discovers a difference larger than the limits you have set Point 1 10 17 Diff HA 0 0011 Diff VA 0 0004 Diff SD 0 000 ENT Here are the resulting differences for the second point Press ENT to continue Point 2 10 17 Diff HA 0 0010 Diff VA 0 0004 Diff SD 0 000 ENT Geodimeter CU Software 14 25 14 P32 Angle Measurement Plus Press YES or ENT to remeasure and the program will automatically remeasure all targets P32 10 17 Remeasure Do you wish to sort the measured data point wise in the chosen Job file press YES or ENT otherwise press NO P32 10 17 Sort JOB file Choose a Job file to store the sorted data in 14 26 Geodimeter CU Software How to use Here you select which memory device you wish to store the Job file in by choosing the appropriate number and pressing ENT P32 10 17 1 Imem on 2 Xmem off 3 Serial off ENT Geodimeter CU Software 14 27 14 P32 Angle Measurement Plus Registered data Text Label Text Label Job No 50 32 SH 6 1 526 Stn No 2 1000 HA 7 6 8600 Pcode 4 1 VA 8 101 1069 IH 3 1 573 SD 9 372 2
15. 0 Registration Registration of raw and or calculated values from the instrument This type of label is chosen when measured and 17 4 Geodimeter CU Software In General calculated values can be collected directly from the instrument e g HA VA SD N E ELE HD VD 1 Prompting label Enter data manually after the prompt The default value of the label will not be displayed Note For label 21 the only label types that can be used are 1 amp 2 2 Set These pre set values e g Label 21 Hor ref angle can be set directly in the instrument 3 Duplicating automatically or manually This label type is used for displaying both the prompt and the last registered value e g SH 0 75 This value can be changed by overwriting or accepted by depressing ENT The first time you key in the label when you run the U D S you are able to choose if the duplication should be automatic or not If so the next time you enter this program step the label is automatically stored without being displayed Note If the same label and type exists in UDS that are linked or called upon the duplication in decremention remains 4 Incrementing Decrementing automatically or manually The previously stored value belonging to the same label e g Pno 3 is automatically incremented decremented and can be accepted and stored into instrument either manually or automatically Displayed values can be overwritten and or Geodimeter CU Software 17
16. 12 8 Geodimeter CU Software How to use How to use Before beginning to use RoadLine in the field we recommend that you run trough the program in the office Switch on the instrument and disengage the dual axis compensator with function 22 and step through program 0 by pressing only ENT until you place instrument in the theodolite mode P29 1 Store The instrument s station has been established Select program 29 RoadLine STD PO 10 16 HA 392 9095 VA 102 8955 EN EN ES Now you can choose between the four main functions Let us start to store roadline data Press 1 Roadline 10 17 1 Store 2 Check 3 Setout Geodimeter CU Software 12 9 12 P29 RoadLine At this stage you are able to select if you want to store the Section incrementation and Offset but this can also be done in Setout Let us select Roadline Press 1 Store 10 17 1 Roadline 2 Sect Offset Note In this case the offset and incrementation values will not be saved when you exit the program This is a display of the memory devices available Let us select in which device we shall store our roadline data e g Imem Internal Memory Press 1 Sel device 10 17 1 Imem 2 Xmem Key in the name of the Area file in which you wish to store the Section No Coordinates and type of elements and press ENT P29 10 17 12 10 Geodimeter CU Software
17. 2 12 Geodimeter CU Software Examples Delete Insert Follow the startup instruction described on page 2 3 In this example we choose the internal memory STD PO 17 55 HA 355 3245 VA 101 4252 Your general data lies at the beginning of your Job data file so you need only come to DATE 2001 0506 Imem Job 16 05 Job no 12 Beg End lt gt am or TRK You wish to delete this completely and replace it with time Press ENT to step to the EDIT mode Imem Job 16 05 Date 2001 0506 Beg End lt gt Geodimeter CU Software 2 13 2 Edit amp View Now delete Date by pressing DEL Imem Job 16 05 Date 2001 0506 Del Ins Chg Find Your next prompt is now displayed Return to the EDIT mode by pressing ENT Imem Job 16 05 Stn 101 Beg End lt gt ENT Now insert in front of Stn 101 Press INS Imem Job 16 05 Stn 101 Del Ins Chg Find You shall insert temp first Label No for temp is 52 Key in 52 and ENT Imem Job 16 05 Insert Label _ EN E ES 2 14 Geodimeter CU Software Examples The temp which you wish to record was the temp at the time of the actual measurements Key in 23 and ENT Imem Job 16 05 Insert Temp Data _ ES EN ES To check that the inserted temp data has been inserted into the correct place press the arrow keys Im
18. Edit amp View TAE e E ii ia dia 2 2 How to USO crna E EA 2 3 MW a a a Ar lathes 2 4 Editan aiaei ra eg ed ate 2 5 Directoy td A I A 2 6 Examples nn it aa e a 2 7 Change Data Replace With new Data ee 2 7 Find and Change Data oooococcccccnocociccconoconcnnnonananananonnnnns 2 10 Delete INSert jects ctescitesiideieetietetpiiecetd AEE NTER 2 13 Change From one File to Another 2 17 Clear Momo sti ld 2 18 2 Edit amp View In General With EDIT installed in your Geodimeter CU it is possible to carry out editing of the data within the recording device External memory or Geodat directly from the keyboard of the Geodimeter CU Viewing of the data before editing can be done with the help of VIEW which is automatically included in EDIT software additional option You can step through files search for delete insert and change data EDIT is selected directly from the main menu of the instrument option 2 EDITOR This option is directly linked to a sub menu which allows you to edit data in either the external memory Geodat or the internal memory The editing features of this software option are menu driven with the command options shown on the bottom line of the display which are in turn directly placed above the relevant operating key of the small keyboard The various operations are selected by pressing the relevant key The keyboard is reconfigured to the actual chosen mode and when the bottom line is not visib
19. Error limits VA Point 0 0200 ENT One set one measurement towards one point i both faces If you get a difference between two sets that is larger than this value the program will show an error message P32 10 17 Error limits VA Point 0 0200 Set 0 0050 ENT This tells how much the instrument will point aside the point to measure in order to force the user to do the fine adjustment when using a servo driven instrument P32 10 17 Aim offset Offset 0 0500 Finally choose Exit and then Exit again to quit or Run to start the program 14 4 Geodimeter CU Software How to use How to use Select program 32 and press ENT a EM 2 BENT First you will step through a number of switches that you can configure If you wish to change a switch press the corresponding number and ENT otherwise press only ENT Switches 10 17 1 Elevation Yes 2 Pcode Yes 3 Sightings gt 1 No ENT 1 To get questions about IH and SH 2 Seta point code for each point 3 Enable this if you wish to do more than one adjustment towards each point in a set 4 Store Horizontal and Vertical distances instead of SD Not possible if you want to measure a distance in Cll Automatic mode 5 Enable this if you want the instrument to automatically switch to face 1 between each set If you wish to run automatic mode this must be enabled Switches 10 17 4 Reg H
20. KEN ES 16 88 Geodimeter CU Software Reference Point Key in the job file in which you wish to store data for the reference points and press ENT ENT Note Displayed if Job Mem is switched on MNU61 Select in which memory unit you wish to store data for the reference points and press ENT In this case we select 1 Imem P39 10 17 1 Imem OFF 2 Xmem OFF 3 Serial OFF ENT Note Only displayed if Job Mem is switched on MNU61 Is this the station you chose when you ran program 20 prior to P39 If no station establishment has been made P39 will automatically start P20 It is impossible to start with setting out before you have established your instrument In this example we accept the station and press ENT Geodimeter CU Software 16 89 16 P39 RoadLine 3D Key in the name of the area file in which the roadline data is stored and press ENT Select in what type of device the roadline data is stored In this case we choose 1 Imem Sel dev 10 17 1 Imem 2 Xmem Enter the signal height and press ENT P39 10 17 16 90 Geodimeter CU Software Reference Point Key in the point code for the definition point that has the correct centre line offset and press ENT or leave the line blank to enter the centre line offset manually P39 10 17 ENT The program checks your chosen ro
21. N XXXXX XXX E XXXXX XXX ELE xxx xx YES Note Only displayed if Confirmed is switched on MNU 61 Enter the signal height SH In this case 3 and press ENT EM El Note Only shown if your coordinates include ELE 3 36 Geodimeter CU Software How to use Aim at your target Then press the A M key to measure distance STD 10 21 HA xxx xxx VA XXX XXX The instrument has now measured angles and distance to the second point of your free station establishment Your measured data can now be registered STD 10 21 HA xxx xxx VA XXX XXX SD xx xx Are you going to use more points for your station establishment or are you satisfied with only two In our example we will measure and register two more points maximum number 8 Press YES STD 10 21 more YES Note If complete measurements have been carried out that is angles and distances two points will suffice If on the other hand only angles have been measured at least Geodimeter CU Software 3 37 3 P20 Station Establishment three points are needed This is not an optimal solution and the display warns you with the message Not Optimized Key in the third point to be used and repeat the procedure described above In this example we have measured and stored a total of four points whose coordinates are known for our free station Ass
22. The elements on the opposite of a clothoid spiral must denote the radius in the conjunction If this is infinite the element should be a straight line otherwise an arc S7 S8 9 Stn pnt Geodimeter CU Software 16 5 16 P39 RoadLine 3D The following data is required to describe the different types of elements for the horizontal alignment of the roadline Type Label Description Straight 80 Section Station 37 X coordinate 38 Y coordinate Arc 80 Section Station 37 X coordinate 38 Y coordinate 64 Radius Left Right Clothoid 80 Section Station Spiral 37 X coordinate 38 Y coordinate 81 A parameter You can choose between keying in the A parameter or radius and length 16 6 Geodimeter CU Software Store Example of an areafile with a horizontal alignment 80 0 000 37 37305 028 38 73505 770 80 68 480 37 37350 638 38 73556 850 64 750 000 80 919 863 37 37480 143 38 74352 784 64 3200 000 80 1803 633 37 37023 901 38 75106 401 80 1803 634 37 37023 900 38 75106 400 Store horizontal alignment Select program 39 and press ENT Eo EN EN ES Select 1 Store Roadl 3D 10 17 1 Store 2 Check 3 Setout Geodimeter CU Software 16 7 16 P39 RoadLine 3D Since it s the horizontal alignment you will store Select 1 Roadline Store P39 10 17 1 Roadline 2 Vertical alig 3 Cross sect def Select in which memory unit yo
23. cccccccccccccceesssscccccssssssessescesessaeeeeees 3 15 Free Stalonea snn a a aa a 3 31 Eccentric Station neinn annain e e aai 3 54 4 P21 Z IZ IN GONG alist fesse ana Hott Aveletin ee eee at 4 2 Howto USC dai ra ridad 4 3 5 P22 Angle Measuring IMG ci ticos 5 2 AAA A AA 5 3 6 P23 SetOut In General sii sich se cSt Sheds odes iia 6 2 SetOut Point Data seis aa 6 2 Automatic Check of Set Out Point s Position 6 2 FIOW COMU I E uti os 6 3 Countdown to Zero MethoOd ooonccononocnnocccoocccconnccnnnnnnos 6 6 Radial Right Angle Offset Method cccccsseseerees 6 9 7 P24 RefLine nene i 7 2 COMIQUIS lt a 7 4 StartiRetLine coc inn iii 7 5 KNOWN LIN occccnccccncccononcncnnonnnnnnononcocnnnnonnnononononinennnnnnons 7 6 Straight Dieconasisdicsisi 7 8 A E 7 10 UNKNOWN LINC saie eaea eaat a ia iiaa 7 14 10 11 12 Table of Contents Measures or too ae eo e o o LS 7 18 Setout With Radofs Rt ofs coooccooccnoccnnccnnccnncnnncnnnnnnno 7 23 SetOut With Coordinates ccocccocccncccnnconnconnncnnnnnnanono 7 29 Registered Dala talas co ie 7 34 P25 Area Calculation MESE ni aa o la Ria 8 2 FIOWAO US a dd 8 4 P26 DistOb Ai GONGPAL nui E A EE E 9 2 How to USC naaa a a a aimee 9 4 P27 Moving Coordinates Forward lit GON al isir eee aaa a eien 10 2 HOW tO USE a ae si n 10 3 Foresight MeasureMeNt oooconocononnoonnnononnnonnncnnnconncononnnos 10 9 Other Measurement ococoncnc
24. t 7 2 Geodimeter CU Software In General establish the station since the program will create a new coordinate system with origo in the first point in the reference line Measure or SetOut In the second part you can choose between measure and set out points from the reference line Known Line Unknown Line N A 0 0 0 Reference line Reference line 0 0 0 Radius Point where Radofs A change sign from to Long circle Sho N A A where Radofs B change sign from to Figure 7 9 Geodimeter CU Software 7 3 7 P24 RefLine Configure To get to Configure make a long press on PRG key select Refline and press ENT Press 2 to Configure P24 10 15 1Start 2 Configure Here you can configure Radius limits and switches P24 10 15 4 Radius limits 5 Switches Press 4 to key in Radius Error only valid for A B Radius and A B C 8 P24 10 15 t L Error Error limits Radius error A Cc 7 4 Geodimeter CU Software Start RefLine Press 5 to configure switches P24 10 15 1 Ask circ seg Yes No 2 Slope percent 3 dHT not dELE Ask circ seg If you will be working in the first half circle set this question to No and you will not get the question First Halfcircle when you start measure Slope in or o Show dHT or dELE when measuring Start RefLine Select program 24 RefLine ics I
25. 3 53 3 P20 Station Establishment Eccentric Station Select Program 20 a EM EM ES In this example we will establish an eccentric station The known points we will be using have been stored as Pno and coordinates in an Area file using P43 Enter Coordinates Press ENT Stn estab 10 19 1 Known Station 2 Free Station 3 Known Station ENT We will choose function 4 Eccentric Station Stn estab 10 19 4 Ecce Station Here you key in the number or name of the Job file in which you wish to store data from your station establishment A 3 54 Geodimeter CU Software How to use list of data stored in the selected Job file can be seen on page 3 46 and page 3 49 Select for example Job no 20 P20 10 19 Job no En o ES Note Only displayed if Job Mem is switched on MNU61 Where will you store your Job file Choose a suitable memory unit by indicating 1 2 or 3 for activation deactivation Then press ENT P20 10 19 1 lmem off 2 Xmem off 3 Serial off ENT Note Only displayed if Job Mem is switched on MNU61 Here you enter a name number for your eccentric station P20 10 20 Stn Geodimeter CU Software 3 55 3 P20 Station Establishment Are you going to measure heights Accept this question by pressing YES ENT If you decide not to measure heights press N
26. 3 Exit Geodimeter CU Software 16 103 16 P39 RoadLine 3D Reference Point Measure Select program 39 and press ENT until this display appears o EM EM ES Select 6 Ref Point and press ENT Roadl 3D 10 17 4 Measure 5 Slope stake 6 Ref Point KN ES Key in the job file in which you wish to store data for the reference points and press ENT ENT Note Displayed if Job Mem is switched on MNU61 Select in which memory unit you wish to store data and press ENT In this case we select 1 Imem P39 10 17 1 Imem off 2 Xmem off 3 Serial off ENT 16 104 Geodimeter CU Software Reference Point Note Only displayed if Job Mem is switched on MNU61 Is this the station you chose when you ran program 20 prior to P39 If no station establishment has been made P39 will automatically start P20 It is impossible to start with setting out before you have established your instrument In this example we accept the station and press ENT ENT Note Only displayed if Stn is switched on MNU61 Key in the name of the area file in which the roadline data is stored and press ENT Geodimeter CU Software 16 105 16 P39 RoadLine 3D Select in what type of device the roadline data is stored In this case we choose 1 Imem Sel dev 10 17 1 Imem 2 Xmem Enter the signal height a
27. 39 more YES Key in the second target number e g 201 ENT STD P22 13 39 Pno ENT Make a coarse aiming towards the second target then press REG STD P22 13 39 Aim to point Press REG 5 6 Geodimeter CU Software How to use Repeat the instructions above for your following targets When all your targets are stored you will answer no to this question Press NO 13 39 more The program gives you the opportunity to select in which measuring mode you want to work In this example we will select No 2 D bar mode Select mod 13 39 1 Std 2 D bar Select normal or high resolution in this case we will select normal Note This display will only appear if you have a Trimble 5601 Geodimeter CU Software 5 7 5 P22 Angle Measuring Key in your signal height SH e g 1 75 and press ENT STD P22 13 38 SH 1 75 ES MN EA EN ES The instrument starts to rotate to C2 position aiming at target No 200 The number of sightings is entirely up to you the operator and will depend mainly on the visibility conditions and the type and required accuracy of the survey work In this example we have chosen to make two sightings in C2 Approach the target from the other direction using the motion screws and press A M Press Oo in front and Press Oo in front a second
28. 4 Stored if entered IH 3 Stored if heights are included Coordinates 37 38 39 39 if heights are included Activity RO 61 Reference object data Pno Ref Obj 5 Coordinates 37 38 39 39 if heights are included HA_ref 21 Set HA Raw data 7 8 9 Stored if distance is measured First Station data using more than one reference object Text Label Description Stn 2 Point number for station Coordinates 37 38 39 39 if heights are included Pno STN 5 First point SH 6 Coordinates 37 38 39 39 if heights are included Raw data 7 8 9 Polar data Pno Like first point Info Weighting 0 Info Diff HA 0 Info Point list 0 Pno 5 First point dHD 76 Deviation from true HD dHA 45 Pno Like first point Activity OS 61 Occupied Station Geodimeter CU Software 10 19 10 P27 Moving Coordinates Forward Job file Comments Pno STN 5 Pcode 4 IH 3 Coordinates 37 38 39 Activity RO 61 Reference Object Pno Blank 5 no number Coordinates 0 000 37 38 39 Values 0 000 HA_ref 21 Instrument direction when exiting Station Establishment Raw data 7 8 9 Next Station Text Label Description Activity OS 61 Station data Pno STN 5 Pcode Stored if entered IH Stored if heights are included N STN 37 E STN 38 ELE STN 39 Stored if heights are included Activity RO 61 Reference object data Pno Ref Obj Pcode Stored if entered SH 6 Stored if heights are included N RO 37 E RO 38 ELE RO 39 Store
29. Areafile Accept it or key a new Press ENT P24 10 18 Pno ENT Check the coordinates and answer YES to accept them or ENT Note Only displayed if Confirm is switched on MNU61 7 30 Geodimeter CU Software SetOut With Coordinates When dHA 0 0000 the instrument is pointing in the direction of the set out point As soon as the prism comes within the measurement beam you will see dHD remaining Press ENT to see the values for radial and right angle offsets or press REG to register the point TRK P24 10 18 zu NES When the radial offset right angle offset and dHT are 0 00 the correct lateral set out point position and height have been set out Se figure 7 12 on page 7 27 for the definitions of radial and right angle offsets TRK P24 10 18 Radofs RT ofs dHT ENT When you press the REG key these are the three values which are stored in the memory e deviations from the correct set out point coordinates Press REG to register the Geodimeter CU Software 7 31 7 P24 RefLine deviations or press ENT to see coordinates of the set out point TRK P24 10 18 dN dE dELE zu NES These are the actual coordinates of the set out point s position Press REG to store the deviations TRK P24 10 18 ENT NES See page 7 34 Registered Data for a list of what is stored in the m
30. Consult the dealer or an experienced radio TV technician for help Changes and modifications not expressly approved by the manufacturer or registrant of this equipment can void your authority to operate this equipment under Federal Communications Commission rules Table of Contents Welcome to Geodimeter CU About this manual ooonnonccccncnnnnnnnnnanicinnnannnanncnonananononi ss B Comments about this manual ooonononononocononnoncncnncnnnnnnn 1 B 1 Software A a a EE a aiaa 1 2 Choose Programm ccecccesseesseeseesseceteceecseeeeeeeeseeessenseenes 1 2 Ort PTOS a ds 1 2 Lona Presi lr loci ae 1 3 User Defined Storage of Control Data in the Field Calculation PrograMS ooooconocononnnonnnoncnnnonnnconocnnos 1 3 HOW to Use iii a ide 1 5 Program Configuration LiSt oconononinnncnnnnmnnn 1 7 2 Edit amp View General ua iii 2 2 HoW tO Us in is 2 3 MA Iii 2 4 Editione AN 2 5 O ies fee secs iaaa tad ashore eave Mineo ha 2 6 Example resas tencecadedededecencecceatecetsnasiesdeoneteententatentat sets 2 7 Change Data Replace With new Data eee 2 7 Find and Change Data cccccccccsceesesseesteeseceseeeseenees 2 10 Delete Inserta 2 13 Change From one File to Another ocococoicninncinnn 2 17 Clear Memory sorsra nnn n e eii 2 18 WIGW aora E E EN a 2 20 3 P20 Station Establishment In General osr e aid 3 2 FIOW 10 USC dd 3 7 Table of Contents KNOWN Station ics Reen o dla 3 7 Known Stationt 0
31. Field Calculation Programs It is possible to define what results to be stored in the JOB file using the field calculation programs In some programs you can only add information and in some you can define data all by yourself See page 1 7 for a complete list of the programs that can be Configurated When you start any of these programs by the program library you will get the following display appearance Geodimeter CU Software 1 3 1 Software P23 14 17 lt Current program no and time 4 Run lt Start program without any config 2 Config lt Configure program Note When pressing the PRG key on the control unit in local mode you can only access this menu Choose 1 Run to start the program without any configuration or press 2 to configure the program Press the CL key to exit from this menu and step to the current program Configurate the user defined output table When you press 2 you will get the following display appearance P23 14 17 lt Current program no and time 1 Exit lt Step to the previous menu 2 View table lt View the current output table 3 Enter user tbl lt Configure table ENT Note When pressing the PRG key on the control unit in local mode you can only access this menu Choose one of the alternatives press ENT for more or press 1 or the CL key to step to the previous menu 4 Clear user tbl lt Clear the current user table 1 4 Geodimeter CU Software Introducti
32. If you decide not to measure heights press No it means that the instrument height IH and signal height SH will be ignored In this example we will be measuring heights Press ENT 10 17 HT measure Note Only if your coordinates includes ELE This is your old station ground elevation Press ENT Yes is you want to replace the old elevation With the new or press NO to cancel it In this example we press ENT This display will only appear if the ground elevation has already been determined Geodimeter CU Software 3 11 3 P20 Station Establishment 10 18 ELE x xxx Replace Z ENT Note Only if your coordinates includes ELE Enter your instrument height IH For example 1 75 EN EN EA EF E Note Only if your coordinates includes ELE Key in the Pno of your reference object For example 1102 3 12 Geodimeter CU Software How to use Enter your signal height SH For example 1 75 EN EA EX ENT Note Only if your coordinates includes ELE Key in the name of the Area file in witch you have stored your reference object If you leave the line blank you will have the opportunity to enter the coordinates manually in the same way as for the station coordinates En El Are your coordinates correct Press ENT to accept them If you press
33. In General With program 39 RoadLine 3D you can measure and setout roadlines in three dimensions The program contains routines for storing checking setting out measuring slope staking and reference point Two different methods can be used while setting out 1 conventional radial setting out and 2 orthogonal or rectangular setting out Structure Store This function is divided in 5 subsections 6 Roadline to store the horizontal spread of the roadline 7 Vertical alignment to store the vertical spread of the roadline 8 Cross section definition to store the different cross sections for the roadline 9 Cross section to describe how the different cross sections changes along the road 10 Camber Super elevation to define how much the road slopes 11 Layer to store road layer data 12 Length to store length table data for Swedish railways Check For mathematical check that the data in the areafiles is correct 16 2 Geodimeter CU Software Store Store Set out For setting out points along or parallel to the centre of the road Measure For measuring in existing elements and objects that may lie along the roadline Slope staking Function to find out where the ground level intersects with the finished road and to set out embankment sides Reference point Function to set out a point on an optional distance from e g a road edge or for measuring in a point and get d
34. P20 It is impossible to start with setting out before you have established your instrument In this example we accept the station and press ENT P39 10 17 Stn 1 ENT Key in the name of the area file in which the roadline data is stored and press ENT P39 10 17 Area _ Geodimeter CU Software 16 73 16 P39 RoadLine 3D Select in what type of device in which the roadline data is stored In this case we choose 1 Imem Sel dev 10 17 1 Imem 2 Xmem Do you wish to set out heights Press ENT to accept If you select not to set out heights the answer will be NO which means that the instrument height and the signal height will not be prompted In this case we choose to accept with ENT P39 10 17 HT measure ENT Enter the signal height and press ENT This question only appears if you have chosen to include heights in the previous display P39 10 17 16 74 Geodimeter CU Software Measure The program checks the stored data Wait P39 10 17 Roadline check Wait Key in the layer on which you wish to measure the point and press ENT or leave the blank if you don t want to work with layers P39 10 17 Layer ENT Is this the correct layer If no press NO In this case we accept with ENT P39 10 17 Layer 1 Descr LAYER1 Ok ENT The instrument is now in theodolite mode Aim at the fi
35. P24 10 17 Area ENT In which memory unit is the Area file stored In this example we are using the internal memory 1 Imem P24 10 17 1 Imem 2 Xmem Note Only displayed if you selected a new Area file Geodimeter CU Software 7 7 7 P24 RefLine Straight Line Select 1 Straight line press 1 For 2 Radius go to page page 7 10 P24 10 17 1 Straight 2 Radius Key in the point number for point A on your reference line P24 10 17 Ref line Point A Pno ENT If you have chosen to include heights in your station establishment and ELE is missing for the point the following display appears and you must enter the elevation manually Z not found ELE _ 7 8 Geodimeter CU Software Known Line Are your coordinates correct Press ENT to accept them If they have to be changed press NO and use Edit or P43 Enter coordinates P24 10 17 ENT Note Only displayed if Confirmed is switched on MNU 61 Key in the point number for point B on your reference line P24 10 17 Ref Line Point B Pno ENT Note If ELE is missing you can enter it manual ly Are your coordinates correct Press ENT to accept them If they have to be changed press NO and use Edit or P43 Enter Coordinates We will continue by accepting them Pno ok ENT Note Only displayed if Confirmed is
36. P39 10 17 1 Straight 2 Arc 3 Parabola Key in the second section station number for the roadline and press ENT Key in height value for the chosen section station and press ENT P39 10 17 Sect XXX XXX ELE Geodimeter CU Software 16 15 16 P39 RoadLine 3D Key in the radius of the arc and press ENT A radius that turns upwards is keyed in with a positive figure and a radius turning downwards with a negative figure ENT Note Radius Up Down Key in a start direction for the arc and press ENT Upwards is entered with at positive figure and downwards with a negative This display will not be shown if this data is not required i e if the first element straight P39 10 17 Sect XXX XXX Slope Radius ENT Select type of element 1 straight 2 Arc 3 Parabola or 4 Roadline end n this case we choose 3 Parabola Store P39 10 17 1 Straight 2 Arc 3 Parabola 16 16 Geodimeter CU Software Store Select 1 if you wish to key in a radius for the parabola or 2 if you wish to key in a coefficient In this case we select 2 coefficient P39 10 17 1 Radius 2 Coefficient Key in the third section number for the roadline and press ENT ENT Key in the height value for the chosen section station and press ENT ENT Key in a start direction for the parabo
37. Press ENT to define the left road half or NO to exit P39 10 17 Left YES Continue describing the cross sections for the left half of the road in the same way as the right road half Camber The camber super elevation defines the slope of the road The left and right halves of the road are defined separately When describing how one half of the road changes along the road a section station and the slope in that section are defined If the slope will gradually change and the correct slope will be obtained in the next section station The slope is stated as a decimal tangent of the slope angle and is positive upwards and negative downwards based on the Centre line Geodimeter CU Software 16 35 16 P39 RoadLine 3D Centre line V Camber angle Alternatively an offset from the Centre line can be entered and the camber super elevation defined from this point see fig below Centre line V Camber angle The start section station of the next element is the end section station of the previous element The change of the slope within the element will be linear so that it corresponds to the slope of the next element at its start point If there is no new element the slope of the last element will be applicable for the remainder of the roadline Data for the camber super elevation of the road are stored as follows Type Label Description Camber about 80 Section Station Centr line
38. The length table must always be stored with the file extension 8 are This will be done automatically when keying in length data from a Geodimeter CU All kilometre data about length tables is stored in label 80 All other Roadline section data S now uses label 35 if Length table is used Example of an areafile with length table data 89 1002 892 length of kilometre no 1 80 2 for kilometre no 2 89 976 475 length of kilometre no 2 80 3 for kilometre no 3 89 955 364 length of kilometre no 3 Geodimeter CU Software 16 53 16 P39 RoadLine 3D Check This function mathematically checks that the data in the areafiles is correct All errors in excess of 20mm horizontally and 10mm vertically will be displayed and the element in which they occur The control function will also notify slope deviations larger than 0 01 i e 1 Errors which occur due to wrongly keyed in data can be easily rectified with the help of Edit Note A detected error can depend on either keyed in errors or incorrect design of the roadline Select program 39 and press ENT o EN o ES Select 2 Check and press ENT Roadl 3D 10 17 1 Store 2 Check 3 Setout Select which type of object you wish to check In this case we select 1 Roadline Check P39 10 17 1 Roadline 2 Vertical alig 3 Cross section 16 54 Geodimeter CU Software Check The other options are 2 Vertical ali
39. To view Job files other than the one in which you are presently working see Directory page 2 6 The program consists of two modes of operation 1 View and 2 Directory which are described on page 2 6 and page 2 6 To step between the two modes use the ENT key To start the program follow the startup instruction on page 2 3 2 20 Geodimeter CU Software CHAPTER P20 Station Establishment MEE a a os zas de 3 2 How to US Oia dica a E Nidia 3 7 KNOWN Station lc 3 7 KNOWN Station t oeiia rut a nana no na aaa 3 15 Free Stations sI tt a a a Pe RES 3 31 Eccentric Station aeinn la cit 3 54 3 P20 Station Establishment In General Station Establishment P20 is a basic software package for Geodimeter CU field calculation programs This program is used to calculate and store instrument setup data which is required for some of the field calc programs The programs that follow P20 are SetOut RoadLine and RefLine see figure 3 1 If you try to activate any of these programs without first establishing your station you are taken directly to P20 Program 23 SetOut Program 24 RefLine Program 20 Station Establishment Program 29 RoadLine Program 39 RoadLine 3D Figure 3 1 Station establishment is necessary for running the above programs The program is divided into three main functions 1 Known station for station establishment when the coordinates of your station point and reference object are known 3 2 Geodi
40. and end coordinates of the different roadline elements and type of element A roadline can contain 3 types of elements Straight e Circular Arc Transition Geodimeter CU Software 12 3 12 P29 RoadLine Roadline data is stored in the form of section start and end points of the element and the type of element i e straight arc or transition This data is then either stored in the internal memory of the instrument or in Geodat When storing circular arc and transition elements radius and A parameter must also be stored While storing transition curves instead of keying in the A parameter the option to store Radius and length is open A R x 1 In this case at the prompt Radius key in the RxL factor at the prompt Length key in 1 or 1 which is the direction of the curve Left no sign Right When storing roadline data you must ensure that the following combinations do not occur in the data produced by your road design program e Transition Transition Transition e Straight Transition Transition e Transition Transition Straight gt Straight Transition Straight In order to overcome the problems concerning the mathematical solutions of any of the above combinations they can be overcome by defining a radius at the different elements connecting points i e by defining a straight or arc element and placing it between the elements in question These pseudo elements need only have a longitudal leng
41. angle offset to the set out point See figure 7 11 on page 7 26 P24 10 18 Rt ofs Geodimeter CU Software 7 25 7 P24 RefLine Calculated height for the set out point P24 10 18 SHT ENT The instrument switches to TRK mode When dHA the instrument is pointing in the direction of the set out point As soon as the prism comes within the measurement beam you will se dHD remaining Press ENT to see the values for radial and right angle off sets or press REG to register the point y NES Setout point Radofs i Radofs Reference Line RT ofs Figure 7 11 Offset definitions set out with Radofs RT ofs 7 26 Geodimeter CU Software Setout With Radofs Rt ofs When the radial offset right angle offset and dHT are 0 00 the correct lateral set out point position and height have been set out See figure 7 12 on page 7 27 for offset definitions TRK P24 10 18 Radofs RT ofs dHT Press REG to register the set out deviations see figure 7 12 on page 7 27 or press ENT to see the coordinates of the set out point ENT TRK P24 10 18 dN dE dELE u NES Y RT ofs lt me Z Radofs Keyed in Radofs ae E A Y i s i E E etout point e RTOf Keyed in RT ofs x a pa HRadots a Reference line gt Instrument Figure 7 12 Offset definitions set out mode Geodimeter CU
42. can be done via menu 13 The point is now set out Press ENT to check the points coordinates and deviations to the theoretical set out point Switch to STD or D bar mode to check the point more accurately TRK P23 10 17 dHA 0 0000 dHD 0 00 dHT 0 000 Note Rotate the instrument with servo If you press pi without measured distance ELE the height at the theoretical set out point If you press H with measured distance ELE the height at the measured set out point If you press H longer than 1 sec with measured Geodimeter CU Software 6 7 6 P23 SetOut distance ELE the height at the theoretical set out point TIT Y 777 dELE dHT e Set out point dELE Y dHT When the radial offset right angle offset and dHT are 0 00 the correct lateral set out position and height have been set out TRK P23 10 18 Radofs 0 00 RT ofs 0 00 dHT 0 000 ENT Note Skip point Ifyou have difficulties to set out the point the program will give you a opportunity to skip it Turn the instrument away from the prism when HA and dHA are displayed and press Reg The question Skip Point will be displayed Answer YES to this question and the program will continue with the next setting out point When you press REG these are the three values which are stored in the memory e deviations from the correct set out point coordinates Press REG to record deviations or 6 8 Geodimeter CU Software How
43. data Then press ENT ENT Note Displayed if Job Mem is switched on MNU61 Activate the device you wish for storage of the Job file by choosing the appropriate number 1 2 or 3 P23 10 17 1 Imem off 2 Xmem on 3 Serial off ENT Note Only displayed if Job Mem is switched on MNU61 Geodimeter CU Software 6 3 6 P23 SetOut This was the Station No you entered in program 20 Station Establishment Press ENT If no station establishment has been made P23 will automatically propose establishment of a known or free station P20 when you press ENT See page 3 2 P23 10 17 Stn 1000 ENT Note Only displayed if Stn is switched on MNU61 Key in the Area file number in which the set out point coordinates are stored and press ENT ENT Choose what type of device in which the points are stored If heights are to be set out next question would be SH Note Signal Height 6 4 Geodimeter CU Software How to use If you have entered a Pcode for the set out point you can enter the desired Pcode here The program will then seek for the point with that Pcode If you have no Pcode just leave the line blank and press ENT ENT The program suggests the first point in the Areafile Accept it or key in the point number at which you wish to begin with your setting out task In this exam
44. difference in height from the Centre line and possibly a radius If a point has a radius and there is another point further on these two points are joined together with an arc irrespective of the direction of the tangent The tangent direction for the radius in the starting point is defined by the direction for the previous line If no start direction exists the arc will get the start direction 0 i e horizontal direction A radius turning upwards shall be given a positive sign and a radius turning downwards a negative sign Geodimeter CU Software 16 19 16 P39 RoadLine 3D Ll Ll Centre line R Slope 4 L0 HO H4 L1 L2 L3 L4 An example of the road profile is shown in the figure above L Distance from the centre line H Height difference from the Centre line R Radius of circle arc The number of break points that can be used to describe the cross section is limited to 12 per road half Ifthe first Centre line offset is not equal to zero it is assumed that the first point lies at a height of zero on the centre line It is not necessary to describe point codes for all point but the point code is of great help if you wish to search for a specific point by name Separate tables are used to describe which cross sections are to be used along a certain part of road These cross section descriptions will only describe one road half only and can then be used to describe both the left and right road halves 16 20 G
45. element will be stored as a straight line P29 10 19 Sect 3297 592 Roadline end YES Note The last element must be a straight line You are now returned to the program PO STD PO 10 19 HA 266 9930 VA 110 1425 You have now stored all roadline data in Area file 100 the stored data are the different types of roadline elements section no and coordinates Now it s time to check the keying in and geometrical solutions of the different roadline elements with the help of function CHECK Geodimeter CU Software 12 13 12 P29 RoadLine P29 2 Check Choose program 29 STD PO 10 19 HA 392 9095 VA 102 8955 3 EM EM ES Let us select the control function CHECK Press 2 Roadline 10 19 1 Store 2 Check 3 Setout Select in which device roadline data is stored In this example it is in the internal memory Sel device 10 19 1 Imem 2 Xmem 12 14 Geodimeter CU Software How to use Key in the name of the Area file you wish to check P29 10 19 ENT The program check each element stored in Area file P29 10 19 Elem 1 Diff ENT Note A comparison with the total longitudinal centre line measurement of each individual section is carried out If the final result gives an error message one or more elements contain errors in which curve length errors are 20mm Re check the r
46. in height to the cross section and press ENT P39 10 17 Layer Info 16 46 Geodimeter CU Software Store Do you wish to continue defining more layers for the current section you press ENT Otherwise press NO In this case we press NO P39 10 17 more Press 1 more if you wish to continue defining layers for other sections or 2 Ready if you are finished P39 10 17 1 more 2 Ready Key in a end section station for the keyed in layer in layer data and press ENT This can however be blank that means that the latest layer definition is valid for the remainder of the road P39 10 17 Geodimeter CU Software 16 47 16 P39 RoadLine 3D Length Table Swedish railways use a special section definition Each section is described as an even kilometre figure Ifa railway track is modified e g shortened the kilometre figures does no longer correspond with the actual track length This is where the length table comes in use Here label 80 which in all other RoadLine applications stores section Sect data is now used for storing the kilometre figure of the length table RoadLine section is now stored in label 35 instead The length table must always be stored with the file extension 8 are This will be done automatically when keying in length data from a Geodimeter CU All kilometre data about the length table is stored in label 80 All other Roadline section data
47. is set to ON the keying in of a numerical point code in e g an U D S will automatically result in the equivalent alpha alphanumerical point code being displayed in the instrument its correctness is confirmed by pressing ENT If wrongly keyed in the point code can be overwritten without having to clear the wrongly chosen one with the CL key There are however some occasions where operators are very experienced and have been working with only numeric Pcodes on field cards for years On this occasion the Pcode switch can be switched off The instrument will always adopt the last chosen ON OFF mode at switch on The status of the switch can also be seen when keying in one s first point code number in a U D S i e if the point code s equivalent alpha title is seen in the display after keying in Geodimeter CU Software 20 3 20 P45 Pcode the numeric code and pressing ENT then the switch is set to ON Note In order to correct any wrongly keyed in point code alpha title so that it corresponds with its numerical point code value it is necessary to recreate it with the help of Pcode The changing and deletion of wrongly keyed in data and the insertion of a new can of course be carried out with EDIT if you have access to this software in the instrument Auto dup auto incr decr label types When using the Auto dup auto incr decr feature with Pcodes in U D S s wrongly keyed in values can be changed without the prompt and its respect
48. label types is more easily understood when you start to create your own U D S s together with the help of the following examples Standard Labels The label list containing Label 0 83 possess certain functions in Geodimeter CU operation While creating U D S s the operator can change the prompt text P41 but Geodimeter CU Software 17 3 17 P40U D S the function of the label will remain the same Labels 84 99 are reserved for arbitrary use by the user and can be defined with the program 41 Set Label Due to the flexibility of the system almost all label types can be used with all labels In PO the only valid are 2 6 7 8 Info 41 is shown if a wrong label type is used Label Types The label type determines the function of the label No Label Type Description 0 10 Registration Prompting label Set Duplicating auto or man In decrementing auto or man Loop repeat END Single Program END Link Program END View label Call U D S program Logon Collect values directly from the instrument Enter data manually Set values directly in the instrument Display both prompt and the last registered value Automatic in decrementing of the previously stored value Return to the U D S to the first program step Return to the U D S to PO Link the present U D S to another U D S View a value Start another Choose memory unit and Job file Can not be stored
49. looking for press ENT Imem Job 16 05 Job no 13 Beg End lt gt ENT Geodimeter CU Software 2 17 2 Edit amp View Is this the file to which you want to change Answer YES or NO to confirm Press YES Imem Job 16 05 Change to this Job no 13 YES You are now in the VIEW mode at the top beginning of Job file No 13 Press ENT if you want to EDIT or use the arrowkeys to view the file Imem Job 16 05 Job no 13 Beg End lt gt The above example can of course be done with Area files if you had pressed the Area option in the first display shown on this page Clear Memory Follow the startup instruction described on page 2 3 In this example we choose the external memory Then enter the EDIT mode 2 18 Geodimeter CU Software Examples In order to delete Job no 13 from the memory press DEL Imem Job 16 05 Job no 13 Del Ins Chg Find Here you have a chance to change your mind about total erasure of the file Press YES or NO Imem Job 16 05 Are you sure YES Job no 13 is now deleted from the memory Imem Job 16 05 Job no 0 Beg End lt gt Geodimeter CU Software 2 19 2 Edit amp View View View enables you to retrieve and check data stored in either the external memory card memory and or the internal memory of Geodimeter CU Checking of data is limited to the Job No file in which you are presently working
50. on line with help of the Tracklight 5 As soon as the prism comes within the measurement beam you will see dHD remaining distance to your set out point 6 If you are in robotic mode you can easily translate the dHA and dHD values into Radofs and RT ofs to the point When both these values are 0 the correct lateral set out position is reached 2 Measured point Br Reference e dHD2 object Radofs dHA RT ofs Instrument point Set out point 16 58 Geodimeter CU Software Setout Setout Select program 39 and press ENT 2 EN EN ES Select 3 Setout and press ENT Roadl 3D 10 17 1 Store 2 Check 3 Setout Key in the job file in which you want to store the set out point coordinate deviations ENT Note Displayed if Job Mem is switched on MNU61 Select in which memory unit you wish to store the data and press ENT In this case we select 1 Imem P39 10 17 1 Imem OFF 2 Xmem OFF 3 Serial OFF Geodimeter CU Software 16 59 16 P39 RoadLine 3D Note Only displayed if Job Mem is switched on MNU61 Is this the station you choose when you ran program 20 prior to P39 If no station establishment has been made P39 will automatically start P20 It is impossible to start with setting out before you have established your instrument In this example we accept the station and press ENT STD P39 10 17 Stn 1
51. our free station In this example these are located in Area 2 STD P21 10 17 Area Ea EN Note If you leave the Area file blank you will be able to manually key in point elevation later on Here you decide whether you want to measure instrument point elevation or ground point elevation If IH is given the ground point elevation will be calculated If no instrument height is given the instrument point elevation will be 4 4 Geodimeter CU Software How to use calculated In this example we assign IH 1 7 m Consequently the ground point elevation will be calculated ES EN Ea ES Note This display will not be shown if you have left the Area file blank above IH 1 7m gt SH 1 0 Ground em si 1 0m pomt elevation Give the point number for the first reference point stored in the Area file ENT Note This display will not be shown if you have left the Area file blank above Geodimeter CU Software 4 5 4 P21 Z IZ The elevation is shown for the reference point selected STD P21 10 17 ELE ENT Note If you left the Area file blank earlier you are able to manually key in point elevation Here you give the signal height SH This must be given whether the instrument point elevation or ground point elevation is to be calculated In this example SH 1 0 m EN EN EX
52. the scale factor that has been used scale factor 1 0000 if it is Off Press ENT STD 10 16 S_devxX S_devY SF 1 00000 ENT Here is your calculated station elevation shown if you have chosen to measure heights Here you can also see the standard deviation based on all observations If the standard deviation or difference in elevation in the case of 2 points is too large redo the measurement again without storing the actual STD 10 16 ELE xxxx xxx S_devZ x xxx Geodimeter CU Software 3 43 3 P20 Station Establishment Here you select function 3 Exit Free Stat 10 16 1 Pointlist 2 Recalc 3 Exit This is your old station ground elevation Press YES ENT if you want to replace the old elevation with the new or press No to cancel it In this example we press YES This display will only appear if the station ground elevation has already been determined STD 10 16 ELE xxxx xxx Replace Z YES Now the instrument is orientated Do you want to store the point in an Area file answer this question with YES ENT STD Store YES 3 44 Geodimeter CU Software How to use Key in the name of the Area file in which you want to store the point Then press ENT ENT In which memory unit is your Area file to be stored In our example we are using the internal memory Imem Sel device 10 16 1
53. this case we select 1 Imem P39 10 17 1 Imem off 2 Xmem off 3 Serial off ENT Note Only displayed if Job Mem is switched on MNU61 Is this the station you chose when you ran program 20 prior to P39 If no station establishment has been made P39 will automatically start P20 It is impossible to start with setting out before you have established your instrument In this example we accept the station and press ENT ENT Note Only displayed if Stn is switched on MNU61 Key in the name of the area file in which the roadline data is stored and press ENT 16 80 Geodimeter CU Software Slope Staking Select in what type of device the roadline data is stored In this case we choose 1 Imem Sel dev 10 17 1 Imem 2 Xmem Enter the signal height and press ENT ENT Key in a boning guide stake height if you wish to move up the measured point on the road and press ENT ENT The program checks your chosen roadline Please wait P39 10 17 Roadline check Please wait Geodimeter CU Software 16 81 16 P39 RoadLine 3D Select which section interval you shall have in this roadline and press ENT If you choose this interval when you stored the roadline the program selects that value P39 10 17 Secinc ENT Do you know which section station is closest to the point you are looking for ca
54. time After pressing A M the second time the mean of angular C2 values is stored in the memory of the instrument The rule when measuring angles in this mode is that the same number of sightings must be made in both C2 and C1 Rotate the instrument to C1 position by depressing the A M key in front for approx 2 sec Press Oo in front 5 8 Geodimeter CU Software How to use Approach the target from the other direction using the motion screws Press A M D PO 13 40 HA 123 9965 VA 102 2230 Il 2 I 1 The second C1 angle measurement and indication of completion i e 11 2 is very quickly shown on the display However the values now seen on the display are the final mean horizontal and vertical angle values of the mean of the angles measured in both faces The dH amp dV values displayed are the amounts by which the angles have been adjusted i e half the sum of the remaining horizontal and vertical collimation and pointing errors Now it is time to measure the distance Press A M or REG if length is not to be measured D PO 13 40 HA 123 9965 VA 102 2230 dH 05 dV 03 Geodimeter CU Software 5 9 5 P22 Angle Measuring Distance is continually measured and updated while mean angular values are frozen To view the HD and VD to the point press ENT D PO 13 40 HA 123 9965 ENT To view the N E and ELE of the point ENT To contin
55. type you are able to start another U D S program as a subroutine When the subprogram is finished you return to the next step in the original U D S You can call upon U D S s in max 4 levels otherwise you will get Info 47 Note The labels that are unique in the subprogram will not be reset when you restart the original U D S program 10 Logon Choose in which Job file you wish to store the data when you make a registration This label type can only be accessed when starting the U D S from computer In order to register anything a logon step must be run through otherwise Info 10 will appear when trying to register link or call Geodimeter CU Software 17 7 17 P40U D S Is this how you would like to set up your own program Prog Prompts Label Label Remarks No used in No Type U D S 1 Program generation of general project Job data program Logon 10 YES Operat 53 3 Value seen accept or key in new Date 51 3 Value taken directly from instrument Time 52 3 Temp 56 1 Prompted for and keyed in Press 74 1 End 79 6 Single program return to PO 2 Program generation of inst stn Ref Obj data program Logon 10 YES Stn 2 1 Prompted for and keyed in IH 3 1 RefObj 62 1 HA ref 21 1 End 79 7 Link this program to Prog 3 3 Program generation of survey point data program Pno 5 4 Incr decr value seen accept or key in new Pcode 4 3 Duplicated value seen accept or key in new SH 6 3 HA 7 0 Value take
56. 0 17 HT measure YES Note Only shown if your coordinates includes ELE This is your old station ground elevation Press YES ENT if you want to replace the old elevation with the new or press NO to cancel it In this example we press YES This display will only appear if the ground elevation has already been determined Geodimeter CU Software 3 19 3 P20 Station Establishment 10 18 ELE x xxx Replace Z YES Enter your instrument height IH For example 1 75 EN EN EA EN ES Note Only shown if your coordinates includes ELE Key in the Pno of your reference object For example 1102 EN EA fo EF ES Key in the name of the Area file in which you have stored your reference object If you leave the line blank you will 3 20 Geodimeter CU Software How to use have the opportunity to enter the coordinates manually in the same way as for the station coordinates Ee ES Are your coordinates correct Press YES to accept them If you press No you return to the question Refobj If they have to be changed use Edit or P43 Enter Coordinates We will continue by accepting them Ref ok N xxxx E xxxx ELE xx YES Note Only displayed if Confirmed is switched on MNU 61 Enter the signal height SH and press ENT 10 18 SH 0 000_ ENT
57. 000 Grade 100 000 9 12 Geodimeter CU Software CHAPTER P27 Moving Coordinates Forward Menea in danna 10 2 How tO US Ercilla tik ccd bacilo ainda 10 3 Foresight Measurement occcccccncoccccconononcncncnnanoncncnnnnnns 10 9 Other Measurement 0cc cece cceeecee ee eeeeeeeessaeeeeeanees 10 11 Registered Data ooooonicccnnnnncccccnnnccorcccnn cnn nccananaro ronca 10 19 10 P27 Moving Coordinates Forward In General Moving coordinates forward is a program for moving coordinates forward from a known station Please note that no calculations will be performed but the program will store everything in the memory for later PC processing 10 2 Geodimeter CU Software How to use How to use EN Ea ES Here you key in the number or name of the job file in which you wish to store your traverse data A list of data stored in the selected job file can be seen on page 10 19 select for example Job no 2 EN EN Note Displayed if Job Mem is switched on MNU61 Where will you store your job file Choose a suitable memory unit by indicating 1 2 or 3 for activation deactivation Then press ENT Here we have chosen to work with the internal memory P27 10 16 1 Imem off 2 Xmem off 3 Serial off ENT Note Only displayed if Job Mem is switched on MNU61 Geodimeter CU Software 10 3 10 P27 Moving Coordinates Forward K
58. 10 17 HA 391 2341 HD 4 641 VD 0 226 The program checks if the point lays close to any of the roadline sections If no section is found INFO 32 will 12 32 Geodimeter CU Software How to use appear The maximum distance between the point to measure and the nearest roadline section is 1 000m STD P29 10 17 Wait The point lays 16 891 meters from roadline section 804 318 If this is ok press YES If you answer NO the program will check if the point lays close to any other section STD P29 10 17 Sect 804 318 CL ofs 16 891 Ok YES Here you have the opportunity to choose a Pcode for the measured point If you leave the line blank no Pcode will be stored and the question will not appear for the next point STD P29 10 17 Pcode HOUSE Geodimeter CU Software 12 33 12 P29 RoadLine The program is now in theodolite mode If you want to exit the program to program 0 press the program key and then 0 STD P29 10 17 HA 39 897 VA 120 899 12 34 Geodimeter CU Software CHAPTER 15 MC AT 13 2 How 10 USO nistodcstanddccn ncedacutiatdd a labio ideas 13 3 P30 Measure Coordinates 13 P30 Measure Coordinates In General With Program 30 Measure Coordinates you can measure and store your coordinates directly to an Area file 1 e you don t have to store the coordinates in a Job file and then transfer them to an Area file The coordinates
59. 108 Geodimeter CU Software Reference Point The program suggests a section station on the roadline Accept this section station with ENT or press NO to look for another section station ENT Select an even section station or accept the suggested section station In this case we accept the suggested section station with ENT ENT If you know which section is closest to the point cont If you have keyed in the point code for the definition point the program suggests a centre line offset Otherwise you will have to key in the correct centre line offset Press ENT or key in a new value Geodimeter CU Software 16 109 16 P39 RoadLine 3D Is the definition point data OK If so press ENT otherwise press NO In this case we press ENT Ok P39 10 17 Sect Cl ofs Pcode ENT Key in a number for the reference point Aim at the prism and press A M to start the measurement STD P39 10 17 HA VA When the prism has been found press REG to register the measurement STD P39 10 17 HA VA SD 16 110 Geodimeter CU Software Reference Point Here you can see the correct bearing for the measured point the distance and the difference in height from the reference point Press ENT to accept this or NO to ignore Ok P39 10 17 HA HD dELE ENT Do you wish to measure more r
60. 2 3 4 Geodimeter CU Software In General Free station establishment using 3 10 known points the following combinations are possible 1 Angles distances 2 Only angles But note that three points alone will not provide enough data to be able to calculate an optimal solution that is they will not give a standard deviation Note If only 3 angles are used try to establish within the triangle in order to avoid the dangerous circle JN Figure 3 2 Free station establishment Geodimeter CU Software 3 5 3 P20 Station Establishment In free station establishment with two known points the following is valid 1 Angles and distances Figure 3 3 Free station establishment with 2 known points Eccentric Station With Eccentric station distance and angles will be measured to one point and to the second point only angles will be measured like a church tower 1 Always measure the points clockwise 2 Only two points can be used 3 4 The HA difference must be less than 200 grads 180 A distance can only be measured towards one of the objects 3 6 Geodimeter CU Software How to use How to use The examples that follow deal with three kinds of station establishment Known Station Known Station and Free Station It is assumed that you are familiar with the operation of your Trimble instrument Switch on the instrument and go step by step through program 0 until you are in
61. 39 3 P20 Station Establishment Point List In this example we will take a closer look at the point list which is obtained after you have established your free station here we assume that the point list has been activated under Config The point list allows you to look at and deactivate any deviations there may be for each point The deviations are displayed as dev radial deviation and RT ofs Radofs right offset and radial offset We ll select point 1 Free Stat 10 16 1 Pointlist 2 Recalc 3 Exit Here you can look at 1 dev radial deviation If there is a major radial deviation you can make a more detailed analysis by selecting 2 RT ofs Radofs See Detailed analysis by selecting 2 RT ofs Radofs page 3 41 Free Stat 10 16 1 dev 2 RT ofs Radofs 3 40 Geodimeter CU Software How to use Here the radial error is displayed for point no 1 For an explanation of dev see page page 3 52 By pressing ENT you can check the radial errors for all the points ENT Continue How to use the point list cont on page 3 42 Detailed analysis by selecting 2 RT ofs Radofs This is the difference in distance that is how much to the left value or right value your theoretical point lies relative to your measured point see figure 3 7 page 3 52 Select activation deactivation and then press ENT Pno 1 RT ofs x xxx on o
62. 44 Slope Up Down 16 36 Geodimeter CU Software Store Type Label Description Camber with 80 Section Station an offset 83 Centre line offset Distance from the Centre line to where the road profile should slope 44 Slope Up Down Example of an areafile with camber super elevation data 80 80 000 44 0 01 80 180 83 1 5 44 0 03 80 1250 44 0 01 80 1800 Store Camber Super elevation data Select program 39 and press ENT 2 EN EN ES Geodimeter CU Software 16 37 16 P39 RoadLine 3D Select 1 Store and press ENT Roadl 3D 10 17 1 Store 2 Check 3 Setout Ee ES Since it is camber data you will store select 5 Camber Super elevation Store P39 10 17 4 Cross section 5 Camber 6 Layer Key in the name of the areafile in which you wish to store camber super elevation data and press ENT 16 38 Geodimeter CU Software Store Select in which memory unit you wish to store camber super elevation data In this case we select 1 Imem Sel dev 10 17 1 Imem 2 Xmem Here you can select which road half you shall define right or left Press ENT to accept or NO to select left ENT Note Pressing NO when the left alternative displayed means that the program jumps to the previous menu The areafile will automatically get the extension 6 if you select right o
63. 5 17 P40U D S accepted The first time you key in the label when you run the U D S you are able to choose if the incrementation decrementation should be automatic or not If so the next time you enter this program step the label is automatically incremented decremented and stored without being displayed Note When using Autodup or Autoincr decr Sometimes you are able to change the invisible values during a U D S sequence by using the function key and enter a new value for the label e g F6 ENT SH 1 0 ENT 5 Loop repeat END Choice of this label type will automatically return the U D S to the first program step after registration of the last data items in the measurement sequence 6 Single Program END Choice of this label type will return the U D S to program 0 after registration of the last data items in the measurement sequence 7 Link Program END Choice of this label type will link the present U D S to another U D S of the operators choice allowing the field operation to be registered as one complete sequence Note that in the linked U D S the logon procedure will not be run 8 View Label This label type is used when you wish to look at certain values without changing them Useful if you have Auto dup Auto inc Note that the values will only show if you 17 6 Geodimeter CU Software In General have a measured distance Change any value with the function key 9 Call U D S If you choose this label
64. 55 Job Mem In General Program 55 will enable the operator to change job name and select memory device to store the job When a program is started the operator is prompted to key in the job name and select memory if Job Mem has been activated in MNU 6 1 If Job Mem has been deactivated in MNU6 1 then program 55 offers a fast way to change job name and or memory device 22 2 Geodimeter CU Software How to use How to use Select program 55 STD PO 16 12 HA 22 9253 VA 108 5321 Eo ES KA Eu The program will suggest the latest job name press ENT to accept or key in a new name for the job file ENT Select in which memory you want to store the job file Press ENT to return to program 0 P55 16 12 1 Imem on 2 Xmem off 3 Serial off ENT Geodimeter CU Software 22 3 22 P55 Job Mem 22 4 Geodimeter CU Software S gt Trimble Trimble Engineering and Construction Division 5475 Kellenburger Road Dayton Ohio 45424 U S A 800 538 7800 Toll Free in U S A 1 937 233 8921 Phone 1 937 233 9004 Fax www trimble com
65. 7 65 76 76 WALL see the ASCII table Geodimeter CU Software 20 5 20 P45 Pcode Continue to create your Pcode library in this way until you have stored all the alpha titles you need When you are finished press ENT to return to PO P45 10 16 Pcode 2 Pcode in U D S and other programs You have now stored in the memory of the instrument the necessary alpha titles of most types of survey detail you require to survey in during your tacheometric task As soon as you have established your instrument over the survey station at which the survey measurements shall be carried out you can take advantage of the alpha and alphanumerical Pcodes stored in your Pcode library When in the U D S the sequence prompts for the point code corresponding to the type of survey detail which is to be measured and stored all you do is key in the relevant Pcode s numerical value After its display confirmation of its correctness is done by pressing ENT on the instrument keyboard Storage into Geodat or any other external device is finalized by pressing the REG key of the instrument after the point has been measured Note The numeric value of the point code is stored not the title Pcode can be entered directly in the following programs 20 6 Geodimeter CU Software How to use Program 22 Angle Meas Program 45 Program 23 Pcode SetOut Program 24 RefLine Program 29 RoadLine 2D Program 39 RoadLine 3D Geo
66. 72 MiASULS csiscsocccacanad inaacesseunvelesseccassbeosbasheoshersegiesevaestse 16 72 Slope Staking iii ae 16 78 Slope Stakes NN 16 79 Reference POlMt cccooccccnnccccncccnnnncnoncncnon cc nana no nanannnnnnns 16 86 Reference Point Setout connoncconnccnnonanannnnicinanananess 16 88 Reference Point Measure 16 104 Registered Data ooocccccccccccnncnnnnnnnonnnnnnninnninnninnnnos 16 113 P40 U D S A enna eee eter rere eee ene 17 2 Program Generation cccccccesccesseeceeeseestecsteeseeeeeeeees 17 3 Creation Of U D 8 S 0 ccccccccsosssrcsccsssssscccessovsensonecesess 17 3 Standard Labels c cccccsssccccscssssssscccesssssssteesescsevese 17 3 Label Pesos canarias 17 4 HOW tO USO aciei ada 17 10 U DiS Examples vice acess aneientir dudes ci 17 14 Choice of Storage Unit ccecccsccesceeseeeteesteeseeees 17 17 Table of Contents 18 19 20 21 22 P41 Define Label ME A EET 18 2 HOW 10 USC AEA E EAEE AEA AENEA ET 18 3 P43 Enter Coordinates General meere lid aa 19 2 HOW 10 US Su A a toda ee a 19 4 P45 Pcode MA A a a a a AAAA 20 2 AAA e a aa 20 5 P54 File Transfer KE E A ANAE E E E E 21 2 HOW tO USB E Ea EEE EAEE EETA 21 3 P55 Job Mem In Generals avicieGenncariie ai a Aner EE 22 2 HOw TO USA el re e a 22 3 Welcome to Geodimeter CU This manual will describe the different softwares that can be installed in Geodimeter CU Since Geodimeter CU have flexible
67. 900 Pno 5 2000 Info 0 S_devHA 0 0010 Pcode 4 2 Info 0 S_devVA 0 0004 SH 6 1 453 Info 0 S_devSD 0 0000 HA 7 0 0021 Info 0 REDUCED VA 8 102 2819 Pno 5 2000 SD 9 244 9033 Pcode 4 2 Pno 5 2001 SH 6 1 453 Pcode 4 2 HA 7 0 0000 SH 6 1 526 VA 8 102 2814 HA 7 6 8596 Pno 5 2001 VA 8 101 1070 Pcode 4 2 SD 9 372 2901 SH 6 1 526 Pno 5 2001 HA 7 6 8572 HAII 17 206 8614 VA 8 101 1069 VAII 18 298 8936 SD 9 372 2900 SD 9 180 9999 Info 0 SORTED Pno 5 2000 Pno 5 2000 HAII 17 200 0037 Pcode 4 2 VAII 18 297 7190 SH 6 1 453 SD 9 120 1256 HA 7 0 0021 Pno 5 2000 VA 8 102 2819 HA 7 100 0016 SD 9 244 9033 VA 8 102 2813 HAII 17 200 0037 SD 9 244 9033 VAII 18 297 7190 Pno 5 2001 SD 9 201 8769 HA 7 106 8588 HA 7 100 0016 VA 8 101 1071 VA 8 102 2813 SD 9 372 2900 SD 9 244 9033 Pno 5 2001 HAII 17 300 0037 HAII 17 306 8603 VAII 18 297 7183 VAII 18 298 8926 SD 9 201 8876 SD 9 111 0009 Pno 5 2001 Pno 5 2000 Pcode 4 2 HAII 17 300 0037 SH 6 1 526 VAII 18 297 7183 HA 7 6 8596 SD 9 145 9997 VA 8 101 1070 Info 0 RESULT SD 9 372 2901 Pno 5 2000 HAII 17 206 8614 Pcode 4 2 VAII 18 298 8936 SH 6 1 453 SD 9 300 4655 HA 7 0 0028 HA 7 106 8588 VA 8 102 2814 VA 8 101 1071 SD 9 244 9033 SD 9 372 2900 Info 0 S_devHA 0 0011 HAII 17 306 8603 Info 0 S_devVA 0 0004 VAII 18 298 8926 Info 0 S_devSD 0 0000 SD 9 344 8777 Pno 5 2001 only in Automatic Pcode 4 2 mode if Distance C2 gt gt gt gt gt gt gt gt gt gt gt gt gt gt gt is c
68. Calculation In General With program 25 you are able to calculate the area and the volume between measured point The program contains three main functions 1 Calc With this function you can calculate the area between measured points in the order they are registered P2 P3 P1 P4 2 Arrange List With this function you can arrange a list of measured points and calculate the area between the points in the order they are arranged in the list P2 a _ a 8 2 Geodimeter CU Software In General 3 Volume With this function you can enter a height for the area and calculate the volume P2 P3 PI Hr Geodimeter CU Software 8 3 8 P25 Area Calculation How to use The Geodimeter is now in program 0 P0 Choose program 25 Area Calc STD PO 13 38 HA 310 8390 VA 98 1720 pro 2 El Here can choose if you want to calculate the area in the order the points are measured 1 Calc or if you want to arrange the points in a different order and calculate that area Here we choose 1 Calc P25 13 38 1 Calc 2 Arrange list Key in the Job file in which the measured points are stored and press ENT ENT Note Displayed if Job Mem is switched on MNU61 8 4 Geodimeter CU Software How to use In which memory unit is the Job file located In this example itis in the internal memory Press 1 Sel device13 38 1 Imem 2 Xmem
69. D The program suggests a section station on the roadline Accept this section station with ENT or press NO to look for another section station STD P39 10 17 Sect Ok ENT Select an even section station or accept the suggested section station In this case we accept the suggested section station with ENT STD P39 10 17 Sect ENT If you know which section is closest to the point cont If you have keyed in the point code for the definition point the program suggests a centre line offset Otherwise you will have to key in the correct centre line offset Press ENT or key in a new value STD P39 10 17 Cl ofs 16 94 Geodimeter CU Software Reference Point Is the definition point data OK If so press ENT otherwise press NO In this case we press ENT Ok P39 10 17 Sect Cl ofs Pcode ENT Key in a number for the reference point you are going to set out ENT Key in the distance that is valid between the definition point and the point you are going to set out and press ENT ENT The program automatically adopts TRK mode Aim to the prism to start the measurement TRK P39 10 17 HA dHA Geodimeter CU Software 16 95 16 P39 RoadLine 3D As soon as the prism comes within the measurement beam you will see dHD i e how much you must change the horizontal distance from the instrument
70. D VD No 5 Set transit Yes 6 Aim offset Yes ENT Geodimeter CU Software 14 5 14 P32 Angle Measurement Plus 6 Enable this if you want the instrument to point beside each point so that you can do the fine adjustment yourself only servo 7 Enable this if you want a new horizontal angle for every set according to the formula 200 grads 180 no of series Switches 10 17 7 Adjust HA Yes 8 Maxmin No ENT 8 Enable this if you want to get the difference between the highest and lowest measured value In other case you will get the standard deviation Enter the number of points 2 10 in the set and press ENT P32 10 17 No of points 2 ENT Key in the number of repeated measurements you wish to perform and press ENT P32 10 17 No of series 2 ENT 14 6 Geodimeter CU Software How to use Choose 1 Automatic and you ll only have to aim once at the target then the program will automatically switch face and perform the number of remeasurements you set In this case we will choose 2 Manual P32 10 17 1 Automatic 2 Manual See page 14 19 for 1 Automatic Choose which mode you wish to measure in STD or D bar Select normal or high resolution in this case we will select normal Note This display will only appear if you have a Trimble 5601 Geodimeter CU Software 14 7 14 P32 Angle Me
71. E ES ES Key in the number or name of the Job file in which you wish to store data about your reference line A list of data stored in the selected Job file can be seen on page 7 34 P24 10 15 Job no ENT Note Displayed if Job Mem is switched on MNU61 Geodimeter CU Software 7 5 7 P24 RefLine Choose in which memory unit you wish to store your Job file Activate deactivate a memory unit by pressing its corresponding key number and ENT P24 10 15 1 Imem off 2 Xmem off 3 Serial off ENT Note Only displayed if Job Mem is switched on MNU61 Known Line Choose 1 if you have already stored the coordinates for the points in the reference line or choose 2 to measure them See Unknown line on page 7 14 In this example we choose 1 since we already have stored the points P24 10 16 1 Know Line 2 Unknown Line If no station establishment has been made P24 will automatically propose a new station establishment that is 7 6 Geodimeter CU Software Known Line P20 StnEst when you press ENT In this example we will continue by accepting the suggested station Press ENT P24 10 16 Stn ENT Note Only displayed if Stn is switched on MNUG6 1 Key in the name of the Area file in which we have stored the points whose coordinates are known which we shall be using to establish our reference line
72. ES Now you are able to store the centre line offset 0 centreline P29 10 17 cl ofs EM ES Answer YES to this question if you have more values to store in our example 5m 10m to the left and 5m 10m to the right When all offset values are stored answer NO to the question P29 10 17 more Geodimeter CU Software 12 19 12 P29 RoadLine The program checks that the element combinations shown on page 12 3 do not occur Wait STD PO 14 32 Roadline check Wait The program suggests the first section in the Area file but can easily be changed to any value In this example we accept the value press ENT P29 10 17 Sect 399 990 ENT The program is presenting the centreline for the first section if ok press ENT otherwise you will have the opportunity to select another offset value Press ENT P29 10 17 cl ofs 0 00 12 20 Geodimeter CU Software How to use Is the setting out data for the first section ok Press YES The instrument adopts the TRACKING mode automatically P29 10 17 Sect 399 990 cl ofs 0 00 ok YES The countdown zero method The instrument should be rotated to the right 170 3595 degrees Left Right This is called the count down to zero angle method See page 12 21 for the radial right angle method TRK P29 10 17 HA 129 8210 dHA 170 3595 Wh
73. Geodimeter CU 2 gt Trimbl www trimble com 4 rim e Geodimeter CU User Guide Part 2 Version 03 00 gt m Part Number 571 702 001 D Trimble June 2005 al Corporate Office Trimble Navigation Limited 5475 Kellenburger Road Dayton Ohio 45424 1099 U S A 800 538 7800 Toll Free in U S A 1 937 233 8921 Phone 1 937 233 9441 Fax www trimble com Copyright and Trademarks Copyright O 2001 2005 Trimble Navigation Limited All rights reserved Geodimeter Tracklight and Trimble are trademarks of Trimble Navigation Limited registered in the United States Patent and Trademark Office The Globe amp Triangle logo and Autolock are trademarks of Trimble Navigation Limited All other trademarks are the property of their respective owners Release Notice This is the June 2005 release version 03 00 of the Geodimeter CU User Guide part 2 part number 571702001 It applies to the Geodimeter CU Control Unit The following limited warranties give you specific legal rights You may have others which vary from state jurisdiction to state jurisdiction Hardware Limited Warranty Trimble Navigation Limited warrants that this hardware product the Product will perform substantially in accordance with published specifications and be substantially free of defects in material and workmanship for a period of one 1 year starting from the date of delivery The warranty set forth in this pa
74. How to use This is a switch key you can choose if you want to store A param or if you want to store Radius and Length In this case we choose 1 Clothoid 10 17 1 A param 2 Radius Length Key in the first Section No for the roadline In this example we key in 399 990 and ENT P29 10 17 Sect 0 000_ ENT Key in the Northing value of section No 399 990 In this example it is 13751 63 P29 10 17 Sect 399 990 N Geodimeter CU Software 12 11 12 P29 RoadLine Key in the Easting value of section No 399 990 In this example it is 20872 790 P29 10 17 Sect 399 990 E ENT Select type of roadline element Straight Arc or Roadline end by pressing NO until the correct element type is displayed Accept the type by answering YES In this example we choose ARC P29 10 17 Sect 399 990 Arc YES Key in the radial dimension in our example 1400 After you have pressed ENT a beep signal will be heard The roadline data for section 399 990 are now stored in Area file 100 P29 10 19 Sect 399 990 Radius 12 12 Geodimeter CU Software How to use Key in the next section point and repeat the above instructions In this example we key in 770 023 and ENT P29 10 19 Sect 0 000 _ ENT When you are selecting the last roadline element select Roadline end Roadline end YES means that the last
75. IMBLE BECAUSE SOME STATES AND JURISDICTIONS DO NOT ALLOW THE EXCLUSION OR LIMITATION OF LIABILITY FOR CONSEQUENTIAL OR INCIDENTAL DAMAGES THE ABOVE LIMITATION MAY NOT APPLY TO YOU NOT WITHSTANDING THE ABOVE IF YOU PURCHASED THIS PRODUCT OR SOFTWARE IN THE EUROPEAN UNION THE ABOVE WARRANTY PROVISIONS MAY NOT APPLY PLEASE CONTACT YOUR DEALER FOR APPLICABLE WARRANTY INFORMATION Notices Class B Statement Notice to Users This equipment has been tested and found to comply with the limits for a Class B digital device pursuant to Part 15 of the FCC rules These limits are designed to provide reasonable protection against harmful interference in a residential installation This equipment generates uses and can radiate radio frequency energy and if not installed and used in accordance with the instructions may cause harmful interference to radio communication However there is no guarantee that interference will not occur in a particular installation If this equipment does cause harmful interference to radio or television reception which can be determined by turning the equipment off and on the user is encouraged to try to correct the interference by one or more of the following measures Reorient or relocate the receiving antenna Increase the separation between the equipment and the receiver Connect the equipment into an outlet on a circuit different from that to which the receiver is connected
76. ION PRODUCTION INSTALLATION OR DISTRIBUTION INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE TITLE AND NONINFRINGEMENT THE STATED EXPRESS WARRANTIES ARE IN LIEU OF ALL OBLIGATIONS OR LIABILITIES ON THE PART OF TRIMBLE ARISING OUT OF OR IN CONNECTION WITH ANY PRODUCTS OR SOFTWARE SOME STATES AND JURISDICTIONS DO NOT ALLOW LIMITATIONS ON DURATION OR THE EXCLUSION OF AN IMPLIED WARRANTY SO THE ABOVE LIMITATION MAY NOT APPLY TO YOU TRIMBLE NAVIGATION LIMITED IS NOT RESPONSIBLE FOR THE OPERATION OR FAILURE OF OPERATION OF GPS SATELLITES OR THE AVAILABILITY OF GPS SATELLITE SIGNALS Limitation of Liability TRIMBLE S ENTIRE LIABILITY UNDER ANY PROVISION HEREIN SHALL BE LIMITED TO THE AMOUNT PAID BY YOU FOR THE PRODUCT OR SOFTWARE LICENSE TO THE MAXIMUM EXTENT PERMITTED BY APPLICABLE LAW IN NO EVENT SHALL TRIMBLE OR ITS SUPPLIERS BE LIABLE FOR ANY INDIRECT SPECIAL INCIDENTAL OR CONSEQUENTIAL DAMAGES WHATSOEVER UNDER ANY CIRCUMSTANCE OR LEGAL THEORY RELATING IN ANY WAY TO THE PRODUCTS SOFTWARE AND ACCOMPANYING DOCUMENTATION AND MATERIALS INCLUDING WITHOUT LIMITATION DAMAGES FOR LOSS OF BUSINESS PROFITS BUSINESS INTERRUPTION LOSS OF BUSINESS INFORMATION OR ANY OTHER PECUNIARY LOSS REGARDLESS WHETHER TRIMBLE HAS BEEN ADVISED OF THE POSSIBILITY OF ANY SUCH LOSS AND REGARDLESS OF THE COURSE OF DEALING WHICH DEVELOPS OR HAS DEVELOPED BETWEEN YOU AND TR
77. Key in the name of the Area file in which you want to store the point Then press ENT P20 10 21 ENT In which memory unit is your Area file to be stored In our example we are using the internal memory Imem Sel device 10 16 1 lImem 2 Xmem Note See next page for a list over the data that can be stored in the selected Job or Area file 3 48 Geodimeter CU Software How to use Pointlist ON Job File Area File Pno 5 Pno Stn 5 SH 6 N 37 Coord 37 38 39 E 38 Raw data 7 8 9 S_dev 46 Scale factor 1 if OFF 0 ELE 39 Weight s if OFF 0 Info S_dev_Z 0 dHA 45 S_dev 46 Info S_dev_Z 0 Stn no 2 Stn coordinates 37 38 39 RefObj Blank 62 RefObj coordinates 0 000 37 38 39 HA_ref 21 HD 0 11 IH 3 dHA correction value of the calculated bearing orientation which is normally a low figure Here are the data that can be stored in the Job or Area file you have chosen if you have deactivated the point list in the configuration routine Geodimeter CU Software 3 49 3 P20 Station Establishment Free Station Configuration In this example we will describe in greater detail the routine in the free station establishment program called Config This option can only be accessed when starting the program with a long press on the PRG key see page page 1 2 Press 1 to start the program or select 2 to configurate the program In this example we press 2 Co
78. Let us select start the measuring Press 4 Roadline 10 17 1 Store 2 Check 3 Setout Key in the number of the Job file in which you want to store the measured point coordinate deviations ENT Note Displayed if Job Mem is switched on MNU61 12 30 Geodimeter CU Software How to use In which memory device to you want to store the Job file In this case we choose 1 the internal memory and Press ENT P29 10 17 1 Imem off 2 Xmem off 3 Serial off EN ES Note Only displayed if Job Mem is switched on MNU61 Is 1 your station As station establishment was done prior to P29 this station will be proposed now If no station establishment has bees made P29 will automatically propose establishment when you press ENT ENT Note Only displayed if Stn is switched on MNU61 Choose in what type of device in the roadline data is stored In this example we have stored the roadline data in Imem Sel device 10 17 1 Imem 2 Xmem Geodimeter CU Software 12 31 12 P29 RoadLine In which area file are the roadline data stored ENT The instrument is now in theodolite mode Aim at the first point and press A M to start measurement STD P29 10 17 HA 76 5600 VA 86 5555 Press the REG key to check the points location according to the roadline STD P29
79. NO you return to the question Refobj If they have to be changed use Edit or P43 Enter Coordinates We will continue by accepting them Ref ok N xxxx E xxxx ELE xx ENT Note Only displayed if Confirmed is switched on MNU 61 Geodimeter CU Software 3 13 3 P20 Station Establishment Aim at your reference object Then press the A M key 10 18 Aim to refobj Press A M HAref is the calculated bearing between the station point and the reference pint If you wish to check the distance to the reference object press ENT Otherwise press REG to store the station establishment STD P20 10 18 HA ref xx xxxx HA XX XXXX Reg Exit ENT If the reference object is marked with a reflector you can also check the horizontal distance by pressing the A M key Otherwise press REG to store the station establishment STD P20 10 18 dHD dHT REG Exit Note dHT is only shown if height measurement should be determined Here you can compare the calculated distance with the actual measured distance Press REG to store station 3 14 Geodimeter CU Software How to use establishment in the Job file you have chosen see page page 3 29 STD P20 10 19 dHD XXX XXX dHT XXX XXX Reg Exit Note The REG key must always be used if you want to store the station establishment Known Station The instrument is now in theodolit
80. Pcode 3 6 SH 3 7 HA 0 7 HA 0 8 VA 0 8 VA 0 9 SD 0 9 SD 0 79 END 5 79 END 5 Prog 5 Survey Prog 6 Survey Label Text Type Label Text Type 5 Pno 4 7 HA 0 7 HA 0 8 VA 0 8 VA 0 9 SD 0 9 SD 0 79 END 5 79 END 5 Geodimeter CU Software 17 15 17 P40U D S Recording of raw data and coordinates Prog 8 Survey with Prog 8 Survey with no heights heights Label Text Type Label Text Type 4 Pcode 3 4 Pcode 3 5 Pno 4 5 Pno 4 6 SH 3 7 HA 0 7 HA 0 8 VA 0 8 VA 0 9 SD 0 9 SD 0 37 N 0 37 N 0 38 E 0 38 E 0 79 END 5 39 ELE 0 79 END 5 Prog 10 Survey without heights and Pcode Label Text Type 5 Pno 4 7 HA 0 8 VA 0 9 SD 0 37 N 0 38 E 0 79 END 5 17 16 Geodimeter CU Software How to use Choice of Storage Unit If you press YES or ENT at the question Log on when you create your U D S program you will be able to choose in which memory unit and in what Job file all data will be stored when registering Note If this logon routine is not included Info 10 is shown and no registration can be done even if pressing the REG key Create a subroutine Look at page 17 14 Program 1 is a general U D S program that are useful whenever you want to start a U D S sequence Instead of manually initiating this program you can call upon this program from any of your other U D S programs Simply press ENT and choose type 9 Call Program 1 at the second step in your U D S program
81. Program 43 Program 29 Enter Coordinates RoadLine Program 21 Program 39 ZIIZ RoadLine 3D Program 23 Program 40 SetOut UDS Program 24 Program 61 RefLine CoGo Geodimeter CU Software 19 3 19 P43 Enter Coordinates How to use Switch on the instrument and go through the Start procedure until the instrument is in theodolite mode Select program 43 Enter Coordinates STD PO 10 16 HA 392 9095 VA 102 8955 Pref a EN ES In which device do you want to store the point coordinates In this example we choose 1 Imem Sel device 10 17 1 Imem 2 Xmem Key in the name of the Area file in which you wish to store the point coordinates and height values In this example we key in 25 and ENT P43 10 16 Area _ ES ES ES 19 4 Geodimeter CU Software How to use Do you want to store heights In this example we choose to do so Press YES ENT to accept or NO to cancel 10 16 HT measure YES Key in the first point number you wish to store in the Areafile In this example we key in 1 and ENT P43 10 17 Pno _ ENT Here you have an opportunity to enter a Pcode for the point The program will propose the last Pcode entered Accept it key in a new or leave it blank P43 10 16 Pno 1 Pcode _ Geodimeter CU Software 19 5 19 P43 Enter Coordinates Key in the Northing v
82. S now uses label 35 if Length table is used When storing a Length table from the Geodimeter control unit you choose alternative 7 Lentos from the Store menu The keying in of length data can be done in two different ways 35 3 955 364 or 35 3 955 364 meaning kilometre no 3 has a length of 955 364 metres The difference between the two examples is that you can use either a sign or a space between the kilometre number and the length If you are loading the length table data from a computer it is best to use the sign Note If you are going to key in a length table to a Geodimeter CU it is important that you key in this table 8 are file before any other Roadline data Otherwise wrong labels will be used for the rest of the Roadline calculations If you transfer length table data from a 16 48 Geodimeter CU Software Store computer it doesn t matter when you do this the right labels are used automatically Example of an areafile with length table data 80 1 89 1002 892 80 2 89 967 475 80 3 89 955 364 for kilometre no 1 length of kilometre no 1 for kilometre no 2 length of kilometre no 2 for kilometre no 3 length of kilometre no 2 Store length data This program is mainly used for Swedish railways Select program 39 and press ENT ENT Select 1Store and press ENT twice Roadl 3D 10 17 1 Store 2 Check 3 Setout
83. STD P30 10 16 HA 234 5678 VA 88 7654 Note It is possible to choose any measurement mode STD TRK or D bar one or two face The coordinates for your second point are shown in the display Press REG to store them in the selected Area file STD P30 10 16 N 1887832 876 E 3950413 456 ELE 89 125 Note Only shown if heights are used Do you want to measure and register more points In this example we are satisfied with two points Press NO STD P30 10 16 more Geodimeter CU Software 13 7 13 P30 Measure Coordinates You are now taken to PO PO 10 16 Temp 20 0 Here are the data that can be stored in the Area file you have chosen Area File Label No Stn 2 Stn Coordinates 37 38 39 RefObj 62 RefObj Coords 37 38 39 HA_ref 21 HD 11 IH 3 Info measured point 0 Pno 5 Pcode 4 SH 6 Raw data 7 8 9 Measured Coords 37 38 39 Next Pno 5 4 6 7 8 9 37 38 39 HA_ref for Known Station calculated and Set HA HA_ref for Free Station and Known Station Current instrument direction when exiting P20 13 8 Geodimeter CU Software CHAPTER 14 IMG tdi nae 14 2 Configura void EEE cette 14 3 P32 Angle Measurement Plus HOWTO US Cueto rt dolida o ad Li 14 5 14 P32 Angle Measurement Plus In General With Angle Meas Plus you can measure multiple rounds of angles with automatic calculation of station mean values The meas
84. Software 7 27 7 P24 RefLine These are the actual coordinates of the set out point s position Press REG to store the deviations See Registered data on page 7 34 to view a list of what is stored in the memory TRK P24 10 18 N E ELE Do you wish to set out more points press YES Press NO to exit to the mode menu P24 10 18 Continue STD P24 10 18 P24 10 18 HA 1 Measure VA 2 Setout 3 New refline 4 Exit 7 28 Geodimeter CU Software SetOut With Coordinates SetOut With Coordinates In this case we are going to set out point with known coordinates This is only possible if we have a known reference line P24 10 18 1 Measure 2 Setout 3 New refline 4 Exit Choose 2 to set out points with known coordinates This section is similar to Program 23 SetOut This option is not available for the unknown line P24 10 18 1 Radofs Rt ofs 2 Coord Enter the signal height P24 10 18 SHT Geodimeter CU Software 7 29 7 P24 RefLine If you have stored a Pcode for the set out point in the area file you can enter the desired Pcode here The program will then seek for the point with this Pcode P24 10 18 Pcode ENT If you don t have any Pcode or have many different Pcodes and want to use them all just leave the line blank and press ENT The program suggests the first point in the
85. This means that when you start your U D S program e g Program 2 the program automatically initiates program 1 the general U D S program When the general program is run through you are returned to the next step in program 2 Enter program 40 and choose to create program 2 Answer YES to logon At step 1 press ENT P40 10 21 P2 Step no 1 Label no _ ENT Geodimeter CU Software 17 17 17 P40 U D S Choose label type 9 Call and press ENT P40 10 21 P2 Step no 1 Label Special Type _ EM Ej Here you enter the program you want to call In this example we choose program 1 and press YES ENT P40 10 21 P2 Step no 1 Label Special Call _ YES Accept the first program step with YES or ENT Press NO to re enter Continue with the following program steps P40 10 21 P2 Step no 2 Label no _ Now lets start program 2 and see how it works Start program 2 STD PO 10 21 Program _ 2 ES 17 18 Geodimeter CU Software How to use First the program runs through the logon procedure and you choose in which Job file you wish to store the data UDS P2 10 21 Job no _3 ENT Choose in which memory unit you wish to store the data UDS P2 10 21 1 Xmem off 2 Imem off 3 Serial off 2 EN Now the program calls upon program 1 Enter the general parameters UDS P1 10 21 Step 2 S
86. XxXX XXX E XXXX XXX E XXXX XXX YES Geodimeter CU Software 3 23 3 P20 Station Establishment Note Only displayed if Confirmed is switched on MNU 61 Enter the signal height SH In this case 1 and press ENT ES ES Note Only shown if your coordinates include ELE Aim towards your target then press the A M key to measure STD 10 20 HA XXX XXXX VA XXX XXXX Note If you are using a servo instrument press the key to position to point 2 10 Fine adjust manually See next step 3 24 Geodimeter CU Software How to use The instrument has now measured angles and distance to the second point of your known station establishment Press REG to register your measured data Diff HD is the difference between measured and theoretical horizontal distance to the second point Diff HA is the difference between theoretical and measured angle between point 1 and 2 Press YES to accept or NO to redo the measurement Result Diff HD 0 003 Diff HA 0 0032 Ref ok YES Note If more than 2 points have been measured Diff HA will be replaced by S_ dev HA i e the standard deviation of the horizontal angles Are you going to use more points for your station establishment or are you satisfied with two In our Geodimeter CU Software 3 25 3 P20 Station Establishment example we will measure and register one more point max
87. a diri dicliteia ri data tica ide 7 34 7 P24 RefLine In General RefLine is a program with many applications in the field The idea is to measure markings along or parallel to a predetermined line If for example you have two points whose coordinates are known you can use this program to place any number of points along the line or at a specified distance parallel to it It does not matter whether you have visibility between the points or not Nor does it matter if you go beyond the line s end points The program will maintain the direction of the line independent of distance The program can be used for a variety of applications in the field for example setting out for pipelines or electric power lines constructing facade walls on profiles for drainage ditches along roadways etc RefLine P24 also contains P20 Station Establishment and P43 Enter Coordinates Program 20 Program 43 Station Establishment Enter Coordinates Program 24 RefLine Figure 7 8 Programs included in Refline The program is divided into two different parts e Known or Unknown line You can enter the coordinates for the reference line if they are known or construct a reference line by measuring two points In the first case it is necessary to have established the station before using the program otherwise the program will automatically propose station establishment P20 In the second case you don
88. ablishment Coordinates In this example we will continue by accepting them Pno ok N XXXXX XXX E XXXXX XXX ELE xxx xx YES Note Only displayed if Confirmed is switched on MNU 61 Enter the signal height SH For example 2 1 and press ENT 10 21 SH 0 000 ES EA EN ES Note Only shown if height should be determined The instrument is now in theodolite position and is ready to measure Aim at the chosen target Press the A M key if distance is to be measured otherwise REG Note Distance measurement must be carried out when measuring heights 3 58 Geodimeter CU Software How to use The instrument displays HA VA and SD for your first point Your measurement can now be registered Press the REG key Enter the next Pno to be used for your free station the display here shows the most recently used Pno Then press ENT P20 10 21 Aim to B Pno xxxx ENT Are your coordinates correct Press YES or NO If they have to be changed use Edit or P43 Enter Coordinates In this case we ll answer YES Pno ok N XXXXX XXX E XXXXX XXX ELE xxx xx YES Note Only displayed if Confirmed is switched on MNU 61 Geodimeter CU Software 3 59 3 P20 Station Establishment Aim at your target Then press the REG to register the data Is your station OK Press YES
89. adline Please wait P39 10 17 Roadline check Please wait Select which section interval you shall have in this roadline and press ENT If you chose this interval when you stored the roadline the program selects that value P39 10 17 Secinc Geodimeter CU Software 16 91 16 P39 RoadLine 3D Select 1 to set out reference points 2 to measure reference points or 3 to end program In this case we select 1 Setout P39 10 17 1 Setout 2 Measure 3 Exit Key in a boning guide stake height if you wish to move up the setout point on the rod and press ENT P39 10 17 ENT Press ENT if you wish to set out two elevations on the same rod In this case we press NO to set out only one point P39 10 17 Dual elevations Do you know which section station is closest to the point you are about to set out you can key in this and press ENT Otherwise you leave the line blank and press ENT and let the program calculate the closest section station to your 16 92 Geodimeter CU Software Reference Point position See f you know which section is closest to the point cont page 16 94 P39 10 17 ENT Aim at the prism and press the A M key to start the measurement STD P39 10 17 HA VA Press REG to store the measurement STD P39 10 17 HA VA SD Geodimeter CU Software 16 93 16 P39 RoadLine 3
90. ake a coarse aiming towards the second point and press ENT P32 10 17 Aim to point 2001 Press ENT ENT Do the fine adjustment towards the point and press A M to measure or REG to store without measuring In the second case you will be prompted the following No meas made REG OK Press YES or ENT to accept or NO to cancel DO 10 17 HA 6 8596 VA 101 1072 Geodimeter CU Software 14 13 14 P32 Angle Measurement Plus This is the first sighting towards point 2001 in face 1 Press REG to store the measurement DO 10 17 HA 6 8596 VA 101 1072 SD 372 290 If you have enabled switch no 3 this display will appear Press YES or ENT to make another sighting or NO to cancel Switch to face 2 automatic if you have a servo instrument The following display appears if you have a mechanical instrument disappears when you get within 1grads of the point P32 10 17 Aim to point 2001 dHA 199 dVA 197 Aim towards the second point 2001 in face 2 and press the A M key on the back of the instrument O m 14 14 Geodimeter CU Software How to use Aim towards the first point 2000 in face 2 and press the A M key on the back of the instrument m If switch no 5 is enabled the instrument will automatically switch to face no 1 servo only Press A M to measure or REG to store without measuring In the second case you wil
91. alue of point number 1 and press ENT P43 10 16 Pno 1 Pcode 1 N 3456789 012 ENT Key in the Easting value of point number 1 and press ENT P43 10 16 Pno 1 Pcode 1 E 1234567 789 ENT Key in the height of point number 1 and press ENT P43 10 16 Pno 1 Pcode 1 HT 123 890 ENT Press YES to store point number 1 or press NO to cancel In this example we press YES P43 10 16 Pno 1 Pcode 1 Store YES 19 6 Geodimeter CU Software How to use Key in the next point number or press only ENT when you are finished In this example we press ENT P43 10 16 Pno _ ENT You are now returned to program 0 PO 10 16 Temp 20 0_ Geodimeter CU Software 19 7 19 P43 Enter Coordinates 19 8 Geodimeter CU Software CHAPTER 20 AKEE a ind ela 20 2 How 10 USO esinin anen sntedacutiatda ia detona cd deociid 20 5 P45 Pcode 20 P45 Pcode In General Pcode provides the operator with the opportunity of calling upon a point code library which can be directly created from the instrument keyboard After Pcode library creation and keying in of the Pcode number the appertaining Pcode name will be displayed either for acceptance or rejection and thereafter recording How do create my very own point code library This is done simply by choosing the program No 45 Pcode It then simply becomes a task of keying in the numerical value
92. ance 89 Section 80 dN 40 Centr line offs 83 dE 42 E 39 Pno 5 HA 7 HD 11 dELE 42 16 114 Geodimeter CU Software CHAPTER P40 U D S MEN A eee oat 17 2 Program Generation ocooococcccccnncconcnccnnnnncnnncnnnn nana iEn ia 17 3 Creation of UD S Serr aaa cerrar 17 3 Standard kabels Serten tenn A 17 3 Label Types a ea re Aa aaa A eE 17 4 How tO USE viii ir ia e ae 17 10 U D S Examples p ienee e aea daaa 17 14 Choice of Storage UNit ooonnnncccnnnnnaciccnnnnnccccccnnnanancnnns 17 17 17 P40U D S In General U D S will allow the operator to create own User Defined Sequences for the registration and display of measurement coding and administrative data Creation of the sequences is carried out directly from the keyboard of the instrument or transferred from an external device via the serial port What advantage can be gained with U D S e It is possible to create and store up to 20 U D S s in the instrument The existence and use of a buffer memory in the instrument allows data to be stacked which leads to simplified and accelerated data registration e It is possible to create and store up to 16 user defined labels No 84 99 in the instrument e Measurement status is always under complete operator control with the help of the automatic display of program prompts in the instrument e All labels and values can be duplicated incremented or decremented automatically This means that the labels can be regis
93. asurement Plus Enter the station number and press ENT Stn 10 17 Stn 1000 ENT Enter a point code for the station and press ENT Stn 10 17 Stn 1000 Pcode 1 EM Ej Enter an instrument height and press enter Stn 10 17 Stn 1000 Pcode 1 IH x xxx ENT Key in a name for the first point and press ENT Point 1 10 17 Point 2000 ENT 14 8 Geodimeter CU Software How to use Do you wish to increment the point number for each new point press YES or ENT otherwise press NO Point 1 10 17 Point 2000 Incr ENT Here you have the opportunity to choose a Pcode for the first point If you don t wish to have any Pcode leave the line blank and press ENT Point 1 10 17 Point 2000 Pcode 2 EA EN Key in the signal height for the first point and press ENT Point 1 10 17 Point 2000 Pcode 2 SH x xx ENT Geodimeter CU Software 14 9 14 P32 Angle Measurement Plus Key in a name for the second point and press ENT Point 2 10 17 Point 2001 ENT Here you have the opportunity to choose a Pcode for the second point If you don t wish to have any Pcode leave the line blank and press ENT Point 2 10 17 Point 2001 Pcode 3 EM Gt Key in the signal height for the second point and press ENT Point 2 10 17 Point 2001 Pcode 3 SH x xx
94. ata for a ref Pnt It is also possible to define a boning guide stake height With This function you store all roadline data i e section interval centre line offset section start and end points of every element and the type of element In order to survey or set out a road in P39 at all a description of the plane i e the horizontal curve is required In order to make a complete description of the vertical spread a height curve two cross sections left and right road halves and two descriptions of the road camber super elevation are required All these tables are described using a number of elements where the position of these elements is determined by the section station one section value that denotes where the element begins and another that denotes Geodimeter CU Software 16 3 16 P39 RoadLine 3D where it ends The section describes ones whereabouts on the road The section always describes ones whereabouts on the road in the horizontal plane even for the vertical descriptions The elements in the various descriptions are not coupled together and will be dealt with separately in the calculations All roadline data will be stored in separate areafiles sorted after type of data according to the following Extension Description nn Section interval and layer nn 1 Horizontal alignment height profile nn 2 Vertical alignment height profile nn 3 Cross sections definition road profile nn 3 Cross sections for ri
95. ates correct Press YES ENT to accept them If they have to be changed use Edit or P43 Enter Coordinates In this example we will continue by accepting them Pno ok N XXXXX XXX E XXXXX XXX ELE xxx xx YES Note Only displayed if Confirmed is switched on MNU 61 Enter the signal height SH For example 2 1 and press ENT 3 34 Geodimeter CU Software How to use 10 21 SH 0 000 EN EN EN ES Note Only shown if height should be determined The instrument is now in theodolite position and is ready to measure Aim at the chosen target Press the A M key if distance is to be measured otherwise REG STD 10 21 HA XXX XXX VA XXX XXX Note Distance measurement must be carried out when measuring heights The instrument displays HA VA and SD for your first point Your measurement can now be registered Press the REG key STD 10 21 HA XXX XXX VA XXX XXX SD xxx xx Geodimeter CU Software 3 35 3 P20 Station Establishment Enter the next Pno to be used for your free station the display here shows the most recently used Pno Then press ENT ENT Note The points selected for your station establishment can be measured in any order Are your coordinates correct Press YES or NO If they have to be changed use Edit or P43 Enter Coordinates In this case we ll answer YES Pno ok
96. b file when a Known Station has been established Geodimeter CU Software 3 3 3 P20 Station Establishment Free station You choose free station establishment when the station point is unknown that is N E and possibly ELE will have to be calculated This function allows free establishment in which several different combinations of objects angles and distances can be used The calculation is a combination of resection and triangulation If you make several measurements you obtain not only the mean value but also the standard deviation S_dev The calculation is done according to the least square adjustment method If good results are to be obtained using this method it is important that the traverses and networks are of high quality For this reason we have provided the Free Station routine with a function called Config configuration This allows you to use factors such as the scale factor stored under label 43 weight factors to weight your points with regard to the distance from your free station to the known point used mainly in Germany and also to create a point list in which all measured data for each individual measured point can be made available for editing and possible recalculation In the example on page 3 31 we have chosen not to use Config but to treat it separately on page 3 50 Free station establishment can be done with a large number of different combinations of points angles and distances see figure 3
97. bel no You will now return to program 0 P41 10 21 Label no _ 18 4 Geodimeter CU Software CHAPTER 19 In General s o dica ee een 19 2 How 10 USC cseicdd tice an tilda debo cnbeden saaddaaeeee 19 4 P43 Enter Coordinates 19 P43 Enter Coordinates In General With program 43 you can carry out storage of known coordinates These known values are stored in an Area file The data contained in these AREA files will take the format Pno Pcode Northing Easting and Elevation and must be keyed in manually Coordinates are entered with up to 7 positions and 4 decimals Transfer of point coordinates and elevation data banks between computer and Geodimeter CU is carried out with program 54 File transfer or by sending serial commands See Geodimeter CU general for more information As the total number of Area files is unlimited device memory capacity is only limitation the same point numbers can be used as long as they are stored in different Area files Same point numbers can be stored in the same Area file however it 1s always the point nearest the beginning of the file which is recalled for use in Station Establishment P20 and SetOut P23 calculations Ifa particular point has to be updated in an Area file this can be done with Edit if the software is installed in your instrument Program 43 Enter coordinates is included in the following programs 19 2 Geodimeter CU Software In General
98. can then be used for new station establishments Program 30 is included in the following programs Program 23 SetOut Program 24 RefLine Program 30 Program 29 Measure Coordinates RoadLine Program 39 RoadLine 3D Program 40 U D S 13 2 Geodimeter CU Software How to use How to use Assuming that Station Establishment has been carried out at your station point press PRG 30 and ENT to start program 30 o EN EM El The text Measure Coord will briefly show on the display and then your Stn number is shown Press ENT ENT Note Only displayed if Stn is switched on MNU61 Note If the station hasn t been established you re taken to Program 20 Station Establishment Enter the name of the Area file in which you want to store your coordinates ENT Choose what memory unit you ll use Toggle between on and off by pressing the corresponding numeric key Confirm with ENT Geodimeter CU Software 13 3 13 P30 Measure Coordinates P30 10 16 1 Imem on 2 Xmem off 3 Serial off ENT Enter the number of the point to be measured Confirm with ENT ENT Enter a Pcode and press ENT ENT Enter the signal height for the point to be measured and press ENT STD P30 10 16 Pno 5 Pcode 5 SH 0 000_ ENT 13 4 Geodimeter CU Software How to use Note Only shown i
99. cel In this example we press NO 13 39 volume You are now returned to program 0 STD PO 13 39 HA 45 0009 VA 120 0984 8 10 Geodimeter CU Software CHAPTER P26 DistOb IMG 242070625 as dci 9 2 Fow 10 US Or eisini aena a a dataceese ld cnaehet vad Aaebit ay 9 4 9 P26 DistOb In General DistOb will allow you to calculate distances between objects even if the line of sight is obstructed The program calculates the horizontal distance and the difference in height between two points If the instrument is oriented in a coordinate system the true bearing azimuth between the two points will be calculated as well How do work with DistOb This is done simply by choosing the program 26 Select a Stn point where you have a free line of sight to the two points between which you would like to measure the distance oye HD Angle 7 Station The result is given in the form of HA bearing HD horizontal distance and DHT difference in height between these two points The actual measuring can be made using two different combinations 9 2 Geodimeter CU Software In General Combination 1 HA HD and DHT are displayed as the measured and calculated result between point 1 to 2 2 to 3 and so on 1 Combination 2 HA HD and DHT are displayed as the measured and calculated result between point 1 to 2 1 to 3 and so on Geodimeter CU Software 9 3 9 P26 DistOb How to use Switch
100. ch you want to store your bearing distance and height P26 10 17 Job no _ ENT Note Displayed if Job Mem is switched on MNU61 In which memory device do you want to store your Jobfile Press ENT P26 10 17 1 Imem 2 Xmem 3 Serial off EN ES Note Only displayed if Job Mem is switched on MNUG61 Geodimeter CU Software 9 9 9 P26 DistOb In which Areafile are your point coordinates stored Key in the number press ENT P26 10 17 Area _ Note The points must have an elevation In which memory device is the Areafile stored Sel device 10 17 1 Imem 2 Xmem Select the first point in the calculation Key in e g 1 and press ENT P26 10 17 From Pno 1_ 9 10 Geodimeter CU Software How to use Select the second in the calculation Key in e g 2 and press ENT P26 10 17 To Pno 2_ The result is calculated and shown in form of Press ENT to see more P26 10 17 HA 200 0000 HA Horizontal angle Bearing HD 2 000 HD Horizontal distance Press ENT ENT Press YES to store the results Store DHT 2 000 DHT Difference in height Grade 100 000 Grade Slope between the included points in percent DHT HD YES Geodimeter CU Software 9 11 9 P26 DistOb Do you want to continue press YES Press NO to exit to PO more DHT 2
101. d if distance is measured HAII 17 Stored if measured in two faces STD D bar VAII 18 HAI 24 Stored if measured in two faces D bar VAI 25 10 22 Geodimeter CU Software CHAPTER 14 Genera ic eee oes 11 2 Fow 10 USO ivistodcstua an sia debo aa 11 3 P28 Obstructed Point 11 P28 Obstructed Point In General Obstructed Point is a program which will help you to measure towards obstructed points The method simplifies the measuring task since the range pole does not have to be held in a levelled position Mount two prisms on a range pole Locate the pole on the difficult point and measure towards each prism The program will then calculate the position of the difficult point To get the best result locate the prism B a close as possible to the obstructed point C The highest accuracy of the measurement is also achieved if the distance between prism A and B dist AB is as large a possible See figure 11 13 Unknown point C Figure 11 13 Distance definitions 11 2 Geodimeter CU Software How to use How to use Mount two prisms on a range pole and note the distance BC see figure 11 13 on page 11 2 The distance between the two prisms will be calculated and does not have to be entered Locate the pole on the obstructed point it is not necessary to hold the pole in a levelled position Select program 28 Obstructed Point 33 EM EN ES Key in the number or name of the Job fi
102. d if heights are included HA_ref 21 Stored if distance is not measured HA 7 VA 8 SD 9 Stored if distance is measured HAII 17 Stored if measured in two faces STD D bar VAII 18 Stored if measured in two faces D bar 10 20 Geodimeter CU Software How to use Job file Comments HAI 24 VAI 25 Foresight Text Label Description Activity FS 61 Foresight data Pno Pcode Stored if entered SH 6 Stored if heights are measured N 37 E 38 ELE 39 Stored if heights are measured HA 7 VA 8 SD 9 HAII 17 Stored if measured in two faces STD D bar VAII 18 HAI 24 Stored if measured in two faces D bar VAI 25 Benchmark Sideshot Close Text Label Description Activity 61 Pno Pcode Stored if entered SH 6 Stored if heights are measured BM ELE 31 Store if BM ELE has been chosen N 37 E 38 ELE 39 Stored if heights are measured HA 7 VA 8 SD 9 Geodimeter CU Software 10 21 10 P27 Moving Coordinates Forward Job file Comments HAII 17 Stored if measured in two faces STD D bar VAII 18 Stored if measured in two faces D bar HAI 24 Pa VAI 25 Activity codes Sideshot optional Benchmark BM Close External CE Internal CI Point to point P Open 0 Refobj Text Label Description Activity RO 61 Reference object data Pno 5 Pcode 4 Stored if entered SH 6 Stored if heights are measured N 37 E 38 ELE 39 Stored if heights are measured HA 7 VA 8 SD Store
103. d press ENT ENT The program automatically adopts TRK mode Aim to the prism to start the measurement TRK P39 10 17 HA dHA As soon as the prism comes within the measurement beam you will see dHD i e how much you must change the horizontal distance from the instrument increase decrease When you think that you are close enough to zero press REG to register the point or press ENT if you wish to set out with the radial right angle offset method TRK P39 10 17 dHA dHD dHT Geodimeter CU Software 16 101 16 P39 RoadLine 3D The program suggests the centre line offset for the other road half which is valid for the second definition point Press ENT P39 10 17 Cl ofs x xx ENT Is the definition point data OK If so press ENT otherwise press NO In this case we press ENT Ok P39 10 17 Sect Cl ofs Pcode ENT Here is the difference in height between the first and second reference point Press Ent 16 102 Geodimeter CU Software Reference Point Do you wish to set out more reference points for another section station press ENT and you are able to key in a new section station number In this case we press NO P39 10 17 New def pnt Select 1 to set out reference points 2 to measure reference points or 3 to end program In this case we select 3 Exit P39 10 17 1 Setout 2 Measure
104. design it is possible to upgrade software memory units and other accessories The various softwares makes it possible to customize your system to your own way of working The built in two way serial communication enables you to connect external memory units and computers to the instrument A Geodimeter CU Software About this manual The contents of this manual are as follows Part 2 Includes available softwares and contains step by step instructions on how to use each software Comments about this manual If you or your colleagues have any comments on this manual we would be grateful to hear from you Please write to Trimble AB Technical Information Box 64 SE 182 11 DANDERYD Sweden Or send an e mail to info trimble se Geodimeter CU Software B CHAPTER Software IMtFODUCTION cid 1 2 Choose PFOGKAM isiin a EE EAA EN 1 2 SHOT POSS oraa ET 1 2 Long Presi a aa ee ae eis 1 3 User Defined Storage of Control Data in the Field Calculation ProOgraMS oooonnonccccnnnnocccccnnnccancccnn nan ANEETA 1 3 HOW TOUSE aiea aa eae AT 1 5 Program Configuration List oooonnnncccnnnnnniccnnnnconcrcnnnnnnns 1 7 1 Software Introduction Geodimeter CU can be equipped with a number of different software in order to make the surveying work more efficient This manual will describe the different softwares that are available how they are operated and what you can achieve by using them Choose Program Both the num
105. dimeter CU Software 20 7 20 P45 Pcode 20 8 Geodimeter CU Software CHAPTER 21 General E E EE N AA 21 2 FIOW 10 USC eiei nde a cilindro cidad 21 3 P54 File Transfer 21 P54 File Transfer In General Connect the two units with the appropriate cable and switch them on The instructions below describes how to transfer files from the Control unit to the Station unit s internal memory 21 2 Geodimeter CU Software How to use How to use Operation at the source unit Choose program 54 PRG EM EM ES Choose from which device you want to transfer files In this example we choose 2 Imem From 16 12 1 Imem 2 Xmem 3 Serial Here you can choose what type of file you want to transfer 1 Ajobfile 2 An areafile or 3 A U D S file In this example we choose 1 A jobfile File 16 12 1 Job 2 Area 3 U D S Geodimeter CU Software 21 3 21 P54 File Transfer Key in the name of the file In this example we key in Job 1 16 12 From Imem Job To which device are you going to send the chosen file s from the source unit Here we choose 3 serial To 16 12 1 lImem 2 Xmem 3 Serial Enter new serial parameters or accept the current Here we accept the current with enter P54 16 12 COM 1 8 0 9600 ENT Note Prepare the target unit before accepting the serial parameters for a succ
106. e it is in the internal memory Press 1 Sel device 13 38 1 Imem 2 Xmem Note In Info 32 appears it may be that the Job file you have keyed in does not exist in the chosen memory unit or if you are using an external memory that the connections are bad In Info 44 appears it may be that the Job file does not contain right point data Geodimeter CU Software 8 7 8 P25 Area Calculation Key in the first point no in the area The point must exist in your Job file In this case we key in 1 and press ENT Here is the point coordinates displayed Accept the point with YES or cancel with NO Here we accept the point YES Note Only displayed if Confirmed is switched on MNU 61 Key in the second point in the area In this case we key in point no 4 8 8 Geodimeter CU Software How to use Accept the point coordinates with YES or cancel them with no Pno ok N 14 E 15 ELE 16 YES Note Only displayed if Confirmed is switched on MNU 61 After having keyed in 3 points you have the chance to calculate the area Press YES to continue key in more points or press NO to calculate the area 13 39 more Here is the calculated area Press ENT to continue 13 39 SqrAre 9 00 ENT Geodimeter CU Software 8 9 8 P25 Area Calculation Do you want to calculate the volume Press YES to accept or NO to can
107. e Enter the activity benchmark code for the elevation for the sideshot point See page 10 11 See below See page 10 11 10 12 Geodimeter CU Software How to use Choose the method to close the traverse P27 10 19 1 External 2 Internal 3 Other If you choose If you choose E EN ES P27 10 17 1 Point to point 2 Open See next page See next page Geodimeter CU Software 10 13 10 P27 Moving Coordinates Forward EZ A Close External CE Close Internal CI Point to point P Open O Enter the point number 2 EN Here you have the opportunity to choose a Pcode for the point If you don t wish to have any Pcode leave the line blank and press ENT ENT 10 14 Geodimeter CU Software How to use Enter the signal height P27 10 21 ENT The instrument is now in theodolite position and is ready to measure Aim at the chosen target Press the A M key to measure the distance STD 10 21 HA xxx xxx VA XXX XXX Note It is possible to measure in all modes STD FSTD TRK D bar and in both faces The instrument displays HA VA and SD for your first point Your measurement can now be registered Press the REG key See page 10 19 for a list of what is stored in the memory STD 10 17 HA xxx xxx VA XXX XXX SD xxx xx Geodimeter CU Software 10 15 10 P27 Moving Coord
108. e are the differences for the first point if you have 3 or more points this will be presented as standard deviations or max min value if switch 8 is activated If you wish to view all the deviations press YES or ENT otherwise press NO When running the program you will get an error message as soon as the program discovers a difference larger than the limits you have set Point1 10 17 Diff HA 0 0011 Diff VA 0 0004 Diff SD 0 000 ENT Here are the differences for the second point Press ENT to continue Point 2 10 17 Diff HA 0 0010 Diff VA 0 0004 Diff SD 0 000 ENT Geodimeter CU Software 14 17 14 P32 Angle Measurement Plus Do you wish to sort the measured data point wise in the chosen Job file press YES or ENT otherwise press NO P32 10 17 Sort JOB file ENT Note A final reduction will automatically be stored in the Job file Choose a Job file to store the sorted data in ENT Note Displayed if Job Mem is switched on MNU61 Here you select which memory device you wish to store the Job file in by choosing the appropriate number and pressing ENT 3 Serial off ENT Note In this mode you ll need at least one Remote Target 14 18 Geodimeter CU Software How to use Enter the number of remeasurements that will be carried out if the measured values are outside the limits specified in the configurat
109. e basis of the printed out data sheet which will act as proof of having carried out your setting out task to within the contract specified accuracy 16 56 Geodimeter CU Software Setout These deviations dN dE dELE are much easier to use than comparing coordinates If you don t want to store any control data clear the suggested Job file and press ENT Control data that will be stored are Label 80 or 35 83 39 86 87 36 40 41 42 Description Section Station Centre line offset ELE Layer Layer height Ht Ofs dN dE dELE If height measurement is carried out elevations are also stored staked elevation If you wish to store other control data you can Configure the user defined output table How to combine countdown to zero and radial right angle offset for setting out In order to benefit most from the inherent intelligence off your instrument we recommend that you try to combine the above mentioned setting out methods Here below is an example 1 Ifthe setting out data for the first section station is OK press ENT and the instrument will automatically adopt Geodimeter CU Software 16 57 16 P39 RoadLine 3D TRK mode The display will show the calculated bearing and the dHA 2 Rotate the instrument until the display shows 0 0000 opposite dHA With a servo instrument press gt lt 3 The instrument is now pointing in the direction of the point 4 Guide the prism bearer
110. e object Then press the A M key Aim at refobj Press A M HAref is the calculated bearing between the station point and the reference object If you wish to check the distance to the reference object press ENT Otherwise press REG to store the station establishment and exit STD P27 10 18 HAref xx xxxx HA XX XXXX REG Exit ENT If the reference object is marked with a reflector you can also check the horizontal distance by pressing the A M key Otherwise press REG to store the station establishment and exit STD P27 10 18 10 8 Geodimeter CU Software How to use Here you can compare the calculated distances with the actual measured distance Press REG to store station establishment in the Job file you have chosen STD P27 10 19 SHD xxx xxx HD xxx xxx REG Exit Note The REG key must always be used if you want to store the station establishment Press REG to continue with Program 27 Foresight Measurement Choose 1 Foresight See page 10 11 for other Choose option 2 Refobj If you wish to measure more angles Not first shot P27 10 19 1 Foresight 2 Refobj 3 Other Key in the foresight point number Geodimeter CU Software 10 9 10 P27 Moving Coordinates Forward Here you have the opportunity to choose a Pcode for the foresight point If you don t wish to have a Pcode leave the line blank and pre
111. e position Select P20 Station Establishment STD PO 10 17 HA 234 5678 VA 92 5545 a EM ON ES In this first example we will establish a station with a known point and reference objects These are stored as Pno and coordinates in an Area file using P43 Enter Coordinates Pno 1101 is our station point and Pno 1102 1103 and 1104 Geodimeter CU Software 3 15 3 P20 Station Establishment are our reference objects as in the example on page page 3 16 Now we will select function 3 Known Station Stn estab 10 16 1 Known Station 2 Free Station 3 Known Station Note An example of free station establishment is found on page 3 31 Figure 3 5 Station establishment with a known station and 1 10 reference objects 3 16 Geodimeter CU Software How to use Here you key in the number or name of the Job file in which you wish to store data from your station establishment A list of data stored in the selected job file can be seen on page page 3 29 Select for example Job no 2 P20 10 16 Job no Ea EN Note Displayed if Job Mem is switched on MNU61 Where will you store your Job file Choose a suitable memory unit by indication 1 2 or 3 activation deactivation Then press ENT Here we have chosen to work with the internal memory P20 10 17 1 Imem off 2 Xmem off 3 Serial off Ee Et Note Only displayed if Job Mem is s
112. e press ENT TRK P29 10 18 dN 0 00 dE 0 00 dELE 0 000 ENT Note Rotate the instrument with servo If you press H without measured distance ELE the height at the theoretical set out point If you press pa with measured distance ELE the height at the measured set out point If you press Ba longer than 1 sec with measured distance ELE the height at the theoretical set out point TIT Y777 dELE dHT e Set out point dELE Y dHT Geodimeter CU Software 12 23 12 P29 RoadLine These are the actual coordinates of the set out point s present position Press REG to store the deviations seen on the previous page TRK P29 10 18 N 13749 99 E 21447 22 ELE 0 313 The program suggests the next section stored in Area file Key in the section number and centreline offset you want to work with and repeat the above instructions TRK P29 10 18 Sect 409 990 12 24 Geodimeter CU Software How to use Radial Right angle offset method When you have a radial and right angle offset of 0 00 the correct lateral set out position has been found i e N amp E only TRK P29 10 18 Radofs 0 00 RT ofs 0 00 dHT 0 015 ENT When you press REG these are the three values which are stored in the Imem i e deviations from the correct set out point coordinates Press REG to record deviations from the correct set out point coordinates Press REG to record deviations or ENT to
113. e program via the configuration menu at startup choose whether to include any of the standard labels or not e g measured point data 5 6 37 As default when no configuration has been made all standard will be stored 1 6 Geodimeter CU Software Introduction Program Configuration List SetOut P23 Always cannot be changed Standard can be changed Always None Standard 5 40 41 42 RefLine P24 Measure Always 5 37 38 39 5 37 38 39 44 n Standard 5 6 37 38 39 72 73 42 SetOut with Radofs RTofs Always 5 37 38 39 5 37 38 39 u Standard 5 72 73 42 SetOut with coordinates Always 5 37 38 39 5 37 38 39 a Standard Same as P23 modified by config P23 DistOb P26 Always 5 5 7 11 10 14None Standard Obstructed Point P28 Always 20 distBC Pno 37 38 39 7 11 10 14 Standard Data for point A and B RoadLine P29 SetOut Always None Standard 80 83 40 41 42 39 Measure Always None Standard 80 83 4 37 38 39 Geodimeter CU Software 1 7 1 Software RoadLine P39 SetOut Always None Standard 80 83 40 41 42 39 Measure Always None Standard 80 83 4 37 38 39 These labels height are only stored if height measurement has been included in the station establishment aThese labels are only stored if using a known reference line 1 8 Geodimeter CU Software CHAPTER
114. e ready to set a search sector Geodimeter CU Software 15 5 15 P33 Robotic Lite Aim the instrument towards the first sector limit and press ENT Timeg Dist 10 17 Aim to A Press ENT ENT Aim the instrument towards the second sector limit and press ENT Timeg Dist 10 17 Aim to B Press ENT ENT The sector will automatically be centred if you loose contact with the RMT Note This is only an example UDS Key in the Job file in which you wish to store the registrations UDS P3 10 17 Job no _ ENT Note Displayed if Job Mem is switched on MNU61 15 6 Geodimeter CU Software How to use Select in which memory unit you wish to store the data and press ENT In this case we select 1 Imem UDS P3 10 17 1 Imem ON 2 Xmem OFF 3 Serial OFF ENT Note Only displayed if Job Mem is switched on MNU61 This is the first step in the example UDS Enter the first Point number and press ENT Set Pno in Auto Incr Decr UDS P3 10 17 STEP1 Set Pno 1 ENT Enter a Pcode for the first point and press ENT Set Pcode in Auto Dup UDS P3 10 17 STEP2 Set Pcode 1 ENT Enter the signal height for the first point and press ENT Set SH in Auto Dup Geodimeter CU Software 15 7 15 P33 Robotic Lite UDS P3 10 17 STEP3 Set SH 1 000 ENT Aim to a point where you want to
115. e you going to measure heights Accept this question by pressing YES ENT If you decide not to measure heights press No it means that the instrument height IH and signal height SH will be ignored In this example we will be measuring heights Press YES P20 10 20 HT Measure YES 3 32 Geodimeter CU Software How to use Enter your instrument height IH For example 1 75 P20 10 20 IH 0 000 EN 7 EN ES Note Only shown if height should be determined Key in the name of the Area file in which you have stored your known Pno and coordinates Then press ENT P20 10 20 Area ENT In which memory unit is your Area file stored In our example we are using the internal memory Imem Sel device 10 20 1 Imem 2 Xmem Note If you get Info 32 when selecting a memory unit it may be due to one of the following 1 You have chosen the wrong memory unit 2 The Area file you are looking for is not located in the memory you have selected Geodimeter CU Software 3 33 3 P20 Station Establishment 3 The Stn Pno which you are looking for is not stored in the Area file you have selected The program will then return to the question Area so that you can enter another Area file number or point number Enter the number of the first point you want to aim at Then press ENT ENT Are your coordin
116. ect 2 Arc Store P39 10 17 1 Straight 2 Arc 3 Ready Here you can key in a code for the point This can then be useful if you wish to search for the point by its code P39 10 17 Pcode _ Geodimeter CU Software 16 27 16 P39 RoadLine 3D Key in the Centre line offset and press ENT P39 10 17 Cl ofs ENT Key in the difference in height between the middle of the road and the chosen profile and press ENT P39 10 17 Cl ofs Pht ENT Key in the radius of the arc and press ENT A radius that turns upwards is keyed in with a positive figure and a radius turning downwards with a negative figure When you have keyed in all parts of the road profile you select 3 Ready P39 10 17 Cl ofs Pht Radius 16 28 Geodimeter CU Software Store Store cross section definitions with slope Select program 39 and press ENT Zo ES EN ES Select 1 Store Roadl 3D 10 17 1 Store 2 Check 3 Setout Since itis a road profile you will store select 3 Road profile Store P39 10 17 1 Roadline 2 Vertical alig 3 Cross sect def Key in the name of the areafile in which you wish to store the profile and press ENT The areafile will automatically get the extension 3 Geodimeter CU Software 16 29 16 P39 RoadLine 3D Select in which memory unit you wish to s
117. eference points for the current section press ENT and you are able to key in a new point number In this case we press NO P39 10 17 more Do you wish to measure reference points for another section press ENT That means that you are able to key ina new section number In this case we choose to exit with NO P39 10 17 New def pnt Geodimeter CU Software 16 111 16 P39 RoadLine 3D Select 1 to set out reference points 2 to measure reference points or 3 to end program In this case we select 3 Exit P39 10 17 1 Setout 2 Measure 3 Exit 16 112 Geodimeter CU Software Registered Data Registered Data This list below shows which data will be stored after registration See the configuration part if you wish to store other data Job file Label Job file Label 3 Setout 5 Slopestake Section 80 Section 80 Centre line offs 83 Pcode 4 ELE 39 Ht Ofs 36 Layer 86 Radofs 72 Layer height 87 RT ofs 73 Ht Ofs 36 dELE 42 dN 40 N 37 dE 41 E 38 dELE 42 ELE 39 4 Measure Section 80 Centre line offs 83 dELE 42 Pcode 4 Layer 86 Layer height 87 N 37 E 38 ELE 39 continue next page Geodimeter CU Software 16 113 16 P39 RoadLine 3D Job file Label Job file Label 6 Reference pnt 1 Setout two ref points 1 Setout one ref point Same data as for one ref point Section 80 Centre line offs 83 Centr line offs 83 dELE 42 Pno 5 Ht ofs 36 2 Measure Dist
118. em Job 16 05 Temp 23 Beg End lt gt oS o im Make sure you have Stn 101 in display before inserting the pressure label Then press ENT to step to the EDIT mode Imem Job 16 05 Stn 101 Beg End lt gt ENT Geodimeter CU Software 2 15 2 Edit amp View Now choose the Ins function to insert the missing pressure data Press Ins Imem Job 16 05 Stn 101 Del Ins Chg Find The label No for pressure is 74 Key in 74 and press ENT Imem Job 16 05 Insert Label _ EA 4 ES The pressure at the time of the measurements was 755 mmHg Key in 755 and press ENT Imem Job 16 05 Insert Press Data 755 EA EN ER ES Temp and Pressure values are now stored in the memory device before Stn name in the Job no file Use the 2 16 Geodimeter CU Software Examples arrowkeys to check the position of the prompts and their values Imem Job 16 05 Press 755 Beg End lt gt Change From one File to Another Follow the startup instruction described on page 2 3 In this example we choose the external memory Then enter the DIRECTORY mode Here you can page through your Job Area files At the moment you are in the Job file directory Press lt or gt to page through your list of stored Job files Imem Job 16 05 Job no 12 Dir lt gt Exit When you come to the next Job No file you are
119. emory Do you wish to set out more points press YES Press NO to exit to the mode menu STD P24 10 18 Continue 7 32 Geodimeter CU Software SetOut With Coordinates STD P24 10 18 P24 10 18 HA VA 3 New refline 4 Exit Geodimeter CU Software 7 33 7 P24 RefLine Registered Data The list below shows which data will be stored after registration Job file in Imem Stn Coord RefObj Coord HAref HD IH INFO Pno1 A Coord INFO Pno2 B Coord INFO Slope Measure Mode INFO Pno 1 SH Coord Radofs RT ofs dELE Comment Station Establishment Distance to ref obj known Stn Point A Coordinates for the reference line Point B and or C Start Refline measure Measured data control points Setout mode with Radofs RT ofs INFO Pno Radofs Rt ofs ELE dN dE dELE Refline setout Setout data control points 7 34 Geodimeter CU Software Registered Data Setout mode with coordinates INFO Refline setout with coordinates pNO Setout data control points dN Coordinate deviation dE dELE 1 Stored only if using a known reference line 2 Relative the reference line Geodimeter CU Software 7 35 7 P24 RefLine 7 36 Geodimeter CU Software CHAPTER P25 Area Calculation Gone aa 8 2 Galiana da ias 8 2 2 Arrange List ear a ilatina 8 2 Bu VOIUME O lid 8 3 HOW to USC tdi dan 8 4 8 P25 Area
120. en the instrument displays approx 0 0000 opposite dHA it is pointing in the direction of the first section point HA is the calculated bearing to the first section point TRK P29 10 17 HA 300 2475 dHA 0 0000 Geodimeter CU Software 12 21 12 P29 RoadLine As soon as the prism comes within the measurement beam you will see dHD remaining In this case the prism is on line but the distance has to be increased by 2 75m TRK P29 10 17 dHA 0 0000 dHD 2 75 dHT 0 155 When the radial offset right angle offset and dHT are 0 00 the correct lateral set out position and height have been set out TRK P29 10 17 Radofs 0 00 Rt ofs 0 00 dHT 0 000 ENT Measurement tip When using the count down to zero as your setting out method it is convenient to decrease the number of decimals in the Label 77 dHA This can be done via menu 13 Note If you during the setting out will have difficulties in being able to set out the point the program will give you a opportunity to skip it Just press Reg and the question Skip Point will be displayed Answer YES to this question and the program will continue with the next setting out point When you press REG these are the three values which are stored in the Imem i e deviations from the correct set out point coordinates Press REG to record deviations or ENT 12 22 Geodimeter CU Software How to use to see coord of the set out point In this example w
121. end 16 10 Geodimeter CU Software Store Vertical Alignment If you have chosen to include heights in the calculations for roadline there must be a description of the vertical alignment The height for the roadline gives a description of the middle line in the vertical plane A height profile is described by defining height elements with consecutive section values The end section station of an element is identical to the start section station of the next element The elements can be of the type straight arc or parabola To define a straight element only the height and the section station at the start and end points is required A circular or a parable element also require a start slope This means that you need to enter a start slope if the previous element type is not a straight line If a start direction is stated this should be used If the coefficient for a parabola is entered as zero the coefficient will be calculated by the program when it is to be used This requires that a slope exists both before and after this parabolic element H7 S8 H8 S3 H3 S6 H6 C S7 H7 S4 S3 Y The following apply to the figure above S Section Station H Height R Radius of circle arc C Coefficient for a parabola in the form Y C X2 The following data is required to describe the different element types for the vertical alignment Geodimeter CU Software 16 11 16 P39 RoadLine 3D Example on a areafile wit
122. ent 86 Layer ident name or no 0 Layer description e g type of material 87 Difference in height from the road profil Next layer 86 Layer ident name or no 0 Layer description e g type of material 87 Difference in height from the road profil Example of an areafile with layer data 4 2 86 1 0 LAYER1 87 0 2 86 2 0 LAYER2 87 0 5 86 3 0 LAYER3 87 0 8 Store layer data Select program 39 and press ENT ENT Geodimeter CU Software 16 43 16 P39 RoadLine 3D Select 1 Store and press ENT Roadl 3D 10 17 1 Store 2 Check 3 Setout Ee Ej Since it is layer data you are about to store select 6 Layer Store P39 10 17 4 Cross section 5 Camber 6 Layer Key in the areafile in which you want to store layer data and press ENT 16 44 Geodimeter CU Software Store Select in which memory unit you wish to store layer dta In this case we select 1 Imem Sel dev 10 17 1 Imem 2 Xmem Key in the first section number and press ENT P39 10 17 ENT Key in a point code for the road ambankment and press ENT P39 10 17 Sect Geodimeter CU Software 16 45 16 P39 RoadLine 3D Key in a identification for the chosen layer brief name or number and press ENT ENT Key in a description of the layer and press ENT ENT Key in the difference
123. eodimeter CU Software The points described below Store Type Cross section Straight Arc Label 88 4 83 85 83 85 64 Description Cross section number Point code Centre line offset Distance from the Centre line to the point at witch the slope or bend shall be defined Elevation Difference in height from the Centre line Point code Centre line offset Distance from the Centre line to the point at witch the slope or bend shall be defined Elevation Difference in height from the Centre line Radius of the road profile Requires a tangent direction at the point of the arc if there is no new point to follow Up Down Example of an areafile with cross sections 88 1 4 1 83 0 85 0 4 2 83 6 85 0 2 4 3 83 7 85 1 0 Geodimeter CU Software 16 21 16 P39 RoadLine 3D Cross section definitions for left and right road half profile curve Changes in the cross section along the road are stored in two separate area files one for the right and one for the left side of the road Reference is made to the predefined profiles in areafile 3 The extension for the right half is 4 and for the left 5 y Sect 900 _Sect 800 Sect 80 The program will interpolate a transition Ifyou don t if you define where the Define where the cross cross section 1 ends and section ends you will where the cross section get a steep transition 2 starts bet
124. eric and the alphanumeric keyboard are equipped with a program key here after referred to as the PRG key PRG Program key By pressing this key you can start any program that are installed in your instrument There are two ways to choose a program short press and long press on the PRG key On the next side we will describe the two different methods Short Press With a short press on the PRG key you will get the following display appearance STD PO 10 16 Program 20 Key in the desired program number and press enter to confirm the choice e g 20 ENT will enter program number 20 Station Establishment 1 2 Geodimeter CU Software Introduction Long Press With a long press on the PRG key you step to the program menu Here you can display all the available programs Any program that are available but not installed in your CU is displayed with two brackets PRG P20 10 16 lt Current library and program no 460 582 09 lt Instrument model and program ver Stn establ lt Current program name Dir gt Exit lt Key functions Key functions Dir Step between the U D S and PRG library gt Step backward forward in chosen library Exit MNU Exit without starting any program ENT Start the chosen program Note If the arrowkey is held depressed you will automatically step to the next previous program without having to press the key repeatedly User Defined Storage of Control Data in the
125. essful file transfer 21 4 Geodimeter CU Software How to use The file s are sent via the cable and the display shows Wait during the transfer and you will then exit program 54 P54 16 54 Please Wait Note Ifinfo 19 appears during a file transfer that means that the file transfer was not successful In that case you should run the file transfer again and look for where it fails that is when info 35 Data error will show Then check your file for any errors and if possible correct them with the editor Operation at the target unit Chose program 54 ie EM E ES From which device are you going to send files to the target unit In this case it is 3 Serial From 16 12 1 lImem 2 Xmem 3 Serial Geodimeter CU Software 21 5 21 P54 File Transfer Enter the serial parameters which must be same as the serial parameters at the source unit In this example we accept the current with ENT P54 16 12 COM 1 8 0 9600 ENT What type of file should the transferred files be saved as 1 Job 2 Area or 3 U D S In this example we choose 1 Job since we are transferring a Jobfile The unit is now ready to receive Start the transfer from the source unit To 16 54 Please Wait 21 6 Geodimeter CU Software CHAPTER 22 KEETE E EEEE E E id ee ie A 22 2 How tO USO eisini an a aaa a 22 3 P55 Job Mem 22 P
126. est section station to your position See f you know which section is closest to the point cont page 16 100 ENT Aim at the prism and press the A M key to start the measurement STD P39 10 17 HA VA 16 98 Geodimeter CU Software Reference Point Press REG to store the measurement STD P39 10 17 ENT The program suggests the section station that lies closest to the measured point Accept this section station with ENT or press NO to key in a new section station ENT Select an even section station or accept the suggested section station In this case we accept the suggested section station with ENT Geodimeter CU Software 16 99 16 P39 RoadLine 3D If you know which section is closest to the point cont If you have keyed in the point code for the definition point the program suggests a centre line offset Otherwise you will have to key in the correct centre line offset Press ENT or key in a new value ENT Is the definition point data OK If so press ENT otherwise press NO In this case we press ENT Ok P39 10 17 Sect Cl ofs Pcode ENT Key in a number for the reference point you are going to set out 16 100 Geodimeter CU Software Reference Point Key in the distance that is valid between the definition point and the point you are going to set out an
127. eturn to the main menu In this mode you can find change insert and delete data in the file you have chosen Imem Area 14 50 lt Current memory unit and file type Area 6 Del Ins Chg Find lt Command line Del Ins Chg Find m z H l lt Current file number Delete current label and prompt or complete file Deletion of complete files can be executed when the prompt is a filename e g Job No To avoid accidental file delection a yes no prompt must be answered Insert a label and prompt in front of the one displayed Change data relating to displayed label Search for label and label and prompt When the data value for a prompt is keyed in the first prompt with that value is displayed Press this key to go to the next mode DIRECTORY Press this key to return to the main menu Geodimeter CU Software 2 5 2 Edit amp View Directory In this mode you can select what type of file you want to view Area or Job file Imem Area 14 50 lt Current memory unit and file type Area 6 lt Current file number Dir lt gt Exit lt Command line Dir Switch between the Job and the Area file directory lt Show the name of the file following the one now displayed gt Show the name of the file in front of the one now displayed Exit Exit to the main menu Note arrowkeys If the arrowkey is held depressed you will automatically increase decrease the file number wi
128. ey in your station number ENT Here you have an opportunity to choose a Pcode for the station point If you don t wish to have any Pcode leave the line blank and press ENT ENT Here you select if you want to use known station with one reference object or known station with more reference objects In this example we ll chose 1 known station Press 1 P27 10 17 1 Known station 2 Known station Note Known Station is described on page 3 15 Key in the name of the area file in which you have stored your station point and your reference object If you leave 10 4 Geodimeter CU Software How to use the line blank you are able to enter the coordinates manually See Enter the coordinates manually page 10 5 EM Ej In which memory unit is your Area file stored In our example we are using the internal memory Imem Sel dev P27 10 17 Enter the coordinates manually Enter your station coordinates Leave the ELE blank for no height establishment Note If you left Area blank you re taken here Coord 10 17 N xxxx E xxxx ELE xx ENT Are your coordinates correct Press Yes ENT to accept them If you press No you will return to the question about Stn and Area If the coordinates have to be changed use Geodimeter CU Software 10 5 10 P27 Moving Coordinates Fo
129. f heights are used Aim towards the point to be measured and press A M P30 10 16 HA 123 4567 VA 98 7654 Note It is possible to choose any measurement mode STD TRK or D bar one or two face The coordinates for your measured point are shown in the display Press REG to store them in the selected Area file STD P30 10 16 N 1887910 683 E 3950613 782 ELE 111 125 Note Only shown if heights are used Do you want to measure and register more points In this example we will measure one more point Press ENT STD P30 10 16 more ENT Geodimeter CU Software 13 5 13 P30 Measure Coordinates Enter the number of the point to be measured Pno is automatically incremented by 1 for each new point You can however choose whatever number you want Confirm with ENT STD P30 10 16 Pno 6 ENT Enter a Pcode for the new point and press ENT The previously used Pcode is shown default You have to change this manually We choose 6 in this example Press 6 and ENT STD P30 10 16 Pno 6 Pcode 5 ENT Enter the signal height for the point to be measured and press ENT The previously used SH is shown default STD P30 10 16 Pno 6 Pcode 6 SH 1 800_ ENT Note Only shown if heights are used 13 6 Geodimeter CU Software How to use Aim towards the new point to be measured and press A M
130. file you have selected Area file Pno Stn ELE Note Data stored in the selected Area file 4 10 Geodimeter CU Software CHAPTER P22 Angle Measuring In General s 4420 7 6 8 03 Bete E ee at ea de 5 2 Fow 10 USE eisini aaen inicial dataceuseld a Aavebie de 5 3 5 P22 Angle Measuring In General When using program 22 all you need to do is to locate the targets one time in C1 When all targets are located and stored in your internal or external memory card memory you are able to select the measuring mode in which you want to work Standard or D bar mode Now the instrument s servo motors will do the rest The instrument will rotate and point directly in CII against the first registered target you will then make the necessary fine adjustments and registrations by pressing the A M key in front For rotation to CI depress the A M key for a couple of seconds Note this program can only be used when using the station unit as a total station A Stn 5 2 Geodimeter CU Software How to use How to use The Geodimeter CU is now in program 0 P0 Choose program 22 Angle Measurement STD PO 13 38 HA 310 8390 VA 98 1720 Ge 2 2 ES The program name 2 face Ang Meas is seen very briefly on the display followed by request of which Job file you want to store your angle measurements in Key in for example 16 STD P22 13 38 Job no
131. g 3 Cross sect def 4 Camber 5 Layer 6 Length 7 All files 8 Exit Select in which device roadline data is stored In this case we select 1 Imem Sel dev 10 17 1 Imem 2 Xmem Key in the name of the area file you wish to check and press ENT P39 10 17 Geodimeter CU Software 16 55 16 P39 RoadLine 3D The program check each element stored P39 10 17 Elem 1 Diff ENT Note A comparison with the total longitudinal centre line measurement of each individual section station is carried out If the final result gives an error message one or more elements contain errors are gt 20mm Recheck the roadline and define the element with an error The element can be changed with Edit Setout Before any setting out task can be commenced you will have to do a free or known station establishment This is done with Program 20 Stn Est After having stored the roadline and thereafter checked that it is OK you can start with setting out After keying in section station and Centre line offset values the program will calculate bearing and distance to these roadline points Three dimensional setting out of cross sections can be performed if heights have been included in the station establishment Storage of control data The coordinate deviations will represent the differences between the stored set out point coordinates and the actual set out point coordinates This is th
132. ght road half nn 5 Cross sections for left road half nn 6 Camber information for right road half nn 7 Camber information for left road half nn 8 Length table for defining kilometre sectins that aren t a kilometre mainly for use on Swedish railways Camber Super elevation Requirements To work with Program 39 the areafile nn 1 must be stored Ifyou wish to include heights relative to the centre of the road the areafile nn 2 must be stored Ifyou have defined a cross section and wish to refer the heights to this the areafiles nn 3 nn 4 and nn 5 must also be stored 16 4 Geodimeter CU Software Store Ifyou wish to use the camber super elevation function also the area files nn 6 and nn 7 must be stored Ifyou want to use Length tables mainly for Swedish railways the area file nn 8 must be stored Ifyou wish to use the layer function the areafile nn must be stored e It is not necessary to define a point code in all files but it is of great help Horizontal Alignment In order to work with P39 at all you must have keyed in data for the horizontal alignment of the roadline This will be stored as section station the starting point coordinates for the element and possibly a radius or a parameter for an arc and clothoids When you store clothoids spirals you can choose between keying in A parameter or to key in radius and length The roadline must begin and end with a straight element
133. h a height profile 80 60 39 16 004 80 80 39 15 657 80 450 568 39 11 581 64 8000 80 746 568 39 13 801 80 1233 983 39 26 474 64 16000 Store vertical alignment Select program 39 and press ENT ZS EN EN ES Select 1 Store Roadl 3D 10 17 1 Store 2 Check 3 Setout 16 12 Geodimeter CU Software Store Since it is the vertical alignment you will store select 2 Vertical alig Store P39 10 17 1 Roadline 2 Vertical alig 3 Cross sect def Key in the name of the areafile in which you wish to store the vertical alignment and press ENT The area file will automatically get the extension 2 ENT Select in which memory unit you wish to store the vertical alignment In this case we choose 1 Imem Sel dev 10 17 1 Imem 2 Xmem Geodimeter CU Software 16 13 16 P39 RoadLine 3D Select element type 1 straight 2 Arc 3 Parabola or 4 Roadline end In this case we choose 1 Straight Store 10 17 1 Straight 2 Arc 3 Parabola Key in the first section station number for the roadline and press ENT ENT Key in the height value for the chosen section station and press ENT P39 10 17 Sect XXX XXX ELE 16 14 Geodimeter CU Software Store Select type of element 1 Straight 2 Arc 3 Parabola or 4 Roadline end In this case we choose 2 Arc Store
134. he program P40 10 16 Log on YES Step 1 is Label No for operator Key in 53 and ENT P40 10 17 P1 Step no 1 Label no _ EN El ES Label type duplication type 3 as it is often same operator who uses the instrument daily Key in 3 and press ENT If you leave the line blank you will return to the previous menu P40 10 17 P1 Step no 1 Label Operat Type _ Geodimeter CU Software 17 11 17 P40U D S Here you have a chance to change your mind e g if you made a mistake with either label choice and or label type In this example we press YES P40 10 16 P1 Step no 1 Dup Operat Ok YES Label no for Date Key in 51 and ENT P40 10 16 P1 Step no 2 Label no _ EN EM This value will be taken directly from instrument as you have chosen label type 0 you will not need to key in the date Key in O end ENT P40 10 17 P1 Step no 2 Label Date Type _ EN ES Press YES to accept the label Carry on in this manner using the filled in example on page 17 8 If you loose track as to where you are in your 17 12 Geodimeter CU Software How to use sequence you can easily see this by checking on the step No P40 10 16 P1 Step no 2 Meas Date Ok YES When you come to step No 6 which is the point at which you wish to terminate the sequence do as follows Th
135. he standard deviation based on all the observations If the standard deviation or difference in elevation in the case of 2 points should be too large answer the question Diff ok S_dev ok with No and perform the measurements again YES 4 8 Geodimeter CU Software How to use This is the ground point elevation of your free station Press ENT STD P21 10 19 ELE xx xxxx ENT If the result of your calculation is to be used the point must be stored in an Area file Answer the question with Yes ENT P21 10 19 Store YES Note If no instrument height was given see page 4 3 and the instrument point elevation was calculated the question Store will not appear However the instrument will retain the elevation data until it is switched off In this example we wish to store the elevation coordinates for our station point in the same Area file as the station coordinates for your free station Select the same Area file in which your free station establishment is stored P21 10 20 Geodimeter CU Software 4 9 4 P21 Z IZ If an elevation already exists for the station point you are given the question Replace Z Press Yes or ENT to store the new Z or press No to keep the old one The program now returns to PO and you can select the next program P21 10 20 Replace Z YES Here are the data stored in the Area
136. hese two programs the three dimensional coordinates of a point can be calculated and stored in the same Area file and under the same point number in the memory unit you select In such cases free station establishment shall be carried out before measuring elevation Z IZ also includes P43 Enter Coordinates Program 21 ZIIZ Program 20 Program 43 Station Establishment Enter Coordinates 4 2 Geodimeter CU Software How to use How to use One application for which Z IZ is ideal is to determine the height of a point whose coordinates are known that is in combination with P20 Free Station function In the example below we have chosen to carry out this kind of measurement and calculation It is assumed that you have already established your station P20 see page 3 2 and that the points whose coordinates are known are stored in an Area file However P21 can also be used independently for height calculation The instrument s station has been established Select program 21 Z IZ o EM EM ES Key in your station number and press ENT Geodimeter CU Software 4 3 4 P21 Z IZ In what memory unit is your Area file stored In this example we are using the internal memory Imem Sel device 10 17 1 Imem 2 Xmem Key in the number of the Area file in which we have stored the points whose coordinates are known which we shall be using to determine the height of
137. hoose whether your wish to measure or set out points relative your reference line Your can also exit from the program with 4 In this case we choose to setout points Press 2 3 New refline 4 Exit This menu will only appear if you have a known reference line Choose 1 to set out with Radofs and Rt ofs P24 10 18 1 Radofs Rt ofs 2 Coord See page 7 29 for instructions of how to set our with coordinates Geodimeter CU Software 7 23 7 P24 RefLine Here your are able to key in which Radofs increment you want to use STD P24 10 18 Radofs inc ENT Enter the signal height P24 10 18 ENT Enter a number for the first point you wish to set out The program will automatically increment the point number when you continue with the next point P24 10 18 Pno ENT Here you have the opportunity to choose a Pcode for the point you want to set out The numerical value you enter corresponds to an alpha title which you enter with Program 45 Pcode If you leave the line blank the question will not appear for the next point 7 24 Geodimeter CU Software Setout With Radofs Rt ofs P24 10 18 Pcode ENT Note If you want Pcode to be stored it must be added in the output table Enter the radial offset to the set out point See figure 7 11 on page 7 26 P24 10 18 Radofs ENT Enter the right
138. hosen 14 28 Geodimeter CU Software CHAPTER P33 Robotic Lite MBE ii sd A ies cence eae 15 2 Automatic Se ar ista erena asedio 15 3 Default Setting Ser ion O 15 3 HOW TO USC nana ada 15 4 15 P33 Robotic Lite In General Robotic Lite is a program for collecting large amounts of data for volume calculations terrain models or hydro graphic applications With Robotic Lite you can collect data as a single user The only requirements are that you have a servo instrument with a tracker and a remote measuring target RMT The instrument will follow the RMT and store data with preset intervals These can either be in form of the time between measurements or the time you have held the RMT still The program is divided in two parts 1 Time amp Dist Enter a time e g 10 seconds and a distance e g 2 meters and the instruments will register data every 10th second under the condition that you have moved not less than 2 meters from the last point of registration 2 Stop amp Go Enter a time e g 2 seconds and a distance e g 2 meters and the instrument will register data when you have moved more than two meters under the condition that you have held your target still for not less than 2 seconds A useful function in Stop amp Go is that the tracklight is automatically switched on when the program is initiated and starts flashing When a registration is made the flash stops for 2 seconds and you get a confirmation tha
139. ial off ENT Note Only displayed if Job Mem is switched on MNU61 Key in your station number ENT Key in the name of the Area file in which you have stored your station point and your reference object If you leave Geodimeter CU Software 3 9 3 P20 Station Establishment the line blank you are able to enter the coordinates manually See Enter the coordinates manually page 3 10 ENT In which memory unit is the Area file stored In this example we are using the internal memory Imen Sel device 10 17 1 Imem 2 Xmem Note See note on page 3 33 Enter the coordinates manually Continue from page page 3 9 Enter your station coordinates Leave the ELE blank for no height establishment This display will only appear if you have left the Area file line blank Coord 10 17 N xxxx E xxxx ELE xx ENT Are your coordinates correct Press Yes ENT to accept them If you press NO you will return to the question about 3 10 Geodimeter CU Software How to use STN and Area If the coordinates have to be changed use Edit or P43 Enter Coordinates In this example we will continue by accepting them Stn ok N xxxx E xxxx ELE xx ENT Note Only displayed if Confirmed is switched on MNU 61 Are you going to measure heights Accept this question by pressing ENT Yes
140. if OK Stn ok N XXXXX XXX YES Now the instrument is orientated Do you want to store the point in an Area file answer this question with YES ENT STD Store YES 3 60 Geodimeter CU Software How to use Key in the name of the Area file in which you want to store the point Then press ENT PO 10 21 Area ENT In which memory unit is your Area file to be stored In our example we are using the internal memory Imem Sel device 10 21 1 lImem 2 Xmem Geodimeter CU Software 3 61 3 P20 Station Establishment 3 62 Geodimeter CU Software CHAPTER P21 Z IZ In General O Te 4 2 Fow 10 USE cseicd thetic anida buiedacutiadda coats a v addatente dd 4 3 4 P21Z IZ In General Z IZ is a program for calculating instrument elevation It will provide several results such as the ground point elevation or the instrument point elevation These are obtained by measuring the vertical angle and length of slope to one or more points of known height This field calculation is also called instrument point elevation resection as the mean height and standard deviation are calculated from all the observations Z IZ can be used in a number of applications For example it is naturally advantageous to combine Z IZ and Station Establishment Free Station when having established your station point in only two dimensions N and E By combining t
141. imum number 10 Press Yes STD 10 21 more YES Key in the third point to be used and repeat the procedure described above In this example we have measured and stored a total of three points whose coordinates are known for our known station Assuming that these have been measured and registered let us continue directly to the question more after storing the last point Note If you are using a servo instrument press the Ga key to position to point 2 10 Fine adjust manually All points to be used for our known station establishment are now stored Answer more with NO The program immediately calculates your station coordinates STD 10 22 more 3 26 Geodimeter CU Software How to use Now you re taken to the Select menu Here you can choose to either exit P20 edit the point list recalculate the point data or add more points You can switch between the two pages by pressing the ENT button In this example we choose to edit the point list Press 2 See next step Select 10 22 1 Exit 2 Point list 3 Recalc Select 10 22 4 Add point Here you can choose which points you want to use in the point list Choose On Off or Delete by pressing the NO button then accept with ENT On Pno xx Diff HD x xxx Diff HA x xxxx ENT When you have chosen your points for the point list and accepted with ENT calculation automatical
142. inates Forward Do you wish to measure more points press YES Press NO to exit the program Answer NO to the question Ena if you re not finished P27 10 21 more Note If you choose YES see next step P27 10 21 end Note This question will not appear if you have chosen to close If you wish to re measure a foresight point press 1 You will then get an info message Info 55 and a question New foresight Press 3 to measure other points YES P27 10 21 1 Foresight 2 Refobj 3 Other 10 16 Geodimeter CU Software How to use The instrument returns to program 0 See next page for instructions of how to start the program on the next station PO 10 17 Temp 20 0_ Start program 27 iS 2 KA EX Choose 1 if you wish to start a new or choose 2 if you wish to continue with the old P27 10 21 1 New 2 Continue Aim at your reference object and press A M P27 10 21 Aim at refobj Press A M Geodimeter CU Software 10 17 10 P27 Moving Coordinates Forward Press A M and REG if distance is to be measured otherwise press only REG STD P27 10 21 HA XXx Xx VA XXX XX 10 18 Geodimeter CU Software Registered Data How to use Job file Comments First Station data using one reference object Text Label Description Activity OS 61 Station data Pno STN 5 Pcode
143. ind it an error will be given i e INFO 32 2 10 Geodimeter CU Software Examples If wishing to find data which belongs to one particular label the find routine will jump consecutively through the file from that particular label No to the next one jumping the other labels in between In order to first find the point No you first have to choose the label No for Pno Key in 5 and ENT Imem Job 16 05 Find Label EM EL Here the Pno is being asked for Key in 204 and ENT Imem Job 16 05 Find Pno Data _ ES ES EN ES You know that in the UDS you are using SH lies 2 steps after Pno 204 Press the gt key A M numeric keyboard TRK alphanumeric twice or keep it depressed until SH is found Imem Job 16 05 Pno 204 Beg End lt gt Geodimeter CU Software 2 11 2 Edit amp View In order to change the SH from 5 to 1 7 press the CHG key REG numeric keyboard STD alphanumeric Imem Job 16 05 SH 5 Beg End lt gt Reo sTo Overwrite the displayed data Key in 1 7 and press ENT Imem Job 16 05 Change SH Data 5 EN EN EA ES The correct SH is now stored in the memory device Press MNU twice to return to the theodolite mode Imem Job 16 05 SH 1 7 Beg End lt gt STD PO 17 55 HA 355 3245 VA 101 4252
144. ion 3 16 24 Geodimeter CU Software Store Select in which memory unit you wish to store the profile In this case we select 1 Imem Sel dev 10 17 1 Imem 2 Xmem Key in the number for the profile you wish to define and press ENT P39 10 17 Profil ENT Select 1 HT if you wish to enter the profile with distance and difference in height or 2 Slope if you wish to enter the profile with a slope and a distance In this case we select 1 HT Enter P39 10 17 1 HT 2 Slope Note Ifyou choose alt 2 you can not enter the radius but you store data as a slope and the program will calculate this into a height Geodimeter CU Software 16 25 16 P39 RoadLine 3D Select type of element 1 Straight or 2 Arc 3 Ready you choose if you are ready with storing cross sections In this case we select 1 Straight P39 10 17 1 Straight 2 Arc 3 Ready Here you can key in a code for the point This can then be useful if you wish to search for the point by its code ENT Key in the Centre line offset and press ENT 16 26 Geodimeter CU Software Store Key in the difference in height between the middle of the road and the chosen profile and press ENT ENT Select type of element 1 Straight or 2 Arc 3 Ready you choose if you are ready with storing cross sections In this case we sel
145. ion part of the program see page 14 3 or if the target is temporarily hidden P32 10 17 No of remeas 2 ENT Do you wish to get the distance measured in C2 If so press YES or ENT ENT Enter the station number and press ENT Stn 10 17 Stn 1000 ENT Geodimeter CU Software 14 19 14 P32 Angle Measurement Plus Enter a point code for the station and press ENT Stn 10 17 Stn 1000 Pcode 1 ENT Enter an instrument height and press enter Stn 10 17 Stn 1000 Pcode 1 IH x xxx ENT Key in a name for the first point and press ENT Point1 10 17 Point 2000 ENT Do you wish to increment the point number for each new point press YES or ENT otherwise press NO Point1 10 17 Point 2000 Incr ENT 14 20 Geodimeter CU Software How to use Here you have the opportunity to choose a Pcode for the first point If you don t wish to have any Pcode leave the line blank and press ENT Point1 10 17 Point 2000 Pcode 2 2 EN Key in the signal height for the first point and press ENT Point1 10 17 Point 2000 Pcode 2 SH x xxx ENT Key in a name for the second point and press ENT Point 2 10 17 Point 2000 ENT Geodimeter CU Software 14 21 14 P32 Angle Measurement Plus Here you have the opportunity to ch
146. irst half circle Se figure 7 10 on page page 7 2 In this example we press YES If you press NO the question Second halfcircle will appear P24 10 18 First halfcircle YES Note Only asked if the switch Ask circ seg is set to yes The program has calculated a slope for the reference line with help of the points A and B Accept it or key in a new 7 18 Geodimeter CU Software Measure slope The slope of the line is a negative figure for a down ward slope and a positive figure for an upward slope P24 10 18 Slope ENT Enter the signal height P24 10 18 ENT Aim at the first point and press A M to start measurement STD P24 10 18 HA VA Note You can also change to another measurement mode at this point TRK or D bar Radofs is a definition of how far your measured point lies from point A RT ofs is defined as the right angle distance from reference line AB dELE is the difference in height from point A If you have defined a slope dELE is calculated as the deviation from the theoretical point Geodimeter CU Software 7 19 7 P24 RefLine STD P24 10 18 Radofs RT ofs dELE ENT See figure 7 10 Offset definitions measuring mode on page 7 21 for offset definitions RadofB is a definition of how far your measured point lies from point B STD P24 10 18 RadofB RT ofs dELE
147. is is equivalent to choosing Label No 79 END Press only ENT P40 10 21 P1 Step no 6 Label no _ Ok ENT This is the label type for a single nonlinked sequence Key in 6 and ENT P40 10 21 P1 Step no 6 Label Special Type Geodimeter CU Software 17 13 17 P40U D S Key in YES to accept the label P40 10 21 P1 Step no 6 Single Ok YES You are automatically returned to the program 0 In order to be able to continue with sequence creation it is necessary to choose Program 40 before starting with Program 2 STD PO 10 21 HA 32 9960 VA 48 9088 U D S Examples The design of U D S s is of course dependent on how your existing software accepts data recorded in CU Formatting possibilities must exist within the system so as to be able to present the recorded and transferred data in a suitable lay out This may entail some small changes to existing data transfer programs or even the necessity to create some new ones 17 14 Geodimeter CU Software Recording of raw data Prog 1 General How to use Prog 2 Stn Est Label Text Type Label Text Type Logon 10 Logon 10 53 Operat 3 Stn 1 51 Date 3 IH 1 52 Time 3 62 RefObj 1 56 Temp 1 21 HAref 1 74 Press 1 79 END 7 79 END 6 Prog 3 Survey with Prog 4 Survey with no heights heights Label Text Type Label Text Type 5 Pno 4 5 Pno 4 4 Pcode 3 4
148. ive value being duplicated in the recording device This is done by using the F4 function this function must be used before pressing the REG key In cases where ordinary Dup and incr decr label types are used use of F4 function will result in the Prompt and its respective data being added to the already in buffer memory recorded data In other words the point code data will be duplicated This can be erased and corrected with EDIT later if you have access to that particularly software This applies to all data which has been wrongly recorded while using the Auto dup Incr Decr in the connected recording device So even if you have pressed the REG key it is never too late to erase and or change and correct wrongly recorded point code data Correction of wrong and entry of new Pno and SH values can be treated in the same manner 20 4 Geodimeter CU Software How to use How to use Switch on the instrument and go through the Start procedure until the instrument is in theodolite mode The instrument s station has been established Select program 45 Pcode STD PO 10 16 HA 392 9095 VA 102 8955 0 ES EN ES Choose the numerical value of the pcode to which you wish to give an alpha title In this example we choose 1 and press ENT P45 10 17 The instrument adopts the ASCII mode key in the complete alpha title or abbreviated alpha title of the point code In the example we key in 8
149. izontal Distance HD 96 0008 ENT Note Skip point Press CL to skip the point and continue with a new point STD P28 10 17 DHT 4 784 Grade 8 984 Press ENT to see the coordinates for the point or press REG to store the point and continue with a new measurement Press CL to skip the point and continue with a new point The program automatically increments the point number Accept it enter a new value or press PRG 0 to exit to program 0 11 8 Geodimeter CU Software How to use Job file in Imem Comments Prism offset Stored before the first measurement distance BC User defined data pnt A User defined data pnt B Activity code Calculated data follows Data for the obstructed point C Pno Pcode Stored if it has been entered N E ELE HA HD DHT Grade Figure 11 14 List of data stored in the selected Jobfile Geodimeter CU Software 11 9 11 P28 Obstructed Point 11 10 Geodimeter CU Software CHAPTER P29 RoadLine INGeneral it iia od 12 2 StructUfe vicio iaa andas 12 3 A a a a a a a aI a 12 3 Cheka aa 12 5 SEO Utd da 12 5 MCAS UIC unica lidad 12 6 HOW TOUS Citi AiO 12 9 A T SOl Cn dave Gaheennaednbed acted 12 9 P29 2 ONO Cia ia as 12 14 P29 3 Set Oti A A a 12 16 P29 4 MeasuTe cid ia id 12 30 12 P29 RoadLine In General RoaldLine is a program for setting out road rail lines It is easy to use and contains routi
150. l be prompted the following No meas made REG OK Press YES or ENT to accept or NO to cancel D 041 10 17 HA 100 0021 VA 102 2815 This is the second measurement towards point 2000 in face 1 Press REG to store the measurement D 041 10 17 HA 100 0021 VA 102 2815 SD 244 903 Press A M to measure or REG to store without measuring In the second case you will be prompted the following No meas made REG OK Geodimeter CU Software 14 15 14 P32 Angle Measurement Plus Press YES or ENT to accept or NO to cancel D 0 1 10 17 HA 106 8589 VA 101 1072 This is the second measurement towards point 2001 in face no 1 servo only Press REG to store the measurement Switch to face 2 automatic if you have a servo instrument D 0 1 10 17 HA 106 8589 VA 101 1072 SD 372 290 The following display appears if you have a mechanical instrument disappears when you get within 1 grads of the point P32 10 17 Aim to point 2001 dHA 199 dVA 197 Aim towards the second point 2001 in face 2 and press the A M key on the back of the instrument em 14 16 Geodimeter CU Software How to use Aim towards the first point 2000 in face 2 and press the A M key on the back of the instrument O m If switch no 5 is enabled the instrument will automatically switch to face no 1 servo only Her
151. lImem 2 Xmem Geodimeter CU Software 3 45 3 P20 Station Establishment Note Only if Point List is on in configuration Pointlist ON Job File Area File Pno 5 Pno Stn 5 SH 6 N 37 Coord 37 38 39 E 38 Raw data 7 8 9 S_dev 46 Scale factor 1 if OFF 0 ELE 39 Weight s if OFF 0 Info S_dev_Z 0 dHA 45 S_dev 46 Info S_dev_Z 0 Info Point list 0 Pno 5 Used raw data Ang Dist 0 Height dN 40 dE 41 dELE 42 Stn no 2 Stn coordinates 37 38 39 RefObj Blank 62 RefObj coordinates 0 000 37 38 39 dHA correction HA ref 21 value of the A calculated bearing HD 0 11 orientation which IH 3 is normally a low figure 3 46 Geodimeter CU Software How to use Here are the data that can be stored in the Job or Area file you have chosen if you have activated the point list in the configuration routine This is your old station ground elevation Press YES ENT if you want to replace the old elevation with the new or press No to cancel it In this example we press ENT This display will only appear if the ground elevation has already been determined 10 16 ELE x xxx Replace Z YES Now the instrument is orientated Do you want to store the point in an Area file answer this question with YES ENT Store YES Note That the current instrument direction is stored as HA ref Geodimeter CU Software 3 47 3 P20 Station Establishment
152. la and press ENT Upwards is entered with at positive figure and downwards Geodimeter CU Software 16 17 16 P39 RoadLine 3D with a negative This display will not be shown if this data is not required i e if the previous element is straight ENT Key in coefficient for the parabola and press ENT If you key in 0 000 the parabola will be calculated by the program provided that the intersection of both lines lies halfway between the two points that are about to be connected P39 10 17 Sect XXX XXX Slope Coeff ENT Continue to key in the different elements for the vertical alignment Select 4 Roadline when you are finished Store P39 10 17 1 Straight 2 Arc 3 Parabola Key in fourth and last section station number for the roadline and press ENT Key in the end section station or 16 18 Geodimeter CU Software Store leave the line blank if you already have defined the end of the height curve In this case we leave it blank Cross Section The cross section is divided in 3 different areafiles 3 which contains all cross section definitions which will be used along the road 4 which describes how the right half of the road changes along the road and 5 which describes the same thing for the left half of the road Cross section definitions road profiles The cross section is defined by a number of breakpoints as Horizontal and Vertical offsets
153. le the key continues to operate with its original function 2 2 Geodimeter CU Software How to use How to use The program consists of three modes of operation each with its own menu The modes are 1 View 2 Edit and 3 Directory To enter the editor follow the instructions below Startup Enter the program via menu 2 STD PO 11 41 HA 41 9087 VA 23 9876 In which memory unit do you want to work 1 the internal memory or 2 an external memory Memory 11 41 1 Imem 2 Xmem You are now displayed the remaining memory capacity total number of Kbytes free Press ENT to step further Imem Area 11 41 31 675 Kby free ENT Geodimeter CU Software 2 3 2 Edit amp View View In this mode you can select which file you want to view Her you can also view the functions to step forward or backwards in the file Imem Area 14 50 lt Current memory unit and file type lt Current file number lt Command line Beg Jump to the beginning of the file End Jump to the end of the file lt Step to the previous line in the file gt Step to the next line in the file Note arrowkeys If the arrowkey is held depressed you will automatically step to the next previous line without having to press the key repeatedly 2 4 Geodimeter CU Software ENT Edit How to use Press this key to step to the next mode EDIT Press this key to r
154. le in which you which to store data about your measurements A list of data stored in the selected Job File can be seen on page page 11 9 ENT Note Displayed if Job Mem is switched on MNU61 Choose in which memory unit you wish to store your Job file Activate deactivate a memory unit by pressing its Geodimeter CU Software 11 3 11 P28 Obstructed Point corresponding key number and ENT In this example we choose 1 Imem P28 10 16 1 Imem off 2 Xmem off 3 Serial off EN 2i Note Only displayed if Job Mem is switched on MNU61 Enter the prism offset and press ENT EN ES Enter the distance BC that is the distance between prism B and the obstructed point C See page 11 2 figure 11 13 P28 10 16 dist BC ENT 11 4 Geodimeter CU Software How to use Enter a point number for the point to be measured and press ENT ENT Here you have an opportunity to enter a Pcode for the point The program will propose the last Pcode entered Accept it key in a now or leave it blank for no Pcode If you leave it blank this question will not appear for the next point P28 10 16 Pcode ENT Start with measuring towards the first prism A and press ENT P28 10 16 meas A ENT Note If your have a signal from the prism you can start the measurement at this point by pressing A M
155. ly starts and the result is shown in the display Press ENT to exit to the Select menu Geodimeter CU Software 3 27 3 P20 Station Establishment Result List 3 Used 3 S_dev HA x xxxx Press ENT ENT Now you re taken back to the Select menu Here you can choose to either exit P20 edit the point list once again recalculate the point data i e se the result once again or add more points Switch between the pages with ENT Select 10 23 1 Exit 2 Point list 3 Recalc ENT Press 4 if you want to add points to improve the result In this example we re satisfied with the result Press 1 to exit P20 Select 10 23 4 Add point Note That the current instrument direction is stored as HA_ref 3 28 Geodimeter CU Software How to use Job File 1 ref point Job File 2 10 ref points Job File Stn Stn Coordinates RefObj RefObj Coords HA_ref HD IH 2 37 38 39 62 37 38 39 21 11 3 Stn Stn Coordinates RefObj SH RefObj Coords Raw data Weight 1 if OFF Info Diff HA or S_dev HA Info Point list RefObj Delta HD if available Delta HA Stn Stn Coordinates RefObj Blank RefObj Coords 0 000 HA_ref HD 0 IH 2 37 38 39 5 6 37 38 39 7 8 9 0 0 0 5 76 45 2 37 38 39 62 37 38 39 21 11 3 Here are the data that can be stored in the Job file you have chosen
156. m suggests the next section station Key in the section station and the Centre line offset you wish to set out TRK P39 10 17 Sect 440 000 ENT Geodimeter CU Software 16 71 16 P39 RoadLine 3D Measure This option enables the operator to localize the section station Centre line and the difference in height relative to a stored roadline You simply measure an arbitrary point and the program calculates the section station Centre line offset and coordinates of the point This part of the program is especially suitable for cross sectioning or localizing an obstacle when checking a planned section of road Measure Select program 39 and press ENT until this display appears o EN EM El Select 4 Measure and press ENT Roadl 3D 10 17 4 Measure 5 Slopestake 6 Ref Point EA ES Key in the Job file in which you wish to store the measured point coordinate deviations P39 10 17 Job no _ ENT 16 72 Geodimeter CU Software Measure Select in which memory unit you wish to store the Job file and press ENT In this case we select 1 Imem P39 10 17 1 Imem off 2 Xmem off 3 Serial off ENT Note Only displayed if Job Mem is switched on MNU61 Is this the station you chose when you ran program 20 prior to P39 If no station establishment has been made P39 will automatically start
157. ment sides The heights cannot be deselected which means that the height curve for the centre line of the road must exist to be able to run this option area files nn 1 nn 2 3 4 5 are required First you have to select the section station to work at The program will calculate N E ELE using C1 Offset 0 and the last point in the cross section This results in that a reference line will be drawn between these two points in the horizontal plane During the survey you will get continuous information about Radofs C1 Offset RT ofs Deviation from section station and dELE Deviation from stored cross section When dELE is zero the Catch point is found The surveyor can press REG when he thinks he is close enough to the point Slope stake Catch Centre line point Reference line Roadline Calculated height 7 Measured Point 16 78 Geodimeter CU Software Slope Staking Slope Stake Select program 39 and press ENT until this display appears o EN EM ES Select 5 Slope stake and press ENT Roadl 3D 10 17 4 Measure 5 Slope stake 6 Ref Point ES ES Key in the Job file in which you wish to store the measured points data and press ENT ENT Note Displayed if Job Mem is switched on MNU61 Geodimeter CU Software 16 79 16 P39 RoadLine 3D Select in which memory unit you wish to store the Job file and press ENT In
158. meter CU Software In General 2 Free station for free station establishment using 2 8 points whose coordinates are known 3 Known station for station establishment when the coordinates of your station point and up to ten reference objects are known Preparations Before station establishment can take place the coordinates and point numbers must be stored in an Area file either in the internal memory or in an external memory such as Card memory or using P43 Enter Coordinates or downloaded from a computer These coordinates are then used in P20 when you retrieve the correct Area file and Pno Known Station amp Known Station When establishing a station at a known point you will only need the point numbers for your station point and reference object The instrument will then calculate bearing and distance automatically To increase the accuracy of the bearing a new routine called Known Station has been implemented in the instrument By using this function you can measure to up to ten reference objects and also obtain a standard deviation S_dev See more about this routine on page 3 15 When running Known Station in P20 you decide whether or not elevations are to be used in other calculation programs Here you also indicate in what Job file station data and possibly other data to be calculated later will be stored and in what Area file the coordinates are stored See on page 3 29 what is stored in the selected Jo
159. n 1 off 0 ENT This is the difference in distance between your measured point and the theoretical point along the line of measurement A minus sign indicates that the measured Geodimeter CU Software 3 41 3 P20 Station Establishment point lies beyond the theoretical point A plus sign indicates that it is ahead of that point Pno 1 Radofs x xxx on on 1 off 0 ENT This page is shown for all points that have 2 coordinates and one measured distance Any one of these points can be used for calculation of the station height The displayed value is the difference between the calculated average height and the height calculated from this point only Pno 1 dELE xxx on on 1 off 0 How to use the point list cont After going through the point list and possibly deactivating one or more parameters of your points you will have to recalculate using the coordinates you want for your free station establishment Do this by selecting function 2 Recalc Free Stat 10 16 1 Pointlist 2 Recalc 3 Exit 3 42 Geodimeter CU Software How to use These are your new station coordinates together with the resulting standard deviation in N and E To see the standard deviation in N and E plus the scale factor used switch the display by pressing the ENT key STD 10 16 N 61732 568 E 21806 327 S_dev 0 002 ENT This is the standard deviation in N and E plus
160. n directly from instrument VA 8 0 SD 9 0 END 79 5 Prog loops back to first step in this sequence Pno 17 8 Geodimeter CU Software In General The programs sequences on the previous page are only examples of how you could design your field data recording sequences Normally the surveyor is aware of the different types of projects in which he or she shall be involved and it is therefore possible to design in advance those programs which he or she may need and store them in instrument In the event of some unusual survey task turning up for which time is no stored program it is a case of just entering the required sequence into instrument directly in the field Geodimeter CU Software 17 9 17 P40U D S How to use Select program 40 U D S STD PO 10 16 HA 392 9095 VA 102 8955 Zo EN EN ES You are now ready to begin with creation ofthe U D S s 1 2 and 3 on the previous page First key in 1 and ENT P40 10 17 Prog no ENT Enter a name for the U D S program Press the ASCIl key to enter an alphanumerical name max 16 characters Press ENT when ready P40 10 17 P1 Name _ ENT Note If the program already exists this question appears Press YES to view the program or NO and Yes to delete it 17 10 Geodimeter CU Software How to use P40 10 17 Prog no 1 View Press YES or ENT to put log on first in t
161. n key in this and press ENT Otherwise you leave the line blank and press ENT and let the program calculate in the closest section station to your present position See If you know which section is closest to the point cont page 16 83 ENT You are now in theodolite mode and can start measuring Aim at the prism to start the measurement TRK P39 10 17 HA 39 8975 VA 120 8995 16 82 Geodimeter CU Software Slope Staking When the distance has been measured press REG to check the point you stand at TRK P39 10 17 HA 39 8975 VA 120 8995 SD 9 00 The program suggests a section station on the roadline Accept this section with ENT or press NO to look for another section ENT Select an even section station or accept the suggested section station In this case we accept the suggested section with ENT ENT If you know which section is closest to the point cont Aim at the prism to see how you lie relative to the current cross section Geodimeter CU Software 16 83 16 P39 RoadLine 3D TRK P39 10 17 HA VA Here you can see how you lie relative to the cross section When both RT ofs and dELE are zero you have found the cross section and can mark your Catch pnt Press ENT to see the coordinates for the point or REG to continue with the next point TRK P39 10 17 Radofs RT ofs dELE ENT Press REG to sto
162. n the radius P24 10 18 RADIUS ENT Do you want to measure along the Short Circle See figure 7 10 on page 7 21 In this example we press 7 12 Geodimeter CU Software Known Line YES If you press NO the question Long Circ AB will appear P24 10 18 Short Circ AB YES DIST A B displays the horizontal value between point A and B Start shows the start value from point A P24 10 18 DIST A B Start ENT To Measure go to page 7 18 To setout See Setout with Radofs Rt ofs on page 7 23 or Setout with coordinates on page 7 29 Geodimeter CU Software 7 13 7 P24 RefLine Unknown Line In this example we choose 2 since we want to measure two points and use them as reference line P24 10 17 1 Known Line 2 Unknown Line Key in your Station P24 10 17 Stn ENT Are you going to measure heights If you decide not to measure heights it means that the instrument height IH and signal height SH will be ignored In this example we choose to measure heights Press YES or ENT P24 10 17 HT measure YES 7 14 Geodimeter CU Software Unknown Line Enter the instrument height and press ENT P24 10 17 ENT Key in the point number for point A on your reference line P24 10 17 Ref line Point A Pno ENT Enter the signal height and press ENT
163. ncncnonnonononononcnnnnnnnnnononononecos 10 11 Registered Data a enseia E EE 10 19 P28 Obstructed Point IREE eE E AEE E E AE at ee 11 2 ONAM USC EEEE a 11 3 P29 RoadLine IN Gee ral EAEE E EEE EEE EAEE AER ESEESE EA 12 2 Structures Tida idas 12 3 OOE i or daa 12 3 A EEIE EREE EE AA 12 5 O RON 12 5 Table of Contents 13 14 15 16 Measures leads 12 6 How O US ui a a ee 12 9 PIO O omo a 12 9 PL e NEEE id dai 12 14 P29 BESO Md o 12 16 PA MCaSUTC nioran iiai 12 30 P30 Measure Coordinates Menea e A da 13 2 FIOW 10 USB a 13 3 P32 Angle Measurement Plus IN GONG Ale iia Ae eee aes 14 2 Configuration Arale rare dentadas 14 3 FO WISE as 14 5 P33 Robotic Lite MG ni te a a e 8 e 15 2 Automatic SearcCh ooooonococononononnnananicnnnnnnnnnonocinanananoss 15 3 Default Stun ess iii ti 15 3 FlOWO USO a o cla O ed e RE 15 4 P39 RoadLine 3D INGeneralunii a A E 16 2 MOMO ai 16 3 Horizontal Alignment ooonconnconococonnnononononnnonnnonnnconocnnos 16 5 Vertical AlignMeNt ooononnnnnnonnnoncooncnnnconnconoconocanonanoo 16 11 Cross Section ooooococcnnnoncconancccnonnnnononnnnccnnnonononnanocnnnonoos 16 19 GPT oes ear a E Ee ce Re 16 35 Table of Contents 17 Length Table inline 16 48 Check cita in a E did 16 54 DOMO di DS 16 56 A RT 16 59 Setout With Countdown to Zero ccococcocccincncnnnnncccnnnns 16 64 Setout With Radial Right Angle Offset 16 69 Measures taaotat toda dea ad 16
164. nd press ENT P39 10 17 ENT Key in the point code for the definition point that has the correct centre line offset and press ENT or leave the line blank to enter the centre line offset manually P39 10 17 16 106 Geodimeter CU Software Reference Point The program checks your chosen roadline Please wait P39 10 17 Roadline check Please wait ENT Select which section interval you shall have in this roadline and press ENT If you chose this interval when you stored the roadline the program selects that value P39 10 17 ENT Select 1 to set out reference points 2 to measure reference points or 3 to end program In this case we select 2 Measure P39 10 17 1 Setout 2 Measure 3 Exit Do you know which section station is closest to the point you are about to set out you can key in this and press ENT Otherwise you leave the line blank and press ENT and let the program calculate the closest section station to your Geodimeter CU Software 16 107 16 P39 RoadLine 3D position See f you know which section is closest to the point cont page 16 109 P39 10 17 ENT Aim to the prism and press A M to start the measurement STD P39 10 17 HA VA When the distance has been measured press REG to check the point you stand at STD P39 10 17 HA VA SD 16
165. nes for registering section interval centre offsets section chainage in some countries or station in USA coordinates and different types of road rail elements The program also contains check control function which ensures that the stored element parameters are correct Two methods can be used while setting out 1 Conventional radial setting out and 2 Orthogonal or rectangular setting out At key in of section interval longitudal section and iptional centreline offset Left Right the program automatically converts the setting out point coordinate values to setting out data i e Horizontal distance and Bearing The program covers intergrated use of following programs RoadLine P29 Enter Coordinates Station Establishment P43 P20 12 2 Geodimeter CU Software In General Structure Roadline comprises 4 main functions Store For registration of the start and end coordinates of the different elements Check For mathematical check of the stored element coordinates and parameters Set Out For setting out points along roadline both centreline and offset plus station establishment Known or Free Station Measure For measuring in existing roadline elements both centreline and offset and objects that may lie along the roadline Store With this function in the RoadLine program you store all roadline data i e section interval centre line offset section Start
166. nfig P20 10 15 1 Run 2 Config Press 1 Exit to return to the previous menu or press 2 options to start the configuration In this example we press 2 P20 10 15 1 Exit 2 Options Here you are given an opportunity to activate deactivate a scale factor The scale factor for free station establishment is calculated and defined based on the internal relation between your known points The following applies for the scale factor Scale factor 1 0000 if it is not activated Off 3 50 Geodimeter CU Software How to use Ifa UTM scale factor F43 has been given this value is multiplied by the scale factor calculated for free station establishment The scale factor that has been used is displayed after calculation of your free station see Free Station3 31 In this example we will activate the scale factor P20 10 15 Scale factor on on 1 off 0 ENT Here you can activate deactivate a point list In the list you will be able to analyse and alter any deviations for each point The deviations are displayed as dev radial deviation and RT ofs Radofs right offset and radial offset figure 3 7 P20 10 15 Pointlist on on 1 off 0 En El Note For a more detailed explanation of how to work with the point list see page 3 40 Geodimeter CU Software 3 51 3 P20 Station Establishment z Figure 3 7 Definiti
167. o it means that the instrument height IH and signal height SH will be ignored In this example we will be measuring heights Press YES P20 10 20 HT Measure YES Enter your instrument height IH For example 1 75 P20 10 20 1H 0 000 EN EN EA EF E Note Only shown if height should be determined Key in the name of the Area file in which you have stored your known Pno and coordinates Then press ENT P20 10 20 Area 3 56 Geodimeter CU Software How to use In which memory unit is your Area file stored In our example we are using the internal memory Imem Sel device 10 20 1 lImem 2 Xmem Note If you get Info 32 when selecting a memory unit it may be due to one of the following 1 You have chosen the wrong memory unit 2 The Area file you are looking for is not located in the memory you have selected 3 The Stn Pno which you are looking for is not stored in the Area file you have selected n The program will then return to the question Area so that you can enter another Area file number or point number Enter the number of the first point you want to aim at Then press ENT P20 10 21 Aim to A Pno ENT Are your coordinates correct Press YES ENT to accept them If they have to be changed use Edit or P43 Enter Geodimeter CU Software 3 57 3 P20 Station Est
168. oadline and define the element with an error The element can be changed with EDIT MNU 2 After have gone through CHECK the instrument returns to program PO STD PO 10 16 Temp 20 0 Geodimeter CU Software 12 15 12 P29 RoadLine P29 3 Set Out Choose program 29 STD PO 10 17 HA 392 9095 VA 102 8955 3 2 E ES Let us select start the setting out Press 3 Roadline 10 17 1 Store 2 Check 3 Setout Key in the number of the Job file in which you want to store the set out point coordinate deviations STD PO 10 17 Job no 0_ EN EN ES Note Displayed if Job Mem is switched on MNU61 Storage of Control Data The coordinate deviations will represent the differences between stored set out point coordinates and the actual set out point coordinates This is the basis of the printed out 12 16 Geodimeter CU Software How to use data sheet which will act as proof of having carried out your setting out task to within the contract specified accuracy These dN dE and dELE deviations are also much easier to use than comparing actual set out values with their respective theoretical values If you don t want to store any control data clear the suggested Job no and press ENT Control data that will be stored are Pno Section Offset dN dE dELE If height measurement is carried out also elevation is stored s
169. of the point code followed by its equivalent alpha or alphanumerical title The instrument automatically adopts the ASCII mode for this purpose and you consult the ASCII table in your instrument user manual for the keying in of the alpha alphanumerical codes Pcode numbers range from 1 254 if Nos above this range are chosen INFO 31 is displayed The equivalent alpha point code can contain up to 16 characters in cases where 16 characters are required the prompt Text will disappear from the display during the creation of the point code Maximum of stored points The maximum number of characters which can be stored in the point code library is limited to 800 In other words if all the point codes stored in the library have a maximum number of characters of 16 there would be enough room for 50 point codes However as most point codes are abbreviated the storage room of 800 characters should provide the operator with enough storage place for all point 20 2 Geodimeter CU Software In General codes her or she will require for storage of detail point code numbers during e g a tacheometric exercise Note The numeric value of the point code is stored not the title Activation deactivation of Pcode After the installation of Pcode in the instrument it can be activated or deactivated with the help of menu 6 1 Switches Set 10 16 Targ test on AIM REG off Pcode on This means that if Pcode
170. oint height Figure 16 16 16 86 Geodimeter CU Software Reference Point For highways the distance can have to be entered with a negative sign for the road embankment closest the centre line 1f this lies in the middle of the two road halves This reference point must be located a bit inside the roadway if you wish to have a correct height depending on that the program otherwise will use the embankment slope Setting out two reference heights on the same rod The program also gives you the opportunity to setting out two reference points on the same rod Default is that reference point indicates one road embankment and that reference point 2 indicates the other See figure 16 17 y RefPoint 2 Centre line RefPoint 1 dELE Distance nl Boning height Point code Point code Road embankment 2 Road embankment 1 Def point Def point Guide stake height Figure 16 17 Measuring When measuring the operator enters the section station and centre line offset for the def point Then you measure a optional number of reference points see fig below Geodimeter CU Software 16 87 16 P39 RoadLine 3D Ref point no 1 Ref point no 2 Pl Ref point no 3 Centre line Reference Point Setout Select program 39 and press ENT until this display appears Zo 3 EN ENT Select 6 Ref Point and press ENT Roadl 3D 10 17 4 Measure 5 Slope stake 6 Ref Point
171. on How to use 2 View table If you press 2 you will view the current output table P23 14 17 lt Current program no and time Def tbl pos 1 lt Table position Label Pno lt Lable more lt View more This is position 1 in the output table Press YES or ENT to view the next position or step to the previous menu with NO When all positions in the output table are viewed you will return to the previous menu 3 Enter user table If you press 3 you will enter the output table P23 14 17 lt Current program no and time User tbl pos 1 lt Table position Label no _ lt Lable This position 1 in the output table Enter the first label no and press ENT Press only ENT when you are finished The new output table will be default 4 Clear user table If you press 4 you will get the following display appearance Geodimeter CU Software 1 5 1 Software P23 14 17 Clear user tbl Are you sure Press YES or ENT to delete the current output table or press NO to cancel Note When you delete the output table the standard output table will be default Which data can be stored in a specific program On the next page is a list over the labels that are always stored in a specific program Always and which labels that the operator can choose whether to include or not Standard E g in program P24 RefLine the Reference point data labels 5 37 38 are always stored The operator can by configurating th
172. on of deviations presented in the point list By using a weight factor you can give priority to your known points with reference to distance To put it simply points that are further from your free station have a lower priority than the points that are closer This function is used mostly in Germany Normally no weight factor is used when the network is of good quality This means that you should choose the weight factor that is defined as s 1 By pressing the ENT key in steps you can produce three different bases of calculation for the weight factor see the margin left These are intended mainly for Germany and are not used otherwise Since we will not be using this function and since weight factor s 1 is the default in position ON you need press only ENT until the display shows 3 52 Geodimeter CU Software How to use P20 10 15 Weight factor s 1 on on 1 off 0 Note Formulas for calculating the weight factor for the German market 100 S 1000 5 1000 S P20 10 15 P20 10 15 P20 10 15 Weight factor Weight factor Weight factor 100 s off 1000 s 3 off 1000 s 2 off on 1 off 0 on 1 off 0 on 1 off 0 Here you can choose to continue with your free station establishment or repeat your configuration If you continue with free station establishment press 1 and then choose 1 Run to start the program See page 3 31 for instructions P20 10 15 1 Exit 2 Options Geodimeter CU Software
173. on the instrument and go trough the Start procedure until the instrument is in theodolite mode The instrument s station has been established Select program 26 DistOb STD PO 10 16 HA 392 9095 VA 102 8955 3 EN EN ES If you want to measure the distance between two object choose 2 Meas If you want to calculate the distance between two points stored in the memory choose 1 File see page 9 4 Key in the number of the Jobfile in which you want to store your bearing distance and height ENT 9 4 Geodimeter CU Software How to use Note Displayed if Job Mem is switched on MNU61 You can activate which device you wish for the storage of the Job file by choosing the appropriate number 1 2 or 3 P26 10 17 1 Imem off 2 Xmem off 3 Serial off EN Ej Note Only displayed if Job Mem is switched on MNU61 Select the first point your want to measure from Key in e g 1 and press ENT Note If you select a point that already has been measured in a previous task this point will not be remeasured Key in the Signal Height and press ENT Geodimeter CU Software 9 5 9 P26 DistOb The instrument is in theodolite mode Aim to the first point and press the A M key STD PO 10 17 HA 36 5110 VA 102 8955 The instrument has now measured angle and distance to Pno 1 The values are ready f
174. oose a Pcode for the second point If you don t wish to have any Pcode leave the line blank and press ENT Point 2 10 17 Point 2001 Pcode 3 ES EN Key in the signal height for the second point and press ENT Point2 10 17 Point 2001 Pcode 3 SH x xxx ENT Choose in which Job file you wish to store your angle measurements and press ENT P32 10 17 Job No 2 ENT 14 22 Geodimeter CU Software How to use Here you select which memory device you wish to store the Job file in by choosing the appropriate number and pressing ENT P32 10 17 1 Imem on 2 Xmem off 3 Serial off ENT Make a coarse aiming towards the first point and press ENT P32 10 17 Aim to point 2000 Press ENT ENT Key in a starting first reference angle and press ENT P32 10 17 HA 368 0832 HA ref 0 0000 ENT Note This will only appear if you have answered YES to AdjustHA in the menu Switches Geodimeter CU Software 14 23 14 P32 Angle Measurement Plus The instrument is searching for the target P32 10 17 Searching Please wait When target is found the instrument starts the measurement P32 Measuring Make a coarse aiming towards the second point and press ENT P32 10 17 Aim to point 2001 Press ENT ENT The instrument is searching for the target P32 10 17 Searching
175. or registration Press REG STD P26 10 17 HA 36 5110 VA 102 8955 SD 247 517 The program remembers the latest measured point Choose the second point Key in 2 and press ENT 9 6 Geodimeter CU Software How to use Key in the signal height In this example we key in 1 000 and press ENT ENT The instrument is in theodolite mode Aim to the second point and press A M STD P26 10 17 HA 50 1585 VA 104 1620 The instrument has now measured angle and distance to Pno 2 The values are ready for registration Press REG STD P26 10 18 HA 50 1585 VA 104 1620 SD 98 732 Geodimeter CU Software 9 7 9 P26 DistOb The result is calculated and displayed press ENT to see more STD P26 10 18 HA 227 7320 HA Horizontal angle Bearing HD 152 443 HD Horizontal distance Press ENT ENT Press YES to store the results Store DHT 4 784 DHT Difference in height Grade 8 984 Grade Slope between the included points in percent DHT HD YES Do you want to continue press YES Press NO to exit more DHT 4 784 Grade 8 984 YES You are now able to continue with the next point P26 10 18 From Pno 2 9 8 Geodimeter CU Software How to use Choose 1 File P26 10 17 1 File 2 Meas Key in the number of the Jobfile in whi
176. ple we key in 206 EN EN EN ES Note If you have more than one point in the Areafile to set out the program will automatically suggest the next point Check the coordinates and answer YES to accept them or NO Pno ok N 975 000 E 1025 ELE 4 098 YES Geodimeter CU Software 6 5 6 P23 SetOut The instrument now automatically switches to the TRK mode The instrument should be rotated to the right 70 000 degrees TRK P23 10 17 Left HA 50 000 dHA 70 000 Right Note If you have servo you can rotate the instrument by pressing the key Here follows the count down to zero angle method See page 6 9 for the radial right angle method N Trial point Reference object js HA 50 dHA 70 Set out point Instrument point Countdown to Zero Method When the instrument displays dHA approx 0 0000 it is pointing in the direction of the point to set out HA is the calculated bearing to the set out point 6 6 Geodimeter CU Software How to use TRK P23 10 17 HA 120 0000 dHA 0 0000 As soon as the prism comes within the measurement beam you will see dHD remaining In this case the prism is on line but the distance has to be increased by 2 75m TRK P23 10 17 dHA 0 0000 dHD 2 75 dHT 0 155 Note Measurement tip It is convenient to decrease the number of decimals in the Label 77 dHA This
177. r 7 if you select left Key in the first section station number for the camber super elevation and press ENT Geodimeter CU Software 16 39 16 P39 RoadLine 3D Key in a Centre line offset around which the road half should slope and press ENT Key in zero if the slope should be around the Centre line ENT Key in the slope from the start section station in percent and press ENT E g 2 should be key in as 0 02 ENT Press 1 more if you wish to continue storing camber super elevation data for the right road half or 2 Ready if you are finished with this road half 16 40 Geodimeter CU Software Store Key in a end section station for the right half of the road This can however be blank that means that the latest profile is valid for the remainder of the road ENT Press ENT to define the left road half or NO to exit P39 10 17 Left YES Continue storing the camber data for the left half of the road in the same way as for the right road half Layers The road consists of different layers At start up you can key in the layer you wish to work with and what point code the road embankment should have this to identify the roadway These layers must be prestored in an areafile This areafile also contains the layer height New cross sections will then be calculated continuously The changes lies in where the roadway inter
178. ragraph shall not apply to software products Software License Limited Warranty This Trimble software product whether provided as a stand alone computer software product built into hardware circuitry as firmware embedded in flash memory or stored on magnetic or other media the Software is licensed and not sold and its use is governed by the terms of the relevant End User License Agreement EULA included with the Software In the absence of a separate EULA included with the Software providing different limited warranty terms exclusions and limitations the following terms and conditions shall apply Trimble warrants that this Trimble Software product will substantially conform to Trimble s applicable published specifications for the Software for a period of ninety 90 days starting from the date of delivery Warranty Remedies Trimble s sole liability and your exclusive remedy under the warranties set forth above shall be at Trimble s option to repair or replace any Product or Software that fails to conform to such warranty Nonconforming Product or refund the purchase price paid by you for any such Nonconforming Product upon your return of any Nonconforming Product to Trimble in accordance with Trimble s standard return material authorization procedures Warranty Exclusions and Disclaimer These warranties shall be applied only in the event and to the extent that the Products and Software are p
179. rding HT measure in the station establishment program must be answered with YES Geodimeter CU Software 12 5 12 P29 RoadLine Measure The option Measure enables the operator to localize the section and centre line relative to a stored roadline You simply measure an arbitrary point and the program calculates the section centre line offset and coordinates of the point This part of the program is especially suitable for cross sectioning or localizing an obstacle when checking a planned section of road 12 6 Geodimeter CU Software In General OOK LT 3 OD6 L N 15 elgg yoy Os iz 3 OSEI N 05 pogings Geodimeter CU Software 12 7 12 P29 RoadLine Roadline example This table is used in the following examples Element Section Northing Easting Type Radius no A par 399 990 13751 63 20872 790 1 circle 1400 770 023 13766 681 21241 440 2 clothoid 350 816 690 13775 341 21287 294 3 circle 3000 1256 031 13892 688 21710 267 4 clothoid 500 13339 365 13921 506 21788 458 5 clothoid 550 1452 793 13951 437 21869 538 6 circle 3500 2232 858 14135 099 22653 592 7 clothoid 400 2387 144 14145 571 22807 429 8 circle 800 2712 663 14079 093 23123 798 9 clothoid 300 2825 163 14029 418 23224 709 10 clothoid 300 2937 663 13979 743 23325 621 11 circle 800 3175 785 13918 354 23554 785 12 clothoid 300 3288 285 13910 932 23667 015 13 straight 3297 592 13910 536 23676 313
180. re now in EDIT mode and you want to change the SH value from 0 8m to 0 5m Press therefore the CHG key REG numeric keyboard or STD alphanumeric Imem Job 16 05 SH 0 8 Del Ins Chg Find ES or 51 Key in 0 5 to overwrite the wrongly stored value of 0 8 and accept with ENT Press only ENT if no change is to be made Imem Job 16 05 Change SH Data 8 2 8 Geodimeter CU Software Examples In order to see that the changed SH value has been stored in the correct place use the arrowkeys Imem Job 16 05 SH 0 5 Beg End lt gt Press MNU twice to return to the UDS sequence UDS P10 16 05 Step 1 Pno 18 Geodimeter CU Software 2 9 2 Edit amp View Find and Change Data Follow the startup instruction described on page 2 3 In this example we choose the internal memory STD PO 17 55 HA 355 3245 VA 101 4252 You are now in the VIEW mode Press ENT to go to the EDIT mode Imem Job 16 05 Job no 12 Beg End lt gt ENT You wish to find the point No 204 to change its SH to the correct value 1 7 Press the FIND key A M numeric keyboard TRK alphanumeric Imem Job 16 05 Job no 12 Del Ins Chg Find E o Note Find If wishing to find data try always to be at the front top or back end of the data file before the search begins Ifyou go past a value and try to f
181. re the point TRK P39 10 17 N E ELE Here you have an opportunity to store a point code for the measured point ENT 16 84 Geodimeter CU Software Slope Staking Do you wish to continue looking for new points press ENT and you can key in the section station In this case we choose to exit with NO P39 10 17 more Geodimeter CU Software 16 85 16 P39 RoadLine 3D Reference Point The program can be used to mark out the road design with bonings guide stakes i e rods with height marks for the road embankments This is practical in those cases you have to dig the cut slope or place material to create the fill when the bonings guide stakes have to be located outside the road embankment The program can both be used for setting out and surveying reference points along the roadline Setout When setting out the operator enters the point code for the road embankment or the section station and centre line offset for the reference point i e first the road embankment and then a distance to where the reference point should be located See figure 16 16 The program uses the direction of the line sloping from the previous break point in the cross section Note dELE runs with the slope of the roadway Point Ia Centre line RefPoint A Boning hei Distance ht f Point code Road embankment s Guide stake Def p
182. red Dorint jram Reference w dHD2 object r Radofs dHA RT ofs 310 Instrument point JU Set out point Note Skip point If during the setting out you have difficulties in being able to set out the point you have a opportunity to skip it Just turn the instrument until HD disappears 30cm and press REG and the question Skip Point will be displayed Answer ENT to this question and the program will continue with the next setting out point When you press REG these are the values which are stored in the Job file i e deviations from the correct set out Geodimeter CU Software 16 67 16 P39 RoadLine 3D point coordinates Press ENT to see the coordinates for the point TRK P39 10 17 dN 0 00 dE ofs 0 00 dELE 0 000 ENT Rotate the instrument with servo Ba If you press this key without measured distance ELE the height at the theoretical set out point If you press this key with measured distance ELE the height at the measured set out point If you press this key longer than sec with measured distance ELE the height at the theoretical set out point aie vere dELE dHT Set out point dELE Y dHT 16 68 Geodimeter CU Software Setout These are the actual coordinates of the set out point s present position Press REG to store the deviations seen on the previous page TRK P39 10 17 X 13479 99 Y 21447 22 Z 0 313 Do you wish to continue setting out more points pres
183. rogram 43 means manual keying in of the points Point storage can be carried out either in card memory or Internal Memory During the running of programs 20 23 the stored coordinates are recalled from the specified memory device and are used for both orientation of the instrument station and calculation of the bearing and horizontal distance to the set out points Automatic Check of Set Out Point s Position After having set out the point you can check its position accuracy relative to the stored point coordinates and height These deviations are displayed in form of radial and right angle offsets plus height difference The signs of these deviations corresponds to left and right in relation to the point s correct theoretical position Once the point has been set out i e when the offset values are zero or almost zero P23 allows the deviations dN dE and dELE to be stored in card memory or Internal Memory As a final check the point s present actual coordinates i e N E and ELE can be viewed and compared with the correct theoretical point coordinates and elevation If you would also like to store these N E and ELE values we recommend that you configurate the user defined output table see page 1 4 6 2 Geodimeter CU Software How to use How to use The instrument s station has been established Select program 23 SetOut o EN EM ES Key in the number of the Jobfile in which you want to store the set out point
184. roperly and correctly installed configured interfaced maintained stored and operated in accordance with Trimble s relevant operator s manual and specifications and ii the Products and Software are not modified or misused The preceding warranties shall not apply to and Trimble shall not be responsible for defects or performance problems resulting from i the combination or utilization of the Product or Software with hardware or software products information data systems interfacing or devices not made supplied or specified by Trimble ii the operation of the Product or Software under any specification other than or in addition to Trimble s standard specifications for its products iii the unauthorized modification or use of the Product or Software iv damage caused by accident lightning or other electrical discharge fresh or salt water immersion or spray or v normal wear and tear on consumable parts e g batteries Trimble does not warrant or guarantee the results obtained through the use of the Product THE WARRANTIES ABOVE STATE TRIMBLE S ENTIRE LIABILITY AND YOUR EXCLUSIVE REMEDIES RELATING TO PERFORMANCE OF THE PRODUCTS AND SOFTWARE EXCEPT AS OTHERWISE EXPRESSLY PROVIDED HEREIN THE PRODUCTS SOFTWARE AND ACCOMPANYING DOCUMENTATION AND MATERIALS ARE PROVIDED AS IS AND WITHOUT EXPRESS OR IMPLIED WARRANTY OF ANY KIND BY EITHER TRIMBLE NAVIGATION LIMITED OR ANYONE WHO HAS BEEN INVOLVED IN ITS CREAT
185. rst point and press A M to start measurement STD P39 10 17 HA 76 5600 VA 86 5555 Geodimeter CU Software 16 75 16 P39 RoadLine 3D Press REG to check the points location according to the roadline STD P39 10 17 HA 76 5600 VA 86 5555 SD 32 685 The program checks if the points lays close to any of the roadline sections stations If no section station is found INFO 32 will be displayed STD P39 10 17 Wait Here the layer information is displayed for the chosen section Press ENT to proceed Layerinfo 10 17 Layer 1 Descr LAYER1 LayerH 0 200 ENT The point lays 16 891 m to the left of the roadline section station 804 318 If this is OK press YES If you answer 16 76 Geodimeter CU Software Measure NO the program will check if the point lays close to any other section station Ok 10 17 Sect 804 318 Cl ofs 16 891 dELE 0 052 ENT Here you have the opportunity to choose a point code for the measured point STD P39 10 17 Pcode DITCH ENT Do you wish to continue measuring more points press ENT Otherwise press NO and you will return to the main menu In this case we exit with NO P39 10 17 more Geodimeter CU Software 16 77 16 P39 RoadLine 3D Slope Staking This option is used to find out where the ground level intersects with the finished road and to set out embank
186. rward Edit or P43 Enter Coordinates In this example we will continue by accepting them Stn ok N xxxx E xxxx ELE xx ENT Are you going to measure Heights Accept this question by pressing ENT Yes If you decide not to measure heights Press No it means that the instrument height IH and signal height SH will be ignored In this example we will be measuring heights Press ENT HT measure ENT Note Only shown if your coordinates includes ELE Enter your instrument height IH For example 1 75 EN EN EA EN ES Note Only shown if your coordinates includes ELE 10 6 Geodimeter CU Software How to use Key in the Pno of your reference object For example 1102 RefObj La flo ff 2 fent Key in the name of the Area file in which you have stored your reference object If you leave the line blank you will have the opportunity to enter the coordinates manually in the same way as for the station coordinates ENT Are your coordinates correct Press ENT to accept them If you press No you return to the question Ref Obj If they have to be changed use Edit or P43 Enter Coordinates We will continue by accepting them ENT Note Only displayed if Confirmed is switched on MNU 61 Geodimeter CU Software 10 7 10 P27 Moving Coordinates Forward Aim at your referenc
187. s ENT Otherwise press NO and you will return to the main menu In this case we continue with ENT P39 10 17 more ENT Setout With Radial Right Angle Offset The program suggests the next section station Key in the section station and the centre line offset you wish to set out P39 10 17 Sect 420 000 ENT Geodimeter CU Software 16 69 16 P39 RoadLine 3D Is the setting out data OK If so press ENT The instrument automatically adopts the TRK mode When the prism is found press ENT to see Radofs and RT ofs Ok P39 10 17 Sect 420 000 Cl ofs 0 00 Pcode ENT When Radofs and RT ofs are 0 00 the correct lateral set out position has been found Press REG directly if you do not wish to see the other display pages In this case we press ENT to see the coordinates and deviations TRK P39 10 17 Radofs 0 00 RT ofs 0 00 dHT 0 000 ENT When you press REG these are the values which are stored in the Job file i e deviations from the correct set out point coordinates Press ENT to see the coordinates for the point TRK P39 10 17 dN 0 00 dE 0 00 dELE 0 00 ENT 16 70 Geodimeter CU Software Setout These are the actual coordinates of the set out point s present position Press REG to store the deviations seen on the previous page TRK P39 10 17 N 13479 99 E 21447 22 ELE 0 313 The progra
188. section you are about to store select 4 Cross section Store P39 10 17 4 Cross section 5 Camber 6 Layer 16 32 Geodimeter CU Software Store Key in the name of the areafile in which you wish to store the cross section and press ENT ENT Select in which memory device you wish to store the cross section In this case we select 1 Imem Sel dev 10 17 1 Imem 2 Xmem Here you can select which road half you shall define right or left Press ENT to accept or NO to select left ENT Note Pressing NO when the left alternative displayed means that the program jumps to the previous menu The areafile will automatically get the extension 4 if you select right or 5 if you select left Geodimeter CU Software 16 33 16 P39 RoadLine 3D Key in the section station number for the first cross section and press ENT ENT Key in the profile that should be valid for the chosen section and press ENT P39 10 17 Sect Profil ENT Press 1 more if you wish to continue defining more profiles for the right road half or 2 Ready if you are finished with this half of the road 16 34 Geodimeter CU Software Store Key in an end section station for the right half of the road This can however be blank that means that the latest profile is valid for the remainder of the road ENT
189. sects with the road embankment If the roadway has a slope the height difference from the original cross section will be larger than the layer heights since the layer runs with the slope of the roadway If no layers are defined the unmodified cross Geodimeter CU Software 16 41 16 P39 RoadLine 3D section will be used A single roadway gives only one point of intersection The roadway in this example has a slope of the angle v Pcode describes Centre line icra oe New calculated nee ment di intersection point CL ofs _ Different layers Layer height Figure 16 15 If the cross section have two embankments two points of intersection will be calculated The point code denotes where the road embankment is i e which element that is the road embankment The program will search after a point with a given point code and will then lower the element that ends with the road embankment code If there are more points with the exact code the last point will be used highways can have two road embankments The program will then calculate new cross section points for the road embankments If there are no point code entered or if the entered point code does not exist it is assumed that the roadway begins at the middle of the road 16 42 Geodimeter CU Software Store The different layers for the road are described as follows Type Label Description First layer 80 Start section station 4 Point code for road embankm
190. see coord of the set out point In this example we press ENT TRK P29 10 18 dN 0 00 dE 0 00 dELE 0 000 ENT These are the actual coordinates of the set out point s present position Press REG to store the deviations seen on the previous page TRK P29 10 18 N 13749 99 E 21447 22 ELE 0 313 Geodimeter CU Software 12 25 12 P29 RoadLine The program suggests the next section Key in the section number and centreline offset you want to work with and repeat the above instructions TRK P29 10 18 Sect 409 990 How to combine countdown to zero and radial right angle offset for setting out In order to benefit most from the inherent intelligence of your Geodimeter CU we recommend that you try to combine the two different setting out methods previously described Here below is an example of how we combine the countdown to zero method with the radial and right angle offset method 1 If the setting out data for the first section is ok press YES and the instrument will automatically adopt the TRACKING mode The display will show the calculated bearing Hz and the dHA 2 Rotate the instrument until the display shows approx DHA 0 0000 3 The instrument is now pointing in the direction of the first setting out point 4 Guide the prism bearer on line with help of the tracklight 5 As soon as the prism comes within the measurement beam you will see dHD remaining distance to
191. ss ENT ENT Enter the signal height ENT The instrument is now in theodolite position and is ready to measure Aim at the chosen target Press the A M key to measure the distance Note It is possible to measure in all modes STD FSTD TRK D bar and in both faces 10 10 Geodimeter CU Software How to use The instrument displays HA VA and SD for your first point Your measurement can now be registered Press the REG key See page 10 20 for a list of what is stored in the memory STD 10 21 HA xxx xxx VA XXX XXX SD xxx xx Do you wish to measure more points press YES Press NO to exit the program Answer NO to the question Ena if you re not finished P27 10 21 more P27 10 21 P27 10 21 1 Foresight end 2 Refobj 3 Other Note If NO see page 10 16 Other Measurement Choose 3 Other See page 10 9 for Foresight Geodimeter CU Software 10 11 10 P27 Moving Coordinates Forward P27 10 19 1 Foresight 2 Refobj 3 Other Choose measuring mode P27 10 17 1 Benchmark 2 Close 3 Sideshot Note The available menu choices below does not perform any calculations but will only store information in memory for later computer processing If you choose If you choose If you choose P27 10 19 P27 10 19 Active ENT ENT Enter th
192. start the measurement Walk to the point and the instrument will automatically lock on to the RMT and starts to follow TRK P3 10 17 Target not found As soon as the target is found and the first registration is performed you can see the information in the display You are now ready to move on to the next point to measure To end the program press PRG and 0 Otherwise continue and collect more points 15 8 Geodimeter CU Software CHAPTER P39 RoadLine 3D MBE as 16 2 Nicanor cacao conil dende ETE drid tati tia ai 16 3 Horizontal AlignMeNt oooononcccnnnnnocccccccononnncccnnnanncnrcnnnano 16 5 Vertical Alignment ccconnnccccnnonaccconcnanannnnrcnnn nan nc nana 16 11 CrOSS SECO Mii tad 16 19 CAMBER miii dt 16 35 Layer iia dedo da delo 16 41 Length Table inisini ieiti eta eiie adeat 16 48 Check arta a a a a aR 16 54 OU I A eerrcen reer eerrerrten 16 56 SEGU aa a o et a eit 16 59 Setout With Countdown to Zero eessen 16 64 Setout With Radial Right Angle Offset 16 69 Measure nuts e 16 72 MeasurO vencio tido 16 72 DOPE SOKN Oe reaa Eea e E EAA EEE 16 78 Slope Stake oooooooocoocccccocccononconconccnncnnccnnnnnnnnnnn cnn nncnnnno 16 79 Reference Policiaca red beca 16 86 Reference Point SetOUt ooocccccnccccncccnonoccnnnccannnaninnno 16 88 Reference Point Measure occcconccccnccccnnncccnnnnccnncnns 16 104 Registered Datta rnini eaa e a a iE 16 113 16 P39 RoadLine 3D
193. switched on MNU 61 Geodimeter CU Software 7 9 7 P24 RefLine DIST A B Show s the horizontal value between point A and B START shows the radofs Start value from point A P24 10 17 Dist A B START ENT To measure go to page 7 18 To setout See Setout with Radofs Rt ofs on page 7 23 or Set out with coordinates on page 7 29 Radius To choose radius press 2 P24 10 18 1 Straight 2 Radius We choose 1 A B RADIUS See figure 7 9 on page 7 3 7 10 Geodimeter CU Software Known Line STD P24 10 18 1 A B RADIUS 2 A B halfcircle 3A B C 4 C RADIUS 5A C Key in the point number for point A on your reference line P24 10 18 Point A Pno ENT Are your coordinates correct Press ENT to accept them If they have to be changed press NO and use Edit or P43 Enter Coordinates We will continue by accepting them Pno ok ENT Note Only displayed if Confirm is switched on MNU61 Geodimeter CU Software 7 11 7 P24 RefLine Key in the point number for point B on your reference line P24 10 18 Point B Pno ENT Are your coordinates correct Press ENT to accept them If they have to be changed press NO and use Edit or P43 Enter Coordinates We will continue by accepting them Pno ok ENT Note Only displayed if Confirm is switched on MNU61 Key i
194. t the registration is done when the flash starts again 15 2 Geodimeter CU Software In General Automatic Search If the instrument loses contact with the remote target it will automatically start searching for the target until it regains contact and locks on to it Default Settings When the program is started it will automatically set the instrument in the following modes e tracking auto centring e auto search Geodimeter CU Software 15 3 15 P33 Robotic Lite How to use Select program 33 and press ENT 3 EN EN E Stn estab 10 17 1 Ok 2 Known Station 3 Free Station ENT Here you can perform station establishment if you wish In this case we choose not to and press 1 Ok Choose between 1 Time amp Dist and 2 Stop amp Go In this case we will choose 1 Time amp Dist Select 10 17 1 Time amp Dist 2 Stop amp Go 3 Coord 15 4 Geodimeter CU Software How to use Enter the time interval that must have passed since the last registration in order to get a new registration Timeg Dist 10 17 Time 10 ENT Enter the distance that you must have moved since the last registration in order to get a new registration Timeg Dist 10 17 Time 10 Dist 5 ENT Enter the UDS you wish to use for your measurement Time amp Dist 10 17 Time 10 Dist 5 UDS ENT Now you ar
195. taked Elevation If you wish to store other control data you can Configure the user defined output table Here you can activate which device you wish for storage of the Job file by choosing the appropriate number Here we choose the internal memory Press 1 and ENT P29 10 17 1lmem off 2 Xmem off 3 Serial off EN ES Note Only displayed if Job Mem is switched on MNU61 Is 1 your station As station establishment was done prior to P29 this station will be proposed now If no station establishment has been made P29 will automatically propose establishment of a known or free station that is P20 Station Establishment when you press ENT In this Geodimeter CU Software 12 17 12 P29 RoadLine example we will continue by accepting the suggested station Press ENT P29 10 17 ENT Choose the type of device in which the roadline data is stored In this example we have stored the roadline data in Imem Area 100 Press 1 Sel device 10 17 1 Imem 2 Xmem Key in the Area file number in which the roadline data stored and press ENT P29 10 17 ENT Here you are able to select which Sec Inc you shall have in this roadline example If you already have stored Sec Inc 12 18 Geodimeter CU Software How to use in Store the program selects that value Let us select Sec Inc 10m Press 10 and ENT P29 10 17 Sec Inc 10 000 EN KS
196. tered in a Geodimeter Memory Device GMD without even seeing them in the display and without the need to press the ENT key for duplicating and incrementing decrementing 17 2 Geodimeter CU Software In General Program Generation Program 40 must be selected in order to create an U D S Once the sequence has been created it is not necessary to run the program 40 in order to access the UDS It is stored in the memory of the instrument and can be directly accessed by choosing the UDS program number It will also remain within the instrument until it is deleted or changed by the operator Program 0 19 are reserved for UDS s The sequence is generated by specifying the program No the order of the desired labels program prompts and label types Finally the label No 79 End must be used to either terminate loop or link the U D S to another U D S Creation of U D S s On the next page is a list of Standard Labels In addition user defined labels can be set with Program 41 The list and table of label types is not sufficient to explain how and when certain labels and label types are displayed in the instrument during the creation of your U D S s You simply key in the labels corresponding number and type in the desired order In the event of making a mistake during the creation of the U D S the opportunity of correcting the mistake is given by the program asking you to confirm the choice of both label and label type Your choice of labels and
197. th of a few millimetres which will not effect the accuracy of the eventual setting out of the points which lie along those elements In the case of the first combination store it with this combination instead Transition Straight Transition Straight Transition 12 4 Geodimeter CU Software In General Check This function mathematically checks the stored coordinates and curve parameters of the different elements after registration of the data in an Area file All errors in excess of 20 mm are displayed and the element in which they are Errors which occur due to wrongly keyed in In Data can be easily rectified with the help of Edit MNU2 Note A detected error can depend on either key in errors or incorrect design of the roadline Set Out Before any setting out task can be commenced it is necessary of course to inform the Geodimeter CU of the position at which the instrument is set up Program 29 contains Station establishment Setting out task After establishment and orientation of your survey station registration of section interval and centre line offset is carried out if it has not already been done with the STORE option file Directly thereafter the setting out data in the form of horizontal bearing and horizontal distance to the setting out point are calculated If cross section data is available for each or some sections 3 dimensional setting out of cross sections can be executed In this case questions rega
198. theodolite position that is HA and VA are shown on the display Known Station The instrument is now in theodolite position Select P20 Station Establishment HA 234 5678 VA 92 5545 In this first example we will establish a station with a known point and reference object These are stored as Pno and coordinates in an Area file using P43 Enter Coordinates Pno 1101 is our station point and Pno 1102 is our reference object Now we will select option 1 Known Station Stn estab 10 17 1 Known station 2 Free station 3 Know station Geodimeter CU Software 3 7 3 P20 Station Establishment Note An example of free station establishment is found on pagepage 3 31 XA 1102 O Figure 3 4 Station establishment with a known station and one reference object Here you key in the number or name of the Job file in which you wish to store data from your station establishment A 3 8 Geodimeter CU Software How to use list of data stored in the selected Job file can be seen on page 3 29 Select for example Job no 2 P20 Job no _ 10 17 ENT Note Displayed if Job Mem is switched on MNU61 Where will you store your Job file Choose a suitable memory unit by indicating 1 2 or 3 for activation deactivation Then press ENT Here we have chosen to work with the internal memory P20 1 Imem off 10 17 2 Xmem off 3 Ser
199. thout having to press the key repeatedly Press this key to go to the next ENT mode VIEW If the current file is not visible in the display a prompt for change to file is seen In the case of answering YES the old file is closed and the new is opened Answering NO will lead you back to VIEW without file change MNU Press this key to return to the main menu 2 6 Geodimeter CU Software Examples Examples In order to fully appreciate the operating flexibility of EDIT we will now run through a few examples It is assumed that before you start the editing examples you should prepare the instrument as follows Set up the instrument and survey in a few points using one of your own specially designed UDS s and store them Change Data Replace With new Data After registration of a point you realise that the last SH of 0 8m for Pno 17 was wrong First follow the startup instruction described on page 4 2 3 In this example we choose the external memory As you know that it was the last point you first press End to go to the end of the Jobfile Then you can use the gt REG numeric keyboard or STD alphanumeric to step back to the wrong SH Imem Job 10 16 Job no 1 Beg End lt gt Geodimeter CU Software 2 7 2 Edit amp View Now press the ENT key to step to the EDIT mode Imem Job 10 16 SH 0 8 Beg End lt gt ENT You a
200. to use ENT to see coord of the set out point In this example we press ENT TRK P23 10 18 dN 0 00 dE 0 00 dELE 0 000 ENT These are the actual coordinates of the set out point s present position Press REG to store the deviations TRK P23 10 18 N 975 000 E 1025 ELE 4 098 Note Only displayed if Confirmed is switched on MNU 61 The program continues with the next set out point Press the PRG key and 0 to exit to theodolite mode Radial Right Angle Offset Method Aim the instrument towards the prism bearer TRK P23 10 18 HA 50 000 dHA 100 000 Geodimeter CU Software 6 9 6 P23 SetOut When the prism comes within the measurement beam you will see dHD remaining Press ENT to see the values for radial and right angle offsets TRK P23 10 18 dHA 100 000 dHD 2 75 dHT 0 155 ENT In this case the prism should be moved 3 meters towards the instrument and 2 meters to the left The instrument should also be tilted up 0 155 meters TRK P23 10 18 Radofs 2 00 RT ofs 3 00 dHT 0 155 When the radial offset right angle offset and dHT are 0 00 the correct lateral set out position and height have been set out TRK P23 10 18 Radofs 0 00 RT ofs 0 00 dHT 0 000 6 10 Geodimeter CU Software How to use AO Trial point Reference Br P object RT ofs Rad ofs Set out point Instrument lt AAA point FIA When
201. tore Date 2001 0211_ YES Geodimeter CU Software 17 19 17 P40U D S This is the last step in program 1 When you press ENT you will return to step 2 in program 2 UDS P1 10 21 Step 5 Store Instno 69000_ ENT The program will continue step by step to the end of the program UDS P2 10 21 Step 2 Store Stn _ 17 20 Geodimeter CU Software CHAPTER 18 Gener ic died 18 2 How 10 USO cieicdd tice nde ntedacutiatdd cia detona lcd 18 3 P41 Define Label 18 P41 Define Label In General With program 41 you can define label no 84 99 Program 41 Define Label is included in the following program Program 41 Define Label Program 40 U D S 18 2 Geodimeter CU Software How to use How to use Turn the instrument on and disengage the dual axis compensator with function 22 Select program 41 Define Label STD PO 10 21 HA 392 9095 VA 102 8955 0 EM EM ES Choose any label between 90 109 In this example we choose 90 and press ENT P41 10 21 Label no _ EN o ES Here you can see any old definition that may exist Press the ASCII key to adopt ASCII table and key in the appropriate characters e g 71 68 84 32 78 79 colour and press ENT P41 10 21 Change to F90 Geodimeter CU Software 18 3 18 P41 Define Label When you are ready press only ENT instead of keying in a la
202. tore the profile In this case we select 1 Imem Sel dev 10 17 1 Imem 2 Xmem Key in the number for the profile you wish to define and press ENT P39 10 17 Profil ENT Select 1 HT if you wish to enter the profile with distance and difference in height or 2 Slope If you wish to enter the profile with a slope In this case we select 2 Slope Enter P39 10 17 1 HT 2 Slope Note Ifyou choose alt 2 you can not enter the radius but you store data as difference in height and the program will calculate this into a slope 16 30 Geodimeter CU Software Store Proceed with 1 Straight or quit storing road profiles with 2 Ready In this case we select 1 Straight P39 10 17 1 Straight 2 Ready Here you can key in a code for the point This can then be useful if you wish to search for the point by its code ENT Key in the slope from the middle of the road in percent and press ENT In this case we key in 0 02 which is the same as a slope of 2 Geodimeter CU Software 16 31 16 P39 RoadLine 3D Key in the Centre line offset and press ENT When you have keyed in all parts of the profile select 2 Ready ENT Store cross section Select program 39 and press ENT o EM EM ES Select 1 Store and press ENT Roadl 3D 10 17 1 Store 2 Check 3 Setout Since it is a cross
203. ts the TRK mode Ok P39 10 17 Sect 400 000 Cl ofs 0 00 Pcode ENT The instrument should be rotated to the right 170 3595 grads Left Right This method is called the count down to zero angle method See page 16 69 for the radial right angle method TRK P39 10 17 HA 129 8210 dHA 170 3595 Geodimeter CU Software 16 65 16 P39 RoadLine 3D When the instrument displays 0 0000 opposite dHA it is pointing in the direction of the point HA is the calculated bearing to the point TRK P39 10 17 HA 300 1805 dHA 0 0000 Measurement tip for mechanical When using the count down to zero as your setting out method it is convenient to decrease the number of decimals in the Label 77 dHA This can be done via menu 13 As soon as the prism comes within the measurement beam you will see dHD i e how much you must change the horizontal distance from the instrument increase decrease In this case the prism is on line but the distance has to be increased by 2 75m TRK P39 10 17 dHA 0 0000 dHD 2 75 dHT 0 155 ENT When you are finished i e dHD 0 000 you can press REG for the next point or ENT to see Radofs and RT ofs In this case we press ENT 16 66 Geodimeter CU Software Setout When Radofs and RT ofs are 0 000 you have found the correct lateral set out position TRK P39 10 17 Radofs 0 00 RT ofs 0 00 dHT 0 000 ENT Measu
204. u wish to store the horizontal alignment In this case we choose 1 Imem Sel device 1 Imem 2 Xmem Key in the name of the Areafile in which you wish to store the roadline and press ENT The areafile will automatically get the extension 1 ENT Here you can choose how the clothoid spiral will be described stored and calculated either with an 16 8 Geodimeter CU Software Store A parameter or with radius and length In this case we choose 1 A param Clothoid 10 17 1 A param 2 Radius Length Key in the first section station number for the roadline and press ENT P39 10 17 Sect _ ENT Key in the Northing value of the chosen and press ENT P39 10 17 Sect XXX XXX N ENT Key in the Easting value of the chosen and press ENT P39 10 17 Sect XXX XXX E Geodimeter CU Software 16 9 16 P39 RoadLine 3D Select type of roadline element by pressing NO until the correct element type is displayed In this example we choose Straight and press ENT P39 10 17 Sect XXX XXX Straight ENT Key in the next section station point and repeat the above instructions P39 10 17 Sect ENT When you are selecting the last roadline element select Roadline end This means that the last element will be stored as a straight line P39 10 17 Sect Roadline
205. ue press the REG key and the instrument will aim at the next target in C2 position Repeat the instructions above D PO 13 407 N 5188 555 E 2148 851 ELE 397 851 Note After the last point your are prompted Repeat If answering Yes to this question all points are remeasured 5 10 Geodimeter CU Software How to use The following data is stored in the chosen Job file after pressing the REG key Job file Stn IH If measuring heights Pno Pcode If Pcode is entered HA VA SD If distance measurement has be done HAII 0 if no measurement in face 2 VAII 0 if no measurement in face 2 HAI 0 if no measurement in face 2 D mode VAI 0 if no measurement in face 2 D mode Geodimeter CU Software 5 11 5 P22 Angle Measuring 5 12 Geodimeter CU Software CHAPTER P23 SetOut Genera hes ae iat ea E ie 6 2 SetOut Point Data nesens nia a i ledorsceenlle 6 2 Automatic Check of Set Out Point s Position 6 2 How to USE cdi AA ee Rie i a e 6 3 Countdown to Zero Method ooooccccnnnccnncncncnnnncnccncnnnnnon 6 6 Radial Right Angle Offset Method c ceereeeeees 6 9 6 P23 SetOut In General SetOut will allow you to set out points in the field much quicker and will also give you access to an automatic point check and storage routine SetOut Point Data Storage of coordinates and heights of known points is carried out with Program 43 ENTER COORD Use of P
206. uming that these have been measured and registered let us continue directly to the question more after storing the last point 10 22 Pno xxxx Note If you are using a servo instrument press the pa key to position to point 3 8 Fine adjust manually All points to be used for our free station establishment are now stored Answer more with NO The program immediately calculates your station coordinates STD 10 22 more These are your new station coordinates plus any standard deviation there may be To see the standard deviation in N 3 38 Geodimeter CU Software How to use and E plus the scale factor used switch the display by pressing the ENT key ENT This is the standard deviation in N and E plus the scale factor used scale factor 1 0000 if it is off Press ENT STD 10 22 S_devX xxx xxx S_devY xxx xxx SF 1 00000 ENT Here is your calculated station elevation shown if you have chosen to measure heights Here you can also see the standard deviation based on all observations If the standard deviation or difference in elevation in the case of 2 points is too large redo the measurement again without storing the actual STD 10 22 ELE xxx xxx S_devZ x xxx ENT Note On the following pages we will describe how to use the point list See page page 3 49 if you have deactivated the point list Geodimeter CU Software 3
207. ured angles will be reduced to a final result where you can get a standard deviation for the sightings You can also configure your own limits for horizontal and vertical angle errors It is possible to choose between manual or automatic aiming towards the targets to measure In the latter case you ll need a Remote Target RMT at every point to measuring In automatic mode you can choose to get the slope distance also in C2 14 2 Geodimeter CU Software Configuration Configuration To speed up the program you can configure it so it fits your needs The configuration part can be accessed by a long press on the PRG key Then choose program 32 Angle Meas Plus and press ENT Choose option 2 Config and then 2 Options If you get a deviation larger than this value the program will show an error message This error limit is only to make sure that you measure towards the correct target P32 10 17 Error limits HA Point 0 0200 ENT One set one measurement towards one point i both faces If you get a difference between two sets that is larger than this value the program will show an error message P32 10 17 Error limits HA Point 0 0200 Set 0 0050 ENT Geodimeter CU Software 14 3 14 P32 Angle Measurement Plus If you get a deviation larger than this value the program will show an error message This error limit is only to make sure that you measure towards the correct target P32 10 17
208. ween cross section 1 and 2 If the beginning or end of the road is undefined i e if the start section station for the first cross section is a distance along the roadline or if the end section station is defined before the end of the road the height at the middle of the road will be valid for the whole of the cross section If there is no cross section defined the latest profile is valid for the remainder of the road 16 22 Geodimeter CU Software Store The cross section definitions are stored as described below Type Straight Profile transition Label 80 88 80 88 80 88 80 80 88 Description Section Station Cross section number Section Station Cross section number End of 1 st cross section Start of 2 nd cross section Cross section number Example of an areafile with cross section definitions 80 80 88 1 80 800 80 900 88 2 80 1800 Store cross section data with length and height difference Select program 39 and press ENT ENT Geodimeter CU Software 16 23 16 P39 RoadLine 3D Select 1 Store Roadl 3D 10 17 1 Store 2 Check 3 Setout Since it is a cross section you will store select 3 Cross sect def Store P39 10 17 1 Roadline 2 Vertical alig 3 Cross sect def Key in the name of the areafile in which you wish to store the cross section and press ENT The areafile will automatically get the extens
209. witched on MNU61 Key in your station number P20 10 17 Stn Geodimeter CU Software 3 17 3 P20 Station Establishment Key in the name of the Area file in which you have stored your station point and your reference object If you leave the line blank you are able to enter the coordinates manually See Enter the coordinates manually page 3 18 P20 10 17 Area EN 2i In which memory unit is your Area file stored In our example we are using the internal memory Imem Sel device 10 17 1 Imem 2 Xmem Enter the coordinates manually Continue from page 3 18 Enter your station coordinates Leave the ELE blank for no height establishment Coord 10 17 N xxxx E xxxx ELE xx ENT Are your coordinates correct Press Yes ENT to accept them If you press No you will return to the question about 3 18 Geodimeter CU Software How to use Stn and Area If the coordinates have to be changed use Edit or P43 Enter Coordinates In this example we will continue by accepting them Stn ok 10 17 N xxxx E xxxx ELE xx YES Are you going to measure heights Accept this question by pressing ENT Yes If you decide not to measure heights press No it means that the instrument height IH and signal height SH will be ignored In this example we will be measuring heights Press YES 1
210. you press REG these are the three values which are stored in the Imem i e deviations from the correct set out point coordinates Press REG to record deviations or ENT to see coord of the set out point In this example we press ENT TRK P23 10 18 dN 0 00 dE 0 00 dELE 0 000 ENT These are the actual coordinates of the set out point s present position Press REG to store the deviations TRK P23 10 18 N 975 00 E 1025 00 ELE 4 098 Geodimeter CU Software 6 11 6 P23 SetOut The program continues with the next set out point Press the PRG key and 0 to exit to theodolite mode Note Skip point Ifyou have difficulties to set out the point the program will give you a opportunity to skip it Turn the instrument away from the prism when HA and dHA are displayed and press Reg The question Skip Point will be displayed Answer YES to this question and the program will continue with the next setting out point 6 12 Geodimeter CU Software CHAPTER P24 RefLine General A tic 7 2 CONMTIQUIC virreinal topo daa irte 7 4 Start Rethines usa dt 7 5 NA e 7 6 Straight lie tico rli tati 7 8 Rad E a a e a a aaa i E T E en aoe 7 10 Unknown CINE aeiiaaie aae aerea aaiae rinii ait 7 14 A EAEE AAE E E 7 18 Setout With Radofs Rt O S oooccocococccncnonocnccnnononocononanonos 7 23 SetOut With Coordinates occcccocicococonnncncnconnnoncccononononos 7 29 Registered Data oi
211. your set out point 6 By pressing ENT at this stage you are also able to see the radial and right angle offset to the point When 12 26 Geodimeter CU Software How to use Radofs 0 0000 and RT ofs 0 0000 the correct lateral set out position is reached Geodimeter CU Software 12 27 12 P29 RoadLine Ref point 12 28 Geodimeter CU Software How to use Height Setting Out If cross section data is available for each or some sections 3 dimensional setting out of cross sections can be executed The following must be true 1 It is assumed that elevation exists in your Stn Coordinates 2 The question height measurement HT comes up in the program 20 Station Establishment 3 If YES IH Instrument Height appears automatically 4 The question SH Signal Height appears when you enter the setting out part of the program If you are going to use R O E Remote Object Elevation we recommend that you key in SH 0 5 After given section interval and centreline offset the question SHT appears Key in the information given in your cross section Measurement tip If you would like to set out the height e g at 1 0m add 1 0m to your instrument height and use R O E When dHT 0 you are pointing 1 0m above finished construction level Geodimeter CU Software 12 29 12 P29 RoadLine P29 4 Measure Choose program 29 STD PO 10 16 HA 392 9095 VA 102 8955 profi 2 EM ES

Geodimeter CU User Guide Part 2

Contents

Download Pdf Manuals

Related Search

Related Contents