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Leica RoadRunner Technical Reference Manual

1. RR12_069 7 8 9 101112131415 If typing in chainage or station 12 in this example in RR Multiple Chainage to select the right chainage or station looks as follows Road Multiple Chainage CONT 11 000 15 000 CONT F1 To select the highlighted chainage or station equation and return to the stake out dialog MORE F5 To switch the last column to show the end chainage or HORE station of the chainage or station equation Description of columns Column Description End Shows the end chainage or station for the chainage or station equation reads in our example 13 000 for Nr 1 15 000 for Nr 2 and 24 000 for Nr 3 End shows till which chainage or station the current chainage or station equation is valid As for the first part of the alignment no chainage or station equation exists Ahead stays empty for the first row Understanding Stake and Check Basics RoadRunner 301 Understanding Stake and Check Basics RoadRunner 302 11 9 Description Working Corridor A working corridor defines the valid offset range left and right of the centre line When working with irregular alignments such as traffic islands and parking lots working corridors are useful to avoid displaying results from the wrong centre line element The example below shows the result you would get if working without defined working corridor For the measured position b RoadRunner fi
2. RR12_062 old 1234567 8 910111213 Overlap chainage or station equation Chainage or station back 13 chainage or station ahead 7 RR12_063 7 8 9 101112 Understanding Stake and Check Basics RoadRunner 299 Understanding Stake and Check Basics RoadRunner 300 Multiple chainage or station Example In the case of the overlap shown in the example the chainages or stations between seven and thirteen appear twice When typing in a duplicate chainage or station a message box prompts if the previous selected chainage or station should be used again or if a new one should be selected from all existing chainage or station equations Stake Stringline X LAST F1 To use the previously selected chainage or station LAST to use last equation for the entered chainage or station SELCT to choose other SELCT F4 To select the chainage or station out of a list of all avail able chainage or station equations for the entered chainage or station As more than one chainage or station equation is possible a chainage or station can appear more than twice on a design In this example the chainages or stations 11 to 13 appear three times 0 5 6 7 8 9 10111213 111213141516 24 Overlap chainage or station equa A tion Chainage back 13 chainage ahead 7 and chainage back 15 chainage ahead 11
3. Field Option Description of Field 2nd Line HtD Output Current height difference to the 2nd stringline including the defined stake check 21d Line HtD of the General page AOffset Output Horizontal offset between the defined position and the current position Cs Refer to the different stake out methods for more details AHeight Output Vertical offset between the defined position and the current position K Refer to the different stake out methods for more details AChainage Output Difference between the defined chainage def Chainage on the General page and the current chainage Chainage shown on the Stake page K If no defined chainage exists e g if staking out random chainages or checking this field reads AChainage Chainage Output The current chainage This field is independent of the chosen Orientation and Guidance in Road Config uration def Chainage Output Chainage to stake out Strgl Offset Output Horizontal offset from the stringline Strgl Ht Diff Output Height difference from the defined stringline RoadRunner 169 Configuring RoadRunner 170 Field Option Description of Field Strgl Name Output Name of the stringline to stake out or the stake out is relative to CL Ht Diff Output Height difference from the centre line CL Height Output Height of the centre line at the current chainage CL Radius Output Radius of the centre line at the curren
4. NEXT To move back to the previous screen of the wizard Field Option Description of Field Layer Choicelist The layer the object to select belongs to Select View Cross Section Plan The selection view used for picking the objects Cross section view of the design data E The cross section view is available for all working methods 2D plan view of the design data CS The plan view is only available for the working methods Stringline and Individual Stringline Field Option Description of Field Plot Chainage User input With Select View Cross Section it defines the chainage at which the cross section for the graph ical selection is created With Select View Plan it defines the chainage which is to be marked and displayed by a triangle This allows easier user orientation within a project K Plot Chainage is only used for Select View Cross Section and the working method Individual Stringline Plot Step User input To define a chainage increment This is the amount by which the Plot Chainage is to be incremented and updated on the screen display K Plot Step is only used for Select View Cross Section and the working method Individual Stringline Next step NEXT F1 to move to the next step of the selection RR Unlike all other objects DTM s are selected by name Selection Wizard DTM Step 3 Working in Advanced mode RoadRunner 47 Step 3 Wo
5. Configuring All fields from RR Stake Stringline Stake page are available for the Info page Field Option Description of Field Strgl Task Output Name defined for the stringline centre line task AOffset Output Horizontal offset between the defined position and the current position CS Refer to the different stake out methods for more details AHeight Output Vertical offset between the defined position and the current position Cs Refer to the different stake out methods for more details AChainage Output Difference between the defined chainage def Chainage on the General page and the current chainage Chainage shown on the Stake page CS If no defined chainage exists e g if staking out random chainages or checking this field reads AChainage Chainage Output The current chainage This field is independent of the chosen Orientation and Guidance in Road Config uration def Chainage Output Chainage to stake out Strgl Offset Output Horizontal offset from the stringline Strgl Ht Diff Output Height difference from the defined stringline RoadRunner 163 Configuring RoadRunner 164 Field Option Description of Field Strgl Name Output Name of the stringline to stake out or the stake out is relative to 2nd Line Name Output Name of the 2 stringline 2nd Line Ch Output Current chainage at 2nd stringline considering station sta
6. left and right hand side of the centre line in one process The zig zag mode is available for stakeout check methods Stringline Indiv Stringline e X Slope e Road Crown Refer to 4 11 The Zig Zag Mode for more infor mation on the zig zag mode Field Option Description of Field RR12 048 2 Shift Horiztl None Type of horizontal shift applied to the object Linear parabolic Constant constant linear amp reverse curve Parabolic or L Pa Pa Reverse Curve a ee ow RR12_049 Shift Verticl None Type of vertical shift applied to the object Linear parabolic Constant constant linear amp reverse curve Parabolic or A Reverse Curve Gy _ RR12_050 Next step NEXT F1 to move to the next step of the selection wizard Step 3 Working in Advanced mode RoadRunner 45 Step 3 Working in Advanced mode 4 3 3 Description Access RR Selection Wizard View RoadRunner 46 Selection Wizard View Screen Selection Wizard View defines the layer and its graphic appearance for the selection The screen is accessed as part of the selection wizard Layer Select View Plot Chainage Selection Wizard View Test Stringsf Cross Section 4 200 000 nm Q2at DEFLT BACK NEXT F1 To move to the next screen of the selection DEFLT F5 To reset the Plot Chainage to the start chainage of the layer centre line BACK F6
7. Configuring Available items RoadRunner 200 Relevant triangle of the DTM d Projected point on DTM Easting Northing DTM Ht Diff Flow Directn RR12_046 Flow Ratio Field Option Description of Field DTM Task Output Name defined for the DTM task DTM Ht Diff Output Vertical height difference to the DTM AHeight Output Height difference to the layer DTM Height Output Height of the DTM at the current measured position Flow Directn Output Direction of maximum slope ratio on the current DTM triangle This is the direction water would flow towards from the projected point Flow Ratio Output Slope ratio of the DTM This is the maximum slope ratio of the triangle DTM Name Output Name of the DTM surface Act Easting Output Easting of the current position Configuring Field Option Description of Field Act Northing Output Northing of the current position Act Height Output Height of the current position Curr Des Est Output Easting of the DTM for the current position Act Easting Curr Des Nor Output Northing of the DTM for the current position Act Northing Curr Des Hgt Output Height of the DTM for the current position Quality 3D Output The 3D coordinate quality of the point coordinates Refer to 5 3 Point Management of the Technical Reference Manual for detailed information Next step CONT F1 to confirm the changes and c
8. 1 Select Project Config in RR Configuration 2 Press PAGE F6 until the Posit page is active 3 RR Configuration Posit page Choose Auto Position 2D Meas Make sure that the instrument uses the reflectorless EDM mode 4 As the instrument uses the current vertical angle for the first iteration aim the instrument at the position you expect the point to stake out 5 Press SHIFT POSIT F4 to start the iterative positioning of the instrument CS The instrument spins to the horizontal direction and uses the current vertical angle for the first iteration As soon as the defined Position Tol from RR Configuration Posit is reached the instrument stops CS Depending on the settings chosen on RR Configuration Posit page the instru ment turns on the red laser to mark the height Configuring RoadRunner 205 Configuring 6 5 3 Description Auto position step by step RoadRunner 206 Auto Position Advanced The advanced option for auto positioning allows you to let the instrument aim at positions with certain parameters fixed For example let the instrument find the height on the peg In this example the height of the X slope should be marked on a peg by using the auto posi tion function a c b a Peg placed at the correct position b First height manually chosen direction RR12_072 c Required height on the peg Step Description 1 Select Project Config in RR Co
9. Manual Height User input A height which is entered manually by the user The value typed in is used instead of design height or DTM height If no value is typed in the height from design is used KE The following field is shown for the Stake methods Stringline Individual Stringline and Manual Slope with Offset Direc Angle to Align in RR Road Configuration General page Angle to Alig User input The value in clockwise direction in rela tion to the element tangent Type of height Overrules Stake Height Diff Manually entered All other heights Considered OR Obtained from individual point From height layer of DTM Design height Considered From design No other heights Considered RoadRunner 91 Step 4 Measuring RoadRunner 92 Type of height Overrules Stake Height Diff 2nd height from info layer of DTM No influence on priorities For additional info only 5 3 S The Stake page only applicable to stake surveys Step 4 Measuring The Stake Page Press lt gt to de increase the Def Chainage by the Ch Increment Description Road Stake Stake Stringline Xx Reneral Stake Tnfa Pint Chainage 150 209 nm CL Offset 0 422 n AChainage 0 209 n AOffset A 0 422 n AHeight 0 539 n Near Tang Pt 2 315 w at ALL DIST REC CH lt PAGE PAGE gt RoadRunner The values on this page guide you to the
10. Step 3 Working in Advanced mode RoadRunner 39 Step 3 Working in Advanced mode RoadRunner 40 4 2 Selecting Layers and Stringlines Layers and Stringlines In Advanced mode a task is created edited or selected in order to stake check elements of a road The task defines which road is to be staked checked including which layers and strin glines are to be used Selecting a layer Screen Description Selection Wizard View Layer Test Strings hd Layers can be selected from the choicelist in the View screen of the Selection Wizard The choicelist Select View Cross Section 4 can only be opened when more then one layer is Rist Chainage aS contained in the active road job Selecting a stringline Screen Description Selection Wizard Select Stringlines can be selected from the Select screen an i ceatreline of the Selection Wizard x N N A ae aaa lt N ead G2at NEXT lt gt ZOOH ZOOH BACK 4 3 4 3 1 General Two types of tasks Description Creating Editing Tasks with the Selection Wizard Overview The element to stake out or check is selected at the start of the stake out and check process This selection is made at the same time as the definition of the parameters for the stake out check The selection wizard guides you through the process of selecting and defining the elements to stake out or check The selected element to stake
11. 2 Itis now possible to stake out a reference point with a defined offset from the catch point Enter the appropriate values Entering the values Advanced Mode Step 4 Measuring Screen Step Description RoadRunner Setup 1 After setting Slope Method Reference Point in the Applica Sn RR Road P configuration screen a task is created or selected Hothod Hanual_ Slope and then the instrument is positioned and oriented Hode Advanced 4 Project Road Project 4f Fi int Job fi int job fone ioh a Job Press CONT F1 to go to Task Management Road Job Soccer DTM Job Soccer DTM Q2at CONT CONF PROJ DATA Slope Definition x 2 Enter appropriate values for the slope definition Ref Line s Centreline Hi i S bof ing ved ee L Refer to 10 7 Extras for Slope for details of the Def Hng HtD 0 000 n fields in this screen Slope Type Cut Right Slope Ratio 2 1 Refer to 11 7 3 Slope Staking Using a Reference uzat Point for further details on using a reference point CONT CONF Press CONT F1 to continue to the next screen Selection Wizard Slope 3 Itis now possible to stake out a reference point with Ref Offset a defined offset from the catch point Enter the appropriate values sT PPri Refer to 4 3 6 Selection Wizard Slope Screen for further details on using the Task selection ar wizard conT RoadRunner 115 Step 4 Measurin
12. Choose Task Type X Slope Define Task Name Use Zig zag and select the type of shifts to add Shift Horiztl and Shift Verticl Press NEXT F1 RR Selection Wizard View Select the Layer and Plot Chainage Select View Cross Section is fixed Press NEXT F1 RR Selection Wizard Select lt F2 and gt F3 to select the X slope by moving right and left Press NEXT F1 RR Selection Wizard Define Define Refrence Line Use Min Max Min Chainage and Max Chainage Depending on the selection for Shift Horiztl and Shift Verticl the next steps vary 4 3 7 Step 3 Working in Advanced mode Description Referto chapter If Shift Horiztl None Shift Verticl None continue with step 9 If Shift Horiztl and Shift Verticl are not set to None then press NEXT F1 to define the shifts and then continue with step 9 9 Press FINSH F1 to confirm all wizard steps and exit the wizard RoadRunner 69 70 Step 3 Working in Advanced mode RoadRunner 4 6 Selecting Slopes Description Slopes consist of two stringlines the hinge point lies on one of the stringlines cE To avoid errors and minimise the number of keystrokes the vertex of the slope closer to the Slope selection step by step centreline is chosen as default for the hinge point during the definition in the Selection Wizard Description Referto chapter 1 RR Selection Wi
13. Selection Wizard Slope x It is now possible to stake out a batter rail with a Ra rer TIPS E defined peg height Enter the appropriate values Rail ov Grnd 0 000 n N Q2at CONT Entering the values Advanced Mode Step 4 Measuring Screen Step Description Application Stake Check Nethod Hode Project Fixpoint Job RoadRunner Setup Hanual Slope Advanced 4 Road Project 4f fixpoint job 1 After setting Slope Method Batter Rail in the configuration screen a task is created or selected and then the instrument is positioned and oriented Press CONT F1 to continue to the next screen Heas Job measure job Road Job Soccer DTM Job Soccer DTM Q2at CONT CONF PROJ DATA Slope Definition x 2 Enter appropriate values for the slope definition Ref Line s Centreline Hi i S bof ing ved ee L Refer to 10 7 Extras for Slope for details of the Def Hng HtD 0 000 n fields in this screen Slope Type Cut Right Slope Ratio 2 1 Refer to 11 7 5 Slope Staking With Batter Rails uzat for further details on using a batter rail CONT CONF Press CONT F1 to continue to the next screen Selection Wizard Slope It is now possible to stake out a batter rail with a a SS mate defined peg height Enter the appropriate values Rail ov Grnd 0 000 n l Refer to 4 3 6 Selection Wizard Slope Screen for further details on using the Task selec
14. eseosece Working with the Extras Menu RoadRunner 253 Working with the Extras Menu Additional Layer Info RoadRunner 254 Stake Slope x 1 Press SHIFT EXTRA F5 to access Extras menu General Stake Info Plot i ane 2 346 2 178 Na KL fat HELP CONF FIT CENTR EXTRA QUIT Extras Stringline xX 2 Select Additional Layer Info 1 DTH Heights 2 AChainage 0 3 Decrement Chainage Press CONT F1 to continue to the next screen 5 Individual Point 6 Change stringline amp Box Base Definition 9 Reinitialise search uzat CONT 3 Press lt F2 and gt F3 to select the relevant 4 303 AHt 3 872 L3 1 a 7 547m alt 3 gare element in the plot The information displayed L2 1 AO 13 297m AHt 3 300m shows the current slope ratio of the element the ee height difference and the offset and height differ a te ence from the left and right vertices of the element fat Press CONT F1 to store the selected element CONT lt gt Z00H ZOOH RESET which is then automatically recalled Press RESET F6 to move back to the originally selected element Box Base Definition The following steps describe the stake out of two reference pegs from a centre line chainage and offset k f RR12_093 Sn a Centre line b Defined chainage c Stake offset d Base point e Base distance positive e negative e f Peg to stake out Working wit
15. 85 Step 4 Measuring RoadRunner 86 5 Step 4 Measuring 5 1 The Stake pages Staking Checking the Road An Overview of the Pages Screen Description 20 60 IR 7 RR er T zA Stake Stringline General ef The General page Stake out settings for the point to stake out for example point ID or reflector height 20 62 IR aT RR Her rA Stake Stringline Stake ef The Stake page Displays the differences between the measured points and stake out points delta values If these values are zero the measured point coincides with the stake out point 20 53 IR a RR er T ns Stake Stringline Into ef The Info page Auser definable page displaying values relevant to the measured point 20 53 IR Fa RR Her I G A Stake Stringline Plot The Plot page A graphical representation of the current design in relation to the measured point The Check pages Step 4 Measuring Description The General page Stake out settings for the point to stake out for example point ID or reflector height Screen ALUE a S TE Her E Soe Tote Stringline x beneral IntofPlot 21 00 _ o0 IR s N e STD I E Boe oe String line x Ef into erot a The Info page A user definable page displaying values relevant to the measured point ao IR at e STD I E Bo Tre Stringline General intofPio
16. 9 1 Overview Accessing the screens Press DATA F5 on the RoadRunner Setup screen or Road Jobs screen Viewing and Editing The design data stored within the road job contains all of the information about the road design This includes the stringlines and layers for example the geometry of the centre line or the layers of the different materials surfaces which form the road The design data can be viewed and partially edited in these View and Edit screens CONT F1 Job Name Geodata new To return to the RoadRunner Setup screen Layer Layer 414 EDIT F3 Stringlines 71 To edit the following design data Contro tino sia 1 to edit the general job details Cha inage EEIT 2 to select another centre line and include exclude ch ee 10 0002 stringlines from the selected layer Gat 3 to change the start chainage of the centre line of the CONT EDIT VIEW selected layer VIEW F4 To view the following design data in a selected layer 1 to view specific details of the layer centre line 2 to view the list of all stringlines in the layer 3 to view cross section plots Field Description of field Job Name The name of the active road job as defined in the project Layer To select a layer from the active road job All of the layers within the active road job can be selected Stringlines The number of stringlines from the selected layer Centre line The name of the layer
17. Select Hinge Right Strin Selection Wizard Define Left Strin Left Slope Select Use Min Max No Right Str n Left Hinge Hinge A Right trinti Press FINSH F1 to confirm the changes end the Selection Wizard and create the new task ee ag hacia No The new task you have created is stored with all the defined settings as part of the project To run the stake out it is only necessary to call up the task Frnsu DEFLT BACK again Description Option 2 Starting with Exercise 3 1 Press CONT F1 to access RoadRunner Setup these steps continue from Exercise 1a Description Option 2 Starting with Exercise 3 2 Select Application RR Road Select Stake Check Stake Select Method Slope Select Mode Advanced Ensure Project RR_Exercise_3 is selected Press CONT F1 to access Task Management RoadRunner Setup Application RR Road 4 Stake Check Hethod Hode Project T Fixpoint Job Tutorial Points Neas Job Tutorial Neas Road Job Tutorial Road DTM Job lt None gt Q2a 1 CONT CONF PROJ DATA 3 Highlight and select the existing task Fill Left Press CONT F1 Fill Right 31 03 04 Q2at CONT NEW EDIT DEL MORE TEHP Quick Start Tutorial Advanced Mode RoadRunner 337 Quick Start Tutorial Advanced Mode Staking the catch point RoadRunner 338 Description
18. Slope Definition x 2 Enter appropriate values for the slope definition Ref Line s Centreline bof ing ved SE t Refer to 4 3 6 Selection Wizard Slope Screen Def Hng HtD 0 000 n for further details on using the Task selection Slope Type Cut Right p wizard Slope Ratio CONT CONF 2 1hv Q2a Refer to 10 7 Extras for Slope for details of the fields in this screen Refer to 11 7 4 Slope Staking Using a Reference Point Surface for further details on using a refer ence point Press CONT F1 to continue to the next screen e Refer to 11 7 4 Slope Staking Using a Reference Point Surface for more information on the reference point surface method RoadRunner 119 Step 4 Measuring RoadRunner 120 The first position to find is the catch point Step Description 1 Stake out the position of the catch point by using AOffset and or AHeight When AOffset and AHeight are equal to zero the catch point has been located SHIFT EXTRA F5 to access RR Extras Slope Select Place Surface Reference Peg to access the define screen for the refer ence peg field The measured position from step 1 is used as the catch point for the stake out of the reference point The Act Hinge Height Diff field displays the Hinge Ht Diff value from RR Stake Slope Info page Type in the appropriate value for Def Hinge Ht Diff Stake out the surface reference peg relative to th
19. job Road Job Soccer DTM Job Soccer DTM Q2at CONT CONF PROJ DATA Slope Definition x 2 Enter appropriate values for the slope definition Ref Line Centreline Hi i S bof ing ved eT Refer to 10 7 Extras for Slope for details of the Def Hng HtD 0 000 n fields in this screen Slope Type Cut Right Slope Ratio 2 cA Iw Refer to 11 7 6 Staking Batter Rails Using a Refer uzat ence Point for further details on using a batter rail CONT CONF Press CONT F1 to continue to the next screen 3 Itis now possible to stake out a batter rail with a ied hed defined offset from the catch point Enter the appropriate values ON ge Refer to 4 3 6 Selection Wizard Slope Screen 5 for further details on using the Task selection ar wizard CONT RoadRunner 127 Step 4 Measuring Workflow RoadRunner 128 Refer to 11 7 6 Staking Batter Rails Using a Reference Point for more information on the reference batter rail method The first position to stake out is the catch point Step Description 1 Stake out the position of the catch point by using AOffset and or AHeight When AOffset and AHeight are equal to zero the catch point has been located 2 SHIFT EXTRA F5 to access RR Extras Slope The measured position is used as the catch point for the stake out of the reference point 3 Select Place Reference Point to access the stake out screen for the reference peg RR Sta
20. 4 3 2 Define Task Name and select the type of shifts to add Shift Horiztl and Shift Verticl Zig zag mode can not be used with manual slopes Press NEXT F1 RR Selection Wizard View Define Select View Plot Chainage and select the Layer Press NEXT F1 RR Selection Wizard Select lt F2 and gt F3 to select the stringline by moving right and left or click at a line If Task Type Centreline the selection is fixed to the centre line of the layer Press NEXT F1 RR Selection Wizard Define Define Use Min Max Min Chainag and Max Chainage 4 3 5 Step 3 Working in Advanced mode RoadRunner 75 Step 3 Working in Advanced mode RoadRunner 76 Description Stake Mode 3D is fixed Referto chapter Depending on the selection for Shift Horiztl and Shifts Verticl the next steps vary If Shift Horiztl None Shift Verticl None continue with step 10 If Shift Horiztl and Shift Verticl are not set to None then press NEXT F1 to define the shifts and then continue with step 10 4 3 7 10 Press FINSH F1 to confirm all wizard steps and exit the wizard 4 8 Description Slope selection step by step Selecting Layers Layers consist of a various number of stringlines representing the layer surface for example one centre line and the right and left edge of the road Refer to 11 3 Basic Elements for Road Sta
21. F1 on the RoadRunner Setup screen using Advanced mode Task management This screen shows the following In order to stake check a road a task needs to be created or selected A task is created by using the Selection Wizard A task is selected from Task Management The task defines which road is to be staked checked and defines any shifts that are to be used during the survey This screen shows a list of all existing tasks stored with the selected project asks Stringline CONT F1 To continue to the next screen String ine2 06 03 06 NEW F2 Stringline1 06 03 06 To create a new task with the Selection Wizard EDIT F3 To edit an existing task with the Selection Wizard DEL F4 at To delete an existing task CONT NEW EDIT DEL HORE TEHP MORE F5 To toggle between the task date and task time TEMP F6 To create a temporary task with the Selection Wizard This task is identical to any other task but is not stored for later use SHIFT HOME F2 To go to the top of the list SHIFT END F3 To go to the end of the list SHIFT TIME NAME F5 To sort the list by time or name Column Description of column Name The name of the working task The following columns values can be toggled by using the MORE F5 softkey Date The creation date of the working task Time The creation time of the working task CS Refer to 2 Step 2 RoadRunner Setup for further details on Advanced mode
22. Project A project consists of different kinds of jobs that belong together By selecting a project automatically all referenced jobs are selected as well A project can reference e one fixpoint job one measurement job one road job one DTM job e Since jobs are just referenced by a project they can be used in more than one RoadRu nner project as well as in other applications For example the same collection of control points may be used in two different projects Fixpoint job Measurement job Road job DTM job Managing the Project ae _ 4 Project A gt C i Project B X DA p gt fk _Data Job A Te Road Job MY Meas Job B e _DTM Job A RR12 028 Project A and Project B reference the same fixpoint job Data Job A and road job Road Job MY however their results are stored into different measurement jobs Meas Job A Meas Job B The fixpoint job holds all control point information needed in the field Control points are for example points with known coordinates used for a TPS set up or points used to determine a GPS coordinate system The fixpoint job is a source of information Data is read from it but not written to it The measurement job is where information generated in the field is recorded All measure ments points and other values stored in the field are added to this job All road design information either typed in manually or exporte
23. To include exclude the highlighted stringline from the layer Gat PAGE F6 STORE CENTR IN EX PAGE To move to the next page Column Description of column Line Name The column showing the names of the stringlines CL The column showing the stringline which is set as the layer centre line In Ex The column showing which stringlines are excluded from the layer Changing the start r i nb layer Mentreline chainage of the centre ars ee FIET line of the selected layer StartChainage MEMZ EATE STORE F1 End Chainage 7937 186 nm To store data and return to the View amp Edit Data screen RESET F4 To clear all changes made to the start chainage reset to the original start chainage 2a t PAGE F6 STORE RESET PAGE To move to the next page Field Description of field Centreline The name of the centre line Viewing and Editing the Design Data RoadRunner 237 Viewing and Editing the Design Data RoadRunner 238 Field Description of field StartChainage To enter a start chainage for the layer centre line By using the centre line length the end chainage is automatically calculated End Chainage The end chainage of the layer centre line as calculated from the start chainage Viewing and Editing the Design Data RoadRunner 239 Working with the Extras Menu RoadRunner 240 10 Working with the Extras Menu 10 1 Overview Accessin
24. are staking turn on the zig zag mode RoadRunner ___ i will automatically detect to which side of the X Shirt werit eS slope you are closer to This gives you additional flexibility during the stake out NEXT Select Shift Horiztl None No horizontal shift i should be applied to the X slope Select Shift Vertical Linear The 15 cm differ ence should be distributed linear along 17 m of the alignment starting at chainage 0 000 with 15 cm and ending at chainage 17 000 with 0 cm Press NEXT F1 to continue 5 Select Layer 300mm Gravel Selection Wizard View x Layer 300mm Grave lf The default Plot Chainage is by default the start chainage of the alignment Pist oat Cross Section Press NEXT F1 to continue at NEXT DEFLT BACK Description Option 1 Continuing with Exercise 1 Quick Start Tutorial Advanced Mode RoadRunner 6 Select Left Strin L1 1 Left Strin L4 4 Select Right Strin R1 1 Right Str n R434 Select this X slope by using the F2 and F3 keys i Press NEXT F1 to continue f N at NEXT lt gt ZOOH ZO0H BACK 7 Select Reference Line Left StrgIn All stake offsets and height differences applied would be aie cirin A relative to this stringline Refrence Linc RS tary Select Use Min Max No Use Hin ax No 4p Press NEXT F1 to continue at NEXT DEFLT BACK 351 Quick Start Tutorial Advan
25. start end chainage of the layer centre line BACK F6 FINSH To move back to the previous screen of the wizard Field Option Description of Field Centre line Output Active centre line of the selected layer Exp endSlIp To expand the left most and right most end slopes of the design Yes Prolong end slopes of the layer No End slopes will not be prolonged Use Min Max Yes or No Define a maximum and minimum working chainage Refer to 4 12 Chainage Range for more informa tion Min Chainage User input Minimum chainage of the chainage range Refer to 4 12 Chainage Range for more informa tion Max Chainage User input Maximum chainage of the chainage range Refer to 4 12 Chainage Range for more informa tion Next step IF the task is to THEN move to the next step of the selection wizard NEXT F1 to confirm all steps of the selection wizard and exit it if itis the FINSH F1 last screen of the selection wizard RR Selection Wizard Define Selection Wizard Define T Exist ing fl for DTM s Triang les 172 NEXT F1 To move to the next screen of the selection Gat BACK F6 FINSH BACK To move back to the previous screen of the wizard Field Option Description of Field DTM Choicelist A list of all DTM surfaces available in the selected DTM job Triangles Output Number of triangles the selected DTM consists of Step 3 Wor
26. the centre line to stake out exists as a line stored in the road job containing all information about the geometry of the line If you stake it out this pure geometry information is not enough You define special shifts or decide that the line should only be staked out within a certain chainage range The same line in the road Quick Start Tutorial Advanced Mode RoadRunner 321 Quick Start Tutorial Advanced Mode RoadRunner 322 job can be staked out in different ways Such a definition of how a certain element is staked out is called a task e Inthe following part you will create a task for the stake out of the centre line Creating a new task Description 8 Select Application RR Road Application RR Road 4 Select Stake Check Stake ra aa Q Select Method Stringline Hodo Project B Select Mode Advanced Fixpoint Job Tutorial Points Heas Job 7 Tutorial Heas Ensure Project RR_Exercise_1 is selected Road Job Tutorial Road DTN Job lt None gt Press CONT F1 to access Task Management CONT CONF oom a 9 Press NEW F2 to start the Selection Wizard asks String line ame The selection wizard guides you through the selec tion of the new task The new task is created when you reach the last screen of the Selection Wizard and end it with FINSH F1 Q2a 1 CONT NEW EDIT DEL MORE TEMP Description 10 Select Task Type Stringline Selection Wiz
27. 3 Working in Advanced mode RoadRunner 53 Step 3 Working in Advanced mode RoadRunner 54 Next step IF the task is to THEN move to the next step of the selection wizard NEXT F1 to confirm all steps of the selection wizard and exit it if itis the FINSH F1 last screen of the selection wizard RR Selection Wizard Define Centreline Selection Wizard Define eft Strin Right Strin CentrelineLines for slopes Hinge Left Strin4p Use Hin Hax TS Hin Chainage Nax Chainage 100 000 m 285 746 w Q2at DEFLT BACK NEXT F1 To move to the next screen of the selection DEFLT F5 To reset the Min Chainage and Max Chainage to the start end chainage of the layer centre line BACK F6 FINSH To move back to the previous screen of the wizard Field Option Description of Field Left Strgl Output Name of the slopes left stringline Right Strgl Output Name of the slopes right stringline Hinge Left Strgl or The stringline of the slope on which the hinge point Right Strgl lies Use Min Max Yes or No Define a maximum and minimum working chainage Refer to 4 12 Chainage Range for more information Min Chainage User input Minimum chainage of the chainage range Refer to 4 12 Chainage Range for more information Field Option Description of Field Max Chainage User input Maximum chainage of the chainage range R
28. BASE F3 in the Box Base Definition panel to freeze the values of the base point BASE F3 is now replaced by CLEAR F3 If a different base had been defined before use DEF N F2 to over write the values before pressing BASE F3 Working with the Extras Menu RoadRunner Define the Base Distance and Base Offset in the Box Base definition panel Base Distance and Base Offset follow the same rules as used for the definition of offsets and chainages in general offset to the right positive distance in direction of increasing chainage positive Press CONT F1 to continue to the next screen 257 Working with the Extras Menu RoadRunner 258 6 The values of Def Chainage Stake Offset and the Manual Height are adjusted accordingly feneral Stake Tnfn Pintt a Point ID Reflector Ht 0 000 n Def Chainage n Ch Increment 0 000 n Stake Offset 0 000 u Stake Ht Diff 0 000 n Manual Height 2 n at ALL DIST REC CH lt PAGE PAGE gt Stake Indy Stringline 7 The fields AChainage AOffset and AHeight on the General srake ins m Stake page guide you to the new position to stake cL 0 5 990 m out ACh 0 1013 g AOff 0 038 n AHt 0 054 a Press SHIFT EXTRA F5 to access Extras menu NrTP 14 845 nm ALL DIST REC CH lt PAGE PAGE gt Extras String ine x 8 Select Box Base Definition Press CONT F1 to continue to the next
29. CD RoadRunner 223 Managing the Road Job RoadRunner 224 The latest version of the Design to Field importers may be found in the downloads section of the Leica Geosystems website http www leica geosystems com s e en downloads lgs_page_catalog htm cid 3291 8 5 Accessing the screens Description RR Road Jobs Device Delete road job step by step Managing the Road Job Deleting an Existing Road Job Highlight the desired job and press DEL F4 on the RoadRunner Jobs screen Road jobs like measurement jobs fixpoint jobs and DTM jobs are only referenced by a project this means that it is possible to use one job in more than one project Deleting a road job deletes it from all projects that may reference it Roundabout Soccer 31 03 04 Soccer318 28 10 06 Soccer_stringline 05 04 06 CONT F1 To select the highlighted road job and return to the previous screen DEL F4 To delete the highlighted road job DATA F5 To view edit the data from the road job Gat Refer to 9 Viewing and Editing the Design Data DEL DATA INTL CONT CFCRD F6 or INTL F6 To switch between the CompactFlash card and the internal memory as the active device Step Description 1 RR Road Jobs Device Highlight the road job to delete 2 Press DEL F4 to delete the road job Next step CONT F1 to accept the changes and continue RoadRunner 225 Managing the Road Jo
30. Chainage Range for more informa tion Next step IF the task is to THEN move to the next step of the selection wizard NEXT F1 to confirm all steps of the selection wizard and exit it if itis the FINSH F1 last screen of the selection wizard RR Selection Wizard Define x i i s i Left Strin Selection Wizard Define Right Strin for X slopes Refrence Line Centreline CentrelineLines Left Strin4p Use Hin Hax TS Hin Chainage Nax Chainage 100 000 m 285 746 u Q2at DEFLT BACK NEXT F1 To move to the next screen of the selection DEFLT F1 To reset the Min Chainage and Max Chainage to the start end chainage of the layer centre line BACK F6 FINSH To move back to the previous screen of the wizard Field Option Description of Field Left Strgl Output The name ofthe left stringline defining the X slope Right Strgl Output The name of the right stringline defining the X slope Refrence Line Left Strgl or The stringline the stake out of the X slope is rela Right Strgl tive to Use Min Max Yes or No Define a maximum and minimum working chainage Refer to 4 12 Chainage Range for more informa tion Min Chainage User input Minimum chainage of the chainage range Refer to 4 12 Chainage Range for more informa tion Max Chainage User input Maximum chainage of the chainage range Refer to 4 12 Chainage Range for more informa tion Step
31. Configuring RoadRunner 159 Configuring 6 4 2 Description Changing items step by step RoadRunner 160 Changing Display Items of the Info Page The different info pages are part of the road configuration Step Description 1 Refer to 6 1 Overview of all Configuration Settings 2 Press PAGE F6 until the Info amp PIt page is active 3 RR Road Configuration Info amp PIt page Choose the Info Type to change ix Logfile Road Configuration Trfn amp P1t Info Type Stake Strg IMB Plot Type Cross Plot 4P Pole Graphic Std Bitmap Update X Sec 1 0m or 30s Vertical Exg 24 Q2at CONT EDIT PAGE 4 Press EDIT F3 to move to RR Define Info Display Modifying of the selected Info Type can now begin Define Info Display Type s Stake Strg1 Ist Line Strg Taskhli 2nd Line z Cha inage t 3rd Line gt CL Offset p 4th Line gt Strgl Offset P 5th Line Strg Ht Diff 6th Line CL Ht Ditt 4f 7th Line CL Height 4f Configuring Next step IF selected THEN Info Type is Check Strgl refer to 6 4 3 Info Page for Stringline Check Ind Strgl refer to 6 4 4 Info Page for Individual Stringline Check X Slope refer to 6 4 5 Info Page for X Slope Check Man Slip refer to 6 4 6 Info Page for Slope Manual and Slope Check Slope refer to 6 4 6 Info Page for Slope Manual and Slope Chec
32. Define Page for Crowns For this method ensure that Method Crown is set in RoadRunner Setup Define X Layer Test Strings Def Chainage PALL n Left Strin LeftEdge Crown Line Contre ine 4p 7 caplet Merrorce Liner bets Surin CONT F1 2nd Line coner To continue to the next screen Use Zig zag Nos SHIFT CONF F2 uzat To access the configuration settings CONT Refer to 6 Configuring Field Description of Field Layer Choicelist To select a layer in the active road job Def Chainage for Stake User Input The values are limited to the start Chainage for Check chainage and end chainage Left Strin Output To select the left stringline defining the X slope Crown Line Choicelist To select the common stringline between the left X slope and right X slope Right Strin Output To select the right stringline defining the X slope Refrence Line Choicelist Left Strin or Right Strin To select one of the stringlines to be used as the reference line 2 Line Choicelist To select a 2 stringline Field Description of Field Refer to 3 3 The Define Page for Stringlines for details Use Zig Zag Choicelist Yes or No To stake check points on the left right side of the centre line in one process Refer to 4 11 The Zig Zag Mode for details Step 3 Working in Standard mode RoadRunner 35 Step 3 Working in Standard mode RoadRunner 36
33. Difference between the defined chainage def Chainage on the General page and the current chainage Chainage shown on the Stake page RoadRunner 189 Configuring RoadRunner 190 Field Option Description of Field K Ifno defined chainage exists e g if staking out random chainages or checking this field reads AChainage Chainage Output The current chainage This field is independent of the chosen Orientation and Guidance in Road Config uration def Chainage Output Chainage to stake out Left XS Ht D Output Height difference from the road crowns left X slope Right XS Ht D Output Height difference from the road crowns right X slope Ht Diff Crown Output Height difference from Active X Slp of the crown Active X Slp Output Indicates if you are on the left or right X slope of the road crown Active XS Rat Output Slope ratio of Active X Slp This value is equal to L X SlIp Ratio or R X Slp Ratio depending on the value of Active X Slp Left Name Output Name of the left most stringline defining the road crown Left Offset Output Horizontal offset from the left stringline of the road crown Left Ht Diff Output Height difference from the left stringline of the road crown Right Name Output Name of the left most stringline defining the road crown Configuring Field Option Description of Field Right Offset
34. Field X Slope Task Output Name defined for the X slope task 2nd Line Name Output Name of the 2 stringline 2nd Line Ch Output Current chainage at 2nd stringline considering station start information if available Configuring RoadRunner 175 Configuring RoadRunner 176 Field Option Description of Field 2nd Line Off Output Current perpendicular offset to the 2nd stringline including the defined stake check 21d Line Off of the General page 2nd Line HtD Output Current height difference to the 2nd stringline including the defined stake check 21d Line HtD of the General page AOffset Output Horizontal offset between the defined position and the current position K Refer to the different stake out methods for more details AHeight Output Vertical offset between the defined position and the current position Cs Refer to the different stake out methods for more details AChainage Output Difference between the defined chainage def Chainage on the General page and the current chainage Chainage shown on the Stake page K Ifno defined chainage exists e g if staking out random chainages or checking this field reads AChainage Chainage Output The current chainage This field is independent of the chosen Orientation and Guidance in Road Config uration Configuring Field
35. Option Description of Field def Chainage Output Chainage to stake out X Slp Offset Output Horizontal offset from the X slope X Slp Ht Diff Output Height difference to the X slope If no stake height difference is used X SIp Ht Diff AHeight Left Name Output Name of the left stringline defining the X slope Left Offset Output Horizontal offset from the left point of the X slope Left Ht Diff Output Height difference from the left point of the X slope Right Name Output Name of the right stringline defining the X slope Right Offset Output Horizontal offset from the right point of the X slope Right Ht Diff Output Height difference from the right point of the X slope Ref Line Output Indicates which side of the X slope the stake out is relative to Ref Offset Output Horizontal offset from the stringline of the X slope used as reference Depends on Ref Line and is iden tical to Right Offset or Left Offset Ref Ht Diff Output Height difference from the stringline of the X slope used as reference Depends on Ref Line and is iden tical to Right Ht Diff or Left Ht Diff X Slope Ratio Output Slope ratio of the X slope Square Offset Output Offset from the X slope perpendicular to the X slope CL Ht Diff Output Height difference from the centre line RoadRunner 177 Configuring RoadRunner 178 Field Option Description of Field CL Height Output Height of the centre line at the cu
36. Output Horizontal offset from the right stringline of the road crown Right Ht Diff Output Height difference from the right stringline of the road crown Mid Name Output Name of the mid stringline defining the road crown Mid Offset Output Horizontal offset from the mid stringline of the road crown Mid Ht Diff Output Height difference from the mid stringline of the road crown L X Slp Ratio Output Slope ratio of the road crowns left X slope R X Slp Ratio Output Slope ratio of the road crowns right X slope Left Width Output Horizontal width of the road crowns left X slope Right Width Output Horizontal width of the road crowns right X slope CL Ht Diff Output Height difference from the centre line CL Height Output Height of the centre line at the current chainage CL Radius Output Radius of the centre line at the current chainage CL Type Output Curve type of the centre line CL Offset Output Perpendicular horizontal offset from the centre line This field is independent of the chosen Orientation and Guidance in Road Configuration CL Tangent Output Tangent direction of the centre line at the current chainage RoadRunner 191 Configuring RoadRunner 192 Field Option Description of Field Near Tang Pt Output Refer to 5 3 The Stake Page for details on this field Near Vt TngPt Output Distance to the nearest vertical tangent point of the design CL Grade Output Grade of the
37. Road Configuration X Reneral rherk TnfngP t I ngfile Quality Check Height 4 Height Tol MA Height Tol 4 0 020 m B f gt Dist from Pt ite e CONT F1 uzat To confirm the changes and move to the previous CONT PAGE screen Field Option Description of Field Quality Check Activates a position check when storing a staked or checked point When the defined tolerance is exceeded the stake out check can be repeated skipped or stored None No quality check during stake out check of points RoadRunner 151 Configuring RoadRunner 152 Field Option Description of Field Ch amp Off amp Ht Check for chainage horizontal offset and height Ch amp Off Check for chainage and horizontal offset Pos amp Ht Check for 2D position and height Position Check for 2D position Height Check for height K Depending on this selection the lines below are enabled disabled Chainage Tol From Maximum difference in chainage 0 001 to 100 Offset Tol From Maximum horizontal offset from defined position 0 001 to 100 Position Tol From Maximum radial horizontal distance 0 001 to 100 Height Tol t From Maximum height difference 0 001 to 100 Height Tol From Maximum height difference 0 001 to 100 Beep near Pt On or Off Activates an acoustic warning signal when the hori zontal radial distance from the current position to the point to stake out is equal or less than defined in Dist
38. Selecting the project and the task Quick Start Tutorial Advanced Mode Description Option 1 Continuing with Exercise 1 Access RoadRunner Setup In Exercise 1 a task was created for the stringline In Exercise 3 a task was created for the slope In Exercise 4 a task was created for the layer In Exercise 5 you will create a task for the x slope Select Application RR Road Select Stake Check Stake Select Method X Slope Select Mode Advanced Ensure Project RR_Exercise_1 is selected Press CONT F1 to access Task Management RoadRunner Setup Application RR Road 4 Stake Check Nethod Hode Project Fixpoint Job Tutorial Points Heas Job Tutorial Meas Road Job Tutorial Road DTM Job lt None gt at CONT CONF PROJ DATA Press NEW F2 to start the Selection Wizard The selection wizard guides you through the selec tion of the new task The new task is created when you reach the last screen of the Selection Wizard and end it with FINSH F1 at CONT NEW EDIT DEL MORE TEHP RoadRunner 349 Quick Start Tutorial Advanced Mode RoadRunner 350 Description Option 1 Continuing with Exercise 1 4 Enter a task name Task Name Selection Wizard Start x i f Task Type X Slope f Select Use Zig zag Yes As you want to switch Task Name X Slope1 between the left and right side of the X slope you use zig zag Yes
39. Slope Dist Hg 0 474 u i i Hinge Offset 0 424 a sequence or want to see other items simply select Hinge Ht Diff T326 them in the Configuration aT ALL DIST REC CH lt PAGE PAGE gt 4 Depending on the workflow you favour you can now either stake all catchpoints on one side of the centre line or flip between the right and left slope of the cut e To work ahead on one side of the road simply press CH F4 to increase to the next chainage To change to the right side of the cut simply press ESC to return to Task Management Select Fill Right and move to the right side of the centre line 5 Continue with the stake out of the other catch points each 5 m by using CH F4 Quick Start Tutorial Advanced Mode RoadRunner 339 Quick Start Tutorial Advanced Mode RoadRunner 340 Description 6 As soon as you reach the area where the fill turns to a cut RoadRunner brings up a message box telling you that you are outside of the define slope and prompting if you want to continue with the last valid slope values This is a useful feature if the design you get is not accurate enough and cuts fills have to be extended 13 6 Exercise 4 Checking Road Layer Surface gt 0 5 2 1 SEA 2 1 oa 217 V 0 5 P 2 25 i 2 25 2 5 A 30 mm asphalt SPER EEIESE ae EEA 300 mm gravel 30 mm asphalt general fill e 300 mm grav
40. Systems ISO standard 14001 P N Ask your local Leica Geosystems dealer for more information about our TQM program Printed in Switzerland 2008 Leica Geosystems AG Heerbrugg Switzerland Leica Geosystems AG Heinrich Wild Strasse CH 9435 Heerbrugg e Switzerland when it has to be right etca Phone 41 71 727 31 31 www leica geosystems com Geosystems
41. also determines the coordinate system Points which are occupied in staking out or check are stored in this job The data from this job is shown in MANAGE Data Job Name Road Job Choicelist The active road job Refer to 8 Managing the Road Job DTM Job Choicelist The active DTM job DTM jobs may be created in LGO Refer to 8 6 Working with a DTM Job Next step CONT F1 to accept the changes and continue Selecting a Fixpoint Job and a Meas Job is mandatory Every job selection will bring up only the jobs that are valid For example the list of Road Job is different to the one for Meas Job and Fixpoint Job RoadRunner 215 Managing the Project Managing the Project 7 6 Accessing the screens Description er Delete project step by step RoadRunner 216 Deleting an Existing Project Highlight the desired project and press DEL F4 on the RoadRunner Projects screen Deleting a project will not delete the measurement job fixpoint job road job and DTM job that it references If two projects use the same control points by referencing the same fixpoint job deleting one project and will not delete the control points for the other project Step Description 1 RR Projects Device name Highlight the project to delete 2 Press DEL F4 to delete the project Next step CONT F1 to accept changes and continue Managing the Project RoadRunner 217 Managing
42. and continue 6 4 4 Description Access step by step Configuring Info Page for Individual Stringline This info page is used for the following working methods e Road Check Individual Stringline e Road Stake Individual Stringline Step Description 1 Select Road Config in RR Configuration 2 Press PAGE F6 until the Info amp PIt page is active 3 RR Road Configuration Info amp PIt page Choose the Info Type to change e for Road Check Info Type Check Ind Strgl e for Road Stake Out Info Type Stake Ind Strgl 4 Press EDIT F3 to move to RR Define Info Display Modifying of the selected Info Type can now begin RoadRunner 167 Configuring Available items RR12_08 All fields from RR Stake Stringline Stake page are available for the Info page RoadRunner 168 Stake Out of Roundabout a Position to stake out b Stringline to stake out c Centreline d Chainage e AChainage f AOffset g AHeight Field Option Description of Field Strgl Task Output Name defined for the stringline centre line task 2nd Line Name Output Name of the 2 stringline 2nd Line Ch Output Current chainage at and stringline considering station start information if available 2nd Line Off Output Current perpendicular offset to the 2nd stringline including the defined stake check 24 Line Off of the General page Configuring
43. at the current chainage Near Tang Pt Output Refer to 5 3 The Stake Page for details on this field Near Vt TngPt Output Distance to the nearest vertical tangent point of the design CL Grade Output Grade of the centre line at the current position RoadRunner 197 Configuring RoadRunner 198 Field Option Description of Field Act Easting Output Easting of the current position Act Northing Output Northing of the current position Act Height Output Height of the current position Curr Des Est Output Easting of the design for the current position relevant point on the layer Act Easting Curr Des Nor Output Northing of the design for the current position relevant point on the layer Act Northing Curr Des Hgt Output Height of the design for the current position relevant point on the layer Next step CONT F1 to confirm the changes and continue 6 4 9 Description Access step by step Configuring Info Page for DTM This info page is used for the following working methods e Road Check DTM Step Description 1 Select Road Config in RR Configuration 2 Press PAGE F6 until the Info amp PIt page is active 3 RR Road Configuration Info amp PIt page Choose the Info Type to change e for Road Check Info Type Check DTM 4 Press EDIT F3 to move to RR Define Info Display Modifying of the selected Info Type can now begin RoadRunner
44. changes and continue RoadRunner 213 Managing the Project 7 5 Accessing the screens Description RR Edit Project Job Name General page RoadRunner 214 Editing an Existing Project Highlight the desired project and press EDIT F3 on the RoadRunner Projects screen The project details contain general information about the project as well as the list of jobs referenced by the project Edit Project RoadRunner Reneral labs Name RoadRunner Description Tutorial Creator Your Name Device CF Cardd azar STORE F1 STORE PAGE To accept changes and continue Field Option Description of Field Name User input Project name must be unique This field is manda tory Description User input Two line description of the project Creator User input Name of the creator of the project Device CF Card or The device on which the job is stored Internal Memory Next step PAGE F6 changes to the Jobs page RR Edit Project Job Name Jobs page Edit Project RoadRunner xX Reneralf Inhs Fixpoint Job AEE Hoas Job e Road Job Soccer Align Job Sone Tunnel Job mine Rail Job lt None gt 4f DTH Job Soccer DTH 4f co STORE F1 STORE GE To accept changes and continue Field Option Description of Field Fixpoint Job Choicelist The job that contains the point data to be used Meas Job Choicelist The active job which
45. for the bike path has been converted into the onboard format The design is a short ramp that connects a road with an already existing part of the bike path In this tutorial chapter you will learn how to Create a project that includes your road data RRI2058 a Change your road configurations Select the element to stake out Stake out the centre line of the design Find catch points for slopes and place batter rails Check a road layer surface Shift design to fit existing road level This chapter is separated in five exercises You can work through the entire tutorial or complete each exercise at a time Graphical overview E 320 520 Horz Vert alignments N 475 29 _H 420 21 0 000 00 E 320 520 N 466 090 0 009 20 E 303 750 g EA l N 453 017 o 7 E 313 261 H 416 97 N 456 103 421 0 0 032 39 0 022 39 416 0 Q Q Q e Q Q Q Q Q e Q 6 So t foe N o o t foe N So So oO vc y N N N se T F lt F F lt FF F FF F F RR12_060 fo The data representing a bike bath connecting two existing roads is used during your tutorial Quick Start Tutorial Advanced Mode RoadRunner 311 Quick Start Tutorial Advanced Mode RoadRunner 312 Graphical overview Cross sections PESAS 30 mm asphalt
46. in exactly the way needed The various checking methods use the same Info pages 11 6 2 Stake Offset Height Difference Working Example Example This example shows the differences between staking out with and without stake offset height difference A stringline in this case the centre line should be staked out Once without an stake offset and once using an stake offset of 1 m The stake height difference stays zero in both cases T b a 0 254 0 841 h Current position AOffset 0 841 AHeight 0 254 RR12_012 i Position to stake out No stake offset Stake Stringline x Reneral Stake Tnfa PInt Chainage 5 1320 m CL Offeot 0 84410 n AChainage 0 1320 n AOffset 0 8410 n AHe ight 0 2540 n Since in this example the stringline is also the centre line Near Tang Pt 4 0610 u aT ALL DIST REC Ch lt PAGE PAGE gt Understanding Stake and Check Basics RoadRunner of the layer the offset from the centre line CL Offset and delta offset to the reference line AOffset are equal but of opposite signs 285 Understanding Stake and Check Basics RoadRunner 286 Defined stake offset Stake Stringline X oaeen H Tnfn TAE As no stake offset or stake height difference are used the ri as rin ine chainage a jaoi values shown for stake out on the Stake page AOffset CL Offact 0 8410 n and AHeight are the same as shown on the Info page Strg Offset 0 8410 m i Strol Ht Diff agers for Strgl Of
47. may be shown in the Stake methods Stake Offset User input Horizontal offset from the reference stringline as defined by the chosen method of the point to stake Stake Ht Diff User input Vertical offset from the reference strin gline or surface as defined by the chosen method of the point to stake CS The following fields may be shown in the Check methods unless Offset Direc Perp to Align in RR Road Configuration General page Check Offset User input Horizontal offset for stringlines defined by manual offset Refer to 11 6 2 Stake Offset Height Difference Working Example for more information on stake offsets Check Ht Diff User input Vertical offset for stringlines defined by manual height difference Refer to 11 6 2 Stake Offset Height Difference Working Example for more information on stake height differences E The following fields are shown in the Stringline Individual Stringline X Slope and Crown methods with a selection for 2nd Line in RR Define 2nd Line Off Horizontal stake check offset for 2 string Understanding priori ties of various heights Step 4 Measuring Field Description of Field 2nd Line HtD Vertical stake check height difference for and string KE The following field is shown in the Stake and Check methods except for the Slope and Manual Slope unless Offset Direc Perp to Align in RR Road Configuration General page
48. nm AL Paenuweweud E ana m Quick Start Tutorial Advanced Mode RoadRunner 329 330 Quick Start Tutorial Advanced Mode RoadRunner Description Option 3 Starting with Exercise 2 1 Press CONT F1 to access RoadRunner Setup these steps continue from Exercise 1a 2 Select Application RR Road Select Stake Check Stake Select Method Stringline Select Mode Advanced Ensure Project RR_Exercise_2 is selected Press CONT F1 to access Task Management Application RR Road 4 Stake Check Hethod Hode Project Fixpoint Job Tutorial Points Heas Job Tutorial Meas Road Job Tutorial Road DTN Job lt None gt Q2at CONT CONF PROJ DATA 3 Highlight and select the existing task Bike CL Press CONT F1 asks Stringline Q2at CONT NEW EDIT DEL MORE TEHP Staking the centre line Quick Start Tutorial Advanced Mode Description The General page On this page you define the point ID reflector height for TPS antenna height for GPS at which chainage your stake out should start which chainage increment should be used and stake offsets Enter a point ID Point ID CL001 Enter the reflector height Reflector Ht for TPS Enter the antenna height Antenna Ht for GPS Enter Def Chainage 0 000 The chainage for the first point you stake out is zero Enter Ch Increment 5 000 No increment is required i
49. of the slope a d Defined reference point offset Ref Offset RR12_022 e Reference peg The reference point offset guarantees that all pegs are placed with the same horizontal offset to the catch point 2 a Slope to stake out b Natural surface c Real catch point d Projected catch point e Approximate staked out catch point after three iterations f Defined reference point offset Ref Offset RR12 023 g Reference peg Step Description The first step when staking out is to find the catch point of the slope As the natural surface is unknown this has to be done iteratively As soon as the measured posi tion e is close enough to the real catch point c it may be used as the approxi mate catch point Based on this approximate catch point the projected catch point d on the slope is calculated No reference point offset Ref Offset and no traveller height Traveller Ht are taken into account for this step The projected catch point d is then used as a starting point for the stake out of the reference peg g The second step is to stake out the reference point relative to the projected catch point Values in RoadRunner Stake Slope Refpoint Stake page will guide you straight to the position to place the peg The defined reference point offset Ref Offset f is already taken into account The catch point is marked indirectly via the reference peg Values to be marked on the reference peg can be found
50. overview Road Stake Road Check Cc m RR12_046 a Relevant triangle of the DTM b Projected point on DTM Easting Northing DTM Ht Diff Flow Directn g Flow Ratio 0 aoo Description e A DTM check returns the height difference between the current height and the height the DTM at the measured position Required elements A DTM job is required Step 4 Measuring RoadRunner 133 Configuring RoadRunner 134 6 Configuring 6 1 Overview of all Configuration Settings Accessing the screens Press CONF F2 on the RoadRunner Begin screen or RoadRunner Setup screen or Press SHIFT CONF F2 on the Define page and on any page of the measurement screen Description The RoadRunner configurations are separated in three different groups Type Description System configuration General parameters For example angle and distance units Project configuration Project parameters For example the display format used for chainages Road configuration Road parameters For example the vertical exaggeration of cross section plots RR Configuration The option Tunnel Config is only available if the Tunnel program has been loaded for TPS The option Rail Config is only available if the Rail program of has been loaded Configuring 1 Project Confi 3 Tunnel Config 4 Rail Config CONT CONT F1 To access the highlighted configuration type Screen Descript
51. position to stake out All stake out methods share a common Stake page However the values shown differ being related to different elements for each stake out method Variations to the following definitions are indicated in the relevant chapters for each stake out method Depending on the Orientation and Guidance as selected in RR Road Configuration the appear ance of this page may vary Refer to Introduction for details of the main keys CH F4 To increase Def Chainage by the Ch Increment SHIFT CONF F2 To access configuration settings Refer to 6 Configuring SHIFT POSIT F4 To enable automatic instrument positioning Refer to 6 2 2 The Posit Page for TPS only 93 Step 4 Measuring RoadRunner 94 Road Stake Description SHIFT EXTRA F5 To access the Extras Menu Refer to 10 Working with the Extras Menu Field Description of Field Chainage or Ch Output The current chainage This field is inde pendent of the chosen Orientation and Guidance in RR Road Configuration CL Offset or CL O Output Perpendicular horizontal offset from the centre line This field is independent of the chosen Orientation and Guidance in RR Road Configura tion AChainage or ACh Output Difference between the defined chainage Def Chainage on the General page and the current chainage Chainage of the Stake page If no defined chainage exists e g if staking out random chainages or checking th
52. stringline the position is defined relative to Check Offset Check Ht Diff Chainage f CL Offset Strgl Offset Strgl Ht Diff Dao o Saat Wa wa e When staking points these are points that have been defined manually by chainage and offset relative to an existing 2D or 3D centre line or stringline RoadRunner 101 Step 4 Measuring RoadRunner 102 e When checking points these are points that have been defined manually by chainage and offset relative to an existing 2D or 3D centre line or stringline Required elements e For Method 2D a horizontal centre line is required e For Method 3D a 3D centre line is required 5 7 Graphical overview Description Step 4 Measuring Measuring Stringlines Relative to a Centre Line Road Stake Road Check l oa eee RR12_035 RR12_066 a Position to stake out b Stringline to stake out a Stringline to check c Centre line b Projected point on stringline d Def Chainage c Centre line e Chainage d Chainage f CL Offset e CL Offset g AChainage f CL Ht Diff h AOffset g Strgl Offset i AHeight h Strgl Ht Diff Stringlines define various elements including e Centre line of the design e Change in slope ratio for example the edge of a carriage way e Gutter cable pipeline or any other type of alignment element RoadRunner 103 Step 4 Measuring RoadRunner 104 e Refer to 11 3 Basic Elements for Road
53. tolerance of the position to stake out 0 001 to 10 Chainage Tol From Chainage tolerance of the position to stake out 0 001 to 10 Offset Tol From Offset tolerance of the position to stake out 0 001 to 10 Laser Defines when the red laser is turned on during the automatic search of the position Always off Visible red laser is turned off On at Point Visible red laser is turned on as soon as the point is found Always on Visible red laser is turned on during the whole search E The laser can also be permanently turned on by using the instrument settings Refer to the Technical Reference Manual for more information Configuring Field Option Description of Field Max Iteration From 2 Maximum number of iterations for the distance to 10 measurement before stopping Next step CONT F1 to accept the changes and continue RoadRunner 143 Configuring 6 3 6 3 1 Accessing the screens The General page RoadRunner 144 Configuration Settings for the Program Road Config The General Page Select Road Config on the RoadRunner Configuration screen and press CONT F1 Road Configuration X Reneral Cherk TnfngPlt I ngfile Orientation maT North Stake Mode Polar j Guidance Off 4 Work Corrid 200 000 nm Slope Method Reference reine Slope Expand YES Warning 4 Update Angle YES4 CONT F1 Gat To confirm the changes and move to the previou
54. two stringlines Refer to 11 3 Basic Elements for Road Stake and Check Measurements for information on the usage of slopes Description of manual slopes Description of design slopes When staking slopes the point of interest is the intersection of the defined slope with the natural surface catch point Refer to 11 7 Methods for Slope Staking for information on the slope staking methods supported by RoadRunner When checking slopes the slope check is independent of the Slope Method chosen in RoadRunner Road Configuration For this method the slope is defined manually relative to an existing centre line For this method a 3D representation of the slope is required RoadRunner 111 Step 4 Measuring Step 4 Measuring 5 10 2 Configuring the slope Entering the values Standard Mode RoadRunner 112 Defining the Slope Type Using no Slope Screen Step Description 1 Select Road Config 1 Project Config 3 Tunnel Config 4 Rail Config Press CONT F1 to continue to the next screen When no slope type is required set Slope Method None Road Configuration xl 2 General Check Info amp P1t Logfile Orientation to Alignment P Guidance Reference Point p Work Corrid Batter Rail n Slope Method Reference Batter gt Slope Expand YES Warning 4 Screen Description Define xl After setting Slope Method None the SLOPE F2 Layer Test Strings ke
55. 04 Auto Position 2D Measure This auto position method 2D Meas allows the instrument to aim at a 2D position As the natural surface height is unknown the correct position is calculated via iterations The first position b the instrument points to is defined by the 2D coordinates a of the point to stake out horizontal direction and the current vertical angle Therefore aim the instru ment at the approximate position of the point to stake out RoadRunner then compares the measured 2D position with the stake out position to deter mine a new position c to aim at As no information about the natural surface is available RoadRunner calculates a point at the same height as the measured position The new posi tion d is measured and compared again with the point to stake out a This iteration process runs until the tolerances defined for the stake out are reached a 2D position to stake out b First position measured defined by 2D coordi nates and current vertical angle c New position calculated based on height of b d Second position measured gt e New position calculated base on height of d The i eae measured position for this point is within the RR12_064 defined tolerance the correct position is found Depending on the settings chosen on RR Configuration Posit page the instrument will turn on the red laser as soon as the position is found Auto position SEERE step by step Step Description
56. 3 9 Using this Define page for a stake or check survey The Define Page for Layers For this method ensure that Method Layer is set in RoadRunner Setup Define X Layer Test Strings 4 Centre line Centreline Exp ondSip RTS CONT F1 To continue to the next screen SHIFT CONF F2 uzat To access the configuration settings CONT Refer to 6 Configuring Field Description of Field Layer Choicelist To select a layer in the active road job Centre line Output Active centre line of the selected layer Exp endSlp Choicelist Yes or No To expand the left most and right most end slopes of the design 3 10 The Define Page for Digital Terrain Models DTM Using this Define page For this method ensure that Method DTM is set in RoadRunner Setup for a check survey only pa fine applicable to check DTH Existing b Triangles 172 surveys CONT F1 To continue to the next screen SHIFT CONF F2 Gat To access the configuration settings CONT Refer to 6 Configuring Field Description of Field DTM Choicelist A list of all DTM surfaces available in the selected DTM job Triangles Output Number of triangles the selected DTM consists of Step 3 Working in Standard mode RoadRunner 37 Step 3 Working in Advanced mode RoadRunner 38 4 Step 3 Working in Advanced mode 4 1 An Overview of Tasks Accessing the screens Press CONT
57. 300 mm gravel general fill 30 mm asphalt 300 mm gravel RR12_061 The bike path changes from a fill to a cut Two different types of cross sections are used 13 2 Description Uploading the data Setting up the TPS Exercise 1a Setting Up and Getting Started e This exercise includes a short description of how to define a local coordinate system This tutorial can only give you a short overview about the settings you need It is recom mended to read the regarding chapters in the GPS TPS Technical Reference Manual e In this exercise only one way to define a local coordinate system is described If you are already familiar with your system you can choose your normal way of defining a local coordinate system e This exercise uses the tutorial data distributed with the SmartWorx DVD e Copy all data from GPS1200 or TPS1200 GPS1200 or TPS1200_SampleData Applica tions RoadRunner Tutorial Onboard Exercise1 to the CF card under DBX All parts of this task can be completed in the office Description 1 Set up in the upper left corner of your survey area 2 Turn on and press PROG Select RoadRunner 3 RoadRunner Begin Select Coord System Select Codelist RoadRunner Begin Xx Coord System lt None gt Codelist lt None gt Config Sot METTE Quick Start Tutorial Advanced Mode RoadRunner Select Config Set and Reflector Leica Cire
58. 305 0000 n Rotation 0 00000 Scale 73 4874 ppn Rot Orig X 7 0 0000 n Rot Orig Y 0 0000 a UZAT STORE SCALE You have created the new local coordinate system Tutorial CS for the tutorial The meas urement job Meas Job of a RoadRunner project defines which coordinate system is used by default To ensure that you are using the right coordinate system change the current coor dinate system of Job Tutorial Meas Refer to the GPS1200 Technical Reference Manual for information on changing coordinate systems of jobs 13 3 Description Uploading the data Creating a new project Quick Start Tutorial Advanced Mode Exercise 1b Creating the Project and Task and also Configuring In this exercise you will create a new project that contains the road data converted from the original CAD design data To make sure that the right configurations are used you will need to check them Then the first element to stake out the centre line of the bike path is selected Most of the time when working on a construction site it is not possible to finish a task in one go RoadRunner deals with this by remembering the tasks you have been working on The special shifts names and other settings of the task you have defined are stored and can be called up again This makes it also possible to prepare the tasks in the office where all the paper plans CAD drawings recent updates and a good cup of coffee are avail
59. 6 To switch between the CompactFlash card and internal memory as the active device SHIFT TIME NAME F5 To sort the list by time or name RoadRunner 211 Managing the Project RoadRunner 212 7 3 Selecting a Project by Resuming the Last Task Advanced Mode Description RoadRunner remembers the last active task used on the project When the application is resumed the last active task is remembered and can be accessed again This avoids the selection of project method and task to be staked out or checked every time after turning off the instrument Accessing the screens Press RESUM F4 on the RoadRunner Begin screen 7 4 Accessing the screens Description Create a project step by step Managing the Project Creating a New Project Press NEW F2 on the RoadRunner Projects screen Projects group the different kinds of jobs to give fast access and manage complex sites Step Description 1 Press NEW F2 in Projects Management 2 RR New Project General page Define the following e Name This field is mandatory e Description e Creator and e Device for the project Press PAGE F6 changes to the Jobs page RR New Project Jobs page Choose the following jobs to be used in the new project Fixpoint Job e Meas Job e Road Job and DTM Job It is possible to add or remove jobs to the project at a later stage Press STORE F1 to accept the
60. 71 EEXUAS anono ada a a O AE 249 io page eascun ona veetuydessteduvives igenteaseyeds 162 SEIGCU pianeti iaia aa iE a a i 66 Stake OUt ssiri iiaa naaa a aaa a 103 stringline 2nd CroSS SIOPG pdiini aaa a a 29 GOWN aea gena aaa aiaa 34 Individual stringline 0 0 0 eeeeeeeeeeeeeeeeeeeeeteeeeeeeeeaees 28 SOJIN E e R 26 SUMAC aeaa a a a AE A ENEG 273 DIM ononaria dvdvassdecvaunisnedederse 273 LAV OM ane ti iawstcedenwi S 274 Index T ASK iinr area eiaa Aa aa EAA AE AEREA 222 TiOG iaoea i g aaia aaa 270 Topher aian e t 270 Traveller imiinien ai 297 V Verge a tctitctettthiaitedntabidiMinrdedeiehielededsthiedidanietiibheestdlites 269 Vertical alignment secre 304 Vertical exaggeration cceecseeeeeeeeseeeeeeeeeeneeeeeeeeeaas 155 Ww Working COMIGOF sessie 147 X XSP naiirita iie ni naa atian iae aan aE 272 EXUWAS ad aa gee aia cic teeesiis 260 Format 0 22 cc ceeeeeeeeeceeceeecaecaeeeeeeeeeeeeeeeeeennnnaeeeeeeeeees 137 INTO PAGE cereun tenikan 174 SDCIG CU maisina aaa tend ania ae E aa EEEN 68 Stake OUL sini iiaia a R 108 Z LNG Zag nies eeoa a E E aa 44 82 RoadRunner 357 Total Quality Management Our commitment to total customer satisfaction 5 ot E Leica Geosystems AG Heerbrugg Switzerland has been i E certified as being equipped with a quality system which meets Os i QO IVI the International Standards of Quality Management and Quality Systems ISO standard 9001 and Environmental Management R
61. Align Configuring Screen Stake Indy Stringline lt Reneral Stake Tnfn Pint Una nage 149 401 0 CL Offset 2 765 n Strgl Task centreline Strgl Task centreline CL Ht Diff 0 019 m CL Height 418 314 nm Hgt End Align 418 991 n_ Ht EndVAlign 0 697 oy lat ALL DIST REC CH lt PAGE PAGE gt RoadRunner 173 Configuring RoadRunner 174 6 4 5 Info Page for X Slope Description This info page is used for the following working methods e Road Check X Slope e Road Stake X Slope Access step by step Step Description 1 Select Road Config in RR Configuration 2 Press PAGE F6 until the Info amp PIt page is active 3 RR Road Configuration Info amp PIt page Choose the Info Type to change e for Road Check Info Type Check X Slope e for Road Stake Out Info Type Stake X Slope 4 Press EDIT F3 to move to RR Define Info Display Modifying of the selected Info Type can now begin Available items ae RR12_044 lt a X slope to stake out e CL Offset k Right Offset b Right stringline of the X f CL Ht Diff Right Ht Diff slope Right Name g X Slp Offset m Slope Ratio c Left stringline of the X slope h X Slp Ht Diff n Width Left Name i Left Offset o Square Off d Centre line j Left Ht Diff All fields from RR Stake X Slope Stake page are available for the Info page Field Option Description of
62. BACK 13 Select Stake Mode 3D as you are also interested Line N TUTORTAL in the height of the centre line Seka Wade ET Select Use Min Max No as you want to use the use ninstax No whole length of the centre line Press FINSH F1 to confirm the changes end the Selection Wizard and create the new task The new task you have created is stored with all Frust DEFLT BACK the defined settings as part of the project To run the stake out it is only necessary to call up the task again 14 You are now ready to stake the bike path centre SETSSSuSTTHTS line General Stake Info Plot n i i Point ID 100 Reflector Ht 1 234 n Def Chainage 0 000 m Ch Increment 5 000 nm Checking Changing the Configurations define how the application appears and how it behaves The configurations configurations are separated in two groups e Project configurations they are common for the whole project For example how chain ages are displayed e Road configurations they are road specific For example the working corridor left and right of the alignment All configurations can be stored in configuration sets Description 15 Press SHIFT CONF F2 to access Configuration Stake Stringline General Stake Info Plot a Point ID Reflector Ht 1 234 n Def Chainage 0 000 nm Ch Increment 5 000 a 16 Choose Road Config 4 Project Config 3 Tunnel Config 4 Rail Conf
63. Chainage 9 200 m 6 Stake out all points and tangent points along the centre line until the last chainage by repeating steps 6 to 8 Quick Start Tutorial Advanced Mode RoadRunner 333 Quick Start Tutorial Advanced Mode RoadRunner 334 13 5 Description Preparation Uploading the data Selecting the project and the task Exercise 3 Staking Out Slopes e In this exercise the slopes for the cut and fills of the bike path should be marked The catch point intersection between natural surface and design slope should be staked out and marked e Torun this exercise you need an open space of about 30 x 30 m 10 pegs and a tape e This exercise uses the tutorial data distributed with the SmartWorx DVD e Copy all data from GPS1200 or TPS1200 GPS1200 or TPS1200_SampleData Applica tions RoadRunner Tutorial Onboard Exercise3 to the CF card under DBX e If you continue from Exercise 1 you can use RR_Exercise_1 as well Description Option 1 Continuing from Exercise 1 1 Access RoadRunner Setup In Exercise 1 a task was created for the stringline In Exercise 3 you will create a task for the slope 2 Select Application RR Road Application Select Stake Check Stake Stake Check Hethod Select Method Slope Hode Project pa Select Mode Advanced Fixpoint Job Tutorial Points Heas Job Tutorial Meas Ensure Project RR_Exercise_1 is selected Road Job
64. Configuring RoadRunner To configure the warning handling for slope stake out This allows the workflow of slope stake out to be optimised Three methods are available YES Warning The slope is expanded beyond and above or below the hinge point A warning is shown as soon as leaving the defined area 147 Configuring RoadRunner 148 Field Description of Field YES The slope is expanded beyond and above or below the hinge point No warning is when leaving the defined area NO The slope is not expanded beyond and above or below the hinge point Update Angle TPS TPS YES Angles are updated with telescope movement after a distance was measured NO Angles and stake out values are updated after a distance measurement All values are then frozen until the next distance is taken When Automation LOCK is selected and the instrument is locked onto a target the angular values do not change Offset Direc Perp to Align The offset angle is handled perpendicular to the alignment Configuring Field Description of Field Angle to Align The offset angle is handled in relation to the tangent direction of the segment at the defined chainage in clockwise direction This option is taken into account for stakeout check methods e Stringline e Indiv Stringline e Manual Slope Next step PAGE F6 changes to the Check pag
65. Define allows parameters relevant to the task to be defined RR Selection Wizard Define varies for each of the following elements Stringlines and centre lines e X slopes and road crowns e Slopes e Layers RR Selection Wizard Define does not exists for DTM s The screen is accessed as part of the selection wizard Line Name a Centreline Stake Hode 3D gt NEXT F1 Uio Hin Haz To move to the next screen of the selection in ainage m Hax Gha nago 285 746 n DEFLT F5 To reset the Min Chainage and Max Chainage to the start end chainage of the layer centre line zaf BACK F6 FINSH DEFLT BACK To move back to the previous screen of the wizard Field Option Description of Field Line Name Output The name of the selected stringline Stake Mode The stake out mode used for the selected object 3D Full 3D stake out or check of the selected object Step 3 Working in Advanced mode RoadRunner 51 Step 3 Working in Advanced mode RoadRunner 52 Field Option Description of Field 2D Stake out or check of the selected object in position only Use Min Max Yes or No Define a maximum and minimum working chainage Refer to 4 12 Chainage Range for more information Min Chainage User input Minimum chainage of the chainage range Refer to 4 12 Chainage Range for more informa tion Max Chainage User input Maximum chainage of the chainage range Refer to 4 12
66. EAR To select lt None gt for the Height and the Info Layer Working with the Extras Menu RoadRunner 241 Working with the Extras Menu Description of fields RoadRunner 242 Field Option Description DTM Name Output DTM from active DTM job Height Layer Choicelist lt None gt Layer of the DTM to be used as a height reference When selecting a DTM layer the relevant triangle of the DTM is shown on the Plot page Refer to Graph ical display of current DTM element in cross section plot No DTM heights are applied for stake out or check Select this option to deactivate the function Info Layer Choicelist lt None gt Layer of the DTM to be used as a height reference When selecting a DTM layer the relevant triangle of the DTM is shown on the Plot page Refer to Graph ical display of current DTM element in cross section plot The information lines DTM 2 Ht Diff DTM 2 Height and DTM 2 Name are automatically added to the end of the Info page No additional lines are shown on the Info page Select this option to deactivate the function Graphical display of When selecting an Info layer the relevant triangle of the DTM is shown on the Plot page current DTM elementin perescrereyerrs x cross section plot General Stake Tnfn Pint Ch 149 402 2 795 10 177 Pam ee rA s at ALL DIST REC CH lt PAGE PAGE gt Working with t
67. Ht MEAT Place your pole in one of the corners of the area you will use for the tutorial example Position is lsd PP Obs 1 also marked in the drawing GDOP ET STORE NEAR H_PNT PAGE Press OCUPY F1 STOP F1 and STORE F1 to measure and store the point Description Step 3 Choose Common Point Select WGS84 Point WGS84 Select Known Point Setup The coordinates of this point are East 305 North 475 Height 418 Step 3 Choose Common Point xX Hatch Type Pos amp Height p WGS84 Point WGS84 gt Known Point p Press CONT F1 to continue UZAT CONT SURVY Step 4 Determine Rotation Step 4 Determine Rotation Hethod User Entered Select Method User Entered Enter the rotation Rotation for your test area Press CONT F1 to continue Rotation A000 00 UZAT CONT INV Step 5 Determine Scale Select Method User Entered The Scale should be close to 1 000 Press CONT F1 to continue Step 5 Determine Scale Hethod User Entered p Scale URE EEEFI EE Reduced to Ellipsoid Q2A T CONT PPM Quick Start Tutorial Advanced Mode RoadRunner 317 Quick Start Tutorial Advanced Mode RoadRunner 318 Description 10 Step 6 Store Coord System Step 6 Store Coord System x N Name Tutorial CS Press STORE F1 to confirm the newly created Shift ax 475 0000 n coordinate system Shift dY
68. ID Enter the reflector height Reflector Ht for TPS Enter the antenna height Antenna Ht for GPS If the points to pick up are on a certain chainage you would rather work with the stake out of layers which lets you define a chainage Press PAGE F6 to move to the Plot page Check Layer Xx Reneral Tnfa PInt S Point ID 100 Reflector Ht 1 600 Check Ht Diff 0 000 a Q2at ALL DIST REC lt PAGE PAGE gt RoadRunner 345 Quick Start Tutorial Advanced Mode RoadRunner 346 Description The Plot page This page shows the measured position in relation to the cross section at the current chainage Press DIST F2 to populate the Plot page with the values for the current measured position Bring the values AChainage and AOffset as close to zero as required Mark the position of the catch point Press PAGE F6 to move to the Info page Check Layer Xx PintL oS i Ch 0 291 140 14114 a vey at ALL DIST REC lt PAGE PAGE gt The Info page In addition to the values displayed on the Info page you are interested in the grade of the centre line As the Info page is user defineable you will simply add it to the already displayed item Press SHIFT CONF F2 to access Configuration Check Layer xX Tnfa e Layer Task Layer Cut Fill Chainage 0 290 nm CL Offsct 3 774 n Layer Ht Diff 0 113 n at ALL DIST REC lt PAGE PAGE gt Choo
69. IT F3 to move to RR Define Info Display Modifying of the selected Info Type can now begin Available items Configuring RR12_047 a b Centre line CL Offset CL Ht Diff Slope Offset Layer Ht Diff a ER SN E Relevant part of the layer Z2 Tea z Right Name m Width Right Offset n Slope Ratio or X Slope Right Ht Diff Ratio Left Name o Square Off Left Offset Left Ht Diff All fields from RR Stake Layer Stake page are available for the Info page Field Option Description of Field Layer Task Output Name defined for the layer task Layer Name Output Name of the layer to check Chainage Output Chainage of the current measured position RoadRunner 195 Configuring RoadRunner 196 Field Option Description of Field AChainage Output Difference between the defined chainage def Chainage on the General page and the current chainage Chainage shown on the Stake page K Ifno defined chainage exists e g if staking out random chainages or checking this field reads AChainage def Chainage Output Chainage to stake out Layer Offset Output Horizontal offset from the layer Surface between the left line Left Line and the right line Right Line Layer Ht Diff Output Height difference to the layer AHeight Output Height difference to the layer Left Name Output Name of the stringline next to th
70. Leica RoadRunner Technical Reference Manual Version 6 1 English when it has to be right eca Geosystems Introduction RoadRunner 2 Introduction Purchase S Product identification Symbols Trademarks Validity of this manual Congratulations on the purchase of a RoadRunner application To use the product in a permitted manner please refer to the detailed safety directions in the User Manual The type and the serial number of your product are indicated on the type plate Enter the type and serial number in your manual and always refer to this information when you need to contact your agency or Leica Geosystems authorized service workshop Type Serial No The symbols used in this manual have the following meanings Type Description a Important paragraphs which must be adhered to in practice as they enable the product to be used in a technically correct and efficient manner e Windows and Windows CE are a registered trademark of Microsoft Corporation e CompactFlash and CF are trademarks of SanDisk Corporation e Bluetooth is a registered trademark of Bluetooth SIG Inc All other trademarks are the property of their respective owners This manual can apply to GPS900 GPS1200 all RX1250 controllers and TPS1200 The following main softkeys refer to GPS900 GPS1200 and RX1250 in GPS mode Introduction They have the same functions in all manuals referring to GP
71. Name Tutorial_Log Select Format File RR_Log Variables defined in the chosen format file are written to the log file Press CONT F1 to continue Road Configuration Tnfn amp P1t Write Logfile Tutorial Log RR_Log FRT 4 File Name Format File corr Description 21 Allchanges are applied to the configuration set you have chosen before and stored with it This means the next time you select the configuration set RoadRunner appears in the way you have defined it You are ready to stake the bike path centre line Stake Stringline Reneral Stake Tnfo Piot i i Point ID Reflector Ht 1 234 m Def Chainage 0 000 n Ch Increment 5 000 n Stake Offset 0 000 w Stake Ht Diff 0 000 n Q2at ALL DIST REC CH lt PAGE PAGE gt Quick Start Tutorial Advanced Mode RoadRunner 327 Quick Start Tutorial Advanced Mode RoadRunner 328 13 4 Description Preparation Uploading the data Exercise 2 Staking the Centre Line Hz 100 000gon 90 00 00 Pegs to place every 5 m and on every start end point of a segment RR12_059 tangent point e In this exercise you will stake out the centre line of the bike path defined as a task Bike_CL in the previous exercise For the centre line a peg every 5 m and one at every start and endpoint of an element the tangent points should be placed e Torun this exercise you need an open
72. Off 3 5000 nm CONT F1 def Hng He 9 1600 gt To accept changes and move to the next screen Slope Type Cut Right p depending on the settings for slope staking Slope Ratio 2 1hv CONF F2 aT To configure the RoadRunner application program CONT CONF Accesses RR Configuration Description of fields Field Option Description Ref Line Output The centre line the slope is defined relative to Field Option Description Hinge Type Choicelist The vertical offset type for the hinge point Relative Define the hinge point by the height difference rela tive to the selected reference line Ref Line Absolute Define the hinge point using its absolute height Relative Absolute Hinge Point Hinge Point Slope Slope RR12_039 Hold Hinge The hinge point of the slope stays fixed at the defined stringline def Hng Off User input The horizontal offset of the hinge point from the centre line reference line def Hng HtD User input The height difference of the hinge point from the centre line reference line This field is visible if Hinge Type Relative def Hng Elev User input The absolute height of the hinge point This field is visible if Hinge Type Absolute RoadRunner 265 Working with the Extras Menu Working with the Extras Menu RoadRunner 266 Field Option Description Slope Type Choicelist Differentiates if the defined slope is a cut fill and left right Hinge Point Left cut
73. PAGE 2b Selecting a stringline 2 stringline from the Plot page lt F2 To change to the previous object gt F3 To change to the following object ZOOM F4 To zoom in at the highlighted object ZOOM F5 To zoom out from the highlighted object Screen Step Description SHIFT FIT F3 To view the whole X section SHIFT INIT F5 To force a re calculation of all values Step 3 Working in Standard mode RoadRunner 25 Step 3 Working in Standard mode RoadRunner 26 3 3 Using this Define page for a stake or check survey The Define Page for Stringlines For this method ensure that Method Stringline is set in RoadRunner Setup Define X Layer Test Strings Def Chainage KELER n Line Centreline 4 2nd Line lt Nonc gt 4 Use Zig zag No 4 CONT F1 To continue to the next screen SHIFT CONF F2 To access the configuration settings CONT Refer to 6 Configuring Field Description of Field Layer Choicelist To select a layer in the active road job Def Chainage for Stake User Input To define a chainage for the Chainage for Check stake check survey The chainage can range between the start chainage and the end chainage Line Choicelist To select a stringline 2 Line Choicelist To select a 2 stringline It allows to obtain chainage offset and height difference to any other string of the layer independen
74. Page for Manual Slopes For this method ensure that Method Manual Slope is set in RoadRunner Setup Define X Layer Test Strings Def Chainage 200 000M Hng Reference Centre nd CONT F1 ningo Typo Rotativo To continue to the next screen e ni m Def Hng HtD 0 000 n SLOPE F2 Slope Type Cut Right To define the slope parameters Slope Ratio 2 1hv SHIFT CONF F2 uzat To access the configuration settings CONT SLOPE Refer to 6 Configuring Field Description of Field Layer Choicelist To select a layer in the active road job Def Chainage for Stake Chainage for Check User Input The values are limited to the start chainage and end chainage Hng Reference Choicelist To select the hinge point of the slope Hinge Type Choicelist Relative or Absolute To select the vertical offset type for the hinge point Def Hng Off User Input The horizontal offset of the hinge point from the centre line reference line Def Hng HtD User Input The height difference of the hinge point from the centre line reference line This field is visible if Hinge Type Relative RoadRunner 31 Step 3 Working in Standard mode RoadRunner 32 Field Description of Field Def Hng Elev User Input The elevation of the hinge point abso lute height This field is visible if Hinge Type Absolute Slope Type Choicelist Cut Right Left or Fill Right Left Differen
75. Prism p Add Constant 0 0 Select Reflector aaa m at Press SETUP F3 CONT CONF SETUP RESUN esys 313 Quick Start Tutorial Advanced Mode RoadRunner 314 Description 4 Station Setup Station Setup 3 Hethod Set Azimuth Select Method Set Azimuth Station Coord Frm Fixpoint Job p Select Station Coord Frm Fixpoint Job hal te Setup t Select Station ID Setup Fixpoint Job Tutorial Points 4 The coordinates of this point are East 305 North 475 Height 418 Computd Scale URALLA LINL CONT SCALE PPH Enter the instrument height Instrument Ht Select Fixpoint Job Tutorial Points Press CONT F1 to continue 5 Set Stn amp Ori Set Azimuth Set Stn amp Ori Set Azimuth x Setup Enter Backsight ID Start Backsight ID Start Reflector Ht 1 600 nm Enter the reflector height Reflector Ht Aim at point and enter Azimuth Enter Azimuth 100 0000 if working with gon oe eae BET T a Enter Azimuth 90 if working with degrees Aim the instrument in the direction of the start point SET DIST Az 0 FREE PAGE of the tutorial alignment Press SET F1 6 Press OK F4 to complete the setup Coord System lt None gt Codelist lt None gt d gt Confin Set PSR Setting up the GPS Description Define a local coordinate system by using a one step transformation Before you start with the definition of the new coor dinate
76. REC CH lt PAGE PAGE gt The graphical selection is identical to the workflow used in the Selection Wizard with the original element highlighted in grey The expanded element and the shifted reference line marked with a cross are shown in the Plot page The AOffset and AHeight values displayed on the Stake page guide you to the new shifted position In RR Reference Shift a shift for the reference surface can also be applied by using Shift Value This value can either be perpendicular to the reference surface or along the plumb line depending on the selected Shift Mode Stake X Slope Xx General Stake Tnfn Pint Ch 149 259 4 243 10 158 nan The screen shows the previous X Slope with the 10cm N gravel layer and the reference surface shifted by 15cm aT by applying with Shift Mode Plumbline a Shift Value ALL DIST REC _CH lt PAGE PAGE gt 0 150m on the RR Reference Shift screen Graphic a Reference Surface b Shifted Reference Point p c Original X Slope RR12_086 d Shifted X Slope Working with the Extras Menu RoadRunner 247 Working with the Extras Menu Common Extras Reinitialise Search 10 4 Description Availability Example RoadRunner 248 When staking or checking complex road designs it can happen that the actual position is not projected to the desired segment of the alignment The Reinitialise Search forces a re projection of the actual position This menu f
77. Right cut Left fill Right fill RR12_079 Slope Ratio User input Defines the ratio of the slope The format of Slope Ratio depends on the settings chosen in RR Project Configuration for Slope Format Working with the Extras Menu RoadRunner 267 Understanding Stake and Check Basics RoadRunner 268 11 Understanding Stake and Check Basics 11 1 Overview General In order to make the chapters on staking and checking road alignments easier to understand the basics are introduced in this chapter Please be aware that the terminology or workflow used on different construction sites may vary from the one used in this manual however basic principles remain the same 11 2 Technical terms Basic Terms g RR12_001 h Cut situation Fill situation Centre line Natural surface Hinge point Catch point Carriage way Shoulder Slope Top Toe wow re wa Po TODD aANQNTDA ae xa o Technical term Description Carriage way The part of the road on which you drive once the road is finished Shoulder or Verge Often located next to the carriage way usually with a slightly higher slope ratio than the carriage way Slope Located next to the verge and can be thought of as linking the road level with the natural surface The ratio of the slope is greater than the ratio of the verge A slope starts at the hinge point Natural surface or original ground This is the
78. S900 GPS1200 RX1250 18 10 t 7 aE Hat kl amp ag Stake Indy Stringline feneral Stake Tnfn PInt Point ID 100 Antenna Ht A 2 0000 nm Def Chainage MEAT Ch Increment 0 0000 nm Stake Offset 0 0000 w Stake Ht Diff 0 0000 nm Q2at ocuPY CH lt PAGE PAGE gt Softkey Description of Softkey OCUPY F1 To start measuring the point being staked The position mode icon changes to the static icon F1 changes to STOP The difference between the current position and the point being staked is still displayed STOP F1 To end measuring the point being staked When Auto STOP Yes in CONFIGURE Point Occupation Settings recording of positions ends automatically as defined by the stop criteria The position mode icon changes to the moving icon F1 changes to STORE After ending the measurements the differences between the measured point and the point to be staked are displayed STORE F1 To store the measured point When Auto STORE Yes in CONFIGURE Point Occupation Settings the measured point is stored automatically F1 changes to OCUPY RoadRunner 3 Introduction RoadRunner 4 Softkey Description of Softkey SHIFT CONEC F3 To dial the number of the reference station configured in and the active configuration set and to hang up immediately SHIFT DISCO F3 after the survey is completed Available for OCUPY F1 or STORE F1 being displayed and for real time devices o
79. Screen Selection Wizard Start is the first screen accessed by the selection wizard The screen is accessed as part of the selection wizard Selection Wizard Start Task Type Stringline Task Name Stringline1 Use Zig zag No 4 Shift Horizt1 None J Shift Verticl None lt Uzat NEXT F1 NEXT To move to the next screen of the selection Field Option Description of Field Task Type The task type to select Options will vary depending upon from which stake out check method the selection wizard is accessed Centreline Selection of a stringline to be used as centre line Stringline Selection of a stringline part of a layer with defined Step 3 Working in Advanced mode Indiv Stringline Slope Manual Slope RoadRunner centreline Selection of a stringline within a layer independent if a centreline is defined Selection of a slope Selection of the centre line for a manual slope 43 Step 3 Working in Advanced mode RoadRunner 44 Field Option Description of Field X Slope Selection of a X slope Crown Selection of a road crown Layer Selection of a design layer DTM Selection of a DTM TIN surface CS The list of stake out and check methods is not identical with the available task types For example Stringline uses centreline and stringline Task Name User input The name of the task to be stored Use Zig zag Yes or No The zig zag mode is used to stake out points on the
80. Stake and Check Measurements for information on the usage of stringlines Required elements e For Method 2D at least a 2D stringline and a 2D centre line are required e For Method 3D a 3D stringline and a 3D centre line are required 5 8 Graphical overview Description Step 4 Measuring Measuring Individual Stringlines without Centre Lines Road Stake Road Check Stake Out of Roundabout a Position to stake out b Stringline to stake out Checking a Roundabout c Centre line of the layer is not used for the a Stringline to check individual stringline b Chainage d Chainage c Centreline of the layer is not used for the e AChainage individual stringline f AOffset d Strgl Offset g AHeight e Strgl Ht Diff Different to stringlines where the stake check is always relative to the centre line defined for the layer individual stringlines have no longer a relation to an overall centre line Individual RoadRunner 105 Step 4 Measuring Required elements Indefinite triangle RoadRunner 106 stringlines are used to check roundabouts parking bays subdivision works and any other type of lines The different stringlines to stake check can be stored within one layer which does not require a defined centre line This is different to the stake check of any other type which always require a centre line A 2D or 3D design of the line to stake check is required Description In almost all situati
81. TM layer has been selected for display The page shows the DTM and the centre line of the alignment always in plan view At the top of the page chainage DTM height and AHeight are shown zoom in zoom out Stake Stringline x Pint ACh 0 532 2 725 10 104 ki At ALL DIST REC CH lt PAGE PAGE gt Stake String line Plott ACh 0 526 0 163 0 176 t e AT ALL DIST REC CH lt PAGE PAGE gt Refer to Introduction for details of the main keys CH F4 only available for Road Stake To increase Def Chainage by the Ch Increment SHIFT CONF F2 To access configuration settings Refer to 6 Configuring SHIFT FIT F3 To fit all data into the screen area SHIFT CENTR F4 To centre the plot at the selected element SHIFT EXTRA F5 To access the Extras Menu Refer to 10 Working with the Extras Menu 5 6 Graphical overview Description Step 4 Measuring Measuring Points by Chainage and Offset Road Stake F y 3 d A RR12_034 a Sar a Position to stake out defined by chainage stake offset and optionally stake height difference b Centre line stringline the position is defined relative to c Stake Offset d Stake Ht Diff e Chainage f CL Offset g AChainage h AOffset i AHeight Road Check RR12_080 ae Position to check defined by check offset and optionally check height difference Centre line
82. The General page Enter a point ID Point ID Enter the reflector height Reflector Ht for TPS Enter the antenna height Antenna Ht for GPS Enter Def Chainage 0 000 Enter Ch Increment 5 000 Leave Stake Offset and Stake Ht Diff at 0 Press PAGE F6 to move to the Plot page Stake Slope Reneral Stake Tnfo PInt Point ID 100 Reflector Ht 1 600 nm Def Chainage 0 000 n Ch Increment 1 500 n Stake Offset 0 000m Stake Ht Diff Manual Height 8 n Q2at ALL DIST REC CH lt PAGE PAGE gt The Plot page This page shows the measured position in relation to the cross section at the current chainage Press DIST F2 to populate the Plot page with the values for the current measured position Bring the values AChainage and AOffset as close to zero as required Mark the position of the catch point Press PAGE F6 to move to the Info page Stake Slope Xx Pint ACh 0 294 0 227 40 204 gt oe a ALL DIST REC CH lt PAGE PAGE gt 5 Description 3 The Info page Stake Slope x 5 iReneral Stake Tnfn PInt This page shows all the information tobe lefton the Stepe Task Fill Left for th wh tuall il r bik th Chainage 0 290 n peg for the guys who actually build your bike pa beget ete This page is user defineable So if you are used to Square Offset 0 101 a Slope Ratio 2 1hv seeing the displayed values in a different
83. There are two types of surfaces supported that represent a three dimensional design e DTM TIN Digital Terrain Model Triangular Irregular Network e Layer A DTM consists of a number of 3D triangles DTM s do not include information relating the DTM to a centre line Positions are defined by easting nothing and height value a Height difference DTM Ht Diff from the triangle of the DTM found in the same vertical as the measured point b Easting of coordinate system RR12_006 c Northing of the coordinate system Understanding Stake and Check Basics RoadRunner 273 Understanding Stake and Check Basics RoadRunner 274 A layer is a combination of stringlines that form a 3D surface relative to a centre line Thus it is possible to define points by chainage or station offset and height Refer to 8 2 Working with the Design Data Stringlines and Layers for more information a Chainage or station b Layer Offset c Layer height difference Layer Ht Diff 11 4 11 4 1 Description er Horizontal and vertical shifts Shifts Overview When working on site it is often the case that design data does not match the measured data For example an existing road surface that should intersect with the design surface may be 15 cm higher than the plans indicate To guarantee a smooth intersection this difference has to be distributed over the remaining 100 m of paving To handle these situations Road Runner allo
84. To confirm the changes and move to the previous CONT PAGE screen Field Option Description of Field Write Logfile Yes or No Activates the generation of a logfile using the selected Format File and the storage of measured points The logfile is generated when the application program is exited File Name User input Available for Write Logfile Yes The name of the file to which the data should be written A logfile has the extension log and is stored in the DATA direc tory of the active memory device The data is always appended to the file Opening the choicelist accesses XX Logfiles where a name for a new logfile can be created and an existing logfile can be selected or deleted Configuring Field Option Description of Field Format File Choicelist Available for Write Logfile Yes A format file defines which and how data is written to a logfile Format files are created using LGO A format file must first be transferred from the CompactFlash card to the System RAM before it can be selected Refer to the Technical Reference Manual for infor mation on how to transfer a format file Opening the choicelist accesses MANAGE Format Files where an existing format file can be selected or deleted Next step CONT F1 to accept the changes and continue RoadRunner 157 Configuring 6 4 6 4 1 Description ee Info pages RoadRunner 158 Road Stake Out Inf
85. Tutorial Road DTN Job A lt None gt Press CONT F1 to access Task Management Q2at CONT CONF PROJ DATA Description Option 1 Continuing from Exercise 1 3 Press NEW F2 to start the Selection Wizard The selection wizard guides you through the selec tion of the new task The new task is created when you reach the last screen of the Selection Wizard and end it with FINSH F1 Q2a T CONT NEW EDIT DEL MORE TEHP 4 Select Task Name Fill Left Select Shift Horiztl None Select Shift Verticl None Selection Wizard Start Task Type Slope db Task Name Fill Left Quick Start Tutorial Advanced Mode RoadRunner Press NEXT F1 to continue Shift Horizt1 Nono Shift Verticl None 4 uzat NEXT 5 Select Layer Initial Cut Fill Selection Wizard View x Layer B Initial Cut Fi11 00 Select Select View Cross Section Select View Cross Section 4 Select Plot Chainage 0 000 Plot Chainage 0 000 n Press NEXT F1 to continue at NEXT DEFLT BACK 335 Quick Start Tutorial Advanced Mode RoadRunner 336 Description Option 1 Continuing from Exercise 1 6 Select Left Strin Left Slope Left Strin Left Slope Select Right Strin Left Hinge Right Strin Left Hinge Select this line by using the F2 and F3 keys Press NEXT F1 to continue NEXT lt gt ZOON Z00H BACK 7
86. able This exercise uses the tutorial data distributed with the SmartWorx DVD Copy all data from GPS1200 or TPS1200 GPS1200 or TPS1200_SampleData Applica tions RoadRunner Tutorial Onboard Exercise1 to the CF card under DBX All parts of this task can be completed in the office Description Press CONT F1 to access RoadRunner Setup these steps continue from Exercise 1a 2 Highlight and open the choicelist for Project RoadRunner Setup Application Stake Check Nethod Hode Project Fixpoint Job Default Heas Job Default RR Road 4 RoadRunner 319 Quick Start Tutorial Advanced Mode RoadRunner 320 Description 3 Press NEW F2 When creating a project RoadRunner lets you group the jobs the fixpoint job the measurement job the road job and the DTM job to give you faster access 4 The General page Enter Project Name RR_Exercise_1 RR_Exercise 1 Enter a description optional Description Poe eee ral Enter a name optional Creator and Creator S Devi CF Cardd Select the storage device Device CF Card ee ara i Press PAGE F6 to move to the Jobs page STORE PAGE 5 The Jobs page eared Highlight and open the choicelist for Fixpoint Job Fixpoint Job Tutorial Points P A R Heas Job lt Tutorial Heas 4f Highlight and select the job Tutorial Points Hoad Joh TIITA TTT PE ES f In a fi
87. adRunner 146 Field Description of Field Stake Mode Selects the stake out method Defines the displayed type for the point to stake out Polar The angular difference from the orientation direc tion the horizontal distance and the cut fill is displayed Orthogonal The distance forwards backwards and right left to the point and the cut fill is displayed Chain amp Offset Difference in chainage and offset to the stake out position Only available for Orientate To Align ment Guidance Off Turns off the bulls eye view on all stake out screens Arrows Height differences are shown using arrows up and down Horizontal differences are represented with arrows left and right Graphics Bulls eye view is turned on for all stake out screens Field Description of Field Arrows amp Graphics Horizontal and height differences are shown using arrows up down and left right The bulls eye view on all stake out screens is turned on Work Corrid User Input Valid offset range defined by the working corridor left and right of the centre line Refer to 11 9 Working Corridor for more information on the working corridor Slope Method None Reference Point Ref Point Surf Batter Rail or Reference Batter Selects the working method used for slope staking Refer to 11 7 Methods for Slope Staking for infor mation on the different methods of slope staking Slope Expand
88. al Advanced Mode RoadRunner 343 Quick Start Tutorial Advanced Mode RoadRunner 344 Description Option 1 Continuing with Exercise 1 7 Select Exp endSlp Yes Centre line TUTORIAL Select Use Min Max No Press FINSH F1 to confirm the changes end the Exp endSip RTS Selection Wizard and create the new task rei ad esl No stl The new task you have created is stored with all the defined settings as part of the project To run the stake out it is only necessary to call up the task FINSH DEFLT BACK again Description Option 2 Starting with Exercise 4 1 Press CONT F1 to access RoadRunner Setup these steps continue from Exercise 1a 2 Select Application RR Road RoadRunner Setup Application Select Stake Check Check Stake Check Hethod Select Method Layer Hodo Project Select Mode Advanced Fixpoint Job Tutorial Points Heas Job Tutorial Neas Ensure Project RR_Exercise_4 is selected Road Job Tutorial Road z DTN Job lt None gt Q2at CONT CONF PROJ DATA Press CONT F1 to access Task Management Checking the layer Quick Start Tutorial Advanced Mode Description Option 2 Starting with Exercise 4 Highlight and select the task Layer Cut Fill Press CONT F1 Q2at CONT NEW EDIT DEL NORE TEHP Description The General page Enter the point ID Point
89. ard Start x Task Type String 1ine p Enter Task Name Bike CL Task Name Bike CL Select Use Zig Zag No Use Zig zag No lt b Select Shift Horiztl None Shift Horizt1 none Shift Verticl None 4 Select Shift Verticl None A uzat Press NEXT F1 to continue NEXT 11 Select Layer Initial Cut Fill RoadRunner can Selection Wizard View Layer Initial Cut Fi11 4b store different layers of a road This makes it possible to store for example the final surface of Select View BEO TERTASETI the pavement as well as the surface for the first cut P Steines ves or fill The centre line you stake out is shown on all layers Select Select View Cross Section as you will uzat NEXT DEFLT BACK select the centre line of the bike path in a cross section view of the design The Plot Chainage for the cross section is by default the start chainage of your alignment Press NEXT F1 to continue Quick Start Tutorial Advanced Mode RoadRunner 323 Quick Start Tutorial Advanced Mode RoadRunner 324 Description 12 Select Line Name TUTORIAL Select this line by using the F2 and F3 keys The stringline name e Mame bata is the name defined during the conversion in z LEICA Geo Office or the name of the stringline fo N f Z SS from the design package WA S Press NEXT F1 to continue A uzat NEXT lt gt Z00H Z00H
90. b RoadRunner 226 8 6 Working with a DTM Job Accessing the screens Highlight the DTM Job on the New Project or Edit Project Jobs page and press ENTER Description A DTM job Digital Terrain Model may consist of multiple DTM layers or surfaces These DTM layers may cover either different locations be on top of each other or even intersect each other Refer to 11 3 Basic Elements for Road Stake and Check Measurements for more information on DTM jobs in projects DTM jobs consist like road jobs of two major parts Type Description Design part Contains all the information of the different triangle representing the various DTM layers Work task part Defines how the DTM represented in the design part should be used in the field For example which vertical shift should be added to the defined DTM surface Tasks are stored as a part of the project Ss DTM s are used in the RoadRunner check method DTM RR DTH Job CF Card CONT F1 DTM Jobs Device To select the highlighted DTM job and continue DTH KER LAYER F3 To view the DTM layers of the highlighted DTM job DEL F4 To delete the highlighted DTM job CFCRD F6 or INTL F6 uzat To switch between the CompactFlash card and the CONT LAYER DEL INTL internal memory as the active device lt None gt Managing the Road Job RoadRunner 227 Viewing and Editing the Design Data RoadRunner 228 e Viewing and Editing the Design Data
91. ced Mode RoadRunner 352 Description Option 1 Continuing with Exercise 1 8 The vertical shift should start at chainage 0 000 with 15cm and should change back to the original Sei eha hege sian ose design shift 0 at chainage 15 000 Beg Shift MEA End Chainage 32 399 n Select Before After Parallel End Shift 0 000 n Press FINSH F1 to confirm the changes end the Before After Parallel y Selection Wizard and create the new task The new task you have created is stored with all FINSH BACK the defined settings as part of the project To run the stake out it is only necessary to call up the task again 9 The stake out for X slopes works the same way as for slopes and stringlines Move left and right of the centreline to see that the stringline you are staking out relative to changes depends on the side of the centreline you are On the Plot page the position you are staking out relative to is always marked by a cross Quick Start Tutorial Advanced Mode RoadRunner 353 Index RoadRunner Numerics 2nd stringline CROSS SIOPO gt ic ctsssadisadaassatnadinasdeadsedehvaaedsdivandiadicesevatade 29 CROWD ssc deddescnaas cecssuusacvancecsadesteccanagecanundea dened eostecedeannnde 34 Individual stringline 0 0 0 ec eeeeeeeeeeeeeeeeeeteeeeeeeeaees 28 Sae NING a E E E E E 26 A Auto position 0 cc cecececeeeecececeeeeeeeeeeseeseseeesaeaeaeaes 141 202 2D MCASUTE aiaa 204 Ad
92. centre line Chainage To enter a start chainage to use when viewing the data The default value is the start chainage of the layer centre line Ch Increment To enter a chainage increment to use when stepping through the data K Ifa centre line has not been defined a start chainage cannot be entered and the field will be shown as If a centre line has not been defined a chainage increment cannot be entered and the field will be shown as Viewing and Editing the Design Data RoadRunner 229 Viewing and Editing the Design Data 9 2 Accessing the screens Viewing details of the layer centre line RoadRunner 230 Viewing the Design Data Press VIEW F4 on the RoadRunner View amp Edit Data screen This page shows the following Geometrical details of the selected stringline at the selected chainage jew at 1410 000 CONT F1 line Tnfn ilinesl pini To return to the View amp Edit Data screen Line name Easting 3605233 639 n CH F2 Northing 5372194 715 n To increase the chainage by the chainage increment dg eee ier atia e as defined in the View amp Edit Data screen Hz Radius gt m CH F3 H DPO t MISIR To decrease the chainage by the chainage increment GQ2at as defined in the View amp Edit Data screen CONT CH CH SEG HZ T PAGE SEG F4 To enter the Segment Info screen HZ VT F5 To toggle between the vertical alignment data and the
93. centre line at the current position Dirc to Point Output Direction from the current position to the point to stake out Dist to Point Output Distance from the current position to the point to stake out Def Easting Output Easting of the point to stake out Def Northing Output Northing of the point to stake out Def Height Output Height of the point to stake out Act Easting Output Easting of the current position Act Northing Output Northing of the current position Act Height Output Height of the current position Curr Des Est Output Easting of the design for the current position relevant point on the crown Act Easting Curr Des Nor Output Northing of the design for the current position relevant point on the crown Act Northing Curr Des Hgt Output Height of the design for the current position relevant point on the crown Configuring Next step CONT F1 to confirm the changes and continue RoadRunner 193 Configuring RoadRunner 194 6 4 8 Info Page for Layer Description This info page is used for the following working methods e Road Check Layer e Road Stake Layer Access step by step Step Description 1 Select Road Config in RR Configuration 2 Press PAGE F6 until the Info amp PIt page is active 3 RR Road Configuration Info amp PIt page Choose the Info Type to change for Road Check Info Type Check Layer e for Road Stake Out Info Type Stake Layer 4 Press ED
94. cise 4 you will create a task for the layer Select Application RR Road Select Stake Check Check Select Method Layer Select Mode Advanced Ensure Project RR_Exercise_1 is selected Press CONT F1 to access Task Management Application RR Road 4 Stake Check Hethod Hode Project Fixpoint Job Tutorial Points Neas Job Tutorial Meas Road Job Tutorial Road DTM Job lt None gt Q2at CONT CONF PROJ DATA Press NEW F2 to start the Selection Wizard The selection wizard guides you through the selec tion of the new task The new task is created when you reach the last screen of the Selection Wizard and end it with FINSH F1 Q2at CONT NEW EDIT DEL MORE TEMP Description Option 1 Continuing with Exercise 1 4 Select Task Name Init Cut Fill Select Shift Verticl None Press NEXT F1 to continue Selection Wizard Start x Task Type Layer Task Name Init Cut Fill Select Select View Cross Section Shift Verticl i Q2at NEXT 5 Select Layer Initial Cut Fill Selection Wizard View Layer B Initial Cut Fi11 00 Select View Cross Section 4 Select Plot Chainage 0 000 Plot Chainage 0 000 n Press NEXT F1 to continue at NEXT DEFLT BACK 6 The whole layer is shown Layer Initial Cut Fill Press NEXT F1 to continue at NEXT BACK Quick Start Tutori
95. ck RR12_036 Ca RR12_067 i a Position to stake out b X slope to stake out c Left stringline a X slope to check d Right stringline b Left stringline e Centre line c Right stringline f Def Chainage d Centre line g Chainage e Chainage h CL Offset f CL Offset i AChainage g CL Ht Diff j AOffset h X Slp Offset k AHeight i X Slp Ht Diff Description Required elements Step 4 Measuring e Surfaces such as the final carriage way are often staked checked using X slopes A X slope consists of a combination of two stringlines Refer to 11 3 Basic Elements for Road Stake and Check Measurements for information on the usage of X slopes A 3D design of the road is required RoadRunner 109 Step 4 Measuring 5 10 5 10 1 Graphical overview Description RoadRunner 110 Measuring Manual Slopes and Design Slopes Overview Road Stake Road Check Bes g gt bes g gt ee a ey ey RR12_037 my RR12_037 a Catch point a Catch point b Centre line b Centre line c Slope to stake out c Slope to check d Hinge point left stringline d Hinge point e Second right stringline e Second stringline of the slope f Natural surface f Natural surface g CL Offset g CL Offset h AOffset h Slope Offset i AHeight i Slope Ht Diff e Surfaces such as the end slopes of a cut or fill are staked checked using slope methods e Slopes are defined by
96. d from a design package is stored in the road job Like the fixpoint job it is a source of information Refer to 8 Managing the Road Job for more information on road jobs Holds DTM or TIN data Digital Terrain Model Triangular Irregular Network Like a fixpoint job or road job the DTM job is a source of information Refer to 8 6 Working with a DTM Job for more information on DTM jobs RoadRunner 209 Managing the Project RoadRunner 210 cE The same job can be used as a fixpoint and measurement job YE Road jobs and DTM jobs cannot be selected as a fixpoint or a measurement job When selecting a job a filter is applied to show only the relevant jobs in the selection list 7 2 Accessing the screens RR Projects Device Managing the Project Selecting a Project from Task Management Highlight the Project on the RoadRunner Setup screen and press ENTER CONT F1 n To select the highlighted project and to continue RoadRunnerRail 13 07 06 NEW F2 RoadRunner 07 08 06 To create a new project Tanne Project rien Refer to 7 4 Creating a New Project EDIT F3 To edit the highlighted project This project also uzat becomes the active project CONT NEW EDIT DEL HORE INTL Refer to 7 5 Editing an Existing Project DEL F4 To delete the highlighted project Refer to 7 6 Deleting an Existing Project MORE F5 To toggle between the project date and project time CFCRD F6 or INTL F
97. e RoadRunner 149 Configuring 6 3 2 The Check page RoadRunner 150 The Check Page Description Especially when checking points in an as built control it is useful to enable the Quality Check criteria available under RoadRunner Road Configurations For every point stored the chosen parameters are checked and if the check limits are exceeded a warning is shown This guar antees a higher productivity as it is no longer necessary to check the values for every shot taken When checking layers of a road a too thick layer results in higher costs as more mate rial is used a too thin layer can lead to problems and might cause serious damage Therefore RoadRunner enables you to define different check limits for above and below the design Graphic a d a Layer is too thick b Design surface b Te c Layer is too thin c d Height tolerance f RR12_087 e Height tolerance Be aware that height tolerances below the design surface are entered as negative values for example the Height Tol with 10mm from above By using the signs of the height toler ances it is also possible to cover situations like the one shown below with a valid range between 10 to 50mm below the design surface Configuring lt Cc a Design surface b Height tolerance T RR12_088 c Height tolerance Like all configurations the settings for Height Tol and Height Tol T are stored as part of the configuration set Screen
98. e 112 5 10 3 Defining the Slope Type Using a Reference Point 113 5 10 4 Defining the Slope Type Using a Ref Point Surface 117 5 10 5 Defining the Slope Type Using a Batter Rail 121 RoadRunner Table of Contents RoadRunner 8 5 10 6 Defining the Slope Type Using a Reference Batter 125 5 11 Measuring Road Crowns 129 5 12 Measuring Road Layers 131 5 13 Measuring Digital Terrain Models DTM 132 Configuring 134 6 1 Overview of all Configuration Settings 134 6 2 Configuration Settings for the Project Project Config 136 6 2 1 The General Page 136 6 2 2 The Posit Page for TPS only 141 6 3 Configuration Settings for the Program Road Config 144 6 3 1 The General Page 144 6 3 2 The Check Page 150 6 3 3 The Info amp Plot Page 154 6 3 4 The Logfile Page 156 6 4 Road Stake Out Info Page and Road Check Info Page 158 6 4 1 Overview 158 6 4 2 Changing Display Items of the Info Page 160 6 4 3 Info Page for Stringline 162 6 4 4 Info Page for Individual Stringline 167 6 4 5 Info Page for X Slope 174 6 4 6 Info Page for Slope Manual and Slope 180 6 4 7 Info Page for Crown 187 6 4 8 Info Page for Layer 194 6 4 9 Info Page for DTM 199 6 5 Auto Positioning TPS only 202 6 5 1 Overview 202 6 5 2 Auto Position 2D Measure 204 6 5 3 Auto Position Advanced 206 7 Managing the Project 208 7 1 Overview 208 7 2 Selecting a Project from Task Management 211 7 3 Selecting a Project by Resuming the Last Task Adva
99. e Staking Using a Reference Point Surface 294 11 7 5 Slope Staking With Batter Rails 296 11 7 6 Staking Batter Rails Using a Reference Point 297 11 8 Chainage or Station Equations 299 11 9 Working Corridor 302 12 Understanding the Geometry 304 12 1 Horizontal and Vertical Geometry Elements 304 12 2 Horizontal and Vertical Shifts 305 12 3 Extension of the Centreline 308 Table of Contents 13 Quick Start Tutorial Advanced Mode 310 13 1 Overview 310 13 2 Exercise 1a Setting Up and Getting Started 313 13 3 Exercise 1b Creating the Project and Task and also Configuring 319 13 4 Exercise 2 Staking the Centre Line 328 13 5 Exercise 3 Staking Out Slopes 334 13 6 Exercise 4 Checking Road Layer Surface 341 13 7 Exercise 5 Shifting Design to Fit Existing Road Level 348 Index 354 RoadRunner 11 Step 1 RoadRunner Begin RoadRunner 12 1 Step 1 RoadRunner Begin Accessing the screens Start the RoadRunner application or press ESC on the RoadRunner Setup screen Positioning the GPS This screen shows the following To select the coordinate system codelist configuration set and antenna for the survey RoadRunner Begin CONT F1 ere ag a l To continue to the next screen CONF F2 To access the configuration settings Refer to 6 Configuring RESUM F4 To resume the last used and stored task This is a uzat recommended feature when using Advanced mode CONT CONF RESUH csys DATA F5 for GPS900 rec
100. e current position on the left hand side Left Offset Output Horizontal offset from the left stringline Left Name Left Ht Diff Output Height difference to the left stringline Left Name Right Name Output Name of the stringline next to the current position on the right hand side Right Offset Output Horizontal offset from the right stringline Right Name Right Ht Diff Output Height difference to the right stringline Right Name Slope Ratio Output Ratio of the slope between the left stringline Left Name and the right stringline Right Name Configuring Field Option Description of Field K The display format of the Slope Ratio depends on the type chosen for Slope Format on Project Configuration General page X Slope Ratio Output Ratio of the X slope between the left stringline Left Name and the right stringline Right Name CS The display format of the X Slope Rat depends on the type chosen for X Slope Format on Project Configuration General page Square Offset Output Offset from the slope perpendicular to the slope CL Ht Diff Output Height difference from the centre line CL Height Output Height of the centre line at the current chainage CL Radius Output Radius of the centre line at the current chainage CL Type Output Curve type of the centre line CL Offset Output Horizontal offset from the centre line at the current chainage CL Tangent Output Tangent direction of the centre line
101. e projected catch point You are guided to the position Values in RR Stake Slope Ref Point Surf Stake page guide you to the position to place the peg The defined hinge height difference is taken into account ESC to return to RR Stake Slope Stake out the next catch point from this screen 5 10 5 Configuring the slope Step 4 Measuring Defining the Slope Type Using a Batter Rail Screen Step Description 1 Select Road Config to continue to the Road Config 1 Project Confi uration screen 3 Tunnel Config 4 Rail Config Press CONT F1 to continue to the next screen Q2at CONT When a batter rail is required set Slope Method Batter Rail Road Configuration x 2 Reneral Check Tnfo amp Ptt agfile Orientation to Alignment 4 Guidance Work Corrid Slope Method Slope Expand Update Angle YES Warning YES 4p RoadRunner 121 Step 4 Measuring RoadRunner 122 Entering the values Screen Step Description Standard Mode k E Define i x 1 After setting Slope Method Batter Rail in the Do cha ieano Test Strings b configuration screen the SLOPE F2 key in the Hng Retorence TENSES Define screen is enabled and slope values for the Dot ina Ofi ESTE batter rail can be entered Def Hng HtD 0 000 n Slope Type gt Cut Right p g Slope Ratio 2 1hv Press SLOPE F2 to continue to the next screen Q2at CONT SLOPE
102. ed position is to the left or right of the middle stringline e When checking road crowns it allows the check of two X slopes at the same time The information for both X slopes is shown at the same time Step 4 Measuring RoadRunner 129 130 Step 4 Measuring RoadRunner Required elements A 3D design of the road is required Specific fields The following fields vary from the description used in 5 2 The General Page Field Option Description AHt Left Output Vertical offset to the left right X slope defining the AHt Right or road crown AHt L AHt R 5 12 Graphical overview Description Required elements Step 4 Measuring Measuring Road Layers Road Stake Road Check T gt bs i d d aN os 20A a e lt RR12_068 c RR12_068 c a Relevant part of the layer for the current a Relevant part of the layer for the current position position b Left stringline Left Name b Left stringline Left Name c Right stringline Right Name c Right stringline Right Name d AOffset d Slope Offset e AHeight e Layer Ht Diff All stringlines are grouped in layers Such a layer describes a surface of the road When staking checking out a layer RoadRunner automatically detects the stringline left and right of the measured position A 3D design of the road is required RoadRunner 131 Step 4 Measuring RoadRunner 132 5 13 Measuring Digital Terrain Models DTM Graphical
103. eeeeenneeeeeeenteeeeeeeaas 91 Height layer Of DTM ecceecceceeeseeceeceeeneeeeeeteeteee 91 Individual point cceeeeceeceeeeeeeeeeeseeeeeesteteeaeeees 91 Info layer Of DTM 0 eeceeeeeeeeeeeeeeeeeeeteeeeeeetaeeeeeeeaaes 92 FAGIQMUS osu 4c cescinpceneste oie eetnti ea einen ecAGaeeeaue 91 Hinge POM eranan cated Mees acb ledeene ctlansaretbed Aenean 269 Horizontal alignment ceeeceeeeeeeeeeeeeeeeeeeneeeeeeeeaas 304 l Indefinite triangle ssresissiirniiiisi iein aniidae a 106 Indiv Stringline Stako OUl ccuanesns dri 105 Individual Stringline Index INTO pag cecnaniccnaninnonaimanenn iana 167 INFO page ansisssseesssseirissssrrsssttrrrnstttrnnssttnnnnstennnn snena 158 INfO SCEE anaidai EE 283 J Job DTM sesesteetsveteencsleeetetagis R 209 FIXPOINT sosai aanas e aaran 209 Measurement ecrcnanssssdraisinoni anana 209 PROGG oinnia tineia enkaat aiani adain 209 L LIVET rriad T T deed 220 EXASS soisiu a aa a e a eE aaoi 260 Infopage sccanaicamanennanadarnana des 194 Select ee 77 Stake OUL sie eieeh ieee dectsenendlees be A A E 131 LOPS eee eeeeeeeeeeee eee eeeeeeeeeeeeeaaeeeeeeeeaneeeeeeeneeeeeeees 156 M Manually entered height aseeseen 91 Multiple chainage ce eeeeeeeeseeeeeeeeeeeeeneeeeeeeeneeeeees 300 N Natural surfate eresia a a 269 O Original ground essin na iteean eet 269 RoadRunner 355 Index RoadRunner 356 P Start SCIEN oc eeceeeeeeeeesee eee eeeeneeceeeeeeeeneeenedenteneers 43 P
104. efer to 4 12 Chainage Range for more information Next step IF the task is to THEN move to the next step of the selection wizard NEXT F1 to confirm all steps of the selection wizard and exit it if itis the FINSH F1 last screen of the selection wizard RR RR Selection Wizard Define of the selection wizard for crowns is identical to RR Selection Selection Wizard Define Wizard Define for X slopes the difference being the behavior of the reference line The left for crowns most and right most line of the two X slopes may be chosen as the reference line The stake offsets and stake height difference applied to the road crown are relative to this reference line For the second X slope of the road crown stake offsets height difference are added symmetrically RR12_078 Centre line Left X slope of the road crown Left Strgl left most stringline a b c Right X slope of the road crown d e Mid Strgl mid stringline f Right Strgl right most stringline Step 3 Working in Advanced mode RoadRunner 55 Step 3 Working in Advanced mode RR Selection Wizard Define for layers RoadRunner Selection Wizard Define X Centre line Centreline Exp endSIp Yes d Use Hin tax RTS Hin Chainage 100 000 n Max Chainage 285 746 w Q2at DEFLT BACK 56 NEXT F1 To move to the next screen of the selection DEFLT F5 To reset the Min Chainage and Max Chainage to the
105. efer to i a a i Mia chapter 1 Press NEXT F1 2 Depending on the selection for Shift Horiztl and Shift Verticl the next 4 3 7 steps vary If Shift Horiztl None Shift Verticl None continue with step 3 If Shift Horiztl and Shift Verticl are not set to None then press NEXT F1 to define the shifts and then continue with step 3 3 Press FINSH F1 to confirm all wizard steps and exit the wizard Reference batter Aer en Description Referto definition step by step chapter 1 Press NEXT F1 2 RR Selection Wizard Slope 4 3 6 Define Ref Offset and Traveller Height 3 Press NEXT F1 Step 3 Working in Advanced mode RoadRunner 73 Step 3 Working in Advanced mode RoadRunner 74 Description Referto chapter Depending on the selected Shift Horiztl and Shift Verticl the next steps will vary If Shift Horiztl None Shift Verticl None continue with step 5 If Shift Horiztl and Shift Verticl are not set to None then press NEXT F1 to define the shifts and then continue with step 5 4 3 7 Press FINSH F1 to confirm all wizard steps and exit the wizard 4 7 Selecting Manual Slopes Description Manual slopes are defined relative to a stringline The creation of the task is therefore quite similar to the one of a stringline Manual slope selection step by step Description Referto chapter RR Selection Wizard Start Choose Task Type Manual Slope
106. efine Page for Cross Slopes For this method ensure that Method X Slope is set in RoadRunner Setup Define X Layer Test Strings Def Chainage 200 000R Left Strin Contre ine 4p Right Strin CentrelincLines 2nd Li lt N gt gt Use Zig xag enon tI CONT F1 To continue to the next screen SHIFT CONF F2 uza T To access the configuration settings CONT Refer to 6 Configuring Field Description of Field Layer Choicelist To select a layer in the active road job Def Chainage for Stake Chainage for Check User Input The values are limited to the start chainage and end chainage Left Strin Choicelist The name of the left stringline defining the X slope Right Strin Output The name of the right stringline defining the X slope Refrence Line Choicelist Left Strin or Right Strin To select one of the stringlines to be used as the reference line 2 4 Line Choicelist To select a 2 stringline Refer to 3 3 The Define Page for Stringlines for details RoadRunner 29 Step 3 Working in Standard mode RoadRunner 30 Field Description of Field Use Zig zag Choicelist Yes or No To stake check points on the left right side of the centre line in one process Refer to 4 11 The Zig Zag Mode for details 3 6 Using this Define page for a stake or check survey Step 3 Working in Standard mode The Define
107. efined in the View amp Edit Data screen CH F3 To decrease the chainage by the chainage increment as defined in the View amp Edit Data screen SEG F4 To enter the Segment Info screen PAGE F6 To move to the next page SHIFT INIT F5 To force a re calculation of all values This page shows the following Detailed horizontal alignment information about the current stringline segment Segment Info Start Point xX H7 Alignaent Wt Alignment Line name L42 1 Chainage 1401 146 n Easting 3505231 737 n Northing 5372203 384 n Height 346 201 n Hz Tangent 186 8131 y Hz Radius oOo ee n Hz Type Multipoint yp po Gach CONT SEG SEG ENDP PAGE RoadRunner CONT F1 To return to the View screens SEG F2 To move to the next segment SEG F3 To move to the previous segment ENDP STRTP F4 To toggle between the start point and the end point of the segment PAGE F6 To move to the next page 233 Viewing and Editing the Design Data RoadRunner 234 Viewing the segment the Vz Alignment page Field Description of field Line Name The name of the selected stringline The following fields values can be toggled by using the ENDP STRTP F4 softkey Chainage The chainage of start end point of the segment Easting The East coordinate of the start end point of the segment Northing The North coordinate of the start end point of the segment Height The height of the sta
108. efines at which chainage a certain cross section is used By doing this the vertices are connected to create a series of lines representing the three dimen sional design of the road RR12_029 Stringline representation of a road design In RoadRunner such lines defining the design are called stringlines Stringlines are the base elements used for stake out and check activities Stringlines have a project unique name by which they are identified and selected Whenever a new road design is typed in or imported from a design package these stringlines are generated automatically in the background RoadRunner 219 Managing the Road Job er Layers RoadRunner 220 A cross section may be derived from the stringline model by slicing the group of stringlines with a vertical plane orthogonal to the centre line ee ea N gt gE VTN Vertical cut of a stringline RR12_030 4 group defines a cross section 7 Roads generally consist of layers made of different materials for example road surface of asphalt or concrete layers of different gravel and so on At different times throughout a project it may be required to work with different layers of the road RoadRunner allows the possibility of creating such layers by grouping together sets of stringlines SR Example for a road with three different layers general fill gravel final surface Type Description Layer one general Defined by the two hi
109. eivers To view edit the road data in the road job Refer to 9 Viewing and Editing the Design Data CSYS F6 To change the current coordinate system Config Sct METAT Antenna ATX1230 SmartStn p Field Description of Field Coord System Output The active coordinate system Use CSYS F6 to change the coordinate system Road jobs are defined in local grid coordinates The right coordinate system must be chosen for the road job Positioning the TPS Step 1 RoadRunner Begin Field Description of Field Codelist Choicelist The active codelist All codelists from Main Menu Manage Codelists can be selected Config Set for GPS1200 receivers Choicelist The active configuration set All config uration sets from Main Menu Manage Configu ration Sets can be selected Antenna for GPS1200 receivers Choicelist The antenna currently set in the selected configuration set All antennas from Main Menu Manage Antennas may be selected This screen shows the following To select the coordinate system codelist configuration set and reflector for the survey CONT F1 Ponsa daca SEA l To continue to the next screen i CONF F2 n To access the configuration settings Config Sct METAT ae Ref lector Leica Cire Prism 4p Refer to 6 Configuring Add Constant 0 0mm SETUP F3 To set up an instrument station by determining the Gat station coordinates and or
110. el RR12_061 A common task on construction sites is the as built check of the work already completed RoadRunner offers you for each stake out method an equivalent check method The major difference between stake out and check is that checks are based on random chain ages Therefore no Stake page exists for the check methods In this exercise you will check the 300mm gravel layer of the of the street When running checks with the layer method RoadRunner automatically detects the rele vant part of the layer for the measured position On the Road Configuration Stake page you can choose if a warning should appear as soon as a point outside the defined limits is stored To run this exercise you need an open space of about 30 x 30 m 10 pegs and a tape Description Preparation Uploading the data 7 This exercise uses the tutorial data distributed with the SmartWorx DVD Copy all data from GPS1200 or TPS1200 GPS1200 or TPS1200_SampleData Applica tions RoadRunner Tutorial Onboard Exercise4 to the CF card under DBX Quick Start Tutorial Advanced Mode RoadRunner 341 Quick Start Tutorial Advanced Mode Selecting the project and the task RoadRunner 342 If you continue from Exercise 1 you can use RR_Exercise_1 as well Description Option 1 Continuing with Exercise 1 Access RoadRunner Setup In Exercise 1 a task was created for the stringline In Exercise 3 a task was created for the slope In Exer
111. es 79 Reference peg eesseese sees eeeeneesen tees eteeeneeten tetany 60 Layer es ceat e E edeecoee 77 Select soe eeee reece tees eeetcneeeceeteeenteeeneecenneetennetcias 70 Road GOWN oniinn ie 80 Sign definition esse ees tees teees tees nets neteneeeettetnteeteten 138 Select SCLECN ooccocecccccceccecccceceecececeeceeeeeseeececeecesesesees 48 Stake OUt ccccccccccccccccesseeaesesesesseeesseseseseeseeseeeseees 289 Shift SC N csjutacdinenanaiuisansiamabasioumansiauienuadun 63 Stake SN M 70 Height difference s sssssssseriesieresiriererierieirnereenen 90 Slope Tegel g E E EEEE 59 OMS Sb e E E A E 90 Stake MOG weed heed eva ied dia ete ttdda 146 Stake offset ccececeeceeeceeceeeeeeeeeeeeeesecesennaeeeeeeeeeeees 281 SIGN CONVENTION ceceetcee eee eeeeeeeeeedeeeeeteeeeeeeeetes 282 Working example ce ceeeeeeeseeeneeeeeeeeenieeeeeeeenaees 285 Stake out Chainage and offset eeeeceeeeeeereeeeeeenteeeeeees 101 CROWN siasa nana heeded Wie he ias deere 129 DINO CE sc ccecantee picsatenadeasncchaan ctuwcciduenvaaneradaaseoesgneataenntas 281 NMOWOCH saiaraha a a 281 Indiv Stringline eseeeeeeeeeeeeeeeererseeerrreseerrrsseernna 105 LAYOR sedrasi n E O 131 Stringline aeaaaaeeeeeeeeneeeeernnsseennnesrnsnnnsstenneaeennnneneaa 103 MESIOPE iiir a i 108 Station reaparece ia nana a eA A aari EEn ERR 270 EQUaALION ognoun aia aA 299 SiINGINE scssccevesdacccctvaus tredevnsnaacteasveabaxtesvaadarncervens 219 2
112. f staking random chainages Leave Stake Offset and Stake Ht Diff at 0 Press PAGE F6 to change to the Stake page Stake Stringline feneral Stake Tofo PInt Point ID s CL001 Reflector Ht 1 234 n Def Chainage 0 000 n Ch Increment 5 000 n Stake Offset IW Ty Stake Ht Diff 0 000 n Manual Height 8 n Q2at ALL DIST REC CH lt PAGE PAGE gt The Stake page you see the difference between the current position and the position to stake out The bulls eye on the right hand side gives you a graphical feedback of your position relative to the point to stake out As Orientation To Alignment has been chosen in Configuration the bulls eye is relative to the centreline RoadRunner Stake Stringline Tnfn Pint ooo o Ch 0 037 161 0 0 037 AOff 0 161 0 0 032 037 at ALL DIST REC CH lt PAGE PAGE gt 331 Quick Start Tutorial Advanced Mode RoadRunner 332 Description The bulls eye is orientated relative to the centreline with the tangent of the centreline running from 6 o clock to 12 o clock When working in the tracking mode the delta values get populated instantaneously Press DIST F2 to populate this page with the values for the current measured position The three delta values on this page show you the difference between the current position and the position to stake out Bring the values for AChainage and AOff
113. f type digital cellular phone or modem Available for Auto CONEC No in CONFIGURE GSM Connection SHIFT INIT F4 To select an initialisation method and to force a new initialisation Available for OCUPY F1 or STORE F1 being displayed and for configuration sets allowing phase fixed solutions Refer to the Technical Reference Manual The following main softkeys refer to TPS1200 and RX1250 in TPS mode They have the same functions in all manuals referring to TPS1200 RX1250 a teor I i zY Stake Indy Stringline Fanera Stake Tnfa Piet Point ID 100 Reflector Ht 2 000 n Def Chainoge TORT Ch Increment 0 000 n Stake Offset 0 000 w Stake Ht Diff 0 000 n Q2at ALL DIST REC CH lt PAGE PAGE gt Introduction Softkey Description of Softkey ALL F1 To measure record distances and angles DIST F2 To measure and display distances REC F3 To record store the measured data SHIFT POSIT F4 To position the instrument depending on the Auto Posi tion setting RoadRunner Table of Contents RoadRunner 6 Table of Contents In this manual Chapter Page 1 Step 1 RoadRunner Begin 12 2 Step 2 RoadRunner Setup 16 3 Step 3 Working in Standard mode 22 3 1 An Overview of the Define Page 22 3 2 Selecting Layers and Stringlines 2nd Stringlines 23 3 3 The Define Page for Stringlines 26 3 4 The Define Page for Individual Stringlines 28 3 5 The Define Page f
114. from Pt Field Option Description of Field Dist from Pt User input Available when Beep near Pt On is selected The horizontal radial distance from the current position to the point to stake out within which the acoustic warning signal is active Next step PAGE F6 changes to the Info amp PIt page Configuring RoadRunner 153 Configuring 6 3 3 The Info amp PIt page RoadRunner The Info amp Plot Page 154 Road Configuration xX General fheck Tnfn amp P1t l ngfile Info Type c Plot Type Cross Plot 4 Pole Graphic Std Bitmap Update X Sec 1 0m or 30s Vertical Exg 24 02a T CONT EDIT PAGE CONT F1 To confirm the changes and move to the previous screen EDIT F3 To edit the highlighted Info Type Field Option Description of Field Info Type Choicelist List of the different info pages available for stake out and check Refer to 6 4 Road Stake Out Info Page and Road Check Info Page for information on how to define info pages Plot Type Cross Plot Plan view Profile view To configure the required plot view The Plot page in stake out and check shows a cross plot of the design at the current chainage The Plot page in stake out and check shows the design from a birds eye view The plan view includes the current station setup point the point to stake out and the projected point on the stringline The Plot page
115. fset and Strgl Ht Diff CL Ht Diff 0 2540 u CL Height 419 6951 M aT Info pages are user definable Depending on the configu ALL DIST REC Ch lt PAGE PAGE gt rations chosen your Info page may look different Stake offsets height differences can be defined for every stake out on the General page In this example a stake offset Stake Offset 1 000 of 1 m to the left is used The stake height difference stays zero a Current position b Stringline to stake out in our case also the centre line RR12_052 c Position to stake out stringline stake offset Stake Stringline Reneral Stake Tnfa Piot i i Point ID Reflector Ht 0 000 n Def Chainage 100 000 nm Ch Increment 0 000 n Stake Offset 0 000 u Stake Offset and Stake Ht Diff are stored with the task Maniai Height ona and will be maintained when the task is restarted at Refer to 11 5 Stake Offset and Stake Height Differ ALL DIST REC CH lt PAGE PAGE gt ence for information on how stake offsets are defined Use stake offset Working with a stake offset of 1 m and a stake height difference of 0 m returns the following results for the same position Stake Stringline X General Stake Infa Pint Chainage 5 1320 n CL Offeet 0 8410 m AChainage 0 1320 n AOffset 0 1590 n AHeight f 0 2540 a Hoar Tang Pt 4 0610 The horizontal offset AOffset from the position to stake out aT is now 0 159 m 0 841 1 All other values
116. fsets are always defined perpendicular to the centre line of the layer the stringline s belongs to a Stringline the horizontal shift is applied to b User defined horizontal shift for the stringline c Centre line RR12_010 d Shifted stringline Plot page with shifts RoadRunner offers for all stake out and check methods a page showing a graphical repre sentation of the measured position in relation to the cross section If shifts are applied to the design the plot shows the original unshifted cross section view of the design as well as the shifted element The current element is shown in bold zoom in zoom out Stake X Slope General Stake Tnfo Pint ACh 1 024 0 737 0 6914 L N aT The original cross section of the design is shown as well ALL DIST REC Ch lt PAGE PAGE gt as the shifted element in bold Understanding Stake and Check Basics RoadRunner 277 Understanding Stake and Check Basics RoadRunner 278 11 4 2 Shifts for Stringlines Slopes Layers and DTM s Description The shifts applied to stringlines slopes road crowns layers and DTM s are identical with one exception Given that DTM s are not defined relative to a centre line and hold no orientation infor mation no horizontal shift is possible for them G a 1 a Slope to shift SA b Centre line WS oc Value for horizontal shift d Value for vertical shift RR12_016 e Shifted slope 11 4 3 Description H
117. ft and right stringline of the X slope Road crown Toggle between left and right X slope RoadRunner automatically detects which side of the centre line is being used and selects the appropriate stringline as a reference Auto position with zig zag When pressing auto position SHIFT POSIT F4 a message box comes up prompting you if either the left or right side should be staked out checked Step 3 Working in Advanced mode RoadRunner 83 Step 3 Working in Advanced mode Chainage Range 4 12 Description Chainage range fields RoadRunner 84 The chainage range is chosen during task creation with the selection wizard By defining a chainage range it is possible to limit which part of the design will be stake out or checked If the defined chainage range is exceeded during stake out check a warning appears The following fields are used for the chainage range definition Field Option Description Use Min Max To define the used chainage range No No chainage range is applied The whole length of the stringline is used Yes A chainage range is applied If the defined range is acceded a warning appears K DEFLT F5 to use the start end chainage of the centre line as Min Chainage Max Chainage Min Chainage User input Minimum chainage of the chainage range Max Chainage User input Maximum chainage of the chainage range Step 3 Working in Advanced mode RoadRunner
118. g RoadRunner 116 Workflow e Refer to 11 7 3 Slope Staking Using a Reference Point for more information on the reference point method e The first position to stake out is the catch point Step Description 1 Stake out the position of the catch point by using AOffset and or AHeight When AOffset and AHeight are equal to zero the catch point has been located SHIFT EXTRA F5 to access RR Extras Slope Select Place Reference Point to access the stake out screen for the reference peg RR Stake Refpoint The measured position from step 1 is used as the catch point for the stake out of the reference point Stake out the reference point using AOffset When AOffset is equal to zero the reference peg position has been found AHeight shows the height difference rela tive to the catch point Note that all values shown on the Info page are relative to the original slope ESC to return to RR Stake Slope Stake out the next catch point from this screen 5 10 4 Configuring the slope Step 4 Measuring Defining the Slope Type Using a Ref Point Surface Screen Step Description 1 Project Confi 3 Tunnel Config 4 Rail Config CONT 1 Select Road Config Press CONT F1 to continue to the next screen Orientation Stake Hode Guidance Work Corrid Slope Method Slope Expand Update Angle Alb Se es When a reference point at the slope
119. g the screens Press SHIFT EXTRA F5 on any page of the measurement screen Description e This menu contains additional functionality for each of the stake and check methods This functionality is additional to those already existing functions which are available via the function keys e The functionality differs between the stake and check methods 10 2 Description Availability RR DTM Height Common Extras DTM Height RoadRunner offers the possibility to e switch to a height which is retrieved from an existing Height Layer as defined in the DTM job associated with the project The layer from the DTM is applied and used as a height reference for the staking out or checking of alignments e retrieve heights from an existing Info layer as defined in the DTM job associated with the project The DTM used as Info layer will not be considered for the stake values Three new information lines are added to the Info page DTM 2 Ht Diff DTM 2 Height and DTM 2 Name Once defined each layer remains active until it is turned off by selecting lt None gt DTM heights can be used for both 2D and 3D alignments e This menu function is available to the following stake and check methods Stringline Indi vidual Stringline X Slope Crown Layer DTH Name CT METRIC FINAL Height Layer lt None gt 4f Info Layer ETT CONT F1 To apply the settings and return to Stake or Check screen at CLEAR F2 CONT CL
120. ge of the stake out by the Ch Increment Working with the Extras Menu RoadRunner 249 Working with the Extras Menu RoadRunner 250 Menu function Description Get actual Angle to Alignment To project a measured point to the alignment considering the entered Def Chainage This func tionality is only available for Offset Direc Angle to Alignment in RR Road Configuration General page Workflow 1 Measure a point with DIST F2 on TPS or OCUPY F1 and STOP F1 on GPS Press SHIFT EXTRA F5 to access the Extra Menu Select Get actual Angle to Alignment At the defined chainage the angle between the tangent direction and the direction to the actual position is calculated This angle is used as new angle to alignment in RR Road Configuration General page Continue with staking out using the calculated Def Chainage and Angle to Alig values These values are valid until new values are defined manually or by using the Get actual Angle to Alignment Menu function Description RR12_098 a Alignment b Defined chainage c Current position a Angle to alignment To access RR Data Fixpoint job name which allows you to stake out points with known Easting Northing and Height Points can either be selected from the fixpoint job or manually typed in The def Chainage and Stake Offset on the General page of the stake out are calculated based on the coord
121. ght of the design for the current position relevant point on the X Slope Next step CONT F1 to confirm the changes and continue Configuring RoadRunner 179 Configuring 6 4 6 Description Access step by step RoadRunner Info Page for Slope Manual and Slope This info page is used for the following working methods e Road Check Slope Manual Slope e Road Stake Slope Manual Slope Step Description 1 Select Road Config in RR Configuration 2 Press PAGE F6 until the Info amp PIt page is active 3 RR Road Configuration Info amp PIt page Choose the Info Type to change e for Road Check Info Type Check Man Slope Info Type Check Slope e for Road Stake Out Info Type Stake Man Slope Info Type Stake Slope 4 Press EDIT F3 to move to RR Define Info Display Modifying of the selected Info Type can now begin Available items Configuring RR12_045 z Slope to stake out check b Hinge point Hinge Name c Second stringline of slope 2nd Name d Real catch point e Centre line f Natural surface g CL Offset h CL Ht Diff i Slope Offset j Slope Ht Diff k Hinge Offset Hinge Ht Diff r m Slope Dist Hg Slope Ratio Square Offset Current Ratio 2nd Offset 2nd Ht Diff All fields from RR Stake Slope Stake page are available for the Info page Field Option Description of Field Slope Task O
122. h point Refer to 11 7 3 Slope Staking Using a Reference Point Reference point surface Stake out of a reference peg in the slope surface with a defined height difference to the hinge point Refer to 11 7 4 Slope Staking Using a Reference Point Surface Batter rails Stake out of batter rails with defined peg heights Refer to 11 7 5 Slope Staking With Batter Rails Batter rails with a reference peg Stake out of batter rails with a defined offset from the catch point Refer to 11 7 6 Staking Batter Rails Using a Reference Point Understanding Stake and Check Basics RoadRunner 289 Understanding Stake and Check Basics RoadRunner 290 Extending design slopes The method used for slope stake out Slope Method is selected as part of RR Road Config uration Refer to 6 3 Configuration Settings for the Program Road Config for more infor mation on choosing the slope method When using slopes generated by a design package the quality of the change from cut to fill or where slopes start and end depends a lot on the terrain model used for the project Occa sionally a cut is required where the design still shows a fill or one of the lines defining the slope ends before intersecting with the natural surface RoadRunner can handle these different situations with a variety of slope extras As soon as a measurement is taken outside of the defined design slope a message appears prompting if the slope sho
123. h the Extras Menu RoadRunner 255 Working with the Extras Menu RoadRunner 256 1 Define the base point for the box base stake out using Stake Offset and Stake Ht Diff from the feneral Stake Tnfn P at a Point ID Reflector Ht 0 000 m General page Def Chainage n Ch Increment 0 000 n Stake Offset Loidi Press SHIFT EXTRA F5 to access Extras menu Stake Ht Diff 0 000 n Manual Height 8 a at ALL DIST REC CH lt PAGE PAGE gt 2 Select Box Base Definition Press CONT F1 to continue to the next screen 5 Individual Point 8 Box Base Definition 9 Reinitialise search at CONT Box Base Definition x 3 The position defined by Def Chainage and Stake Base Chainage 200 000 m Base Offset lt 5000 Offset is used as Base Chainage and Base Offset Dist Box a when accessing Box Base Definition for the first Offset Box 1 000 m time within a stake out session Base Easting 19829 373 n Base Northing 5301112 169 nm Base Height 416 643 m Base Direct n 109 4677 g Q2at CONT DEF N BASE Similar to the stake out of individual points in the Extras menu the Box Base functionality calculates the new point to stake out and changes the according values of Def Chainage Stake Offset and activates the Manual Height functionality To avoid that these values are used as the next base point when accessing the box base menu press
124. he Extras Menu Step 4 Measuring Field Description of Field CS The following fields are always shown in all Stake and Check methods unless Offset Direc Perp to Align in RR Road Configuration General page Point ID User input Name of the next point to be stored The Point ID will be incremented decremented whenever a point gets stored with ALL F1 or REC F3 Refer to the TPS1200 Technical Reference Manual for information on defining the point incre ment and point ID Antenna Ht GPS User input Height of the antenna Reflector Ht TPS User input Height of the reflector E The following fields are always shown in all Stake methods unless Offset Direc Perp to Align in RR Road Configuration General page Def Chainage User input Nominal chainage of the point to be staked out If staking out random chainages and no nominal chainage is defined for example Def Chainage no value for AChainage will be displayed on the Stake page All values will be displayed relative to the current chainage Ch Increment RoadRunner User input Chainage increment Value by which the nominal chainage Def Chainage increases decreases when pressing CH F4 89 Step 4 Measuring 90 Field Description of Field When working with random chainages for example Def Chainage this line is disabled KE The following fields
125. he Extras Menu RoadRunner 243 Working with the Extras Menu RoadRunner 244 10 3 Description Availability Example Common Extras Shift Reference Line e When staking out or checking different layers of the road strata such as the sub grade gravel or asphalt it is often found that not all of these layers are available in the design For such cases RoadRunner offers the possibility to apply either a negative or positive height shift to the design values This menu function is available to the following stake and check methods Slope X Slope The Shift Reference Line item of the EXTRA menu stays disabled until the first meas ured position is available The current chainage Chainage is used for the cross section shown to pick the reference line In this example a gravel layer with a thickness of 10cm should be staked out Therefore a negative vertical shift to the final design surface is applied This shift is applied in the Selec tion Wizard by adding a vertical shift of 10cm As shown below the selected X Slope is shifted by 10cm Stake X Slope x General Stake Tnfn Pint Ch 149 401 0 770 0 283 A When staking out the newly shifted X Slope the original S left edge of the shifted X Slope is of little interest and it aT is the intersection with the left end slope that is of ALL DIST REC CH lt PAGE PAGE gt greater interest Screen Reference Shift X Ref Surface IEEE Left Line Left H
126. he active road job are selected from tasks A task is created for each stringline which is required for the survey These elements combined with other definitions can easily be changed during a survey Stringline2 Stringlinc1 06 03 06 Q2at CONT NEW EDIT DEL MORE TEHP Step 2 RoadRunner Setup RoadRunner 21 Step 3 Working in Standard mode RoadRunner 22 3 Step 3 Working in Standard mode 3 1 An Overview of the Define Page Accessing the screens Press CONT F1 on the RoadRunner Setup screen using Standard mode The Define page This screen shows the following Layers and stringlines contained in the active road job can be selected from this page These elements combined with other settings on the page can easily be changed during the survey Define x Layer R Test Strings 4P Def Chainage 140 000M Line 4 Centreline 4 2nd Line Shoe Use Zig zag No 4 CONT F1 To continue to the next screen SHIFT CONF F2 EE To access the configuration settings CONT Refer to 6 Configuring CS Refer to 2 Step 2 RoadRunner Setup for further details on Standard mode 3 2 Layers and String lines 2 Stringlines Selecting a layer Selecting a string line 2 stringline Selecting Layers and Stringlines 2 Stringlines In Standard mode the layers and stringlines 2 stringlines are selected from the Define screen Screen Description Layer
127. he centre line of the layer X Slope For Stake or Check To stake check a X slope defined by the road design Manual Slope For Stake or Check To stake check a manually defined slope relative to an existing centre line Slope For Stake or Check To stake check a slope defined by the 3D road design Crown For Stake or Check To stake check a road crown defined by the road design Layer For Stake or Check To stake check a layer surface defined by the road design DTM Digital Terrain Model For Check only To checks a DTM surface Step 2 RoadRunner Setup RoadRunner 19 Step 2 RoadRunner Setup Comparing the modes RoadRunner 20 RoadRunner may be operated in two modes Standard mode and Advanced mode Feature Standard Advanced Touch screen functionality ff This is supported in all screens except in displays with graphics Resuming a project V It is possible to resume an existing project quickly and conveniently Displaying Hiding the stake check methods P V RoadRunner can be configured so that only those stake check methods which are relevant to the user are displayed Selecting layers and stringlines during a survey P Layers and stringlines can be easily and quickly selected while staking and checking Working with tasks User defined tasks are generated for each stringline when staking v and checking These tasks may always be edited and dele
128. he chosen Orientation and Guidance in Road Configuration CL Tangent Output Tangent direction of the centre line at the current chainage Angle to Alig Output Available for Manual Slope The defined value for the angle to alignment Act Angle to Alig Output Available for Manual Slope The current angle to alignment Traveler Ht Output Height of the traveller in use Refer to 11 7 Methods for Slope Staking for infor mation on the different methods of slope staking Near Tang Pt Output Refer to 5 3 The Stake Page for details on this field Near Vt TngPt Output Distance to the nearest vertical tangent point of the design Configuring Field Option Description of Field CL Grade Output Grade of the centre line at the current position Dirc to Point Output Direction from the current position to the point to stake out Dist to Point Output Distance from the current position to the point to stake out Def Easting Output Easting of the point to stake out Def Northing Output Northing of the point to stake out Def Height Output Height of the point to stake out Act Easting Output Easting of the current position Act Northing Output Northing of the current position Act Height Output Height of the current position Curr Des Est Output Easting of the design for the current position relevant point on the X Slope Act Easting Curr Des Nor Output Northing of the de
129. he shifts and then continue with step 11 11 Press FINSH F1 to confirm all wizard steps and exit the wizard Step 3 Working in Advanced mode RoadRunner 71 Step 3 Working in Advanced mode RoadRunner 72 Batter rail definition step by step Description Referto chapter Press NEXT F1 RR Selection Wizard Slope Define Rail ov Batt and Rail ov Grnd 4 3 6 Press NEXT F1 Depending on the selection for Shift Horiztl and Shift Verticl the next steps vary If Shift Horiztl None Shift Verticl None continue with step 5 If Shift Horiztl and Shift Verticl are not set to None then press NEXT F1 to define the shifts and then continue with step 5 4 3 7 Press FINSH F1 to confirm all wizard steps and exit the wizard Reference point definition step by step Description Referto chapter Press NEXT F1 RR Selection Wizard Slope Define Ref Offset 4 3 6 Press NEXT F1 Depending on the selection for Shift Horiztl and Shift Verticl the next steps vary If Shift Horiztl None Shift Verticl None continue with step 5 4 3 7 Description Referto chapter If Shift Horiztl and Shift Verticl are not set to None then press NEXT F1 to define the shifts and then continue with step 5 5 Press FINSH F1 to confirm all wizard steps and exit the wizard pte rae EERE Description R
130. he user defined display mask shown in the RoadRunner application for all stake out and check methods All display masks of the active configura tion set can be selected Chain Format Selects display format for all chainage information fields 123456 789 Default chainage display form Field Option Description of Field 123 4 56 789 Separator between tens and hundreds with addi tional decimal point 123 456 789 Separator between hundreds and thousands 12344 56 789 Separators between tens and hundreds E The distance units Int Ft Inch fi US Ft Inch ft Kilometres km and US Miles mi are only supported by the first chainage format All other chainage formats are restricted to the base units Metre m Int Ft fi and US Ft ft Slope Format Selects the display format for all slope values h v Horizontal Vertical for example 5 2 v h Vertical Horizontal for example 2 5 v h 100 For example 40 Elev Angle Angle format depends upon system configuration For example 21 8014 deg 21 48 05 24 2238 gon Refer to the Technical Reference Manual for infor mation on available angle formats X Slp Format h v v h Same as Slope Format Refer to Slope Format v h 100 or above Elev Angle RoadRunner 137 Configuring RoadRunner 138 Field Option Description of Field Slope Signs mathematical relative to CL relative from CL Selects sign definition
131. heights at the selected chainage Viewing and Editing the Design Data RoadRunner 231 Viewing and Editing the Design Data RoadRunner 232 Viewing cross sections PAGE F6 To move to the next page SHIFT HOME F2 To move to the start of the list of stringlines SHIFT END F3 To move to the end of the list of stringlines SHIFT INIT F5 To force a re calculation of all values Column Description of column Line Name The name of the stringline in the selected layer CL off The offset of the stringline from the layer centre line The following columns values can be toggled by using the MORE F5 softkey Ht Diff The height difference of the stringline to the layer centre line Height The absolute height of the stringline This page shows the following A cross section view of the design data at the selected chainage and the name of the selected stringline Only stringlines with height information are shown The displayed arrow points at the centre line or at the stringline which was last selected No selection or zoom pan functionality is available Viewing the segment the Hz Alignment page Viewing and Editing the Design Data iew at 1410 000 Line _Tnfao i ines Piat n Line name L42 100 l ia Rm hee Q2at CONT CH CH SEG PAGE CONT F1 To return to the View amp Edit Data screen CH F2 To increase the chainage by the chainage increment as d
132. horizontal alignment data PAGE F6 To move to the next page SHIFT INIT F5 To force a re calculation of all values Field Description of field Line name To select a stringline from the layer Easting The East coordinate of the stringline Northing The North coordinate of the stringline Field Description of field Height The height of the stringline The following fields values can be toggled by using the HZ VT F5 softkey Hz Tangent Grade The tangent direction or grade of the stringline Hz Vt Radius The horizontal vertical radius of the stringline segment Hz Vt Type The horizontal vertical segment type Hz Vt Offset The horizontal vertical offset to the layer centre line CS If a value has not been defined the field will be shown as Viewing a list of all This page shows the following stringlines inthe layer A list of all stringlines in the current layer their centre line offsets and height differences or absolute heights at the selected oe CONT F1 To return to the View amp Edit Data screen CH F2 To increase the chainage by the chainage increment as defined in the View amp Edit Data screen CH F3 To decrease the chainage by the chainage increment Gat as defined in the View amp Edit Data screen CONT CH CH SEG NORE PAGE SEG F4 To enter the Segment Info screen MORE F5 To toggle between the height differences or absolute
133. i nates of the selected point The height for the stake out will be set as Manual Height KE If the chosen point has no height the design height will be used If the point has a height it is possible to use that one or continue working with the design height Working with the Extras Menu 251 Working with the Extras Menu RoadRunner 252 Menu function Description Change stringline To access RR Selection Wizard Select which allows you to chose a different stringline for the stake out This change is only temporary and will not effect the task Additional Layer Info This function allows additional road data to be obtained during a check or stake survey of a road element It is no longer required to change the layer or strin gline in Standard Mode or to change to a different task in Advanced Mode Road elements include centre lines kerb and gutters and slopes Box Base Definition This function allows a box or similar structure to be set out related to a stringline chainage and parallel offset during a check or stake survey of a road element A base point of the box user defined dimensions of the box a base distance and a base offset are required Menu function Description Road elements include centre lines kerb and gutters and slopes ig N RR12_092 Sa Centre line Defined chainage Stake offset Base point Base offset Base distance Box to stake out
134. ienting the horizontal circle CONT CONF SETUP RESUH csys RESUM F4 To resume the last used and stored task This is a recommended feature when using Advanced mode CSYS F6 To change the current coordinate system RoadRunner 13 Step 1 RoadRunner Begin RoadRunner 14 Field Description of Field Coord System Output The active coordinate system Use CSYS F6 to change the coordinate system Road jobs are defined in local grid coordinates The right coordinate system must be chosen for the road job Codelist Choicelist The active codelist All codelists from Main Menu Manage Codelists can be selected Config Set Choicelist The active configuration set All config uration sets from Main Menu Manage Configu ration Sets can be selected Reflector Choicelist The reflector currently set in the selected configuration set All reflectors from Main Menu Manage Reflectors may be selected Add Constant Output The additive constant stored with the chosen reflector Step 1 RoadRunner Begin RoadRunner 15 Step 2 RoadRunner Setup RoadRunner 16 2 Step 2 RoadRunner Setup Accessing the screens Press CONT F1 on the RoadRunner Begin screen RoadRunner Setup This screen shows the following An overview of the setup information selected for the survey CONT F1 Application To continue to the next screen oe CONF F2 ee T
135. ifferences The cross plot view The profile view Step 4 Measuring zoom in zoom out Stake Stringline Xx PintL ACh 3 173 31 291 1 0 070 bs f sl Q2at ALL DIST REC CH lt PAGE PAGE gt Refer to Introduction for details of the main keys CH F4 only available for Road Stake To increase Def Chainage by the Ch Increment SHIFT CONF F2 To access configuration settings Refer to 6 Configuring SHIFT FIT F3 To fit all data into the screen area SHIFT CENTR F4 To centre the plot at the selected element SHIFT EXTRA F5 To access the Extras Menu Refer to 10 Working with the Extras Menu zoom in zoom out Stake Stringline Xx Pint ACh 3 173 31 291 1 0 070 a eee Q2at ALL DIST REC CH lt PAGE PAGE gt RoadRunner Refer to Introduction for details of the main keys CH F4 only available for Road Stake To increase Def Chainage by the Ch Increment SHIFT CONF F2 To access configuration settings Refer to 6 Configuring SHIFT FIT F3 To fit all data into the screen area SHIFT CENTR F4 To centre the plot at the selected element 99 Step 4 Measuring The plan view RoadRunner 100 SHIFT EXTRA F5 To access the Extras Menu Refer to 10 Working with the Extras Menu For lt Stake Check Check gt and lt Method DTM gt in RR RoadRunner Setup a Plot page is added to the measurement screen if a D
136. ig 17 The General page Road pe iguration Raneral Tnfn amp P1t SE Quick Start Tutorial Advanced Mode RoadRunner Select Orientate to Alignment Or lentatien reg The Stake Mode changes to Chain amp Offset 4 Guidance Arrows amp Graphics 4 Select Guidance Arrows amp Graphics Work Corrid 100 000 n Slope Method None Select Work Corrid 10 000m to define the coe Expand YES Warning P working corridor left and right of the centre line i ai azar Press PAGE F6 to move to the Check page corr PAGE 325 Quick Start Tutorial Advanced Mode RoadRunner 326 Description 18 Select Quality Check None Select Beep near Pt Off Press PAGE F6 to move to the Info amp PIt page Road Configuration Beep near Pt ott p uzat CONT PAGE 19 Select Info Type Stake Strgl Select Plot Type Cross Plot Select Update X Sec 0 5m or 2s for the update frequency of the cross section view Select Vertical Exg 2 for the vertical exaggeration for the cross section plot Press PAGE F6 to move to the Logfile page Road Configuration Info Type Stake Strg 1 ff Plot Type Cross Plot lt gt Pole Graphic Std Bitmap Update X Sec 0 5m or 2s4 Vertical Exg 24 Q2a T CONT EDIT PAGE 20 Select Write Logfile Yes Points are stored in the measurement job as well as the log file Select File
137. in stake out and check shows a long section height over chainage of the design Field Option Description of Field Pole Graphic Std Bitmap The pole indicating the current position in the stake out and check Plot page is shown as a standard bitmap Actual Height The pole indicating the current position in the stake out and check Plot page is scaled depending on the choosen pole height Update X Sec 0 5m or 10s Update frequency of the cross section view on the 1 0m or 30s or Plot page when working in tracking mode 5 0m or 1min E The current position is updated with the selected frequency Also all values shown for stake out or on the info pages are perma nently updated Only the representation of the cross section is updated after a chainage difference of X m and any X s min K If not working in tracking mode the cross section view is updated with every measure ment K Ahigh update frequency can result in a lower measurement performance Vertical Exg 0 5 1 2 5 or 10 Vertical exaggeration for cross section plots Vertical plot scale relative to horizontal Next step PAGE F6 changes to the Logfile page Configuring RoadRunner 155 Configuring 6 3 4 The Logfile page RoadRunner The Logfile Page 156 Road Configuration General fheck Tnfn amp P it ngfile Write Logfile File Name logfile txt Format File KG CONT F1 uzat
138. inge Right Line 7 Right Hinge i To apply these particular changes the reference line for Se e PerpendicuTar the X Slope can be shifted using the Shift Reference Line menu function Select the Ref Surface either via the slide bar or by using the graphical selection by At using SELCT F4 The required element for the refer CONT CLEAR SELCT ence shift is then confirmed with CONT F1 Description of fields Field Option Description Ref Surface Slide bar Left Line output Shows the name of the left stringline from the with slidebar selected surface Right Line output Shows the name of the right stringline from the with slidebar selected surface Shift Mode Choicelist The vertical shift applied to the surface selected via the slidebar Plumbline The shift defined under Shift Value gets applied following the plumbline Working with the Extras Menu RoadRunner 245 Working with the Extras Menu RoadRunner 246 Field Option Description Perpendicular The shift defined under Shift Value gets applied perpendicular to the selected surface Ref Surface Shift Value Input Value the selected surface Ref Surface gets shifted following the chosen Shift Mode Left Strin LeftCatch Right Strin LeftHinge N aT NEXT lt gt ZOOH ZOOH BACK Stake X Slope X Reneral Stake Tnfn Pint Ch 149 401 lt 0 826 4 0 342 en E A s aT ALL DIST
139. int job as defined by the project Meas Job The measure job as defined by the project RoadRunner 17 Step 2 RoadRunner Setup Displaying the methods RoadRunner 18 Field Description of Field Road Job The road job as defined by the project DTM Digital Terrain Model Job The DTM job as defined by the project R 1 Application RR Road 4 Stake Check Hethod Hode Project Fixpoint Job fixpoint job Neas Job measure job Road Job Roundabout DTN Job Soccer DTH Q2at CONT CONF PROJ DATA 2 Stringline Indiv Strin X Slope Slope Manual Slope Crown Layer DTH CONT Press SHIFT METHD F2 to show hide the relevant stake check methods Choose to display only those methods which will be used for the survey These settings can always be changed later These settings apply only to RR Road and not to RR Tunnel or RR Rail These settings will apply to both Stake and Check Describing the methods Field Description of Field Stringline For Stake or Check To stake check any type of line for example a centre line or kerb Individual Stringline For Stake or Check Similar to the previous method when staking checking any line of a layer With this method no centre line needs to be defined for the layer The stake check is therefore always in relation to the chainage of the line itself and not t
140. ion Project Config These configuration settings refer to general parameters that apply to all projects road tunnel and rail projects They define the appearance and behaviour common for all parts of the RoadRunner program Road Config These configuration settings refer to parameters that apply only to Road projects Tunnel Config These configuration settings refer to parameters that apply only to Tunnel projects for TPS Rail Config These configuration settings refer to parameters that apply only to Rail projects The Rail configura tion consists of four pages where parameters relating to the configuration of the program may be modified RoadRunner 135 Configuring 6 2 6 2 1 Accessing the screens Description The General page RoadRunner 136 Configuration Settings for the Project Project Config The General Page Select Project Config on the RoadRunner Configuration screen and press CONT F1 This defines the appearance behaviour common to all parts of the RoadRunner program Display Mask Chain Format Slope Format X Slp Format Slope Signs Show Tang Pt Expand Lines CONT F1 To confirm the changes and move to the previous screen DMASK F3 uzat To configure the selected display mask Refer to the CONT DHASK PAGE Technical Reference Manual Field Option Description of Field Display Mask Choicelist Selects t
141. is field shows AChainage AOffset or AOff Output Horizontal offset between the defined posi tion and the current position The Stake Offset defined on the General page is taken into account AHeight or AHt Output Vertical offset between the defined position and the current position The Stake Ht Diff defined on the General page is taken into account Step 4 Measuring Field Description of Field Near Tang Pt or NrTP Output Chainage difference between the meas ured point and the nearest tangent point start end point of a road segment of the design This field is independent of the chosen Orientation and Guid ance in the RR Road Configuration TPS12_233 a Vertical alignment b Horizontal alignment Only tangent points start end point of a road segment are detected RoadRunner 95 Step 4 Measuring 5 4 Description RoadRunner 96 The Info Page A user defineable Info page exists for each of the stake methods and check methods Refer to 6 4 Road Stake Out Info Page and Road Check Info Page for information on all available items for the Info page and how to select them 5 5 The Plot page Step 4 Measuring The Plot Page Road Stake Description Stake Stringline ACh 3 173 1 291 1 0 070 000 s1 ed OO O Q2at ALL DIST REC CH lt PAGE PAGE gt The Plot page for Road Stake shows informatio
142. k Crown refer to 6 4 7 Info Page for Crown Check Layer refer to 6 4 8 Info Page for Layer Check DTM refer to 6 4 9 Info Page for DTM Stake Strgl refer to 6 4 3 Info Page for Stringline Stake Ind Strgl refer to 6 4 4 Info Page for Individual Stringline Stake X Slope refer to 6 4 5 Info Page for X Slope Stake Man Sip refer to 6 4 6 Info Page for Slope Manual and Slope Stake Slope refer to 6 4 6 Info Page for Slope Manual and Slope Stake Crown refer to 6 4 7 Info Page for Crown Stake Layer refer to 6 4 8 Info Page for Layer RoadRunner 161 Configuring 6 4 3 Description Access step by step Available items RoadRunner 162 Info Page for Stringline This info page is used for the following methods e Road Check Stringline e Road Stake Stringline Step Description 1 Select Road Config in RR Configuration 2 Press PAGE F6 until the Info amp PIt page is active 3 RR Road Configuration Info amp PIt page Choose the Info Type to change for Road Check Info Type Check Strgl for Road Stake Out Info Type Stake Strgl 4 Press EDIT F3 to move to RR Define Info Display Modifying of the selected Info Type can now begin bi wets Cc a RR12_043 Stringline to stake out Centre line Strgl Offset Strgl Ht Diff CL Offset CL Ht Diff Daon hat a A wre wa
143. ke Refpoint 4 Stake out the reference point using AOffset When AOffset is equal to zero the reference peg position has been found 5 Place the pole on top of the reference peg The value for AHeight indicates how far below the top of the peg the batter has to be placed 6 Place the pole on the position of the batter rail to be used as a reference for the slope values to mark on the batter rail AHeight should now read zero Note that all values shown under the Info page are relative to the original slope 7 ESC to return to RR Stake Slope Stake out the next catch point from this screen 5 11 Measuring Road Crowns Graphical overview Road Stake Road Check r r _ X X h hk a RR12_040 RR12_076 a Position to stake out in this case the left stringline of the crown a Left stringline of the crown b Middle stringline of the crown in this case b Middle stringline of the crown common for also the centre line both X slopes c Left X slope to stake out c Left X slope to check d Right X slope to stake out d Right X slope to check e CL Offset e CL Offset f AOffset f AOffset g AHt Left g AHt Left h AHt Right h AHt Right Description When staking road crowns it allows the stake out of two X slopes at the same time If the zig zag mode is selected RoadRunner automatically switches between the right and left X slope as the reference for AOffset depending on whether the measur
144. ke and Check Measurements for information on layers Description Referto chapter 1 RR Selection Wizard Start Choose Task Type Layer 4 3 2 2 Define Task Name and select the type of shifts to add Shift Verticl No horizontal Shift Horiztl can be added to a layer Zig zag mode can not be used with slopes 3 Press NEXT F1 RR Selection Wizard View Choose the Layer and Plot Chainage Select View Cross Section is fixed 5 Press NEXT F1 6 RR Selection Wizard Select Graphical representation of the selected layer at the defined Plot Chainage 7 Press NEXT F1 RR Selection Wizard Define Step 3 Working in Advanced mode RoadRunner 77 Step 3 Working in Advanced mode RoadRunner 78 Description Define Exp endSlp Use Min Max Min Chainage and Max Chainage Referto chapter Depending on the selection for Shift Horiztl and Shift Verticl the next steps vary If Shift Horiztl None Shift Verticl None continue with step 10 If Shift Horiztl and Shift Verticl are not set to None then press NEXT F1 to define the shifts and then continue with step 10 4 3 7 10 Press FINSH F1 to confirm all wizard steps and exit the wizard 4 9 Description DTM selection step by step Selecting Digital Terrain Models DTM Unlike all other objects DTM s are not related to a centre line Therefore it i
145. king in Advanced mode RoadRunner 57 Step 3 Working in Advanced mode RoadRunner 58 Field Option Description of Field Shift Verticl User input Vertical shift for the DTM A positive shift moves the DTM up A negative shift moves it down RR12_051 Next step IF the task is to THEN move to the next step of the selection wizard NEXT F1 to confirm all steps of the selection wizard and exit it if itis the FINSH F1 last screen of the selection wizard 4 3 6 Selection Wizard Slope Screen Description Depending on the Slope method chosen in RR Road Configuration General page the following screens appear IF THEN Slope method None and Slope method Ref Point Surf e No screen for slope stake definition is available Slope method Batter rail e The screen to define batter rails for cut and fill slopes is used e Refer to RR Selection Wizard Slope batter rails screen for information on defining the batter rail Slope method Reference Point e The screen to define the reference point is used e Refer to RR Selection Wizard Slope reference peg screen for information on defining the reference peg Slope method Reference The screen to define the reference batter is used Batter e Refer to RR Selection Wizard Slope reference batter screen for information on defining the batter rail Access The screen is accessed a
146. line is fixed Define Task Name Use Zig zag and select the type of shifts to add Shift Horiztl and Shift Verticl Press NEXT F1 RR Selection Wizard View 4 3 3 Define Select View Plot Chainage and select the Layer Press NEXT F1 5 RR Selection Wizard Select 4 3 4 lt F2 and gt F3 to select the stringline by moving right and left or click at a line If Task Type Centreline the selection is fixed to the centre line of the layer 6 Press NEXT F1 Description Referto chapter 7 RR Selection Wizard Define 4 3 5 Define Stake Mode Use Min Max Min Chainage and Max Chainage 8 Depending on the selection for Shift Horiztl and Shift Verticl the next 4 3 7 steps vary If Shift Horiztl None Shift Verticl None continue with step 9 If Shift Horiztl and Shift Verticl are not set to None then press NEXT F1 to define the shifts and then continue with step 9 9 Press FINSH F1 to confirm all wizard steps and exit the wizard Step 3 Working in Advanced mode RoadRunner 67 Step 3 Working in Advanced mode RoadRunner 68 4 5 Selecting X Slopes Description X slopes consist of two stringlines representing their left and right edge Refer to 11 3 Basic Elements for Road Stake and Check Measurements for information on X slopes X slope selection step by step Description Referto chapter RR Selection Wizard Start 4 3 2
147. may be used as the approxi mate catch point Based on this approximate catch point the projected catch point d on the slope is calculated The projected catch point d is then used as a starting point for the stake out of the surface reference peg g The second step is to define the hinge height difference To do this select Place Surface Reference Peg from the Extras Menu The third step is to stake out the surface reference point relative to the projected catch point Values in RoadRunner Stake Slope Refpoint Stake page will guide you straight to the position to place the peg The defined hinge height difference Def Hinge Ht Diff h is already taken into account Values to be marked on the reference peg can be found on RoadRunner Stake Slope Refpoint Info page The closer the real catch point and the approximated stake out catch point are the closer the projected catch point gets to the real catch point Select Slope Method Ref Point Surf in RR Road Configuration General page Refer to 6 3 Configuration Settings for the Program Road Config for information on how to change the slope method Understanding Stake and Check Basics RoadRunner 295 Understanding Stake and Check Basics 11 7 5 Description Slope method to be used RoadRunner Slope Staking With Batter Rails 296 When staking out slopes with the batter rail method the grade of the slope is marked with a board Using this
148. method for slopes and X slopes All slopes sign defines from left to right inde pendent of whether left or right of the centre line Slope signs defined relative to from the centre line relative to CL relative from CL RR12_054 Show Tang Pt None Hz Vt Hz and Vt To define if a message box should be shown when a tangent point has been detected within the chainage increment range This tangent point can be selected for stake out Refer to 5 3 The Stake Page for further details No tangent points will be indicated Indicate tangent points of the horiz alignment only Indicate tangent points of the vert alignment only Indicate all tangent points Configuring Field Option Description of Field Expand Lines Expand each stringline at its beginning and end with a tangent The extension is used for projecting a point to the stringline and for intersecting the string line Yes j a a Centreline T b Extended E centreline c Projected point on extended RR12_094 centreline K Intersection points on extended stringlines are not shown in cross sections and can t be staked out No j a Centreline b Projected point eee on centreline RoadRunner 139 Configuring RoadRunner 140 Field Option Description of Field It is recommended to use Expand Lines No when working with closed alignments e g roundabout slip road motorway exit Nex
149. method it is not necessary to stake out the catch point first 2 e Kd RIRS kd 7w a e aa RR12_024 1 Batter rail for a cut 2 Batter rail for a fill a Slope to stake out b Natural surface c Catch point of the slope d Rail over ground Rail over Grd e Rail over batter Rail ov Batt The defined Rail over Grd should guarantee that the rails are positioned as high as possible to make them easier to use Select Slope Method Batter Rail in RR Road Configuration General page Refer to 6 3 Configuration Settings for the Program Road Config for information on how to change the slope method 11 7 6 Staking Batter Rails Using a Reference Point Description This method is used if batter rails with a constant distance from the inner peg to the catch point are required Slope to stake out Natural surface RR12_025 Defined reference point offset Ref offset a b c Catch point of the slope d Height of the traveller Traveller Ht Workflow Staking out batter rails the reference peg method is separated in two steps Step Description 1 The first step is to stake out the catch point of the slope The reference point offset Ref Offset and traveller height Traveller Ht are not taken in account in this step Based on this approximate catch point the projected catch point on the slope is calculated The projected catch point is used as a starting poi
150. n Press NEXT F1 8 RR Selection Wizard Select 4 3 5 Description Referto chapter Define Refrence Line Use Min Max Min Chainage and Max Chainage Only the left most and right most stringline of the crown may be selected as reference line Stake offsets height differences are relative to the refer ence line and symmetric to the middle stringline of the road crown 10 Depending on the selection for Shift Horiztl and Shift Verticl the next steps vary If Shift Horiztl None Shift Verticl None continue with step 10 If Shift Horiztl and Shift Verticl are not set to None then press NEXT F1 to define the shifts and then continue with step 10 4 3 7 11 4 3 11 Press FINSH F1 to confirm all wizard steps and exit the wizard Step 3 Working in Advanced mode RoadRunner 81 Step 3 Working in Advanced mode The Zig Zag Mode 4 11 Description RoadRunner 82 If staking out a street that is defined as a centre line with offsets of 2 5 m left and right the zig Zag mode allows you to toggle between the two lines to stake out te RR12_073 Centre line Defined Stake Offset Parallel right stringline a b c d Parallel left stringline The zig zag mode is available for the following stake out check methods Type Description Stringline Toggle between parallel stringline left and right X slope Toggle between le
151. n about the measured point relative to the design as defined by the selected layer and stringline and the values entered on the General page The following information is shown 1 Chainage difference between the measured point and the defined chainage When working with random chainages that is when no defined chainage has been entered on the General page ACh changes to Ch the current chainage as shown on the Stake page Horiz distance left right arrow to the design Vert distance up down arrow to the design The measured point The element to stake is shown in bold The position to stake is marked with a cross ak won 6 The plot can be shown as a cross plot plan view or profile view as defined by the Plot Type setting in RR Road Configuration Info amp PIt page RoadRunner 97 Step 4 Measuring RoadRunner 98 Road Stake Description The information at the top of the plot corresponds with the information on the Stake page only when Orientation To Alignment is set in RR Road Configuration General page Road Check Description Check Stringline X The Plot page for Road Check is similar to Road Senara ee 1 0 070 Stake The only difference is that the current chainage is always shown as shown on the Info N Va age j J pag e mad uzat ALL DIST REC lt PAGE PAGE gt Refer to 11 4 and 11 5 for details on plots with shifts and stake offsets height d
152. nage 285 746 n End Shift 0 000 n Before After None df NEXT F1 To move to the next screen of the selection uzat BACK F6 NEXT BACK To move back to the previous screen of the wizard Field Option Description of Field Shift Type Output Type of shift selected for the object on the first Horiz ReCurve Vert ReCurve screen of the wizard Horizontal reverse curve Vertical reverse curve Refer to 12 2 Horizontal and Vertical Shifts for more information on shifts Beg Chainage User input Chainage from which on the shift is added Step 3 Working in Advanced mode RoadRunner 63 Step 3 Working in Advanced mode RoadRunner 64 Field Option Description of Field Beg Shift User input Shift of the object at Beg Chainage End Chainage User input Chainage till which the shift is added End Shift User input Shift of the object at End Chainage Before After Defines the object outside of the defined shift range None The object only exists within the defined shift range Steps Before after the defined shift range no shift is added Parallel The Beg Shift End Shift are continued parallel None Step Parallel RR12_057 Next step IF the task is to THEN move to the next step of the selection wizard NEXT F1 to confirm all steps of the selection wizard and exit it if it is the FINSH F1 last screen of the selection wizard Define h
153. nced Mode 212 7 4 Creating a New Project 213 7 5 Editing an Existing Project 214 7 6 Deleting an Existing Project 216 8 Managing the Road Job 218 8 1 Overview 218 8 2 Working with the Design Data Stringlines and Layers 219 8 3 Working with the Tasks Advanced Mode 222 8 4 Creating a New Road Job 223 8 5 Deleting an Existing Road Job 225 8 6 Working with a DTM Job 226 9 Viewing and Editing the Design Data 228 9 1 Overview 228 9 2 Viewing the Design Data 230 9 3 Editing the Design Data 236 10 Working with the Extras Menu 240 10 1 Overview 240 10 2 Common Extras DTM Height 241 10 3 Common Extras Shift Reference Line 244 10 4 Common Extras Reinitialise Search 248 10 5 Extras for Stringline 249 10 6 Extras for X Slope Layer and Crown 260 10 7 Extras for Slope 262 Table of Contents RoadRunner Table of Contents RoadRunner 10 11 Understanding Stake and Check Basics 268 11 1 Overview 268 11 2 Basic Terms 269 11 3 Basic Elements for Road Stake and Check Measurements 271 11 4 Shifts 275 11 4 1 Overview 275 11 4 2 Shifts for Stringlines Slopes Layers and DTM s 278 11 4 3 Shift for X Slopes and Road Crowns 279 Stake Offset and Stake Height Difference 281 Stake and Info Screens 283 11 6 1 Overview 283 11 6 2 Stake Offset Height Difference Working Example 285 11 7 Methods for Slope Staking 289 11 7 1 Overview 289 11 7 2 General Slope Stake Out 291 11 7 3 Slope Staking Using a Reference Point 292 11 7 4 Slop
154. nds the centre line point c with the minimum perpendicular offset f With a defined working corridor e RoadRunner would display with a message telling you that the measured position is outside of the defined centre line a Centre line b Measured position c Projected point on the centre line d Defined offset range for the working corridor e Working corridor RR12_081 b f Offset from the centre line if no working corridor is used The working corridor is defined via Work Corrid in RR Road Configuration General page Refer to 6 5 Auto Positioning TPS only for information on RR Road Configuration Understanding Stake and Check Basics RoadRunner 303 Understanding the Geometry RoadRunner 304 12 Understanding the Geometry 12 1 Horizontal and Vertical Geometry Elements Horizontal alignment RoadRunner supports the following elements in the horizontal component of alignments e Straights e Arcs e Clothoids entry and exit as well as partial e Cubic parabolas e Full Partial Bloss curves parabola of degree five e Multipoints all elements that cannot be described by one of the previous types are represented by discrete points along the curve For example a line parallel to a clot hoid Vertical alignment RoadRunner supports the following elements in the vertical component of alignments e Straights e Arcs Quadratic parabolas e Multipoints all elements that cannot be described by one of the previo
155. ne used for design shifts a Centre line a b Stringline on left side 9 cc Negative stake offset f d Negative stake height difference e Stringline on right side f Positive stake offset RR12_011 g Positive stake height difference RoadRunner offers for all stake out methods a page showing a graphical representation of the measured position in relation to the cross section If stake offset and or stake height difference are used the plot shows the original cross section view of the design as well as the position to stake out The position to stake out is marked by a cross zoom in zoom out Stake Stringline General Stake Tnfn Pint ACh 1 030 lt 0 767 0 321 a J The position to stake out with the applied stake offset aT and or height difference is indicated in the cross ALL DIST REC Ch lt PAGE PAGE gt section plot by a cross 11 6 Stake and Info Screens 11 6 1 Overview Two positions When staking out you are first of all interested in finding the position you want to place the peg In the next step you have to write the required information on the peg Two steps Stake out may be divided into two sequential steps Step Description 1 Find the position to place the peg 2 Mark the information on the peg that allows its final position to be determined The dialog used for stake out in RoadRunner reflects these two steps One page the Stake
156. nfiguration 2 Press PAGE F6 until the Posit page is active 3 RR Configuration Posit page Choose Auto Position Advanced Make sure that the instrument uses the reflectorless EDM mode 4 After stake out of the peg at the correct position with RR Stake X Slope aim the instrument at the peg Press SHIFT POSIT F4 to start the iterative positioning of the instrument 6 RR Auto Position Configuring Step Description Highlight Height Dir fixed 7 Press CONT F1 CS The instrument will search for the point on the peg at the required height without changing the horizontal direction CS As soon as the defined Height Tol from RR Configuration Posit is reached the instrument stops Refer to 6 5 Auto Positioning TPS only for more information CS _ Depending on the settings chosen on RR Configuration Posit page the instru ment turns on the red laser to mark the height RoadRunner 207 Managing the Project RoadRunner 208 7 Managing the Project 7 1 Overview Description e Working on a construction site implies working with various data such as e Control points as reference e Data for road stake out e Measurement data e DTM s etc e To avoid having to select individual data sets each time the application is used data can be grouped into projects This makes the selection much easier and reduces the risk of selecting wrong data set
157. nge in slope e Gutters e Pipelines cables and any other alignment related design feature Understanding Stake and Check Basics RoadRunner 271 Understanding Stake and Check Basics RoadRunner 272 X slopes Slopes TP a a by a Stringline to stake out or check in this case the centre line b Stringline offset Strgl Offset RR12_003 c Stringline height difference Strgl Ht Diff X Slopes are defined by two stringlines The two stringlines define the right and left edge of the X slope One of the two stringlines is used as the reference line X slope to stake out or check Reference line Horizontal offset to reference line Ref Offset Height difference to reference line Ref Ht Diff Height difference to expanded X slope X SlIp Ht Diff RR12_004 e Slopes like X slopes are defined by two stringlines Different to X slope only one edge of the slope the hinge point is known The second edge catch point or daylight point is defined by the intersection of the slope and the natural surface As the natural surface is unknown this edge can only be staked out in the field To find and stake out the catch point is the most important task if working with slopes Surfaces Centre line Slope Hinge Point Second stringline defining the slope Catch point Natural surface AOffset from the slope Height difference AHeight from the slope O9QqQq oo weroaow re wa re RR12_005 e a
158. nge points HL HR and the slope points SL SR fill Layer two gravel Defined by the two hinge points HL HR and 2L 2R Managing the Road Job Type Description Layer three final surface Defined by the centre line CL and by 1L 2L 1R 2R Stringlines are referenced by layers and can be used in more than one layer Every layer is relative to a centre line This centre line does not have to be a part of the layer In the previous example layer one general fill uses the centre line for calculation even though the centre line is not part of the layer surface Whereas the centre line is part of layer three final surface RoadRunner 221 Managing the Road Job 8 3 Description RoadRunner 222 Working with the Tasks Advanced Mode When staking out or checking a road it is often the case that it is not possible to finish a particular task in one go RoadRunner gives you the possibility of storing the element to be staked out or checked together with all defined settings as a work task Tasks are stored as a part of the project Such tasks are also useful when working in a noisy and rough environment where it is not possible to reflect on whether a particular parameter should be used or not In this case you can define a task in the office and simply call up the task in the field Every element defined for stake out or check independent of whether it is a stringline slo
159. nt can be staked either directly or indirectly In the case of an directly staked out point the peg ends up at exactly the position of the point to be staked out Staking the same point indirectly the peg will be placed with a certain offset to the point Direct stake out Stake Offset One reason to stake out a point indirectly is that the peg would not last long at the position of Indirect the actual point In this example the peg Cross Section stake out staked out directly would be removed as RR12_009 soon as the excavation work starts Horizontal stake offsets are like shifts always defined perpendicular to the centre line of the layer the stringline s belongs to For X slopes and road crowns the stake offset is applied following the same rules as pointed out for horizontal shifts Refer to 11 4 Shifts for more information For each stake out method a horizontal and or vertical offset may be defined The stake offset and stake height difference are defined on the General page of the stake out Refer to 11 6 2 Stake Offset Height Difference Working Example for information on defining stake offsets height differences Understanding Stake and Check Basics RoadRunner 281 Understanding Stake and Check Basics RoadRunner 282 Sign convention for stake offset and height difference Plot page with stake offset and stake height difference The sign convention for stake offsets and height differences is identical to the o
160. nt for the stake out of the refer ence peg The second step is to stake out the reference point relative to the projected catch point Values in RoadRunner Stake Slope Refpoint Stake page will guide you straight to the position to place the peg The defined reference point offset Ref Offset and traveller height Traveller Ht are taken into account Values to be marked on the batter can be found on RoadRunner Stake Slope Refpoint Info page Understanding Stake and Check Basics RoadRunner 297 Understanding Stake and Check Basics RoadRunner 298 Slope method Select Slope Method Reference Batter in RR Road Configuration General page Refer to 6 3 Configuration Settings for the Program Road Config for information on how to change the slope method 11 8 Chainage or Station Equations Description Chainage or station equations are used to adjust the alignment chainage or station The most common reason for doing so is the insertion or removal of curves during the design process Inserting or removing a curve would require recalculating the chainage or station of an entire alignment Using chainage or station equations eliminates this need Chainage or station equations can create either a gap or an overlap as shown in the following diagrams 12345678910 i Gap chainage or station equa tion Chainage or station 15 16 17 18 19 20 21 22 23 back 10 chainage or station ahead 15
161. o 10 3 Common Extras Shift Reference Line Menu function Description Additional Layer Info Refer to 10 5 Extras for Stringline for details Working with the Extras Menu RoadRunner 261 Working with the Extras Menu 10 7 Description Extras Menu Extras for Slope RoadRunner 262 The extra functionality for the staking and checking of Slopes is similar to the extra function ality for manually defined slopes and design slopes Depending on the Slope Method chosen in RR Road Configuration the menu items may vary Differences are pointed out in the table below Decrement Chainage 04 Get Current Slope 06 Edit Rail Settings 07 Place Reference Peg 08 Shift Reference Line 09 Additional Layer Info hed corr Wo C k I Description of menu functions CONT F1 To start the highlighted extras item Menu function Description AChainage 0 To set def Chainage on the General page to the current Chainage K This extra functionality is only available for stake out methods Decrement Chainage To decrement the def Chainage on the General page of the stake out by the Ch Increment Menu function Description Manual Slope To access RR Slope Definition which allows a manual slope to be defined The defined manual slope is then used for all points to stake out or check E The manual slope is active until it is turned
162. o Page and Road Check Info Page Overview Depending on the working method used on the construction site different information is written on the stakes RoadRunner displays the information to be written on the stake on the Info page The Info page can be customised to display the required information for each stake out and check method Defining Info pages for RoadRunner follows the same philosophy used for display masks Refer to the Technical Reference Manual for information on display masks Road Check Info Pages and corresponding Methods Nr Method Info Page type Description 1 Stringline Check Strgl Used for Stringline 2 Individual Stringline Check Ind Strgl Used for Individual Stringline 3 X Slope Check X Slope Used for X Slope 4 Slope Manual Check Man Sip Used for Slope manual 5 Slope Check Slope Used for Slope 6 Crown Check Crown Used for Crown 7 Layer Check Layer Used for Layer 8 DTM Check DTM Used for DTM Road Stake Info Pages and corresponding Methods Nr Method Info Page type Description 1 Stringline Stake Strgl Used for Stringline 2 Individual Stringline Stake Ind Strgl Used for Individual Stringline 3 X Slope Stake X Slope Used for X Slope 4 Slope Manual Stake Man Sip Used for Slope Manual 5 Slope Stake Slope Used for Slope 6 Crown Stake Crown Used for Crown 7 Layer Stake Layer Used for Layer
163. o access the configuration settings rojec Fixpoint Job fixpoint job Refer to 6 Configuring Heas Job measure job PROJ F4 Road Job Roundabout DTN Job a Soccer DTH To edit the currently selected project Qat Refer to 7 Managing the Project CONT CONF PROJ DATA DATA F5 To view edit the road data in the road job Refer to 9 Viewing and Editing the Design Data SHIFT METHD F2 To show hide the relevant stake check methods Field Description of Field Application To select the relevant program This field lists all of the programs that have been loaded into the Road Runner group Ensure that RR Road is selected RR Road KU RR Tunnel i RR Raills Application Stake Check Nethod Step 2 RoadRunner Setup Field Stake Check Description of Field To select either Stake or Check for the survey RoadRunner Setup Application Stake Check Nethod eae SS Method To select the relevant method for the survey All stake check methods are listed This list can be configured so that only the relevant methods for the survey are shown RoadRunner Setup Application Stake Check Hethod g o Hode ndivy Stringline Project X Slope Fixpoint Job Nanual Slope Heas Job Road Job DTN Job Mode Application Stake Check Nethod Node Project Project To select the relevant project for the survey Fixpoint Job The fixpo
164. off with Reset Slope to Design from Extras Get Current Slope To access RR Slope Definition The slope ratio Current Ratio of the last measured position is used as the defined Slope Ratio All others values in RR Slope Definition are filled in with the last measured position The defined manual slope is used for all points to stake out or check K The manual slope is active until it is turned of with Reset Slope to Design from Extras Reset Slope to Design To deactivate a manually defined slope and return to the slope defined in the design E Reset Slope to Design can be used as an indicator if working with an manual slopes as it is only enabled if a manual slope is active Place Surface Reference Peg To type in a define hinge height difference K Place Surface Reference Peg is active for Slope Method Ref Point Surf Shift Reference Line Refer to 10 3 Common Extras Shift Reference Line Working with the Extras Menu RoadRunner 263 Working with the Extras Menu Defining slopes manually RoadRunner 264 Menu function Description Additional Layer Info Refer to 10 5 Extras for Stringline for details Description Slopes are defined relative to the centre line e b f a Centre line IN b Hinge point c New slope d def Hng Off e def Hng HtD RR12_038 f Slope Ratio Screen Slope Definition Ref Line TUTORIAL Hinge Type MEE EA i def Hng
165. oint SUMMGMIMNG anioner aa E shee acaddnendesees setts 66 FANON I seeen ae E E 91 Maio sees seesssseeeeeesssttecesssnteceesenteeeceennnenetetan 46 Priority of heights sn ntita cc uiecenntedaucee 91 X S OPE vsnssssssisssttistrrsstttssenrsstntrstnnrst atten arrete tnnnr trans 68 Project S T en eee neem 275 305 Dele E aor eaten ee ate Die ORSIRIIE yaipa 49 308 OE Dia CINARAN ete pea aia ee ne 307 a eame enim acne a a ic A 49 308 REVNE en paciaelen saree naan 45 305 R SIGN CONVENTION sosina i iaaa 276 Reference point vise cciscnansassssciadccasmriveindditsvemncndisnivecnsaale 292 X S OPE ose senses 279 Reference point Surface o on GA SNOUIdET sirieias ag a ai 269 Road job Slope nineio a a a a ai aaa 272 Delete aie ee trsa ntt tirrr enerne 225 Batter rail 2 esses eecseeetsnteeseeteeeneesseneesins 60 eee ee eer eee annen nrn 223 ZAG esses tees tees eeesnteeesneeeentesseeeeeneeetennetenntee 262 FOMMALE sarsicce AN 137 S Get CAIN ca sincere cspecarndenSesarcdonestetinatanrisaereanentis 263 Selecting 2nd stringline 20 0 0 cecceecssseceeseeesesteeeeeees 23 INTO PAGE sercu a 180 Selection Wizard o ccccccccsssesssssssesssssessssssesssssessssnes 41 Manual sects tsesestantresecentantecinessiaecenenrvnertss 75 263 264 Centraline sisena i 66 Method eees teense neeeeeeeenteceeeeteineetenntee 147 Define SCreen arch ccercssearaereiatradneduientacnanecanaane 51 Reference batter eeseetsetesnetsentetee 61 By Geert ere eeerees aerate ee rete er
166. on RoadRunner Stake Slope Refpoint Info page The closer the real catch point and the approximated stake out catch point are the closer the projected catch point gets to the real catch point Slope method to be Select Slope Method Reference Point in RR Road Configuration General page Refer used to 6 3 Configuration Settings for the Program Road Config for information on how to change the slope method Understanding Stake and Check Basics RoadRunner 293 Understanding Stake and Check Basics RoadRunner 294 11 7 4 Description Workflow Slope Staking Using a Reference Point Surface When staking out slopes using the reference point surface method the reference peg is staked out with a defined height difference to the hinge point Slope to stake out Natural surface Catch point of the slope Reference peg Defined hinge height difference Hinge point a Slope to stake out b Natural surface c Real catch point d Projected catch point e Approximate staked out catch point after three iterations f Hinge point g Reference peg RR12 097 h Defined hinge height difference Def Hinge Ht Diff wna Slope method to be used Step Description The first step when staking out is to find the catch point of the slope As the natural surface is unknown this has to be done iteratively As soon as the measured posi tion e is close enough to the real catch point c it
167. onent of the centreline I Vertical chainage Vert Chainage Chainage Chainage Centreline RR12_089 a b c d Centreline height difference CL Ht Diff e Vertical square offset Vert Sqr Off CL Grade Output Grade of the centre line at the current position Dirc to Point Output Direction from the current position to the point to stake out RoadRunner 165 Configuring RoadRunner 166 Field Option Description of Field Dist to Point Output Distance from the current position to the point to stake out Def Easting Output Easting of the point to stake out Def Northing Output Northing of the point to stake out Def Height Output Height of the point to stake out Act Easting Output Easting of the current position Act Northing Output Northing of the current position Act Height Output Height of the current position Curr Des Est Output Easting of the design for the current position relevant point at the centreline Curr Des Nor Output Northing of the design for the current position rele vant point at the centreline Curr Des Hgt Output Height of the design for the current position relevant point at the centreline Quality 3D Output The 3D coordinate quality of the point coordinates Refer to 5 3 Point Management of the Technical Reference Manual for detailed information Next step CONT F1 to confirm the changes
168. ons a measured position is shown relative to the individual stringline by the stringline chainage and a square offset to the stringline However situations may arise where a road design has extreme changes in the deflection angle of tangent points In these cases it is not always possible to show a measured position by the nominal chainage and offset An indefinite triangle is a region in which these situations arise Points measured within an indefinite triangle are shown relative to the tangent point Graphic b RR12_091 Step 4 Measuring Road Design A a Individual stringline b Measured position displayed relative to the stringline by chainage and square offset Road Design B a Individual stringline with extreme changes in the deflection angle of tangent points b Measured position within indefinite triangle This position cannot be shown in the usual manner and is displayed relative to the tangent point b Measured position within indefinite traingle This position can be shown in the usual manner and is displayed by chainage and square offset Screen Stake Indy Stringline X General Stake Tnfn Pint Ch 84 341 4 143 1 076 8 t aid v aT Points measured within an indefinite triangle are always ALL DIST REC CH lt PAGE PAGE gt shown relative to the tangent point RoadRunner 107 Step 4 Measuring 5 9 Graphical overview RoadRunner 108 Measuring Cross Slopes Road Stake Road Che
169. ontinue RoadRunner 201 Configuring RoadRunner 202 6 5 Auto Positioning TPS only 6 5 1 Overview Description To make stake out of points even more efficient a motorised instrument offers you the possi bility to automatically aim to the stake out position Various auto positioning methods are available Type Description 2D The instrument positions horizontally in the direction of the point to stake out 3D The instrument positions horizontally and vertically to the point to stake out 2D Meas Positions the instrument using iterative measurements Advance Offers the possibility of fixing certain stake out values When using the 3D method the instrument will only point to the correct position on the ground if the point to stake out has the same height as the natural surface If the natural surface is higher than the point to stake out the measured point would be closer than the stake out point If the natural surface is lower than the point the measured point would be further away a Point to stake out defined with 3D coordinates b Position if natural surface is higher than point to stake out c Position if natural surface is lower than point to RR12_071 stake out To avoid this problem RoadRunner offers the possibility of iterative positioning using the auto position method 2D Meas Configuring RoadRunner 203 Configuring 6 5 2 Description Workflow RoadRunner 2
170. or Cross Slopes 29 3 6 The Define Page for Manual Slopes 31 3 7 The Define Page for Design Slopes 33 3 8 The Define Page for Crowns 34 3 9 The Define Page for Layers 36 3 10 The Define Page for Digital Terrain Models DTM 37 4 Step 3 Working in Advanced mode 38 4 1 An Overview of Tasks 38 4 2 Selecting Layers and Stringlines 40 4 3 Creating Editing Tasks with the Selection Wizard 41 4 3 1 Overview 41 4 3 2 Selection Wizard Start Screen 43 4 3 3 Selection Wizard View Screen 46 4 3 4 Selection Wizard Select Screen 48 Table of Contents 4 3 5 Selection Wizard Define Screen 51 4 3 6 Selection Wizard Slope Screen 59 4 3 7 Selection Wizard Shift Screen 63 4 4 Selecting Stringlines Indiv Stringlines or Centrelines 66 4 5 Selecting X Slopes 68 46 Selecting Slopes 70 4 7 Selecting Manual Slopes 75 4 8 Selecting Layers 77 4 9 Selecting Digital Terrain Models DTM 79 4 10 Selecting Road Crowns 80 4 11 The Zig Zag Mode 82 4 12 Chainage Range 84 Step 4 Measuring 86 5 1 Staking Checking the Road An Overview of the Pages 86 5 2 The General Page 88 5 3 The Stake Page 93 5 4 The Info Page 96 5 5 The Plot Page 97 5 6 Measuring Points by Chainage and Offset 101 5 7 Measuring Stringlines Relative to a Centre Line 103 5 8 Measuring Individual Stringlines without Centre Lines 105 5 9 Measuring Cross Slopes 108 5 10 Measuring Manual Slopes and Design Slopes 110 5 10 1 Overview 110 5 10 2 Defining the Slope Type Using no Slop
171. orizontal and or vertical shift Description Referto chapter step by step 1 GS RR Selection Wizard Shift is accessed as part of the selection wizard Depending on the selection for Shift Horiztl Shift Verticl for the stringline in RR Selection Wizard Start the next steps vary e Unless Shift Horiztl None continue with step 2 If Shift Horiztl None continue with step 3 2 RR Selection Wizard Shift 4 3 7 Define the horizontal shift 3 Depending on the selection for Shift Verticl for the stringline in RR Selec tion Wizard Start the next steps vary Unless Shift Verticl None continue with step 4 If Shift Verticl None continue with step 6 Press NEXT F1 5 RR Selection Wizard Shift 4 3 7 Define the vertical shift 6 Continue with the next step of the selection Step 3 Working in Advanced mode RoadRunner 65 Step 3 Working in Advanced mode RoadRunner 66 4 4 Description Stringline selection step by step Selecting Stringlines Indiv Stringlines or Centrelines Stringlines are always defined relative to the centre line of the layer Refer to 11 3 Basic Elements for Road Stake and Check Measurements for information on stringlines Description Referto chapter 1 RR Selection Wizard Start 4 3 2 Choose Task Type Stringline Choose Task Type Centreline If the road job consists of no other stringlines than one centreline then Task Type Centre
172. orizontal shift Shift for X Slopes and Road Crowns To allow widening and narrowing of X slopes and road crowns only one of the two stringlines defining the X slope or crown is shifted when adding a horizontal shift This is handy for small changes to the original design like for bus stops or emergency bays a Centre line b Original stringline of the design RR12_017 c Stringline with horizontal parabolic shift For X slopes and crowns the horizontal shift is added to the stringline that is defined as refer ence line To maintain the original X slope crown ratio the stringline is shifted along the X slope crown a X Slope to shift b Reference stringline of the X slope c Second stringline of the X slope d Positive horizontal shift RR12_018 e Position of the shifted reference stringline Understanding Stake and Check Basics RoadRunner 279 Understanding Stake and Check Basics RoadRunner 280 Vertical shift The vertical component of the shift for a X slope or crown is applied to all stringlines a X Slope to shift b Right stringline of the X Slope c Left stringline of the X slope d Negative vertical shift RR12 019 e Shifted X slope 11 5 Description Stake offset Stake Offset and Stake Height Difference When conducting a stake out the aim is usually to mark the position of geometric elements defined by the design For example in the graphic below the catch point of a slope A poi
173. orthing Output Northing of the point to stake out Def Height Output Height of the point to stake out Act Easting Output Easting of the current position Act Northing Output Northing of the current position Act Height Output Height of the current position RoadRunner 171 Configuring Working with pipelines RoadRunner 172 Field Option Description of Field Curr Des Est Output Easting of the design for the current position relevant point at the stringline Curr Des Nor Output Northing of the design for the current position rele vant point at the stringline Curr Des Hgt Output Height of the design for the current position relevant point at the stringline Hgt EndVAlign Output Height at the endpoint of the vertical alignment of the stringline AHt EndVAlign Output Height difference to the endpoint of the vertical align ment of the stringline Quality 3D Output The 3D coordinate quality of the point coordinates Refer to 5 3 Point Management of the Technical Reference Manual for detailed information Next step CONT F1 to confirm the changes and continue Description When staking checking pipes a common task is to use height differences to the start end of the pipe The two Info page items for individual Stringlines enable you to add the height differ ence to the end of the vertical alignment AHt EndVAlign as well as the height of the end of the vertical alignment Ht EndV
174. out check and all the param eters defined are stored as a new working task Tasks created with the selection wizard are stored as part of the project and may be called up again e RoadRunner distinguishes between two types of tasks e Persisted tasks these tasks are stored as part of the project and can be re called Persisted tasks should be created if you will have to come back to complete this stake check survey e Temporary tasks these tasks are not persisted They are used if you have to stake check only a few points e Temporary tasks will not show up in Task Management and cannot be re called The basic steps and dialogs are common for every selection although depending on the chosen settings certain screens of the wizard are skipped Step 3 Working in Advanced mode RoadRunner 41 Step 3 Working in Advanced mode RoadRunner Define only Stake mode min max chainage Start Name element type offset types View Select Layer Graphic Selection selection view RR12_074 Slope Settings Batter rails reference points Shift horizontal vertical 42 IF the task is to THEN step from one screen of the wizard to the next one NEXT F1 to return to the previous wizard screen BACK F2 exits the wizard on the last screen of the wizard FINSH F1 4 3 2 Description Access RR Selection Wizard Start Selection Wizard Start
175. page is used as a guide to the peg position and a second page the Info page indicates the values to mark on the peg Stake Stringline General Stake Infa PTa Chainage 5 1320 CL Offeet 0 8410 AChainage 0 1320 AOffset 0 8410 AHeight 0 2540 Near Tang Pt 4 0610 aT ALL DIST REC Ch lt PAGE PAGE gt Understanding Stake and Check Basics RoadRunner The first step Stake The Stake page is used for the first step of the actual stake out It guides you to the position to be staked out If the values for AChainage and AOffset are close enough to 0 you are in the right position to place the peg 283 Understanding Stake and Check Basics RoadRunner 284 Stake Stringline X General Stake Tnfn Pint Strgl Task 5 Stringline1 Chainage 5 1320 n CL Offact 0 8410 n Strg Offset 0 8410 m Strgl Ht Diff 0 2540 n CL Ht Diff 0 2540 u The second step CL Height 419 6951 8 Info Shows the information to be marked on the peg for aT the construction worker or machine operator The Info ALL DIST REC Ch lt PAGE PAGE gt page is user definable Independent if staking out stringlines X slopes slopes or road crowns the screen always shows these two pages As the information to be left on the peg varies depending on the object to be staked out and the working methods used on the site the information page is for each stake method user definable This allows to show all the required information
176. pe X slope crown layer or DTM may be stored as a task Tasks are created in the same way as elements are selected during stake out or check Refer to 4 Step 3 Working in Advanced mode for more information on creating tasks using the selection wizard Tasks use the basic elements of every road job stringlines Deleting or modifying a stringline used for a task automatically affects the task The seven last used tasks used on the project of each stake out check type are remembered For example the stake out method Stringline retains the last seven stringlines staked out checked in this project 8 4 Description Manually entered data Converted data Managing the Road Job Creating a New Road Job There are two ways of creating road jobs Typing them in manually by using the Alignment Tool Kit ATK program OR Converting data created in a design package Data can be typed in and edited with ATK or via RoadEd Refer to Alignment Tool Kit and RoadEd for information on how to enter data manually The Design to Field component of LGO offers converters from several road design and CAD packages Several design packages also include a built in converter to RoadRunner As different design packages follow different philosophies in representation creation and storage of data the conversion process differs slightly RR12_065 y The LGO LEICA Geo Office can be found on the System 1200 Office SW
177. rea once again RoadRunner will notify you Concept When expanding the centreline the geometry will be continued using the tangent of the start end point of the centreline a Centreline RR12_090 b Extended centreline Method Description When staking out in the region of the start end area of the design centreline situations occur where an expansion of the centreline is useful As soon as dropping outside the defined centreline RoadRunner will prompt if and with which method the centreline should be expanded Screen Stake Indy Stringline x ERROR 6601 The measured position is outside of the layer HZ F1 centreline n Only the horizontal alignment is expanded Select the expand centreline HZ amp V F2 the horizontal and the vertical alignment are expanded VT F3 Hz Only the vertical alignment is expanded NONE F4 Will not expand the centreline at all and for all meas urements outside the centreline no information is displayed te The extension of a centreline is made following its start end tangent Outside of the original design area correct results cannot be guaranteed Understanding the Geometry RoadRunner 309 Quick Start Tutorial Advanced Mode RoadRunner 310 13 Quick Start Tutorial Advanced Mode 13 1 Overview Description Description This tutorial guides you through some basic RoadRu nner techniques as you stake and check a bike path Designed on a CAD System the data
178. rking in Advanced mode 4 3 4 Description Access RR Selection Wizard Select cross section view RoadRunner 48 Selection Wizard Select Screen This screen allows the object to be used for the chosen task to be selected Depending on the chosen Selection View on the previous screen this screen shows either a plan or a cross section view The screen is accessed as part of the selection wizard The graphic shown is a cross section view of the layer selected in the previous step of the selection wizard The name of the stringline s defining the highlighted element are shown at the top of the screen Selection Wizard Select Line Name Centreline N N N j G2at NEXT lt gt ZOOM ZOON BACK Next step NEXT F1 To move to the next screen of the selection lt F2 To change to the previous object gt F3 To change to the following object ZOOM F4 To zoom in at the position of the current highlighted object ZOOM F5 To zoom out at the position of the current highlighted object BACK F6 To move back to the previous screen of the wizard SHIFT FIT F3 To view the whole X section NEXT F1 to move to the next step of the selection wizard RR Selection Wizard Select plan view Step 3 Working in Advanced mode Description The graphic shown is a plan view of the layer selected in the previous step of the Selection Wizard The name of the stringline
179. road level a a b Original design 15m 15m c Already built d Shifted design with 15cm shift at chainage 0 and 0 RR12_082 cm at chainage 15 While staking out the bike path you notice that the existing road level is 15 cm lower than it appears in the design you have received The bike path is half finished the construction team want to go on and do not want to remove the 15 m of gravel they have already placed One way would be now to go back and change the complete vertical alignment of the bike path RoadRunner offers you a much more efficient tool to deal with such every day construction task After a short call the foreman agrees to your idea of simply shifting the remaining 17 meters of the path to match the existing road level In the following exercise you will create a new X slope task that includes this shift At chainage 0 000 the shift applied should be 15cm to intersect with the existing road a To guarantee a smooth transition between the already finished part of the bike path c and the remaining part a linear shift will be used This means the 15cm difference are distributed linearly along the remaining 17 m of the bike path This exercise uses the tutorial data distributed with the SmartWorx DVD Copy all data from GPS1200 or TPS1200 GPS1200 or TPS1200_SampleData Applica tions RoadRunner Tutorial Onboard Exercised to the CF card under DBX If you continue from Exercise 1 you can use RR_Exercise_1 as well
180. rrent chainage CL Radius Output Radius of the centre line at the current chainage CL Type Output Curve type of the centre line CL Offset Output Perpendicular horizontal offset from the centre line This field is independent of the chosen Orientation and Guidance in Road Configuration CL Tangent Output Tangent direction of the centre line at the current chainage Width Output Horizontal width of the X slope Near Tang Pt Output Refer to 5 3 The Stake Page for details on this field Near Vt TngPt Output Distance to the nearest vertical tangent point of the design CL Grade Output Grade of the centre line at the current position Dirc to Point Output Direction from the current position to the point to stake out Dist to Point Output Distance from the current position to the point to stake out Def Easting Output Easting of the point to stake out Def Northing Output Northing of the point to stake out Def Height Output Height of the point to stake out Act Easting Output Easting of the current position Field Option Description of Field Act Northing Output Northing of the current position Act Height Output Height of the current position Curr Des Est Output Easting of the design for the current position relevant point on the X Slope Act Easting Curr Des Nor Output Northing of the design for the current position relevant point on the X Slope Act Northing Curr Des Hgt Output Hei
181. rt end point of the segment Hz Tangent The tangent direction at the start end point of the segment Hz Radius The radius at the start end point of the segment is not toggled Hz Type The current segment type is not toggled CS If a value has not been defined the field will be shown as This page shows the following Detailed vertical alignment information about the current stringline segment Segment Info Start Point x CONT F1 Hz Alignment Vt Alignment To return to the View screens Line name 4 L42 1 Chainage 1401 146 n SEG F2 kosting SaaS bat n To move to the next segment rthing E m Height 346 201 n SEG F3 Grade 32 342 1 hv To move to the previous segment Vt Radius Sawai n Vt Type Straight ENDP STRTP F4 Zaf To toggle between the start point and the end point of CONT SEG SEG ENDP PAGE the segment PAGE F6 To move to the next page Field Description of field Line Name The name of the selected stringline The following fields values can be toggled by using the ENDP STRTP F4 softkey Chainage The chainage of start end point of the segment Easting The East coordinate of the start end point of the segment Northing The North coordinate of the start end point of the segment Height The height of the start end point of the segment Grade The grade at the start end point of the segment is not toggled Vt Radiu
182. rt information if available 2nd Line Off Output Current perpendicular offset to the 2nd stringline including the defined stake check 21d Line Off of the General page 2nd Line HtD Output Current height difference to the and stringline including the defined stake check 21d Line HtD of the General page CL Ht Diff Output Height difference from the centre line CL Height Output Height of the centre line at the current chainage CL Radius Output Radius of the centre line at the current chainage CL Type Output Curve type of the centre line CL Offset Output Perpendicular horizontal offset from the centre line This field is independent of the chosen Orientation and Guidance in Road Configuration CL Tangent Output Tangent direction of the centre line at the current chainage Angle to Alig Output The defined value for the angle to alignment Act Angle to Alig Output The current angle to alignment Configuring Field Option Description of Field Near Tang Pt Output Refer to 5 3 The Stake Page for details on this field Near Vt TngPt Output Distance to the nearest vertical tangent point of the design Vert Sqr Off Output Offset perpendicular to the vertical component of the centreline This value may be useful when dealing with pipelines cables and in the construction segment Vert Chainage Output Chainage the measured point is project to perpendic ular to the vertical comp
183. s CONT PAGE screen Field Description of Field Orientation The reference direction used to stake out points The stake out elements and the graphics displayed are based on this selection to Alignment The stake out is relative to the alignment When the stake out mode Stake Mode Chain amp Offset is chosen this method is selected automatically to North The north direction of the active coordinate system is used as the reference direction Configuring Field GPS GPS GPS TPS TPS Description of Field to Sun The position of the sun calculated from the almanac in the receiver irrespective of the local time or posi tion to Last point Use the last recorded point All point filter settings are ignored Orientation is truly to the last point stored in the active job If no last point is available Orientate To Station is used for the first point to stake out to Known Point A point from the Meas Job selected to Arrow The direction of the orientation is from the current position to the position to stake out The graphic displays a moving arrow pointing in the direction of the position to stake out from Station The reference direction is from the station to the current position to Station The reference direction is from the current position to the station RoadRunner 145 Configuring Ro
184. s The radius at the start end point of the segment is not toggled Vt Type The current segment type is not toggled CS If a value has not been defined the field will be shown as Viewing and Editing the Design Data RoadRunner 235 Viewing and Editing the Design Data RoadRunner 9 3 Accessing the screens Editing the job details 236 Editing the Design Data Press EDIT F3 on the RoadRunner View amp Edit Data screen Edit Geodata new layer fentrelinep n Name Geodata new Description REB Transforma Creator hgei Device CF Card STORE F1 i To return to the View amp Edit Data screen uzat PAGE F6 STORE PAGE To move to the next page Field Description of field Name The unique name of the road job The name may be up to 16 charac ters long and may include spaces This field is mandatory Description A detailed description of the road job two lines are available This field is optional Creator The name of the person who created the road job This field is optional Device CF Card or Internal Memory The device on which the road job is stored Selecting another Edit Layer 1 centre line and ee ayo n aA including excluding stringlines from the selected layer STORE F1 To store data and return to the View amp Edit Data screen CENTR F4 To set the highlighted stringline as the layer centre line IN EX F5
185. s can be selected from the choicelist The choicelist can only be opened when more than one layer is contained in the active road job Def Chainage Line 2nd Line Use Zig zag Screen Step Description xX 1 Clickonthe choicelist containing the stringlines 2 Layer Test Strings 4 Def Chainage 200 000 n stringlines A line can then be selected from either Line Centrelinenu i ad Line ATT 2a the Lines page or Use Zig zag No 4f 2b the Plot page Step 3 Working in Standard mode RoadRunner 23 Step 3 Working in Standard mode RoadRunner 24 Screen Step Description Select Stringline X 1 CL Off LeftCatch 6 154 LeftHinge 3 000 LeftBox 2 005 LeftEdge 2 000 Centreline 0 000 CentrelineLines RightEdge CONT uzat HORE PAGE 2a Selecting a stringline 2 stringline from the Lines page Line Name Names of all stringlines in the selected layer CL Off Offset from the centre line of the selected layer at the current chainage Ht Diff Press MORE F5 to switch this column Height difference of the stringline to the centre line at the current chainage Height Press MORE F5 to switch this column Absolute height of the stringline at the current chainage Select Stringline X l inas P int Def Chainage Line Name N Z N 1 r4 jf A 200 000R Centreline Q2at CONT lt gt Z00N ZOOH
186. s defining the highlighted element are shown at the top of the screen For easier orientation within a project the plan view includes a triangle which represents the Plot Chainage as selected in the previous screen of the Selection Wizard This selection method is available for the individual stringline work method If the instrument has a touch screen the desired line can be selected by clicking at the graphic Screen Line Name yy _2140TH2ND fi Pa a a p d pe amp p 340 at NEXT lt gt Z00N ZOOH BACK RoadRunner NEXT F1 To move to the next screen of the selection lt F2 To change to the previous object gt F3 To change to the following object ZOOM F4 To zoom in at the position of the current highlighted object ZOOM F5 To zoom out at the position of the current highlighted object BACK F6 To move back to the previous screen of the wizard SHIFT CH F2 To increment the Plot Chainage by the Plot Step SHIFT FIT F3 To view the whole alignment 49 Step 3 Working in Advanced mode RoadRunner SHIFT CENTR F4 To centre the plot at the selected element SHIFT LIST F5 To list the plot at the selected element Next step NEXT F1 to move to the next step of the selection wizard 50 4 3 5 Description Access RR Selection Wizard Define for stringlines and individual stringlines Selection Wizard Define Screen RR Selection Wizard
187. s not necessary to define chainage related settings and hence some steps of the selection wizard are skipped Refer to 11 3 Basic Elements for Road Stake and Check Measurements for infor mation on DTM s Step 3 Working in Advanced mode RoadRunner Description Referto chapter 1 RR Selection Wizard Start 4 3 2 Choose Task Type DTM Define Task Name Press NEXT F1 3 RR Selection Wizard 4 3 3 Select the DTM and define the vertical shift Shift Verticl 4 Press FINSH F1 to confirm all wizard steps and exit the selection wizard 79 Step 3 Working in Advanced mode RoadRunner 80 4 10 Selecting Road Crowns Description Road crowns consist of two X slopes They are a combined stake out of two X slopes at once Refer to 11 3 Basic Elements for Road Stake and Check Measurements for informa tion on road crowns Road crown Description Referto step by step chapter 1 RR Selection Wizard Start 4 3 2 Choose Task Type Crown 2 Define Task Name and select the type of shifts to add Shift Horiztl and 11 4 3 Shift Verticl The horizontal shift is added along the X slope for the defined reference line 3 Press NEXT F1 RR Selection Wizard View 4 3 3 Choose the Layer and define the Plot Chainage Select View Cross Section is fixed Press NEXT F1 6 RR Selection Wizard Select 4 3 4 lt F2 and gt F3 to select the crow
188. s part of the Selection Wizard Step 3 Working in Advanced mode RoadRunner 59 Step 3 Working in Advanced mode RoadRunner 60 RR Selection Wizard Slope x Selection Wizard Slope Batter Tyre ET batter rails screen Rail ov Grnd 0 7600 n NEXT F1 To confirm all steps of the wizard and exit the selection wizard aT BACK F6 NEXT BACK To move back to the previous screen of the wizard Field Option Description of Field Batter Type Cut or Fill Toggle between the definition for cut and fill batter rails Rail ov Batt User input The height of the rail over the slope Represents the traveller height if working with travellers Rail ov Grnd User input The height of the rail over ground Used to make sure that the stake used is long enough RR Selection Wizard Slope reference peg screen Pia NEXT F1 To confirm all steps of the wizard and exit the selection wizard at BACK F6 FINSH BACK To move back to the previous screen of the wizard Field Option Description of Field Ref Offset User input The horizontal offset of the reference point from the catch point KE For Ref Offset the sign depends on the side of the centreline In the direction of increasing chainage the offset is negative for the left side In the direction of increasing chainage the offset is postive for the right side RR Selection Wizard Slope Selection Wi
189. screen 5 Individual Point Box Base Definition 9 Reinitialise search al CONT EE E SCS Box Base Definition x 9 The next point of the box to stake out can now be Working with the Extras Menu Base Chainage 200 000 n Base Offset 5 000 n defined Dist Box n presi box 1 000 To change back to the original chainage and offset pect aah ly Eaa ina defined for the base point definition use CLEAR Base Height 416 643 u F3 from the Box Base Definition panel Base Direct n 109 4677 g uzat CONT DEF N BASE 10 Start with step 1 to define a new box base RoadRunner 259 Working with the Extras Menu 10 6 Description Extras Menu RoadRunner 260 Extras for X Slope Layer and Crown The extra functionality for the staking and checking of X Slope Layer and Crown is similar to the extra functionality for Stringlines Extras X Slope Xx DTH Heights 5 Reinitialise search CONT Description of menu functions CONT F1 To start the highlighted extras item Menu function Description DTM Height Refer to 10 2 Common Extras DTM Height AChainage 0 To set def Chainage on the General page of the stake out to the current Chainage K This extra functionality is only available for stake out methods Decrement Chainage To decrement the def Chainage on the General page of the stake out by the Ch Increment Shift Reference Line Refer t
190. se Road Config Configuration x 1 Project Config 3 Tunnel Config 4 Rail Config Description 5 Press PAGE F6 to move to the Info amp PIt page Select Info Type Check Layer Press EDIT F3 to access Define Info Display Road Configuration Tnfn amp P1t Logfile Info Type Check Layer fll Plot Type Cross Plot lt gt Pole Graphic Std Bitmap Update X Sec 1 0m or 30s4 Vertical Exg 24 at CONT EDIT PAGE Quick Start Tutorial Advanced Mode RoadRunner 6 Scroll down to the next empty line with either Define Info Display 4 Type Check Layer Line Space Half or Line Space Full and relace it 1st Line Layer Task 4 with CL Grade 2nd Line Cha inage 4f 3rd Li CL Offset 4 Press CONT F1 twice to return to the Info page Ath Pies Layer Ht feet p 5th Line CL GradeW 6th Line Line Space Half lt b 7th Line Line Space Half 4 Sih Lina 5 Lina Caaan lin Nd at CONT CLEAR DEFLT 7 The field CL Grade appears on the Info page Check Layer x Tnfn PInt Layer Task Layer Cut Fill Chainage 0 290 nm CL Offset 3 774 n Layer Ht Diff 0 113 n CL Grade z 10 003 aT ALL DIST REC lt PAGE PAGE gt 347 Quick Start Tutorial Advanced Mode RoadRunner 348 Exercise 5 Shifting Design to Fit Existing Road Level 13 7 Description Uploading the data c E a Existing
191. set as close to zero as required Mark the position of the start point of the centre line Press PAGE F6 to move to the Info page 3 The Info page This page is user definable This RET ESuSTrETS gives you the advantage that you can configure the P Strgl Task Bike CL Info page to display the information you need If the chainage o o7 n radius of the centreline should also be left on the strgi offset oaia pegs just add it Strgl Ht Diff 0 032 n CL Ht Diff 0 032 m Press REC F3 to store the position of the staked St Height 420 206 n point at ALL DIST REC CH lt PAGE PAGE gt Press PAGE F6 to move to the Plot page Description 4 The Plot Thi i hi Stringli e Plot page This page gives you a graphic eee representation of the cross section at the current chainage and your position relative to it The plot page also shows you the numeric values of the difference to the position to stake out Press CH F4 to increase the current chainage by the defined chainage increment Stake out the point at chainage 5 000 following steps 6 to 7 5 Press CH F4 to increase the current chainage by the defined chainage increment A message box comes up telling you that there is a tangent Le pueh A point the start point of the curve within the f chainage increment range Press YES F6 to stake out the tangent points Stake out at tangent chainage
192. sign for the current position relevant point on the X Slope Act Northing Curr Des Hgt Output Height of the design for the current position relevant point on the slope Quality 3D Output The 3D coordinate quality of the point coordinates Refer to 5 3 Point Management of the Technical Reference Manual for detailed information RoadRunner 185 Configuring RoadRunner Next step CONT F1 to confirm the changes and continue 186 6 4 7 Description Access step by step Configuring Info Page for Crown This info page is used for the following working methods e Road Check Crown e Road Stake Crown Step Description 1 Select Road Config in RR Configuration 2 Press PAGE F6 until the Info amp PIt page is active 3 RR Road Configuration Info amp PIt page Choose the Info Type to change e for Road Check Info Type Check Crown e for Road Stake Out Info Type Stake Crown 4 Press EDIT F3 to move to RR Define Info Display Modifying of the selected Info Type can now begin RoadRunner 187 Configuring Available items RoadRunner 188 RR12_056 a Left X slope of road crown h Right most stringline of the p Right Ht Diff b Right X slope of road crown crown Right Name q L X Slp Ratio c Centre line i Left XS Ht D r R X Slp Ratio d CL Offset j Right XS Ht D s Left Width e CLHt Diff k Left Offset t Right Width f Left mo
193. space of about 30 x 30 m and 10 pegs e This exercise uses the tutorial data distributed with the SmartWorx DVD e Copy all data from GPS1200 or TPS1200 GPS1200 or TPS1200_SampleData Applica tions RoadRunner Tutorial Onboard Exercise2 to the CF card under DBX e If you continue from Exercise 1 you can use RR_Exercise_1 as well Selecting the project Description Option 1 Continuing from Exercise 1 and the task 1 lf you have just completed Exercise1a 1b and have not changed screens then you are ready to stake the bike path centre line Stake Stringline x Reneral Stake Tnfa Pint a Point ID Reflector Ht 1 234 n Def Chainage 0 000 nm AL a Leena E AnA n Description Option 2 Continuing from Exercise 1 1 Ifyou have just completed Exercise1a 1b and have either turned off the instrument or exited from the RoadRunner program the following steps apply Turn on and press PROG Select RoadRunner 3 Press RESUM F4 to simply start up the last task that you have been working on RoadRunner Begin X Coord System lt None gt Codelist NNR SPSS 4 You are ready to stake the bike path centre line Config Sct configure scot 4p Ref lector Leica Cire Prism Add Constant 0 0mm Q2at CONT CONF SETUP RESUH csys Stake Stringline x Reneral Stake Tnfa Pint n Point ID Reflector Ht 1 234 n Def Chainage 0 000
194. st stringline of the Left Ht Diff crown Left Name m Mid Offset g Middle stringline of the n Mid Ht Diff crown Mid Name o Right Offset All fields from RR Stake Crown Stake page are available for the Info page Field Option Description of Field Crown Task Output Name defined for the road crown task 2nd Line Name Output Name of the 2 stringline Configuring Field Option Description of Field 2nd Line Ch Output Current chainage at 2nd stringline considering station start information if available 2nd Line Off Output Current perpendicular offset to the 2nd stringline including the defined stake check 24 Line Off of the General page 2nd Line HtD Output Current height difference to the 2nd stringline including the defined stake check 214 Line HtD of the General page AOffset Output Horizontal offset to the stringline of the crown defined as the reference line If working in the zig zag mode RoadRunner automat ically selects the correct stringline as the reference depending on whether the measured point is to the left or right of the middle stringline Refer to 4 11 The Zig Zag Mode for more information on the zig zag mode AHt Left Output Vertical offset to the left right X slope defining the road crown AHt Right Output Vertical offset to the left right X slope defining the road crown AChainage Output
195. stay the ALL DIST REC Ch lt PAGE PAGE gt same as when a stake offset was not used Understanding Stake and Check Basics RoadRunner 287 Understanding Stake and Check Basics RoadRunner 288 Stake Stringline X General Stake Tnfn Pint oe ie a The values on the Info page for Strgl Offset and Strgl Ht a pet g 0 8410 n Diff now show how far the current position is away r set 0 8410 a i Strgl Ht Diff 0 2540 n from the stringline 7 CL Ht Diff 0 2540 u If the peg is placed in its exact position AOffset on the CL Height 419 6951 Stake page would be equal to zero Strgl Offset on the aT Info page would show exactly the same value as that ALL DIST REC Ch lt PAGE PAGE gt defined for Stake Offset on the General page 11 7 11 7 1 Manual and design slopes Four methods of slope stake out Methods for Slope Staking Overview RoadRunner offers a manual slope stake out and a slope stake out by design Type Description Manual slopes The slope is defined manually by offsets and the slope ratio relative to a known centre line Design slope The slope is nominated out of the full 3D design of the road job Independent if using manual or design slopes the following four different methods are avail able Method Description General A generic slope stake out method Reference point Stake out of a reference peg with a defined offset from the catc
196. surface is required Set Slope Method Ref Point Surf RoadRunner 117 Step 4 Measuring Entering the values Standard Mode RoadRunner 118 Screen Step Description Define 1 After setting Slope Method Ref Point Surface in Layer Test Strings 4 4 Def Chainage 100 000 n the configuration screen the SLOPE F2 key in Hng Reference Centre T the Define screen is disabled Slope values for the Wingo Type ame reference point can not be entered Def Hng Off 0 000 n Def Hng Elev 0 000 u Slope Type Cut Rightsp Press CONT F1 to continue to the next screen Slope Ratio 2 1hv avr CONT SLOPE Stake Slope 2 Itis now possible to stake out Enter the appro General i boin IP TT priate values Reflector Ht 1 250 m Def Chainage 100 000 m Ch Increment 0 000 m Stake Offset 0 000 m Stake Ht Diff 0 000 m ae ALL DIST REC CH lt PAGE PAGE Entering the values Advanced Mode Workflow Step 4 Measuring Screen Step Description 1 After setting Slope Method Ref Point Surf in the Application i Stakej heck configuration screen a task is created or selected Hothod Hanual_ Slope and then the instrument is positioned and oriented Hode Advanced 4 Project Road Project 4f Ai gh aa fixpoint job Press CONT F1 to go to Task Management as Job measure job Road Job Soccer DTM Job Soccer DTM Q2at CONT CONF PROJ DATA
197. system for the tutorial configure the sensor as a rover following the GPS1200 Technical Reference Manual 1 Turn on and press PROG Select Determine Coordinate System Select Height Model Ellipsoidal Press CONT F1 to continue 2 Determine Coord System Begin Determine Coord System Begin Select Name Tutorial CS Name Tutorial CS Select WGS84 Pts Job RR WGS84 WGS84 Pts Job RR wesea dH Local Pts Job Tutorial Points 4 Select Local Pts Job Tutorial Points Hethod d One Pt Localistnkil Select Method One Pt Localistn UZAT Press CONT F1 to continue CONT CONE i 3 Step 1 Choose Transform Type Step 1 Choose Transform Type x Select Transfrm Type Onestep Transfrm Name Tutorial CS Transfrm Type Onestep d Height Hode MEAT EEEN azar CONT ft SC Quick Start Tutorial Advanced Mode RoadRunner 315 Quick Start Tutorial Advanced Mode RoadRunner 316 Description Step 2 Choose Parameters Step 2 Choose Parameters x Select Geoid Model None Geoid Hodel PD Ors lt Press CONT F1 to continue uzat CONT Step 3 Choose Common Point Step 3 Choose Common Point X Hatch Type Pos amp Height p Highlight WGS84 Point Press SURVY F5 WGS84 Point Known Point s id 4 uzat CONT SURVY Survey RodefAnnot Map i Enter Point ID Point WGS84 Point ID WGS84 Enter the antenna height Antenna Ht Antenna
198. t xem The Plot page A graphical representation of the current design in relation to the measured point RoadRunner 87 Step 4 Measuring 5 2 The General page RoadRunner The General Page 88 Road Stake Description Stake Stringline Reneral Stake Tnfn Pint n Point ID Reflector Ht 0 000 nm Def Chainage 100 000 a Ch Increment 0 000 n Stake Offset 0 000 w Stake Ht Diff 0 000 n Manual Height 2 n at ALL DIST REC CH lt PAGE PAGE gt This page defines the point to be staked Refer to Introduction for details of the main keys CH F4 To increase Def Chainage by the Ch Increment SHIFT CONF F2 To access configuration settings Refer to 6 Configuring SHIFT POSIT F4 To enable automatic instrument positioning Refer to 6 2 2 The Posit Page for TPS only SHIFT EXTRA F5 To access the Extras Menu Refer to 10 Working with the Extras Menu Description Road Check Check Stringline TnfafPintp Point ID Reflector Ht 0 000 n Check Offset 0 000 m Check Ht Diff 0 000 n Manual Height 8 n Q2at ALL DIST REC lt PAGE PAGE gt This page defines the point to be checked Refer to Introduction for details of the main keys SHIFT CONF F2 To access configuration settings Refer to 6 Configuring SHIFT EXTRA F5 To access the Extras Menu Refer to 10 Working with t
199. t chainage CL Type Output Curve type of the centre line CL Offset Output Perpendicular horizontal offset from the centre line This field is independent of the chosen Orientation and Guidance in Road Configuration CL Tangent Output Tangent direction of the centre line at the current chainage Angle to Alig Output The defined value for the angle to alignment Act Angle to Alig Output The current angle to alignment Near Tang Pt Output Refer to 5 3 The Stake Page for details on this field Near Vt TngPt Output Distance to the nearest vertical tangent point of the design Vert Sqr Off Output Offset perpendicular to the vertical component of the centreline This value may be useful when dealing with pipelines cables and in the construction segment Vert Chainage Output Chainage the measured point is project to perpendic ular to the vertical component of the centreline Configuring Field Option Description of Field e b a RR12_089 a Vertical chainage Vert Chainage b Chainage Chainage c Centreline d Centreline height difference CL Ht Diff e Vertical square offset Vert Sqr Off CL Grade Output Grade of the centre line at the current position Dirc to Point Output Direction from the current position to the point to stake out Dist to Point Output Distance from the current position to the point to stake out Def Easting Output Easting of the point to stake out Def N
200. t chainage e End shift at chainage f Start chainage of the shift End chainage of the shift Radius of the two arcs used as transition curve YSN rm wa RR12_077 Random chainage between e and f Shift applied at chainage h Se Ea R IMS Da RoadRunner offers three possibilities how the area before the start chainage and after the end chainage of the shift should be treated Type Description None The curve exists between the start chainage and end chainage of the shift Step Outside of the defined shift area the original design is used This means a step will appear at the start and or end of the shifted area Parallel The start shift is used from the start of the alignment till the start chainage and the end shift from the end chainage on till the end of the alignment Parallel None The three possibilities for curve behavior outside of the RR12_057 shifted area Understanding the Geometry RoadRunner 307 Understanding the Geometry RoadRunner 308 12 3 Extension of the Centreline Description Whenever centrelines need to be extended for example at the start and end area of an alignment or slope The projection of the measured position to the centreline is made using the tangent of the start end point of the centreline In this case a warning appears informing that the original design is exceeded As soon as a measured position is within the design a
201. t from those currently used For example Staking an X Slope where the height information comes from the X Slope but the chainage information comes from a string which is not the centre line of the current layer Field Description of Field Use Zig zag Choicelist Yes or No To stake check points on the left right side of the centre line in one process Refer to 4 11 The Zig Zag Mode for details Step 3 Working in Standard mode RoadRunner 27 Step 3 Working in Standard mode RoadRunner 28 3 4 Using this Define page for a stake or check survey The Define Page for Individual Stringlines For this method ensure that Method Indiv Stringline is set in RoadRunner Setup Layer Test Strings Line 2nd Line Use Zig zag CONT F1 To continue to the next screen SHIFT CONF F2 at To access the configuration settings CONT Refer to 6 Configuring Field Description of Field Layer Choicelist To select a layer in the active road job Line Choicelist To select a stringline 2d Line Choicelist To select a 2 stringline Refer to 3 3 The Define Page for Stringlines for details Use Zig zag Choicelist Yes or No To stake check points on the left right side of the centre line in one process Refer to 4 11 The Zig Zag Mode for details 3 5 Using this Define page for a stake or check survey Step 3 Working in Standard mode The D
202. t step PAGE F6 changes to the Posit page 6 2 2 Description The Posit page Configuring The Posit Page for TPS only This allows the instrument to aim at the position to stake check Refer to 6 5 Auto Posi tioning TPS only for information on the different positioning types This functionality is only available for motorised instruments Configuration X Reneralj Pnsit Auto Por cn MEET Position Tol 0 005 n Height Tol 0 002 n Chainage Tol 0 005 n Offset Tol 0 005 n Laser ON at Point Max Iteration 64 CONT F1 uzat To confirm the changes and move to the previous CONT PAGE screen Field Option Description of Field Auto Position Type of automatic positioning used None No auto position 2D Hz Instrument positions horizontally 3D Hz amp V Instrument positions horizontally and vertically 2D Meas Instrument positions horizontally and finds the height by iterative distance measurements Refer to 6 5 2 Auto Position 2D Measure Advanced Allows to keep certain values of the current position to remain constant Refer to 6 5 3 Auto Position Advanced RoadRunner 141 Configuring RoadRunner 142 Field Option Description of Field KE The following lines will only be enabled for Auto Position 2D Meas or Auto Posi tion Advanced Position Tol From 2D distance tolerance to the position to stake out 0 001 to 10 Height Tol From Height
203. ted Shifting a stringline related to a task It is possible to enter horizonal and or vertical shifts for stringlines v Entering chainage limits for a stringline related to a task It is possible to enter min and max chainages for a stringline v Staking a stringline in 2D 3D related to a task 3D only It is possible to stake a stringline in either 2D X Y or 3D X Y Z Standard mode For standard mode ensure that Mode Standard is set in RoadRunner Setup Define x Setting the definitions for the survey me ede Tost strings All of the road element definitions for a survey are Line rn jones available in the Define page 2nd Line lt Nonc gt 4 Use Zig zag No 4 Working with the Define page e This is the page which is displayed before starting a stake check survey in Standard mode at e The layers and stringlines contained in the active comi road job can be selected from this page These elements combined with other settings on this page can easily be changed during the survey Advanced mode For advanced mode ensure that Mode Advanced is set in RoadRunner Setup asks Stringline Setting the definitions for the survey Allofthe road element definitions for a survey are available from tasks which are created and edited using the Selection Wizard Working with Tasks e Tasks are an integral part of all stake check surveys in Advanced mode e The layers and stringlines contained in t
204. the Road Job RoadRunner 218 8 Managing the Road Job 8 1 Overview Two parts Each road job consists of two major parts e Design data Contain all the information about the road design For example the geometry of the centre line or the formation layer of the road These data are either typed in manually or converted from a road design package Refer to 8 4 Creating a New Road Job for information on how to create road jobs e Working tasks Define how the different elements of the road design are used within the stake out or check situations For example the same edge of the road is staked out once to define the shoulder and a second time with a certain offset as the gutter Refer to 4 Step 3 Working in Advanced mode for more information on tasks Tasks define how the design elements of the road are staked out or checked in the field 8 2 Description Stringlines Managing the Road Job Working with the Design Data Stringlines and Layers Depending on the complexity of the road job the design data may vary from being a single horizontal alignment to a design containing profiles with dozens of defined vertices Road Runner offers the possibility of grouping these design elements logical for faster access When manually typing in a road job alignments and cross sections are used Alignments are defined by geometric elements for example straights and arcs and the cross sections by vertices Furthermore one d
205. the hinge point of the slope 2nd Name Output Name of the second stringline defining the slope 2nd Offset Output Horizontal offset from the second stringline of the slope 2nd Ht Diff Output Height difference from the second stringline of the slope Slope Ratio Output Ratio of the slope K The display format depends on the type chosen for Slope Format on the Project Configuration General page Slope Dist Hg Output Slope distance to the hinge point K All defined settings for a batter rail or reference point are already taken into account This is the information to write on the stake Slope Rat Gon Output Slope ratio in gon Slope Rat Deg Output Slope ratio in decimal degrees Slope Rat Output Slope ratio in percent Current Ratio Output Ratio of the slope from the current position to the RoadRunner hinge 183 Configuring RoadRunner 184 Field Option Description of Field K For the catch point the Actual Ratio is identical to the Slope Ratio Square Offset Output Offset from the slope perpendicular to the slope CL Ht Diff Output Height difference from the centre line CL Height Output Height of the centre line at the current chainage CL Radius Output Radius of the centre line at the current chainage CL Type Output Curve type of the centre line CL Offset Output Perpendicular horizontal offset from the centre line This field is independent of t
206. tiates if the defined slope is a cut fill and left right Hinge Point Left cut Right cut Left fill Right fill RR12_079 Slope Ratio Defines the ratio of the slope The format of Slope Ratio depends on the settings chosen in RoadRu nner Project Configuration for Slope Format 3 7 Using this Define page for a stake or check survey Step 3 Working in Standard mode The Define Page for Design Slopes For this method ensure that Method Slope is set in RoadRunner Setup Define Xx Layer Test Strings Def Chai 200 000Km Loft Gerla Centrel ine CONT F1 Right Strin CentrelincLines To continue to the next screen Hinge Left Strin4 SLOPE F2 To define the slope parameters SHIFT CONF F2 Gat To access the configuration settings CONT SLOPE Refer to 6 Configuring Field Description of Field Layer Choicelist To select a layer in the active road job Def Chainage for Stake Chainage for Check User Input The values are limited to the start chainage and end chainage Left Strin Choicelist The name of the left stringline defining the slope Right Strin Output The name of the right stringline defining the slope Hinge Choicelist Left Strin or Right Strin To select the hinge point of the slope RoadRunner 33 Step 3 Working in Standard mode RoadRunner 34 3 8 Using this Define page for a stake or check survey The
207. tion wizard a2at CONT RoadRunner 123 Step 4 Measuring RoadRunner 124 Workflow e Refer to 11 7 5 Slope Staking With Batter Rails for more information on the batter rail method e The first peg to stake out is always the peg closest to the hinge point Step Description 1 Stake out the position of the first peg of the batter by using AOffset The height of the rail over ground Rail over Grd is taken into account for AOffset This means that when AOffset is equal to zero the first peg is in the correct position 2 Place the pole on top of the first peg The value for AHeight indicates how far below the top of the peg the batter has to be placed 3 Stake out the second peg of the batter rail by using AChainage and place the peg Place the pole on the position of the batter rail to be used as a reference for the slope values to mark on the batter rail AHeight should read now zero Note that all values shown under the Info page are relative to the original slope 5 10 6 Configuring the slope Step 4 Measuring Defining the Slope Type Using a Reference Batter Screen Step Description 1 Select Road Config to continue to the Road Config 1 Project Confi uration screen 3 Tunnel Config 4 Rail Config Press CONT F1 to continue to the next screen Q2at CONT When a reference batter is required set Slope Method Reference Batter Road Configuration
208. uld be extended The extension of a line is always based on the end tangent of the stringline When moving back into the defined design a notification appears RR12_083 Slopes left and right of design changing from cut to fill 11 7 2 General Slope Stake Out Description This general slope stake out method involves a generic approach to slope stake out No special batter rails or reference point parameters are defined a Slope to stake out b Natural surface RR12_055 c Catch point Slope method Select Slope Method None in RR Road Configuration General page Refer to 6 3 Configuration Settings for the Program Road Config for more information on choosing the slope method Workflow As the natural surface is unknown the catch point can only be staked out iteratively If staking out on a horizontal natural surface the values shown for AOffsets indicates how far the catch point is away If the natural surface is not horizontal you may need more iterations Understanding Stake and Check Basics RoadRunner 291 Understanding Stake and Check Basics RoadRunner 292 11 7 3 Description Workflow Slope Staking Using a Reference Point When staking out slopes using the reference point method the catch point of the slope is marked with a reference peg using a defined offset The grade of the slope is marked and controlled by grade checkers d a Slope to stake out b Cc e b Natural surface c Catch point
209. unction is available to the following stake and check methods e Stringline Indiv Stringline X Slope Manual Slope Slope Layer and Crown Before initialisation Stake Stringline Xx PintL Ch 87 383 24 679 0 879 oe al T WL at ALL DIST REC CH lt PAGE PAGE gt This screen shows the projection of the actual position to the left segment although the distance to the right segment is shorter After initialisation Stake Stringline xX Pint Ch 124 679 12 608 0 879 SS at ALL DIST REC CH lt PAGE PAGE gt This screen shows the projection after the reinitialisation 10 5 Extras for Stringline Description The extra functionality for the staking and checking of Stringlines is similar to the extra func tionality for X Slope Layer and Crown Extras Menu Extras Stringline DTH Height AChainage 0 Decrement Chainage 2 3 Individual Point Change stringline Additional Layer Info Box Base Definition Reinitialise search CONT ocoanoc uzat CONT F1 To start the highlighted extras item Description of menu functions Menu function Description DTM Height Refer to 10 2 Common Extras DTM Height AChainage 0 To set def Chainage on the General page of the stake out to the current Chainage This extra functionality is only available for stake out methods Decrement Chainage To decrement the def Chainage on the General pa
210. undisturbed surface before project construction Understanding Stake and Check Basics RoadRunner 269 Understanding Stake and Check Basics RoadRunner 270 Technical term Description Finished road level Describes the final road surface Catch point or Indicates the point of intersection between the slope and the daylight point natural surface Both the hinge point and the catch point lie on the slope In the case of a cut slope the catch point forms part of the top of a bank top In the case of a fill slope the catch point forms part of the bottom of a bank toe Chainage or station The cumulative distance along the centre line frequently but not always starting at zero 11 3 Description Stringlines Basic Elements for Road Stake and Check Measurements In general there are four different basic stake out and check elements e Stringlines for example a centre line e Cross slopes or X slopes for example the final carriage way e Slopes for example the end slopes of a cross section e Surfaces for example a DTM surface aa b a n a a b Cc b b c a Stringlines b X slopes RR12_002 c Slopes Every stake out or check is based on one or more of these four base elements For example a road crown consists of two X slopes with one common stringline The stake out of a stringline is used in different situations e Centre line of a road e Edges of a road or any other cha
211. us types are represented by discrete points along the curve 12 2 Description Constant Linear Parabolic Reverse curve Understanding the Geometry Horizontal and Vertical Shifts Horizontal and vertical shifts are added when creating a task within the selection wizard RoadRunner offers the following four different types of shifts e Constant e Linear e Parabolic e Reverse Curve A shift is always an overlay of the existing design and is stored with the task In the case of a horizontal alignment the shift is applied perpendicular to the centre line For the vertical part of the alignment shifts are applied following the plumb line Aconstant shift is applied from the begin chainage of the shift to the end chainage of the shift The difference between the shift at the begin chainage and the shift defined at the end chainage is distributed in a linear fashion The difference between the shift at the begin chainage and the shift defined at the end chainage is distributed using a cubic parabola Parabolic shifts allow a smooth transition between the existing curve and the shifted part Two arcs with the same radius are used to distribute the shift As for parabolic shifts reverse curves guarantee a smooth transition between the existing curve and the shifted part RoadRunner 305 Understanding the Geometry Behavior before after the shifted area RoadRunner 306 Chainage Shift Start shift a
212. utput Name defined for the slope task RoadRunner 181 Configuring RoadRunner 182 Field Option Description of Field AOffset Output Horizontal offset between the defined position and the current position KE Refer to the different stake out methods for more details AHeight Output Vertical offset between the defined position and the current position K Refer to the different stake out methods for more details AChainage Output Difference between the defined chainage def Chainage on the General page and the current chainage Chainage shown on the Stake page K If no defined chainage exists e g if staking out random chainages or checking this field reads AChainage Chainage Output The current chainage This field is independent of the chosen Orientation and Guidance in Road Config uration def Chainage Output Chainage to stake out Slope Offset Output Horizontal offset from the slope Slope Ht Diff Output Height difference from the slope If no stake height difference is used Slope Ht Diff AHeight Ht Diff Rail Output Height difference from the batter rail to mark the slope for Slope Method Batter Rail Field Option Description of Field Hinge Name Output Name of the stringline defining the hinge of the slope Hinge Offset Output Horizontal offset from the hinge point of the slope Hinge Ht Diff Output Height difference from
213. vanced eisiaa aaa aa Aa 206 B Batter rail sainement A ai 296 Beep near point srusen aniidae a 152 c Camiage WAY isc ceceeccteccts eettaka iian a E 269 Catch point cecceceeceecceececeeeeeeeeeeeeeeceenaeeeeeeeeeeeeees 270 Centreline EXtENSIOM sseni asidua aata aa aaa a 308 Sle aei adiad e ai a 66 Chalnage se22ss ested de snetietn tiniest aaniedvdatans 270 EQUALION eai cs deacicesvaccearcausneudcan a Ea 299 FORMAL eraci ntaa aaa a a aaa 136 GAD REPE EEEE OE EEE A E EET 299 Overlaps aiaa AA E 299 RANGE 0 0 ceceeeeeceeeeeeeeeneeteeeceeeeeeteeaneeeseeecenseeeeeneeneeeees 84 Configuration Projet ee rer 136 PROAG niea taska dee eae ane ee eae ee aii tau 144 Cross section update cccececcccceccceeeeeeseeeeeeeaeaeees 155 Crown EEXUAS aaien A 260 INTO PAGE tines Gees ae eee 187 DECK aiiiar iadaa aaa aa aa 80 Stake OUt rosino eiiiai ii 129 D Daylight POM senose a 270 Designa height eccosssnon iine 91 Display mask osarsesmnmsaiii e 136 DTM Height scrissenu 91 INTO PAGES cerron a metic e een as 199 SOIC aaaeaii a aaa a aa 79 E Exras So oe ee 262 SUMINGIING arcra RAA 249 X SIOPC ooo eee ce cee cee ee eee eeeeeeeeeeaeeeeeeeeeeeeeseseeneecaeeeeeeeeees 260 F Finished road level cccccceeeeeseeeeeeeeeeeeeeeeeeneeeeeeeaas 270 G GUIDANCE sesa pie tedntiee enh eet cede 146 H Height 20a NCIGNt sereen pecedi ee edctin es 92 DESI sanies a ental eavedeeeattes 91 Entered manually ccccccecceeeeeee
214. ws the possibility of adding shifts to the existing design data A shift is applied when selecting the element to stake out check Note that shifts do not change the stored design They are applied temporarily for stake out purpose Horizontal shifts are always rectangular to the centre line of the element you are working with Whereas vertical shifts defined along the plumb line b a Horizontal alignment with constant shift b Vertical alignment with constant RR12 013 shift Understanding Stake and Check Basics RoadRunner 275 Understanding Stake and Check Basics RoadRunner 276 Constant linear and parabolic shifts Sign convention for shifts Three different types of shifts are supported Type Description Constant The shift stays the same from its start chainage or station to the end chainage or station Linear The shift is linear interpolated along the chainage or station Parabolic A parabolic shift is added between start and end chainage or station i ge a mp AA P a Constant shift b Linear shift RR12_014 c Parabolic shift and reverse curve The sign convention for design shifts is identical to the one used for stake offset and height difference a Centre line b Stringline on left side c Negative horizontal shift d Negative vertical shift e Stringline on right side f Positive horizontal shift RR12_053 g Positive vertical shift ES Horizontal stake of
215. x 2 Reneral Rheck Tnfn amp P1t I agfile Orientation to Alignment 4 None Reference Point Batter Rail n Guidance Work Corrid Slope Method Slope Expand Reference Batter QJ YES Warning p Update Angle YES 4f aaa a ees RoadRunner 125 Step 4 Measuring Entering the values Standard Mode RoadRunner 126 Screen Step Description Define x 1 After setting Slope Method Batter Rail in the Layer Test Strings Def Chainage 200 000 n Hng Reference Centrelinehy Hinge Type Relative p Def Hng Off 0 000 n Def Hng HtD 0 000 n Slope Type Cut Right p Slope Ratio CONT SLOPE 2 1hv Q2a configuration screen the SLOPE F2 key in the Define screen is enabled and slope values for the batter rail can be entered Press SLOPE F2 to continue to the next screen Traveller Ht a CONT Q2a 2 Itis now possible to stake out a batter rail with a defined offset from the catch point Enter the appropriate values Entering the values Advanced Mode Step 4 Measuring Screen Step Description RoadRunner Setup 1 After setting Slope Method Batter Rail in the configu Applica Sn ration screen a task is created or selected and then Hethod the instrument is positioned and oriented Project Road Project Ai gh aa oe do Press CONT F1 to continue to the next screen
216. xpoint job all the control data needed in the uae ee S field is stored Control data can be points with DTH Job lt None gt p known coordinates used for a TPS set up or points used to determine a GPS coordinate system store _ PAGE Press CONT F1 to continue Description 6 Select the other jobs in the same way g heneral fins O O Select Meas Job Tutorial Meas Fixpoint Job Tutorial Points 4 Heas Job Tutorial Meas Select Road Job Tutorial Road and Road Job Tutorial Roadke Tunnel Job x lt None gt 4 Select DTM Job None Rail Job SHone gt 2 DTH Job lt None gt 4 Press STORE F1 to store the project Q2at STORE PAGE 7 The new project RR_Excercise_1 has been created When working with the project the next time it is no longer necessary to select all different TESSEN parts that belong to the project separately When the project is selected all parts come with it This helps to make the access easier and avoids errors based on a wrong selection ar Press CONT F1 to access RoadRunner Setup CONT NEW EDIT DEL MORE INTL Understanding the e Before the actual earthworks start the centre line of the new bike path should be staked geometry and the tasks out to give an overview of where it will run e RoadRunner differentiates between the pure data stored in your road job and the tasks you create based on them For example
217. y in the Define screen is disabled and no slope Def Chainage 200 000 nm Hng Reference Contreline 4 values can be entered Hinge Type A AERA Def Hng Off 0 000 nm Def Hng HtD 0 000 nm Slope Type Cut Right Slope Ratio 2 1hv Q2a 1 CONT SLOPE 5 10 3 Configuring the slope Step 4 Measuring Defining the Slope Type Using a Reference Point Screen Step Description 1 Select Road Config 1 Project Confi 2 Road Config 2 Tunnel Config Press CONT F1 to continue to the next screen 4 Rail Config CONT 2 When a reference point is required set Slope Method Reference Point Reneral TnfnkPIt Orientation Stake Hode Guidance Ref Point Surfl p Work Corrid Batter Rail Slope Method Reference Batter Slope Expand YES Warning 4P Update Angle Alb Se es RoadRunner 113 Step 4 Measuring Entering the values Standard Mode RoadRunner 114 Screen Step Description Define E x 1 After setting Slope Method Reference Point in the Do cha ieano Test Strings b configuration screen the SLOPE F2 key in the Hng Retorence TENSES Define screen is enabled and slope values for the Det ine oa adi reference point can be entered Def Hng HtD 0 000 nm Slope Type Cut Right p Slope Ratio 2 1 hv Press SLOPE F2 to continue to the next screen CONT SLOPE Q2a CONT Q2a
218. zard Slope Ref Offset no08 Traveller Ht 0 1500 a reference batter screen ATA NEXT F1 aa To confirm all steps of the wizard and exit the selection wizard ar BACK F6 NEXT BACK To move back to the previous screen of the wizard Field Option Description of Field Ref Offset User input The horizontal offset of the reference point from the catch point Traveller Ht User input The Traveller height Height of the rail above the slope Step 3 Working in Advanced mode RoadRunner 61 Step 3 Working in Advanced mode RoadRunner 62 Next step IF the task is to THEN move to the next step of the selection wizard NEXT F1 to confirm all steps of the selection wizard and exit it if itis the FINSH F1 last screen of the selection wizard 4 3 7 Description Access RR Selection Wizard Shift Selection Wizard Shift Screen Horizontal and vertical shifts can be applied to the selected element By using these shifts the design can be lifted lowered and moved horizontally These screens of the selection wizard are only accessed if in the first step of the selection wizard in RR Selection Wizard Start the selections are different to Shift Horiztl None or Shift Verticl None The screen is accessed as part of the selection wizard Selection Wizard Shift Shift Type Horiz Linear Beg Chainage 100 000R Beg Shift 0 000 n End Chai
219. zard Start Choose Task Type Slope 4 3 2 Define Task Name and select the type of shifts to add Shift Horiztl and Shift Verticl Zig zag mode can not be used with slopes Press NEXT F1 RR Selection Wizard View Choose the Layer and Plot Chainage Select View Cross Section is fixed Press NEXT F1 5 RR Selection Wizard Select lt F2 and gt F3 to select the slope by moving right and left 6 Press NEXT F1 Description Referto chapter 7 RR Selection Wizard Define 4 3 5 Define Hinge Use Min Max Min Chainage and Max Chainage 8 Press NEXT F1 9 Depending on Slope method chosen in RR Project Configuration General the next steps vary If Slope method None continue with step 10 If Slope method Batter rails continue with paragraph Batter rail defi nition step by step If Slope method Ref Point continue with paragraph Reference point definition step by step If Slope method Ref Point Surf continue with paragraph Reference point surface definition step by step If Slope method Ref Batter continue with paragraph Reference point definition step by step 10 Depending on the selection for Shift Horiztl and Shift Verticl the next 4 3 7 steps vary If Shift Horiztl None Shift Verticl None continue with step 11 If Shift Horiztl and Shift Verticl are not set to None then press NEXT F1 to define t

Leica RoadRunner Technical Reference Manual

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