Road Report
Print a listing of the bearings and distance between the chainage points on a road, also the deflection bearings etc.
The start chainage for each string will be taken from the string start chainage.
Road Name
The Road name selected for the report.
To select a road, click the mouse on a road centreline string in the main window.
Only the following strings can be selected for the report:
Roads
Drains
Sewers
Traverses
Single Header
Tick this to only have a single 'page Heading' in the report.
If left blank, you will get a page heading every 70 lines, or do.
Report Type
Select your report style from the drop down list.
A sample reports are shown below:
- Normal Report
- Detailed Report
- Traditional Report
- Detailed CSV Report
- Traditional CSV Report
The CSV reports are 'Comma Separated Value' format reports but contain the same data as the non-csv reports.
Normal Report
Mimaka Pty Limited Road Report Page: 1
GeoSurvey V7.73 Job: 1a-1.acs 02-Sep-17
Point Running Coordinates
No Chainage Easting Northing
Road: ELFICK PL Hor Datum: None
138 0.000 457.575 400.226
146 14.500 444.053 405.459
147 STP 23.000 436.125 408.526
149 30.000 429.520 410.838
150 45.000 414.941 414.319
151 60.000 400.021 415.738
152 75.000 385.048 415.068
153 ETP 96.006 364.546 410.651
154 105.000 355.980 407.908
155 STP 116.506 345.022 404.399
157 ETP 135.954 325.807 402.971
159 144.454 317.418 404.339
Detailed Report
Mimaka Pty Limited Road Report Page: 1
GeoSurvey V7.73 Job: 1a-1.acs 02-Sep-17
Point Running Coordinates
No Chainage Easting Northing Height Code Remark
Road: ELFICK PL Hor Datum: None
138 0.00 457.575 400.226
146 14.50 444.053 405.459
147 STP 23.00 436.125 408.526
149 30.00 429.520 410.838
150 45.00 414.941 414.319
151 60.00 400.021 415.738
152 75.00 385.048 415.068
153 ETP 96.00 364.546 410.651
154 105.00 355.980 407.908
155 STP 116.50 345.022 404.399
157 ETP 135.95 325.807 402.971
159 144.45 317.418 404.339
Traditional Report
Mimaka Pty Limited Road Report Page: 1
GeoSurvey V7.73 Job: 1a-1.acs 02-Sep-17
Point Running Deflection DistFrom Bear From Inc Angle Dist Fm Point Coordinates
No Chainage Bearing Start TP Prev Pt At Pt Prev Pt No Easting Northing Height Radius Code Remark
Road: ELFICK PL Hor Datum: None
138 0.000 138 457.575 400.226
146 14.500 291°09'20" 180°00'00" 14.500 146 444.053 405.459 123.123 Code Remark
147 STP 23.000 291°09'20" 178°08'04" 8.500 147 436.125 408.526 107.500
149 30.000 289°17'24" 6.999 289°17'24" 174°08'13" 6.999 149 429.520 410.838 107.500
150 45.000 285°17'33" 21.962 283°25'38" 172°00'18" 14.988 150 414.941 414.319 107.500
151 60.000 281°17'43" 36.818 275°25'57" 172°00'18" 14.988 151 400.021 415.738 107.500
152 75.000 277°17'52" 51.495 267°26'16" 170°24'16" 14.988 152 385.048 415.068 107.500
153 ETP 96.006 271°42'00" 71.611 257°50'32" 174°24'07" 20.973 153 364.546 410.651 107.500
154 105.000 252°14'40" 180°00'00" 8.994 154 355.980 407.908
155 STP 116.506 252°14'40" 166°29'37" 11.506 155 345.022 404.399 41.250
157 ETP 135.954 265°45'02" 19.268 265°45'02" 166°29'37" 19.268 157 325.807 402.971 41.250
159 144.454 279°15'24" 8.500 159 317.418 404.339
STP - ETP
STP = Start Tangent Point, for a circular curve
ETP = Etart Tangent Point, for a circular curve
Deflection Bearing
This is the bearing from the tangent Point (TP) to the point on the curve
This assists with traditional road set-out.
Dist From Start TP
This is the distance from the tangent Point (TP) to the point on the curve.
This assists with traditional road set-out.
Bear from Prev Pt
This is the bearing from the point on the line above.
On a curve, this is the chord distance from the previous point.
Incl Angle At Pt
This shows the able betweeb the previous point and the next point
Dist From Prev Pt
This is the distance from the point on the line above