Section Window Status Fields
The following is a list of available fields for display at the bottom of the Section Window. To add any of these fields to the Section Window, press the Fields button on the Section Window Options dialog.
CL Elev
Elevation of the L-line (design road centerline).
CL X
Easting of the L-line (design road centerline).
CL Y
Northing of the L-line (design road centerline).
Clr L
Slope distance to left clearing limit from the L-line. Assumes the ground slope is constant.
Clr R
Slope distance to right clearing limit from the L-line. Assumes the ground slope is constant.
Clr L X
Horizontal distance from road centerline to left clearing limit
Clr R X
Horizontal distance from road centerline to right clearing limit.
Cul Cmt
Cul Dia
Cul Dip
Culvert dip angle measured from horizontal in % slope. For more information see Culvert Editor Panel.
Cul Fill
Depth of fill from top of culvert to subgrade (not including surfacing material). For more information see Culvert Editor Panel.
Cul Height
Cul Length
Cul Len L
Culvert length to left of center line
Cul Len R
Culvert length to right of center line
Cul Skew
Culvert skew angle measured from the L-line (0-180 clockwise). For more information see Culvert Editor Panel.
Cul Width
Culvert width. This field is only applicable to box culverts. For more information see Culvert Editor Panel.
Cul Inlet X, Y, Z
Culvert inlet coordinates.
Cul Outlet X, Y, Z
Culvert outlet coordinates.
Cut A.
Total cut cross sectional area not including stripping.
Cut Dp
Vertical offset from profile to ground on the L-line.
Ditch D L
Ditch depth left from subgrade to bottom of the ditch.
Ditch D R
Ditch depth right from subgrade to bottom of the ditch.
Ditch W L
Left ditch width across the bottom.
Ditch W R
Right ditch width across the bottom.
Fill A
Total fill cross sectional area
F Slope L
Final slope on the left before slope stake. Fill is negative.
F Slope R
Final slope on the right before slope stake. Fill is negative.
Grd. Lst %
Grade percent to last station.
Grd. Nxt %
Grade percent to next station.
H. Offset
Horizontal distance from P-line to L-line.
Hinge L X
Horizontal distance from L-line to left hinge point (top of fill or outside bottom of the ditch) See Hinge Points.
Hinge L Y
Vertical distance from L-line to left hinge point (top of fill or outside bottom of the ditch). See Hinge Points.
Hinge R X
Horizontal distance from L-line to right hinge point (top of fill or outside bottom of the ditch). See Hinge Points.
Hinge R Y
Vertical distance from L-line to right hinge point (top of fill or outside bottom of the ditch). See Hinge Points.
Index
Station Index. If the current station is within .5 (project units) of a traverse station this item is displayed. Otherwise "n/a" appears.
L-stn
Cumulative horizontal distance for L-line.
Lyr1 A.
Layer 1 cut cross sectional area not including stripping.
Lyr1 Dp.
Depth of layer 1 at the p-line location.
Lyr2 A.
Layer 2 cut cross sectional area not including stripping.
Lyr2 Dp.
Depth of layer 2 at the p-line location.
Lyr3 A.
Layer 3 cut cross sectional area not including stripping.
Plan Scale
Scale of the plan window. If there is more than 1 plan window this is the first (Plan:1).
Pro H scale
Profile window horizontal scale.
Pro V Scale
Profile window vertical scale.
P-Stn
Cumulative horizontal distance along the P-line.
P-Stk L
Slope distance to left slope stake from the P-line.
P-Stk R
Slope distance to right slope stake from the P-line.
P-Clr L
Slope distance to left clearing limit from the P-line.
P-Clr R
Slope distance to right clearing limit from the P-line.
Pt Num
Point number increment
Pt Type
Point Type- (P)lan, (G)rade, (R)eport
Rd. Wd
Width of road on sub-grade
Rd. Wd. L
Horizontal distance from L-line to left edge of sub-grade.
Rd. Wd. R
Horizontal distance from L-line to right edge of sub-grade.
Srf Elev
Elevation of final surface at centerline.
Srf Wd.
Width of final surface (left plus right). This is a horizontal distance.
Srf Wd. L
Width of final surface left of centerline. This is a horizontal distance.
Srf Wd. R
Width of final surface right of centerline. This is a horizontal distance.
Ssl
Ground Side Slope % left of the 1st shot.
Ssr
Ground Side Slope % right of the 1st shot.
Stk L
Slope distance from road center line (on ground) to left slope stake position.
Stk L X
Horizontal distance from L-line (road centerline) to left slope stake.
Stk L Y
Vertical offset from L-line (road centerline at grade) to left slope stake.
Stk R
Slope distance from road center line (on ground) to right slope stake position.
Stk R X
Horizontal distance from L-line (road centerline) to right slope stake.
Stk R Y
Vertical offset from L-line (road centerline at grade) to right slope stake.
Super L
Super R
Tmpl C, Tmpl L, Tmpl R
Template identifier
Total SD
Cumulative slope distance measured along the P-line.
Trav Cmnt
Text from the Survey/Map Module
V. Offset
Vertical offset from ground at P-line to the subgrade at L-line. If this value is negative the subgrade at L-line is below the P-line ground elevation.
