Road Estimator L-section · cross sections · cut / fill areas and volumes (trapezoidal & prismoidal) · pavement layers

Road templates

Your own standard cross sections: carriageway, camber, shoulders, side slopes, subgrade and the pavement layers (BC, DBM, WMM, GSB ...) with their hatching. Use them for new estimates or apply them to an estimate in the editor.

New template

You can also save the template of any estimate from its editor (“Save as template”).

My template (Four-lane divided carriageway half (2 x 3.5 m), 1.5 m paved ) 30 Oct 2026
CH 0/000 FRL 0.000 GL -1.000 FILL 1.000 m 2.000 1.500 3.500 3.500 1.500 2.000 14.000 2.50 % 2.50 % 3.00 % 3.00 % 2H:1V 2H:1V BC 40 mm - top RL 0.000 DBM 110 mm - top RL -0.040 WMM 250 mm - top RL -0.150 GSB 230 mm - top RL -0.400 Formation RL -0.630 (subgrade 500 mm) OFFSET -11 -8.63 -7 -5 -3.5 0 3.5 5 7 8.63 11 PROP. RL -1.000 -0.185 -0.125 -0.087 0.000 -0.087 -0.125 -0.185 -1.000 Datum -1.50 H 1:150 V 1:75 Carriageway 7 m, camber 2.5 % Paved shoulder 1.5 m, earthen 2 m @ 3 % Side slopes fill 2H:1V, cut 1H:1V

Roadway 14.0 m · carriageway 7.0 m · pavement 630 mm (BC 40 + DBM 110 + WMM 250 + GSB 230)

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My template (Two-lane road, 7.0 m carriageway, 1.5 m paved + 1.0 m earthe) 30 Oct 2026
CH 0/000 FRL 0.000 GL -1.000 FILL 1.000 m 1.000 1.500 3.500 3.500 1.500 1.000 12.000 2.50 % 2.50 % 3.00 % 3.00 % 2H:1V 2H:1V BC 40 mm - top RL 0.000 DBM 60 mm - top RL -0.040 WMM 250 mm - top RL -0.100 GSB 200 mm - top RL -0.350 Formation RL -0.550 (subgrade 500 mm) OFFSET -10 -7.69 -6 -5 -3.5 0 3.5 5 6 7.69 10 PROP. RL -1.000 -0.155 -0.125 -0.087 0.000 -0.087 -0.125 -0.155 -1.000 Datum -1.50 H 1:125 V 1:62.5 Carriageway 7 m, camber 2.5 % Paved shoulder 1.5 m, earthen 1 m @ 3 % Side slopes fill 2H:1V, cut 1H:1V

Roadway 12.0 m · carriageway 7.0 m · pavement 550 mm (BC 40 + DBM 60 + WMM 250 + GSB 200)

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My template (Two-lane road, 7.0 m carriageway, 1.5 m paved + 1.0 m earthe) 31 Oct 2026
CH 0/000 FRL 0.000 GL -1.000 FILL 1.000 m 1.000 1.500 3.500 3.500 1.500 1.000 12.000 2.50 % 2.50 % 3.00 % 3.00 % 2H:1V 2H:1V BC 40 mm - top RL 0.000 DBM 60 mm - top RL -0.040 WMM 250 mm - top RL -0.100 GSB 200 mm - top RL -0.350 Formation RL -0.550 (subgrade 500 mm) OFFSET -10 -7.69 -6 -5 -3.5 0 3.5 5 6 7.69 10 PROP. RL -1.000 -0.155 -0.125 -0.087 0.000 -0.087 -0.125 -0.155 -1.000 Datum -1.50 H 1:125 V 1:62.5 Carriageway 7 m, camber 2.5 % Paved shoulder 1.5 m, earthen 1 m @ 3 % Side slopes fill 2H:1V, cut 1H:1V

Roadway 12.0 m · carriageway 7.0 m · pavement 550 mm (BC 40 + DBM 60 + WMM 250 + GSB 200)

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