Contoh Gambar Cross Section (IRWIN SEPTIYADI) [PDF]

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Irwin Septiyadi Cross Section Jalan Utama 56+000 56+000 CL



ROW = 44.24



55 2.45



1.00



5.90



5.50



2.00



ROW = 44.24



12.72



12.95



12.72



12.95



0.75 0.75 Rounding



45



3.00



2 @ 3.60 = 7.20



1.50



Outer Shoulder



Travelled Way



Inner Shoulder



Guardrail



2.50



Concrete Barrier ATB = 10cm Drainage Layer t = 45cm FG=37.817



Common Fill



40



Solid Soding



1.50



2 @ 3.60 = 7.20



3.00



Inner Shoulder



Travelled Way



Outer Shoulder



5.50



5.90



1.00



Guardrail



Concrete Barrier FG=37.817



2.0%



4.0 %



0.75 Rounding



ATB = 10cm Drainage Layer t = 45cm 2.0%



Common Fill Solid Soding



4.0%



Geotextile Non Woven Lebar = 2.50 m



Geotextile Non Woven Lebar = 2.50 m



2



35



2.00



0.75



1



Rigit Pavement t=30cm



Rigit Pavement t=30cm



Lean Concrete t=10cm



Lean Concrete t=10cm



Drainage Layer t=15cm



Drainage Layer t=15cm



2 1



DS - 6



DS - 6



2 2



2



1 1



1



30 DS -1 ELV 27.861 DS -1 ELV 27.861



JARAK (m)



9.21



10.20



10.41



7.78



3.59



6.63



8.21



5.50



7.99



28.881 28.881



28.861



31.633 2.00



29.115



12.72



29.015



30.665 3.37



31.533



2.50



28.910



9.20



37.533



37.633



2.50



30.733



9.20



37.817



37.817



2.50



30.897



12.72



37.633



37.533



2.00



30.806



3.84



31.533



31.613



29.691



29.711 29.691



5.90



31.047



ELEVASI TANAH ASLI



2.45 1.00



30.863



JARAK (m)



30.934



ELEVASI FINISH GRADE



30.936



Existing



Rencana



25



5.90



1.00