Kerja Awalan Menaik Taraf Jalan Paroi – Senawang, dari Plaza Tol Senawang sehingga Persimpangan Lebuhraya LEKAS, Seremban, Negeri Sembilan. Prepared by DPI Konsult Sdn Bhd.
Conceptual, for illustration only. Not a design submission. The alignment and profile are DPIK's tender-stage concept; the cross-section, pier sizes and heights are indicative.
6.0 kmconcept mainline, CH 0+000 to 6+023
5.1 kmelevated viaduct, Abutment A to B
128piers, spans 30–130 m
2 × 2lanes, 3.5 m, dual carriageway
Views along the corridor
The corridor from Plaza Tol Senawang to the LEKAS interchangeTie-in at Plaza Tol Senawang, Abutment A (CH 0+315)Viaduct following FT242 above the existing signalised junctionsDriver's view, northbound, left laneMid-corridor, CH 2+300From the Paroi / LEKAS end, looking back along the viaduct
How this model was made
Alignment: DPIK's tender-stage horizontal and vertical alignment (MX), in the GDM2000 Negeri Sembilan & Melaka Cassini grid (EPSG:3378).
Open BIM: the same geometry is exported as an IFC 4.3 model (IfcAlignment, IfcBridge, IfcRoad), georeferenced, and validated against the IFC schema. It opens in any IFC 4.3 viewer.
Context: Google Photorealistic 3D Tiles, shown with Google's attribution.
In the design stage this becomes the LOD 300 federated model under the BIM Execution Plan and CDE, used for clash detection against utilities and existing structures.