1 - HKU Libraries

T.P.DJVLV.2.6
(Al/2002)
Diagrams
6.3.3.1 Rural Expressway - Typical Cross Section on Embankments
6.3.3.2 Rural Expressway - Typical Cross Section in Cutting
6.3.3.3 Rural Expressway - Cross Section Where Full Hard Shoulder Cannot be Provided
6.3.3.4 Urban Expressway - Typical Cross Section on Embankments
6.3.3.5 Urban Expressway - Typical Cross Section in Cutting
6.3.3.6 Elevated Expressway - Typical Cross Section
6.3.3.7 Expressways in Depressed Roadway
6.3.3.8 Expressway Link Road, Depressed or Elevated, Typical Cross Sections
6.3.3.9 Expressway Slip Roads - Typical Cross Section
6.3.3.10 Expressway Slip Roads, Where Full Width Hard Shoulders Cannot Be Provided
6.3.3.11 Marginal Strip to Hard Shoulder Tapers
6.3.6.1 Expressway Merging Lanes (Design Speed 100 km/h or less)
6.3.6.2 Expressway Merging Lanes (Design Speed 100 km/h or less)
6.3.6.3 Expressway Merging Lanes (Design Speed 100 km/h or less)
6.3.6.4 Expressway Merging Lanes (Design Speed 100 km/h or less)
6.3.6.5 Expressway Diverging Lanes (Design Speed 100 km/h or less)
6.3.6.6 Expressway Diverging Lanes (Design Speed 100 km/h or less)
6.3.6.7 Expressway Diverging Lanes (Design Speed 100 km/h or less)
6.4.1.1 Expressway Signs
6.4.I2 Location of Expressway Signs
6.4.1.3 Warning Sign and Markings to Alert Motorists to Reduce Speed at Slip Roads
6.4.1.4 Location of Small Road Signs
6.4.1.5 Location of Large Road Signs
6.4.1.6 Location of Gantry Sign Supports
6.4.2.1 Visibility Envelope for Roadside Signs
6.4.2.2 Direction Sign Layout
6.4.3.1 Chainage Marker
6.7.1.1 Expressway Service Area
6.7.2.1 Service Area Direction Signs