TNAG-1516-FCO40-2077-Bridges-and-tunnels-in-Hong-Kong-1986 — Page 51

D4

+

Comparison

Table 2.1 Summary of Engineering Assessment cont'à (2)

Scheme I (Figure No. D4)

Scheme II (Figure No. D5)

Scheme III (Figure No. D6)

3.

iii)EHC to Taikoo

Shing

iii) Divergence of Taikoo Shing slip road from EHC exit ramp is substandard.

Unacceptable

iv)Weaving

iv)

movement on IEC.

No change to proposed EHC layout. Acceptable

iii)Divergence of Taikoo

Shing slip road from EHC exit ramp is substandard Unacceptable

iv) Substandard provison on

westbound carriageway between Taikoo Shing and Sai Wan Ho/Kornhill Interchange. Unacceptable

iii)Lengthy detour east to Java

Road and then under IEC back

to Taikoo Shing. Traffic disbenefit implications at Java Road junction and substandard merging and diverging at Taikoo Shing slip roads. Unacceptable

iv) No change to proposed EHC

layout. Acceptable

4.

Signing

4. Substandard sight distances.

4. Substandard sight distances.

4. Substandard sight distances.

}