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.
}