Annex B2-3 Traffic Forecast at Year 2018 -
With Cross Bay Link in operation |
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2018 AM Peak |
2018 PM Peak |
2018 SENT Peak |
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Total (With the Extension) |
Ref (Without the Extension) |
Total (With the Extension) |
Ref (Without the Extension) |
Total (With the Extension) |
Ref (Without the Extension) |
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Flow no. |
Road Name |
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Junction |
Veh/hr |
%HGV |
Veh/hr |
%HGV |
Veh/hr |
%HGV |
Veh/hr |
%HGV |
Veh/hr |
%HGV |
Veh/hr |
%HGV |
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1 |
Access road to SENT Landfill Extension |
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272 |
70% |
- |
- |
286 |
64% |
- |
- |
286 |
83% |
- |
- |
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2 |
Access road to Fill Bank |
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1,469 |
70% |
1,197 |
70% |
1,099 |
64% |
813 |
64% |
1,862 |
83% |
1,576 |
83% |
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3 |
Wan Po Road - south of Chun Wang Street |
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1,469 |
70% |
1,197 |
70% |
1,099 |
64% |
813 |
64% |
1,862 |
83% |
1,576 |
83% |
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4 |
Chun Wan Street |
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8 |
217 |
47% |
217 |
47% |
89 |
59% |
89 |
59% |
274 |
59% |
274 |
59% |
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5 |
Wan Po Road - south of access road to SENT |
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1,591 |
49% |
1,319 |
49% |
1,094 |
63% |
808 |
63% |
2,014 |
71% |
1,728 |
71% |
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6 |
Access road to SENT Landfill |
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7 |
0 |
0% |
0 |
0% |
0 |
0% |
0 |
0% |
0 |
0% |
0 |
0% |
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7 |
Wan Po Road - south of Chun Yat St |
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1,591 |
100% |
1,319 |
100% |
1,094 |
92% |
808 |
92% |
2,014 |
90% |
1,728 |
90% |
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8 |
Chun Yat Street |
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6 |
1,582 |
40% |
1,582 |
40% |
1,650 |
31% |
1,650 |
31% |
1,878 |
31% |
1,878 |
31% |
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9 |
Wan Po Road - south of Wan O Rd |
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2,686 |
38% |
2,404 |
38% |
2,374 |
29% |
2,078 |
29% |
3,254 |
56% |
2,958 |
56% |
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10 |
Wan O Road |
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5 |
1,693 |
52% |
1,576 |
52% |
1,326 |
52% |
1,203 |
52% |
1,928 |
52% |
1,805 |
52% |
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11 |
Wan Po Road - south of Shek Kok Rd |
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3,049 |
71% |
2,894 |
71% |
2,620 |
48% |
2,457 |
48% |
3,518 |
67% |
3,355 |
67% |
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12 |
Shek Kok Road |
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4 |
1,638 |
71% |
1,638 |
71% |
1,512 |
60% |
1,512 |
60% |
1,658 |
60% |
1,658 |
60% |
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13 |
Wan Po Road - south of Road D10 |
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5,324 |
69% |
5,169 |
69% |
4,826 |
71% |
4,663 |
71% |
5,838 |
72% |
5,675 |
72% |
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14 |
Road D10 |
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1,444 |
71% |
1,444 |
71% |
1,155 |
60% |
1,155 |
60% |
1,444 |
60% |
1,444 |
60% |
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15 |
Wan Po Road - south of Pak Shing Kok Rd |
Note [a] |
3 |
6,574 |
63% |
6,419 |
63% |
5,478 |
81% |
5,315 |
81% |
7,088 |
81% |
6,925 |
81% |
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16 |
Wan Po Road - south of Fung Loi Ave |
Note [a] |
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6,610 |
40% |
6,455 |
40% |
5,848 |
78% |
5,685 |
78% |
7,162 |
66% |
6,999 |
66% |
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17 |
Fung Loi Ave |
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2 |
166 |
42% |
166 |
42% |
86 |
71% |
86 |
71% |
195 |
71% |
195 |
71% |
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18 |
Wan Po Road - south of roundabout |
Note [a] |
1 |
6,605 |
44% |
6,450 |
44% |
5,918 |
70% |
5,755 |
70% |
7,168 |
66% |
7,005 |
66% |
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19 |
Wan Po Road NB |
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4,109 |
44% |
4,073 |
44% |
3,628 |
70% |
3,590 |
70% |
4,324 |
66% |
4,287 |
66% |
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20 |
Wan Po Road SB |
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2,576 |
44% |
2,436 |
44% |
2,030 |
70% |
1,882 |
70% |
2,778 |
66% |
2,631 |
66% |
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21 |
Chui Shun Road EB |
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568 |
43% |
547 |
43% |
719 |
43% |
697 |
43% |
731 |
48% |
709 |
48% |
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22 |
Chui Shun Road WB |
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447 |
42% |
426 |
42% |
415 |
48% |
394 |
48% |
522 |
49% |
500 |
49% |
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23 |
Wan Po Road Flyover |
Note [a] |
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6,099 |
44% |
6,006 |
44% |
5,137 |
70% |
5,040 |
70% |
6,375 |
66% |
6,277 |
66% |
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24 |
Wan Po Road RA - south bound |
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162 |
44% |
162 |
44% |
265 |
70% |
265 |
70% |
207 |
66% |
207 |
66% |
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25 |
Wan Po Road RA - north bound |
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345 |
44% |
283 |
44% |
515 |
70% |
449 |
70% |
586 |
66% |
521 |
66% |
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Note: |
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[a] |
As advised
by the Traffic Consultant, the full capacity of Wan Po Road is 6,000 vehicles
per hour. The full capacity has been employed in the traffic noise assessment
for sections with forecast exceeding the capacity. |
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