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