Table 1: Traffic demand conditions for which simulation runs were performed for each control scenario.

Simulation Run No. Seed
Value
%HGV
(vph)
Mainline initial entry flow
(vph)
On-ramp-1 Flow
(vph)
On-ramp-1 to Off-ramp Flow
(vph)
Mainline to Off-ramp Flow
(vph)
On-ramp-2 Flow
(vph)
Total Demand Flow Down-stream On-ramp-2
(vph)
1 5 12.5 6175 1900 475 1425 1425 7600
2 10 12.5 6175 1900 475 1425 1425 7600
3 15 12.5 6175 1900 475 1425 1425 7600
4 5 12.5 6825 2100 525 1575 1575 8400
5 10 12.5 6825 2100 525 1575 1575 8400
6 15 12.5 6825 2100 525 1575 1575 8400
7 5 12.5 5871 2660 931 1729 1729 7600
8 10 12.5 5871 2660 931 1729 1729 7600
9 15 12.5 5871 2660 931 1729 1729 7600
10 5 12.5 6489 2940 1029 1911 1911 8400
11 10 12.5 6489 2940 1029 1911 1911 8400
12 15 12.5 6489 2940 1029 1911 1911 8400
13 5 17.5 6175 1900 475 1425 1425 7600
14 10 17.5 6175 1900 475 1425 1425 7600
15 15 17.5 6175 1900 475 1425 1425 7600
16 5 17.5 6825 2100 525 1575 1575 8400
17 10 17.5 6825 2100 525 1575 1575 8400
18 15 17.5 6825 2100 525 1575 1575 8400
19 5 17.5 5871 2660 931 1729 1729 7600
20 10 17.5 5871 2660 931 1729 1729 7600
21 15 17.5 5871 2660 931 1729 1729 7600
22 5 17.5 6489 2940 1029 1911 1911 8400
23 10 17.5 6489 2940 1029 1911 1911 8400
24 15 17.5 6489 2940 1029 1911 1911 8400