Exhibit 4-28. I-87/Alternate Route 7 interchange Weaving Analyses

Parameter

Weave A Weave B Weave C
AM Peak PM Peak AM Peak PM Peak AM Peak PM Peak
Dataset 11 Dataset 12 Dataset 13 Dataset 14 Dataset 15 Dataset 16
Weaving section length (feet) 1,320 1,970 1,056
Volume ratio,VR .30 .31 .70 .68 .76 .70
Weaving ratio, R .35 .21 .36 .29 .32 .44
Speeds in weaving section (mph)
  • weaving
  • non-weaving

40.2
56.7

37.5
55.6

36.9
53.3

28.0
44.1

21.1
31.8

25.0
41.2
Lanes required for unconstrained flow 1.5 1.5 3.3 3.6 2.3 2.0
Constrained or unconstrained flow? Constrained Constrained Constrained Constrained Constrained Constrained
Weaving segment data
  • speed (mph)
  • density (pcpmpl)
  • level of service

50.5
9.4
A

48.9
12.5
B

40.6
12.0
B

31.7
38.2
E

22.9
76.2
F

28.4
35.4
E
Capacity (pc/hr) 6,637 6,635 9,640 9,640 4,214 4,214

Model limitations

A: Does the weaving flow rate exceed the model limit (the maximum allowable weaving flow rate)? No No No Yes Yes No
B: Does the total flow rate in the section exceed the basic freeway capacity? No No No No No No
C: Does the volume ratio, VR, exceed the model limit? No No Yes Yes Yes Yes
D: Type C constraint; not applicable here. - - - - - -
E: Is the weaving segment longer than 2,500 feet? No No No No No No