Exhibit 2-7.
Maxwell Drive PM peak hour volumes - Existing Conditions
|
PM Peak Hour 2002 |
Eastbound |
Westbound |
Southbound |
Intersection
Total |
LT |
TH |
Total |
TH |
RT |
Total |
LT |
RT |
Total |
16:00 |
43 |
232 |
275 |
231 |
37 |
268 |
64 |
38 |
102 |
645 |
16:15 |
32 |
207 |
239 |
236 |
54 |
290 |
68 |
32 |
100 |
629 |
16:30 |
46 |
231 |
277 |
239 |
54 |
293 |
71 |
52 |
123 |
693 |
16:45 |
43 |
228 |
271 |
231 |
42 |
273 |
65 |
38 |
103 |
647 |
17:00 |
57 |
230 |
287 |
244 |
70 |
314 |
90 |
50 |
140 |
741 |
17:15 |
49 |
230 |
279 |
281 |
45 |
326 |
108 |
55 |
163 |
768 |
17:30 |
52 |
219 |
271 |
255 |
54 |
309 |
75 |
34 |
109 |
689 |
17:45 |
36 |
189 |
225 |
276 |
50 |
326 |
79 |
49 |
128 |
679 |
Peak Hour
Volume |
194 |
868 |
1,062 |
1,056 |
219 |
1,275 |
352 |
188 |
540 |
2,877 |
Peak Hour
Factor |
0.85 |
0.94 |
0.93 |
0.94 |
0.78 |
0.98 |
0.81 |
0.85 |
0.83 |
0.94 |
|
|