|
|
 |
|
Figure 6 - Relationship of Major- and Minor-Road Flows with Differing Shoulder Widths (based on Model 2)
Excel | CSV
| 12,000 |
5,524 |
12,000 |
7,052 |
12,000 |
7,969 |
12,000 |
9,004 |
12,000 |
10,174 |
| 12,600 |
4,897 |
12,700 |
6,132 |
12,800 |
6,796 |
12,900 |
7,533 |
13,000 |
8,351 |
| 13,200 |
4,366 |
13,400 |
5,372 |
13,600 |
5,852 |
13,800 |
6,378 |
14,000 |
6,955 |
| 13,800 |
3,913 |
14,100 |
4,737 |
14,400 |
5,082 |
14,700 |
5,457 |
15,000 |
5,867 |
| 14,400 |
3,523 |
14,800 |
4,204 |
15,200 |
4,447 |
15,600 |
4,713 |
16,000 |
5,003 |
| 15,000 |
3,185 |
15,500 |
3,751 |
16,000 |
3,919 |
16,500 |
4,104 |
17,000 |
4,308 |
| 15,600 |
2,892 |
16,200 |
3,364 |
16,800 |
3,474 |
17,400 |
3,600 |
18,000 |
3,742 |
| 16,200 |
2,634 |
16,900 |
3,030 |
17,600 |
3,098 |
18,300 |
3,179 |
19,000 |
3,274 |
| 16,800 |
2,408 |
17,600 |
2,741 |
18,400 |
2,776 |
19,200 |
2,824 |
20,000 |
2,885 |
| 17,400 |
2,209 |
18,300 |
2,490 |
19,200 |
2,499 |
20,100 |
2,522 |
21,000 |
2,558 |
| 18,000 |
2,031 |
19,000 |
2,270 |
20,000 |
2,260 |
21,000 |
2,264 |
22,000 |
2,281 |
| 18,600 |
1,874 |
19,700 |
2,076 |
20,800 |
2,051 |
21,900 |
2,041 |
23,000 |
2,044 |
| 19,200 |
1,732 |
20,400 |
1,905 |
21,600 |
1,869 |
22,800 |
1,848 |
24,000 |
1,840 |
| 19,800 |
1,606 |
21,100 |
1,753 |
22,400 |
1,709 |
23,700 |
1,680 |
25,000 |
1,664 |
| 20,400 |
1,492 |
21,800 |
1,617 |
23,200 |
1,567 |
24,600 |
1,532 |
26,000 |
1,510 |
| 21,000 |
1,389 |
22,500 |
1,496 |
24,000 |
1,441 |
25,500 |
1,402 |
27,000 |
1,376 |
| 21,600 |
1,296 |
23,200 |
1,387 |
24,800 |
1,329 |
26,400 |
1,287 |
28,000 |
1,258 |
| 22,200 |
1,211 |
23,900 |
1,289 |
25,600 |
1,229 |
27,300 |
1,185 |
29,000 |
1,154 |
| 22,800 |
1,134 |
24,600 |
1,200 |
26,400 |
1,139 |
28,200 |
1,094 |
30,000 |
1,061 |
|
|
