Volume of Traffic on the Primary Road System
Route |
2002 |
Rural/Municipal |
Section length (miles) | Annual average daily traffic |
Vehicle classification distribution |
Average daily vehicle miles | |||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Motorcylces |
Cars, vans and pickups | Total trucks and buses | Single unit trucks |
Combination trucks |
All vehicles | Trucks and buses | |||||||||||
Primary route section description |
|||||||||||||||||
Buses |
2Axles |
3Axles |
4 or more axles | 4 or less axles |
5Axles |
6 or more axles | Multiple trailers | ||||||||||
107 | 17 Cerro Gordo COUNTY | ||||||||||||||||
107 | JUNCTION VIRGINIA STREET | Municipal | 0.118 | 970 | 8 | 861 | 101 | 3 | 29 | 15 | 3 | 13 | 34 | 2 | 2 | 114 | 12 |
107 | INTERSECTION MASON STREET | Municipal | 0.180 | 1110 | 9 | 999 | 101 | 3 | 29 | 15 | 3 | 13 | 34 | 2 | 2 | 200 | 18 |
107 | JUNCTION CO RD B63 AT | ||||||||||||||||
107 | NORTH LIMITS OF MESERVEY | Municipal | 0.709 | 1060 | 9 | 967 | 84 | 2 | 19 | 10 | 2 | 13 | 34 | 2 | 2 | 752 | 60 |
107 | JUNCTION CO RD S14 | Rural | 0.820 | 820 | 7 | 729 | 84 | 2 | 19 | 10 | 2 | 13 | 34 | 2 | 2 | 672 | 69 |
107 | WEST LIMITS OF THORNTON | Rural | 4.444 | 560 | 4 | 450 | 106 | 3 | 32 | 16 | 4 | 13 | 34 | 2 | 2 | 2489 | 471 |
107 | INTERSECTION 5TH STREET | Municipal | 0.740 | 620 | 5 | 509 | 106 | 3 | 32 | 16 | 4 | 13 | 34 | 2 | 2 | 459 | 78 |
107 | JUNCTION 1ST STREET | Municipal | 0.242 | 790 | 6 | 678 | 106 | 3 | 32 | 16 | 4 | 13 | 34 | 2 | 2 | 191 | 26 |
107 | NORTH LIMITS OF THORNTON | Municipal | 0.479 | 980 | 8 | 866 | 106 | 3 | 32 | 16 | 4 | 13 | 34 | 2 | 2 | 469 | 51 |
107 | INTERSECTION CO RD B43 | Rural | 8.029 | 980 | 8 | 866 | 106 | 3 | 32 | 16 | 4 | 13 | 34 | 2 | 2 | 7868 | 851 |
107 | SOUTH LIMITS OF CLEAR LAKE AT | ||||||||||||||||
107 | INTERSECTION CO RD B35 | Rural | 3.052 | 1310 | 11 | 1193 | 106 | 3 | 32 | 16 | 4 | 13 | 34 | 2 | 2 | 3998 | 324 |
ROUTE SUMMARY - RURAL | 16.345 | 919 | 15027 | 1715 | |||||||||||||
ROUTE SUMMARY - MUNICIPAL | 2.468 | 885 | 2185 | 245 |