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 | ||||||||||
27 | 7 Black Hawk COUNTY | ||||||||||||||||
27 | DUPLICATE ROUTE WITH US 20 US 20 INTERCHANGE TO | ||||||||||||||||
27 | INTERSECTION RIDGEWAY AVENUE | Municipal | 0.398 | 10600 | 66 | 9728 | 805 | 26 | 162 | 92 | 10 | 79 | 394 | 26 | 14 | 4219 | 320 |
27 | INTERSECTION VIKING AVENUE | Municipal | 0.988 | 15500 | 98 | 14504 | 895 | 35 | 212 | 121 | 14 | 79 | 394 | 26 | 14 | 15314 | 884 |
27 | INTERSECTION GREENHILL ROAD | Municipal | 1.143 | 17900 | 114 | 16829 | 954 | 40 | 245 | 140 | 16 | 79 | 394 | 26 | 14 | 20460 | 1090 |
27 | IA 934 INTERCHANGE | Municipal | 1.144 | 16100 | 102 | 15065 | 931 | 38 | 232 | 132 | 15 | 79 | 394 | 26 | 14 | 18418 | 1065 |
27 | 18TH STREET INTERCHANGE | Municipal | 0.599 | 17600 | 111 | 16434 | 1052 | 51 | 314 | 179 | 20 | 75 | 374 | 25 | 13 | 10542 | 630 |
27 | WATERLOO ROAD INTERCHANGE | Municipal | 0.190 | 13000 | 81 | 12012 | 904 | 45 | 276 | 157 | 18 | 63 | 313 | 21 | 11 | 2470 | 172 |
27 | NORTH LIMITS OF CEDAR FALLS | Municipal | 0.430 | 19100 | 121 | 17873 | 1103 | 57 | 346 | 197 | 22 | 74 | 369 | 25 | 13 | 8213 | 474 |
27 | US 218 & IA 57 INTERCHANGE | Rural | 0.857 | 19100 | 121 | 17873 | 1103 | 57 | 346 | 197 | 22 | 74 | 369 | 25 | 13 | 16369 | 945 |
ROUTE SUMMARY - RURAL | 0.857 | 19100 | 16369 | 945 | |||||||||||||
ROUTE SUMMARY - MUNICIPAL | 4.892 | 16279 | 79636 | 4635 |