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 | ||||||||||
275 | 65 Mills COUNTY | ||||||||||||||||
275 | NORTH LIMITS OF TABOR | Municipal | 0.131 | 1670 | 14 | 1464 | 193 | 7 | 66 | 34 | 8 | 19 | 53 | 4 | 3 | 219 | 25 |
275 | EAST JUNCTION US 34 | Rural | 8.812 | 2030 | 17 | 1806 | 207 | 8 | 71 | 36 | 8 | 21 | 57 | 4 | 3 | 17888 | 1824 |
275 | DUPLICATE ROUTE WITH US 34 US 34 WEST INTERCHANGE TO | ||||||||||||||||
275 | SOUTH LIMITS OF GLENWOOD | Rural | 0.448 | 6900 | 44 | 6454 | 401 | 31 | 189 | 108 | 12 | 9 | 47 | 3 | 1 | 3091 | 180 |
275 | INTERSECTION SHARP STREET | Municipal | 0.597 | 7400 | 48 | 7160 | 190 | 12 | 73 | 42 | 5 | 9 | 45 | 3 | 1 | 4418 | 113 |
275 | INTERSECTION 4TH STREET | Municipal | 0.279 | 5800 | 52 | 5638 | 109 | 5 | 50 | 25 | 6 | 6 | 16 | 1 | 0 | 1618 | 30 |
275 | NORTH LIMITS OF GLENWOOD | Municipal | 0.578 | 4080 | 37 | 3941 | 102 | 5 | 46 | 23 | 5 | 6 | 16 | 1 | 0 | 2358 | 59 |
275 | JUNCTION 225TH STREET | Rural | 0.684 | 3040 | 27 | 2904 | 109 | 5 | 49 | 25 | 6 | 6 | 16 | 1 | 0 | 2079 | 75 |
275 | JUNCTION ELROD AVENUE | Rural | 2.188 | 2450 | 22 | 2319 | 109 | 5 | 49 | 25 | 6 | 6 | 16 | 1 | 0 | 5361 | 238 |
275 | JUNCTION CO RD H12 | Rural | 2.585 | 2140 | 19 | 2012 | 109 | 5 | 49 | 25 | 6 | 6 | 16 | 1 | 0 | 5532 | 282 |
275 | SOUTH LINE OF POTTAWATTAMIE CO | Rural | 2.306 | 2980 | 26 | 2844 | 109 | 5 | 49 | 25 | 6 | 6 | 16 | 1 | 0 | 6872 | 251 |
ROUTE SUMMARY - RURAL | 17.023 | 2398 | 40823 | 2850 | |||||||||||||
ROUTE SUMMARY - MUNICIPAL | 1.585 | 5434 | 8613 | 227 |