Volume of Traffic on the Primary Road System
Route |
2010 |
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 | 0.196 | 14600 | 28 | 13331 | 1241 | 52 | 496 | 80 | 9 | 91 | 417 | 37 | 58 | 2862 | 243 |
27 | INTERSECTION VIKING AVENUE | Municipal | 1.001 | 18200 | 36 | 16924 | 1241 | 52 | 496 | 80 | 9 | 91 | 417 | 37 | 58 | 18218 | 1242 |
27 | INTERSECTION GREENHILL ROAD | Municipal | 1.146 | 24000 | 48 | 22711 | 1241 | 52 | 496 | 80 | 9 | 91 | 417 | 37 | 58 | 27504 | 1422 |
27 | IA 934 INTERCHANGE | Municipal | 1.147 | 22700 | 45 | 21197 | 1458 | 58 | 557 | 90 | 10 | 112 | 514 | 46 | 71 | 26037 | 1672 |
27 | EAST-NORTH WEST-NORTH RAMP | Municipal | 0.230 | 3930 | 8 | 3844 | 78 | 4 | 38 | 6 | 1 | 4 | 20 | 2 | 3 | 904 | 18 |
27 | SOUTH-EAST SOUTH-WEST RAMP | Municipal | 0.280 | 3790 | 8 | 3719 | 63 | 4 | 41 | 7 | 1 | 2 | 7 | 1 | 1 | 1061 | 18 |
27 | EAST-SOUTH WEST-SOUTH RAMP | Municipal | 0.218 | 3070 | 6 | 2973 | 90 | 5 | 48 | 8 | 1 | 4 | 19 | 2 | 3 | 669 | 20 |
27 | NORTH-EAST NORTH-WEST RAMP | Municipal | 0.230 | 3340 | 7 | 3284 | 49 | 1 | 14 | 2 | 0 | 5 | 21 | 2 | 3 | 768 | 11 |
27 | 18TH STREET INTERCHANGE | Municipal | 0.606 | 23100 | 46 | 21622 | 1433 | 55 | 520 | 84 | 10 | 116 | 529 | 47 | 74 | 13999 | 868 |
27 | WATERLOO ROAD INTERCHANGE | Municipal | 0.190 | 15500 | 30 | 14230 | 1240 | 43 | 411 | 66 | 8 | 108 | 492 | 44 | 68 | 2945 | 236 |
27 | N-E N-W N-S RAMP | Municipal | 0.210 | 3010 | 6 | 2889 | 115 | 7 | 70 | 11 | 1 | 4 | 17 | 2 | 3 | 632 | 24 |
27 | E-N W-N S-N RAMP | Municipal | 0.264 | 2870 | 6 | 2752 | 112 | 7 | 65 | 11 | 1 | 4 | 19 | 2 | 3 | 758 | 30 |
27 | NORTHBOUND CONNECTION | Municipal | 0.099 | 2820 | 6 | 2733 | 82 | 4 | 42 | 7 | 1 | 4 | 19 | 2 | 3 | 279 | 8 |
27 | S-E S-W S-N RAMP | Municipal | 0.192 | 4070 | 8 | 3962 | 99 | 5 | 48 | 8 | 1 | 6 | 26 | 2 | 3 | 781 | 19 |
27 | E-S W-S N-S RAMP | Municipal | 0.218 | 3450 | 7 | 3350 | 93 | 6 | 61 | 10 | 1 | 2 | 10 | 1 | 1 | 752 | 20 |
27 | SOUTHBOUND CONNECTION | Municipal | 0.218 | 1910 | 4 | 1845 | 61 | 4 | 40 | 6 | 1 | 2 | 7 | 1 | 1 | 416 | 13 |
27 | US 218 & IA 57 INTERCHANGE | Municipal | 1.287 | 21400 | 42 | 19890 | 1468 | 57 | 546 | 88 | 10 | 116 | 529 | 47 | 74 | 27542 | 1889 |
ROUTE SUMMARY - MUNICIPAL | 7.732 | 16312 | 126127 | 7753 |