Volume of Traffic on the Primary Road System
Route |
2011 |
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 | 0.404 | 14400 | 36 | 13143 | 1221 | 53 | 466 | 92 | 16 | 84 | 408 | 42 | 60 | 5818 | 493 |
27 | INTERSECTION VIKING AVENUE | Municipal | 1.001 | 17900 | 45 | 16634 | 1221 | 53 | 466 | 92 | 16 | 84 | 408 | 42 | 60 | 17918 | 1222 |
27 | INTERSECTION GREENHILL ROAD | Municipal | 1.146 | 23600 | 60 | 22319 | 1221 | 53 | 466 | 92 | 16 | 84 | 408 | 42 | 60 | 27046 | 1399 |
27 | IA 934 INTERCHANGE | Municipal | 1.147 | 22300 | 56 | 20809 | 1435 | 59 | 523 | 103 | 18 | 103 | 502 | 52 | 74 | 25578 | 1646 |
27 | EAST-NORTH WEST-NORTH RAMP | Municipal | 0.230 | 3870 | 10 | 3783 | 77 | 4 | 36 | 7 | 1 | 4 | 20 | 2 | 3 | 890 | 18 |
27 | SOUTH-EAST SOUTH-WEST RAMP | Municipal | 0.280 | 3730 | 10 | 3658 | 62 | 4 | 39 | 8 | 1 | 1 | 7 | 1 | 1 | 1044 | 17 |
27 | EAST-SOUTH WEST-SOUTH RAMP | Municipal | 0.218 | 3020 | 8 | 2923 | 89 | 5 | 45 | 9 | 2 | 4 | 19 | 2 | 3 | 658 | 19 |
27 | NORTH-EAST NORTH-WEST RAMP | Municipal | 0.230 | 3290 | 9 | 3232 | 49 | 2 | 13 | 3 | 0 | 4 | 21 | 2 | 3 | 757 | 11 |
27 | 18TH STREET INTERCHANGE | Municipal | 0.606 | 22700 | 57 | 21233 | 1410 | 55 | 488 | 97 | 17 | 106 | 518 | 53 | 75 | 13756 | 854 |
27 | WATERLOO ROAD INTERCHANGE | Municipal | 0.190 | 15300 | 38 | 14041 | 1221 | 44 | 386 | 76 | 14 | 99 | 482 | 50 | 71 | 2907 | 232 |
27 | N-E N-W N-S RAMP | Municipal | 0.210 | 2960 | 8 | 2838 | 114 | 7 | 66 | 13 | 2 | 4 | 17 | 2 | 3 | 622 | 24 |
27 | E-N W-N S-N RAMP | Municipal | 0.264 | 2820 | 7 | 2701 | 111 | 7 | 62 | 12 | 2 | 4 | 19 | 2 | 3 | 744 | 29 |
27 | NORTHBOUND CONNECTION | Municipal | 0.099 | 2780 | 7 | 2692 | 81 | 4 | 39 | 8 | 1 | 4 | 19 | 2 | 3 | 275 | 8 |
27 | S-E S-W S-N RAMP | Municipal | 0.192 | 4010 | 11 | 3902 | 97 | 5 | 45 | 9 | 2 | 5 | 25 | 3 | 4 | 770 | 19 |
27 | E-S W-S N-S RAMP | Municipal | 0.218 | 3400 | 9 | 3299 | 92 | 6 | 57 | 11 | 2 | 2 | 10 | 1 | 1 | 741 | 20 |
27 | SOUTHBOUND CONNECTION | Municipal | 0.218 | 1880 | 5 | 1815 | 60 | 4 | 37 | 7 | 1 | 1 | 7 | 1 | 1 | 410 | 13 |
27 | US 218 & IA 57 INTERCHANGE | Municipal | 1.287 | 21100 | 53 | 19602 | 1445 | 58 | 513 | 102 | 18 | 107 | 518 | 53 | 75 | 27156 | 1860 |
ROUTE SUMMARY - MUNICIPAL | 7.940 | 16006 | 127090 | 7884 |