TABLE A-RECONSTRUCTION
TRAFFIC VOLUME | ROADWAY WIDTH DIMENSIONS IN FEET | ||||
Design Class | Current ADT | Design Speed MPH | Traveled Way | Shoulder | Roadway |
T1 | Under 250 | 40 | 20 | 3 | 26 |
T2 | 250-750 | 50 | 22 | 4 | 30 |
T3 | Over 750 | 55 | 24 | 6 | 36 |
TABLE B RESURFACING AND RE CONDINIONING
TRAFFIC VOLUME | ROADWAY WIDTH DIMENSIONS IN FEET | ||||
Design Class | Current ADT | Design Speed MPH | Traveled Way | Shoulder | Roadway |
TR1 | Under 250 | - | 18 | 2 | 22 |
TR2 | 250 -400 | 40 | 20 | 2 | 24 |
TR3 | 401 -750 | 50 | 22 | 2 | 26 |
TR4 | Over 750 | 55 | 22 | 4 | 30 |
Note: Examples of resurfacing and reconditioning improvements which may be appropriate for existing town roads include, but are not limited to, pavement rehabilitation; widening lanes and shoulders; replacing bridge elements to correct structural deficiencies; bridge deck overlays; bridge and culvert replacement; and other related improvements such as minor grading, subgrade work and correction of drainage problems.
TABLE C- EXISTING BRIDGES
CURRENT TRAFFIC VOLUME ADT | USABLE BRIDGE WIDTH |
Under 400 | Traveled way |
400 - 750 | Traveled way plus 1 foot each side |
Over 750 | Traveled way plus 2 feet each side |
Wis. Admin. Code Department of Transportation Trans 204.03