Wis. Admin. Code Department of Transportation Trans 204.03 - Town road standards
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 |
Notes
State regulations are updated quarterly; we currently have two versions available. Below is a comparison between our most recent version and the prior quarterly release. More comparison features will be added as we have more versions to compare.