| SURVEY OF OTHER KANSAS COMMUNITIES | |||||||||
| Residential | Collector | Arterial | |||||||
| City/Contact | Base | Asphalt | Concrete | Base | Asphalt | Concrete | Base | Asphalt | Concrete |
| Lenexa Mike Novak, P.E. | 12" Scarify 95% Proctor | 8" | 8" | Depend on geotech report up to 12" flyash | 9" | 9" | Depend on geotech Report -up to 12" flyash | 11" | 10" |
| Olathe Keith Markway | 9" flyash | 8" | 6" | 9" flyash | 10" | 7" | Design based on traffic volume/ load | ||
| Manhattan Jerry Petty, P.E. | 12" Scarify 95% Proctor | 8-1/2" | 6" | 12" Scarify 95% Proctor | 10-1/2" | 8" | Design based on traffic volume/ load | ||
| Wichita Steve Lackey, P.E. | 5" Crushed Rock w/ Tensar geogrid | 5" | 5" Crushed Rock w/ Tensar geogrid | 8" | 6" Crushed Rock | 9" | |||
| Topeka Lee Holmes, P.E. | 12" Scarify 95% Proctor | 8" | 6" | 12" Scarify 95% Proctor | 8" | 6" | Design based on traffic volume/ load | ||
| Salina Shawn O'Leary, P.E. | 12" Scarify 95% Proctor | 8" | 6" | 9" Lime | 11" | 9" | Design based on traffic volume/ load | ||
| Overland Park Doug Brown, P.E. | 8" flyash | 8" | 8" flyash | 9" | Design based on traffic typically 9"-12" flyash | 12" | 10" | ||
| Emporia | 6" Lime 9" flyash | 8" | 6" | 6" Lime 9" flyash | 10" | 8" NRDJ | 9" Lime 12" flyash | 12" | 10" |
| Lawrence | Compaction | 8" | 6" | Compaction | 10" | 7" | Based on traffic volume/ load | ||