---
title: Soil Stabilization and Modification
…231 unchanged lines
label: Lime Application Rate (by dry soil weight)
type: range
−unit: %
+unit: '%'
min: 3
max: 8
…9 unchanged lines
label: Cement Application Rate (by dry soil weight)
type: range
−unit: %
+unit: '%'
min: 3
max: 10
…9 unchanged lines
label: Class C Fly Ash Application Rate (by dry soil weight)
type: range
−unit: %
+unit: '%'
min: 8
max: 16
…42 unchanged lines
label: Minimum Compaction (percent of maximum dry density)
type: range
−unit: %
+unit: '%'
min: 95
max: 100
…175 unchanged lines
### The finished elevation and tolerance of the treated layer shall be coordinated with the overlying course requirements of [[sync/aggregate-base-course]] or [[sync/asphalt-paving]] so that the design section thickness is preserved.