3-5 Water and/or fines added to material to aid compaction and sta bilization to prevent raveling and rutting shall be incidental to the work. The quantity for payment of base and subbase placed on rock su bgrade shall include only that material placed above the normal subgrade line. Furnishing and placing base and sub base backfill material betw een the rock and the normal subgrade line will not be paid for directly but shall be considered incidental to the work. Payment will be made under: P a y I t e m P a y U n i t
304.10 Aggregate Subbase Course-Gravel C u b i c Y a r d
304.103 Aggregate Subbase Course-Gravel, Truck Measure Cubic Yard 304.104 Aggregate Subbase Course-Gravel, Plan Quantity Cubic Yard
304.14 Aggregate Base Course - Type A Cubic Yard
304.15 Aggregate Base Course - Type B Cubic Yard
304.16 Aggregate Base Course - Type C Cubic Yard
SECTION 306 - RECLAIMED MATERIAL FOR STABILIZED BASE Reserved SECTION 307 FULL DEPTH RECYCLING (UNTREATED OR TREATED WITH EMULSIFIED ASPHALT STABILIZER)
307.01 Description This work shall consist of pulverizing a po rtion of the existing
roadway structure into a homogenous mass, adding an emulsified asphalt stabilizer (if required) to the depth of the pulve rized material specified in the contract, placing and compacting this material to the lines, grades, and dimensions s hown on the plans or established by the Resident. MATERIALS
307.02 Pulverized Material Pulverized material shall consist o f the existing asphalt
pavement layers and one inch or more as specified of the underl ying gravel, pulverized and blended into a homogenous mass. Pulverized material will be pr ocessed to 100% passing a 2 inch square mesh sieve. 307.021 New Aggregate and Additional Recycled Material New agg regate, if required by the contract, shall meet the requirements of Subsection 703. 10 - Aggregate for Untreated Surface Course and Leveling Course, Type A. Aggregate Subbase C ourse Gravel Type D processed to 100 percent passing a 2 inch square mesh sieve and meeting the requirements