344.1 344.2(d)
344.1DESCRIPTION —This wor k consists of in -place pulverizing and mixing a combination of existing
roadway material layers, stabilizing additives, and imported aggregate or RA P material, as required, to specified depths and grading, and compacting the mixed materials to form a new pavement base layer upon which a n asphalt overlay , or a surface treatment is applied. This work is defined as full -depth reclamation
344.2MATERIAL —
which may include bound pavement layers, aggregate subbase material, and subgrade material , such that 95% of the material passes the 2 -inch sieve.
14 or provide reclaimed aggregate material (RAM) meeting the specified size (e.g., AASHTO No. 57) as required by the approved mix design .
processed RAP material with 95 % passing the 2 -inch sieve.
included in the approved mix design. Potential additives are not limited to the materials listed below. Those listed below include references to sections with additional information.
1.a Emulsified Asphalt Material . Section 702, Class CMS -2, SS -1h, CSS -1h, SS-1hP, HFMS -2 or CSS -1hP.
2.a Portland Cement. Section 701
2.a.1 Portland Cement Slurry . Section 701 Portland Cement Slurry must be produced at a concrete plant listed in Bulletin 42 and supplied in Ready Mix Concrete Trucks approved by the DME/DMM . Other slurries must be provided in distributor and tanker trucks equipped with a recirculating pump and/or agitation system to prevent settling of the materials before application.
2.a.1.a Admixtures . Section 711.3
2.b Hydrated Lime. Section 723
2.c Supplementa ry Cementitious Material. Section 724
2.d Lime Pozzolan. Section 725
344.2(d) 344.3(a)
roadw