PAVEMENT LIFE EXTENSION PRODUCT AND METHOD
A polymer modified cement overlay material is disclosed for a broadly applicable repair, preparation and application method of extending the useful life of road, bridge, parking and aviation pavement. The material is a combination of three Component raw material products that include: a Component A—a latex polymer emulsion; a Component B—a dry blend of Type I Portland cement and a specially sieved washed mason sand; a Component C—a non-skid aggregate; and, water. This composite formula offers different pavement types extraordinary resistance to destructive environmental conditions; it offers enhanced pavement skid resistance and provides a rapid service turn-around, i.e., “return to service”. The method is a combination of three specific and equally significant variables that combined provide for the overall effectiveness of the method. The three variables are as follows; a) extensive surface specific preparation and repair techniques for different pavement types, b) a high-capacity bulk mixing system and placement machine; and, c) a comprehensive, blended polymer modified cement material composition designed for the repair and resurfacing of a wide variety of transportation pavement types.
1 . A polymer composite overlay product for application on pavement surfaces comprising in combination:
a Component A—latex/polymer emulsion having a polymer solids content of between 52-59% by weight;
a Component B, a dry powder blend of Type I Portland cement and a sand blend of 60 to 120 mesh washed silica sand;
a Component C, a non-skid aggregate; and,
water, the foregoing components and water mixed so that said latex emulsion (Component A) and said dry powder blend (Component B) and said aggregate (Component C), are blended at a rate of about 55 gallons of latex emulsion Component A and about 25 gallons of potable water to one 2,800 LB tote bag of dry powder Component B with about 100-400 LBS of high hardness non-skid aggregate Component C in a batch mixer until free of powder voids and air pockets.
2 . The product as set forth in claim 1 , wherein:
said product is applied at a thickness of approximately ⅛ th to ½″ on said pavement surface.
3 . The product as set forth in claim 1 , wherein said applied overlay dries to traffic within 1 to 2 hours after application.
4 . A method of applying a polymer modified cement overlay system onto a pavement substrate, comprising the steps of:
cleaning of the pavement substrate;
extruding onto said substrate via a squeegee equipped screed at a rate of overlay of ⅛ th to ½ of an inch in thickness, a composite mixture of a Component A, a latex emulsion having polymer solids content of between 52-59% percent by weight, a Component B, a dry blend of Type I Portland cement and 60 to 120 mesh washed silica sand and a Component C, a high hardness non-skid aggregate with water pre-mixed in the formulation where said latex emulsion (Component A) and said dry powder blend (Component B) and said aggregate (Component C), are blended at a rate of about 55 gallons of latex emulsion and about 25 gallons of potable water to one 2,800 LB tote bag of dry powder with about 100-400 LBS of #4 quartz non-skid aggregate where said mixture is free of powder voids and air pockets.
5 . The method set forth in claim 5 wherein:
Component B, said dry blend powder composition, is comprised of 1 part Type Portland cement and 3 parts of 60 to 120 mesh washed silica mason sand.