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Translation glossary: PAVEMENT PRESERVATION GLOSSARY OF TERMS

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Gordana Podvezanec
Gordana Podvezanec
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(smoothness) consisting of a 7.5m (25ft) frame with a sensing wheel located at the 
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0.6 meters (2ft) of a transverse crack. 
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12mm (0.5 in) thick Styrofoam or compressed fiber material that is impregnated with 
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an asphalt binder and opengraded (also called uniformly graded) aggregate. An OGFC 
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and gapgraded aggregate. SMAs are used as a rut resistant wearing course. 
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approach to decisionmaking. Thus, asset management provides a frame work for 
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are within the upper onethird of the slab depth. 
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asphalt binder and a wellgraded (also called dense 
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assets costeffectively. It combines engineering principles with sound business practices 
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· Crossstitching cracks or longitudinal joints 
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· Fulldepth repair 
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· Partialdepth repair 
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binder and wellgraded, high quality aggregate thoroughly compacted into a uniform 
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Blowup – Buckling and shattering of PCC pavement resulting from thermal expansion and the 
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Cold Applied Sealant – A cracksealing compound that is applied in an unheated state 
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Cold InPlace Recycling (CIR) – A process in which a portion of an existing bituminous 
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condition. Crossstitching increases slab integrity by adding steel reinforcement to hold 
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contractor to provide turnkey maintenance to an established level of service. 
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controllably, and apply hotapplied sealants to pavement cracks or joints. 
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Crack Filling – The placement of materials into nonworking cracks to substantially reduce the 
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Curing Blanket – A builtup covering of burlap sacks, matting, straw, waterproof paper, or 
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DenseGraded Asphalt Pavement – An overlay or surface course consisting of a mixture of 
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dense mass. HMAC pavements may also contain additives such as antistripping agents 
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Diamond Grinding – A process that uses a series of diamondtipped saw blades mounted on a 
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directly against a small partialdept patch and causes the patch to fail by delaminating and 
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expected traffic); however, there is no midslab temperature reinforcement. 
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Fiber Modified Sealant – Generally a hotapplied sealant that is composed of unmodified or 
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FullDepth Patching – Removal and replacement of a segment of pavement to the level of the 
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handling both short and longrange planning. 
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Heater Scarification – The initial phase of a hot inplace recycling (HIR) process in which the 
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Hot InPlace Recycling (HIR) – A process which consists of softening the existing asphalt 
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incurred by those who cannot use the facility because of either agency or selfimposed 
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installing sealant. For hotapplied sealants, the application temperature is any 
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Joint Seal DeteriorationBreak down of a joint or crack sealant, such as by adhesion or 
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Laneto 
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length of the sides is usually from 0.3 meters (1 ft) to onehalf of the slab width on each 
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LoadTransfer Assembly – Most commonly, the basket or carriage designed to support or link 
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macrotexture determined using ASTM E965 or ASTM E 
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manufacturer, to which a hotapplied joint or crack sealant can be heated while 
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manufacturer, to which a hotapplied sealant for pavement cracks or joints must be heated 
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OpenGraded Friction Course (OGFC) – A thin HMA surface course consisting of a mix of 
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or fulldepth repair) from existing hardened concrete. This usually consists of a 
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overlay. SAMIs consist of a spray application of rubberor polymer 
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PartialDepth Patching – Repairs of localized areas of surface deterioration of PCC pavements, 
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partialdepth patch in portland cement concrete pavement is made without the 
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partialdepth patching and joint resealing. 
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Pavement Preventive Maintenance – Planned strategy of costeffective treatments to an 
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primarily to seal the surface of a pavement with non loadassociated cracks and to 
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Pumping – Ejection of finegrained material and water from beneath the pavement through 
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shiny, glasslike surface that may be tacky to the touch. Bleeding is usually found in the 
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