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 (25

ft) frame with a sensing wheel located at the

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ft) of a transverse crack.

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mm (0.5 in) thick Styrofoam or compressed fiber material that is impregnated with

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an asphalt binder and open

graded (also called uniformly graded) aggregate. An OGFC

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graded aggregate. SMAs are used as a rut resistant wearing course.

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approach to decision

making. Thus, asset management provides a frame work for

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are within the upper one

third of the slab depth.

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asphalt binder and a well

graded (also called dense

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effectively. It combines engineering principles with sound business practices

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stitching cracks or longitudinal joints

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binder and well

graded, high quality aggregate thoroughly compacted into a uniform

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up – Buckling and shattering of PCC pavement resulting from thermal expansion and the

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Cold Applied Sealant – A crack

sealing compound that is applied in an unheated state

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Place Recycling (CIR) – A process in which a portion of an existing bituminous

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condition. Cross

stitching increases slab integrity by adding steel reinforcement to hold

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contractor to provide turn

key maintenance to an established level of service.

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controllably, and apply hot

applied sealants to pavement cracks or joints.

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Crack Filling – The placement of materials into non

working cracks to substantially reduce the

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Curing Blanket – A built

up covering of burlap sacks, matting, straw, waterproof paper, or

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Graded 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 anti

stripping agents

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Diamond Grinding – A process that uses a series of diamond

tipped saw blades mounted on a

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directly against a small partial

dept patch and causes the patch to fail by delaminating and

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expected traffic); however, there is no mid

slab temperature reinforcement.

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Fiber Modified Sealant – Generally a hot

applied sealant that is composed of unmodified or

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Depth Patching – Removal and replacement of a segment of pavement to the level of the

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handling both short and long

range planning.

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Heater Scarification – The initial phase of a hot in

place recycling (HIR) process in which the

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Place 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 self

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installing sealant. For hot

applied sealants, the application temperature is any

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Joint Seal Deterioration

Break down of a joint or crack sealant, such as by adhesion or

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length of the sides is usually from 0.3 meters (1 ft) to one

half of the slab width on each

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Transfer Assembly – Most commonly, the basket or carriage designed to support or link

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macrotexture determined using ASTM E

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manufacturer, to which a hot

applied joint or crack sealant can be heated while

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manufacturer, to which a hot

applied sealant for pavement cracks or joints must be heated

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Graded Friction Course (OGFC) – A thin HMA surface course consisting of a mix of

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depth repair) from existing hardened concrete. This usually consists of a

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overlay. SAMIs consist of a spray application of rubber

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Depth Patching – Repairs of localized areas of surface deterioration of PCC pavements,

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depth patch in portland cement concrete pavement is made without the

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depth patching and joint resealing.

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Pavement Preventive Maintenance – Planned strategy of cost

effective treatments to an

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primarily to seal the surface of a pavement with non load

associated cracks and to

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Pumping – Ejection of fine

grained material and water from beneath the pavement through

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like surface that may be tacky to the touch. Bleeding is usually found in the

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60PAVEMENT PRESERVATION GLOSSARY OF TERMS

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