relatively thin wearing surface over base and subbase course layers on compacted subgrade
TRRL
Transport Road Research Laboratory
Steps for TRRL
CESAL,CBR, Pavement Materials, Layer Thicknesses
Pavement layer materials for flexible trrl
Wearing course, Base, Subbase, Subgrade
AASHTO
American Association of State Highway Transportation Official
Pavement Performance
ability of a pavement to serve the traffic it is designed for
PSI
Present serviceability index
Design reliability
probability that a pavement section designed using this process will perform satisfactorily over the traffic and environmental conditions for the design period
Overall standard deviation (So)
accounts for variations in the traffic forecast and pavement prediction
Resilient Modulus
elastic property of soil recognizing its nonlinear characteristics
Drainage
used to modify the effect of the subbase and the base layers on the pavement performance
Structural Number
indicative measure of the collective load carrying capacity of the pavement layers
Rigid Pavement
cement concrete slab resting on a granular subbase
Contraction Joints
used to control the location of slab cracking that develop due to the stresses associated to moisture-related and thermal contraction
Isolation Joints
joint placed between the concrete pavement and an adjacent pavement, a fixed structure, or an embedded object to allow them to move independently
Jointed Plain Concrete Pavement
concrete pavement with no reinforcing and temperature bars; sometimes have dowel barts at transverse joints and steel tie bars at longitudinal joints
Design Reliability
Probability that a pavement section designed using this process will perform satisfactorily over the traffic and environmental conditions for the design period
Construction Joints
used to provide transition between concrete laid at different times
Continuously reinforced concrete pavement
concrete pavement without transverse joints
pavement performance
ability of a pavement to serve the traffic it is designed for
load transfer
ability of a concrete pavement to transfer/distribute the load across discontinuities such as joints or cracks