- % -

% faulting

% pumping

% shattered

%LongHV

- 8 -

80 kilonewton equivalent

- A -

a (damage constant)

acceptable limits

active clay

ACV

admixtures

ADTT0

adverse consequences

afflictions

age of concrete

Agg

aggregate

content

Crushing Value (ACV)

interlock

proportions

shape

size

type

ARS

asphalt

assistance

average

axles/HV

daily truck traffic (ADTT)

speed

axle loads distribution

input

update

axles/HV

- B -

b (damage exponent)

bearing capacity of the concrete

best estimate

bibliography

bond

brittle fibres

Buckling

- C -

C

Ca

capital outlay

cement

and water content

composition

content

type

clay contamination

cnc...

cncPAVE2

cncPAVE3

cncRISK472

coarse aggregate

coeff. of skewness (CoSk)

collapsing sand

combined remedial action

combined stiffness

compaction of

concrete

soil

compressive strength

concrete

continuously reinforced (CR)

dowelled (D)

jointed (J)

properties

ultra-thin

confidence interval

consequences

constants

construction

construction cost

contact pressure

contamination

continuously reinforced concrete (CR)

contraction joint

conversion formula

CoSk (coeff. of skewness)

cost

capital

concrete

construction

discounted

fibres

inconvenience

life

rehabilitation

steel

structural repair

subbase

subgrade

surface repair

time

CR (continuously reinforced)

crack

spacing

spacing distribution

width

criteria

critical slab length

crushed stone

Cs

cube strength

curing

curling

- D -

D (dowelled)

daily cycle of temperature

damage constant (a)

damage exponent (b)

decision

based on consequences

criteria

variables

default

damage constant a

damage exponent b

discount rate

traffic growth model

deflection

design

period

principles

using E80

detour

dia

dials

discount rate

distance between wheels

distribution

axle loads

crack spacing

empirical

faulting

Gumbel

life cost

lognormal

normal

probability

probability-density

pumping

shattered concrete

skewness of

triangular

Weibull

dowelled concrete (D)

dowels and steel bars

drainage

dual-wheel configuration

Dy

- E -

E1/ f

E80

definition

per HV

total

E80/ax

E80/HV

edge loading

Ee

elastic modulus

Equivalent Standard Axle Load

erosion

ESAL

examples

limited rehabilitation

exponential  traffic growth

extenders

extra travel on detours

extra voids

- F -

FA (faulting)

fatigue

faulting (FA)

distribution

excessive

in excess of 5 mm

fibre length

fibres

brittle

content

factor

other fibres

steel fibres

type of

unit cost

fine aggregate

fineness

finite element program

first rehabilitation

flexural strength

frequencies of the axle-load distribution

frequency

Crack Spacing Distribution

Faulting Distribution

Life Cost Distribution

Pumping Distribution

Shattered Concrete Distribution

futher reading

FWD

- G -

graphs

crack spacing distribution

faulting distribution

life cost distribution

pumping distribution

shattered concrete distribution

gravel

growth of HV traffic

growth of traffic

growth rate

- H -

help

additional

history

humidity

HV (heavy vehicle)

speed

- I -

imperfect knowledge

indirect tensile strength (ITS)

initial HV traffic

inner limits

input

constants

guide

items

practical

variables

intelligent experiments

International Roughness Index

IRI

ITS/f

- J -

J (jointed)

jointed concrete pavement

joints

keyed

movement

spacing

- K -

k1

k2

keyed joint

- L -

lateral wheel distances

layer stiffness

life

cost

period

limited rehabilitation

limiting values

limits

linear traffic growth

load

from traffic

on edge

on steel

repetition

transfer

transfer efficiency

load transfer

efficiency

- M -

Max q

meters

colour zones

Min q

modulus of elasticity

moisture

gradients

Monte Carlo simulation

principle

reason

- N -

no temporary surface

number of axles/HV

number of HV axle loads

- O -

one-way traffic control

other than steel

outer limits

outside the outer limits

- P -

pavement

afflictions

bearing capacity

capacity

continuously reinforced

dowelled

jointed

selection

serviceability

stress

pavement edge

performance

functional

structural

permissible regions

pop-outs

practical input

maximum

minimum

preferable growth model

present worth

program

problems with

rationale

use

properties of concrete

pumping (PU)

punch-outs

pwr (present worth)

- Q -

queries

- R -

random variables

rationale

recommended traffic growth model

Ref13

references

rehabilitation

action

schedule

relative vertical movement

riding quality

Rnd (rehabilitation round)

road user's costs

road works

- S -

saturation

settlement

Shattered concrete (SH)

Shattered Concrete Distribution

shoulder presence

shrinkage

simplified capital cost

simulation

principle

reason

single load

single wheel

size of aggregate

skewness

slab

length

stiffness

strength

support

slump

speed of HV

Standard axle load

steel

diameter

fibres

spacing

unit cost

steel reinforcement

Step

stiffness

slab

support

stochastic

strength

cube

flexural

indirect tensile

slab

stress

pavement

tensile

stripping

Structural performance

structural repair

subbase

subgrade

settlement

support

subsequent rehabilitation

support stiffness

surface (= contact) pressure

surface repair

surface-repair fund

- T -

t1

temperature

changes

daily cycle

of the concrete

temporary surface

tensile

strength

stress

thermal

coefficient

movement

thickness

tie-bars

total E80

traffic

characteristics

growth

heavy-vehicle axles

key figures of T-models

loading

speed

traffic-loading models

transverse joints

trial-and-error

triangular probability distribution

advantages

best estimate

maximum practical value

mean

minimum practical value

sketch

standard deviation

variance

type of traffic

typical 2009 capital unit costs

typical 2009 upkeep unit costs

typical axle-load distributions

2009 update

- U -

ultra-thin continuously reinforced  concrete

uncertainty

unconfined compressive strength

unit cost of

concrete

fibres

steel

structural repair

subbase

subgrade

surface repair

unusual input

upkeep cost

UT (ultra-thin continuously reinforced)

- V -

variables

decision

input

random

vehicle speed

vehicle-operating cost

Vex (voids extra)

voids

content

extra (Vex)

in concrete

- W -

water

content

weather and environment

webmaster

weigh-in-motion (WIM)

Westergaard

wheel load

workability

- X -

X (crack spacing)

- Y -

Year

years to first rehabilitation (t1)