Resources

stream. Ten sites were observed in Wellington and nine in Christchurch. Sites were selected on the criteria of retained cycle space widths at short pinch points between 0.2m and 1.2m wide, variable relative heights of the objects and traffic conditions

, concrete, concrete repair, corrosion, costs, extrochemical treatments, New Zealand, patch repair, reinforcement corrosion, roads, traffic

transport demand. Recommendations for elasticity values applicable to urban areas of New Zealand are given. Keywords: demand, elasticity, fuel price, New Zealand, parking charge, passenger transport, private transport, public transport, road, service level, toll charge, traffic, transport, travel time, vehicle operating costs

distribution. Inputs to the model include the average daily traffic (per side) and is a linear combination of the road characteristics, being transformations of terms that include factors such as gradient, curvature, outofcontextcurve effect, skid site

testing of the most promising medium in two pilot studies at sites identified in consultation with Transfund. Keywords: contaminants, monitoring, road, road runoff, stormwater contaminants, traffic, treatment walls

densegraded asphalt mixes used on New Zealand roads is 1400 MPa to 3300 MPa. Keywords: aggregate, asphalt, bitumen, CAPTIF, gyratory test, Marshall test, mix, New Zealand, pavement, pavement design, pavement mix, road, testing, traffic

order to exclude any polishing effect Exclusion of ramps since the focus was on rural highways Use of HCV ranges in lieu of the road traffic R1 to R4 ranges Ignoring the size of the second chip for two coat chipseals (specifically 2CHIP and RACK

resistance) and the independent variables (road geometry, traffic characteristics and aggregate characteristics). One aggregaterelated variable investigated was a categorical parameter, representing the name of the quarry from which the aggregate was

by all modes and purposes. The research considered surveyed seasonal traffic and parking variations and identified the practical parking design demand for a whole year as the 85 percentile satisfaction which is also the 50th highest hour. This is the

clarified how Transit New Zealand may benefit by applying SIS to management of the state highway asset. A study team visited two transportation authorities in Australia (Roads and Traffic Authority of New South Wales, and Roads Corporation of Victoria in