Road Pavement. Road pavements shall be designed for AASHTO H-20 truck loads and loads due to a 65‑ton wheel‑mounted maintenance crane. Parking lot pavement and all accessible areas of the power block shall be designed for passenger cars and light trucks. Design life of the asphalt pavement shall be 10 years.
Road Pavement. A formal design shall be prepared by a registered N.A.T.A. laboratory based on sampling and testing of subgrade materials from the site. Details of the pavement design, results of subgrade testing (including 4 day soak CBR’s) are to be submitted with the design drawings. Pavements should be designed using the general principles of Austroads 1992 “Pavement Design – A Guide to the Structural Design of Road Pavements”. Alternatively, the Roads and Traffic Authority’s Standard PTB Structure (Drawing reference 0000.000.PT.0003) can be adopted. Sandstone shall not be used in pavements. Wearing surfaces shall be asphaltic concrete only (AC) only.
Road Pavement. Outside exclusion zone (1.0m from the outside rail) Road Manager Maintenance as per the Commissioner’s Master Specifications, especially: a) Division 1 General Part 170 – Railway Provisions b) Division 8 Maintenance Part 812 – Exceptions from Routine Maintenance Within exclusion zone Rail Infrastructure Manager Standard agreed between Parties. Traffic Control Devices Advance Warning signage Road Manager AS 1742, Manual of Uniform Traffic Control Devices plus Austroads Guide for Traffic Control Devices. Active advance warning signage Road Authority DPTI Operational Instruction 20.1 “Care, Control & Management of Roads (Highways) by the Commissioner of Highways (section 26 of the Highways Act). Primary warning device Rail Infrastructure Manager AS 1742.7, Manual of Uniform Traffic Control Devices – Railway Crossings within the delegation approved by the Minister for Transport pursuant to the Rail Operation and Safety Act. Shard Masts Structure Rail Infrastructure Manager Rail Devices Rail Transport Operator Road Devices Road Authority Track Infrastructure Rail Infrastructure Manager Rail Signalling Rail Infrastructure Manager Line of Sight Road Corridor Road Manager AS 1742.7, Manual of Uniform Traffic Control Devices – Railway Crossings. GWA Document No.: RS-RSI-006 Issue Date: 30/06/2017 Version No.: D001_v4 ELEMENT MAINTAINED BY STANDARDS Austroads guide to Geometric Design of Rural Roads. Rail Corridor Rail Infrastructure Manager GWA Track Manager to determine Private land including Crown Land Land Owner (requires use of Local Government powers) Native Vegetation Act TSA Vegetation Policy
Road Pavement. The need for periodic maintenance of the road pavement will be determined by the use of annual condition and usage surveys. The function of these surveys will be to record, in both absolute and relative terms, the road pavement’s performance, rideability and structural integrity. Bump integrator or latest technology available shall be used for the purpose of condition survey. Condition surveys shall be undertaken of the whole road pavement within the Project on an annual basis. These surveys shall be divided into one kilometer sections and shall record:
Road Pavement. A formal design shall be prepared by a registered N.A.T.A. laboratory based on sampling and testing of subgrade materials from the site. Details of the pavement design, results of subgrade testing (including 4 day soak CBR’s) are to be submitted with the design drawings.
Road Pavement
