Road Pavement Clause Samples

Road Pavement. Road pavements shall be designed for AASHTO H-20 truck loads and loads and be capable of supporting 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.
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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.
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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: (i) The location, type and magnitude of all cracking in the road pavement (block cracking, alligator cracking, longitudinal and transverse cracking, and edge cracking); (ii) The location, condition and magnitude of all existing sealing compound in the road pavement; (iii) The extent of all potholes and patching, both within the pavement and at the pavement edge; (iv) The structural strength of the road pavement and its sub layers, as indicated by the extent of any depressions, or rutting in the inner and outer wheel tracks of the nearside lane; (v) The extent of any bleeding, stripping or spreading of the road surface; and (vi) The riding quality (roughness) of the pavement. Based on the findings of these surveys, a planned maintenance program shall be developed for the following year, the objective of such a program being to take remedial action at the earliest possible time to both reduce the overall need for maintenance and the consequent disruption to traffic. In determining this maintenance program, it will be a mandatory requirement that the condition of the road pavement conforms to the following minimum performance standards:
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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. 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. Structure Rail Infrastructure Manager Rail Devices Rail Transport Operator Road Devices Road Authority Track Infrastructure Rail Infrastructure Manager Rail Signalling Rail Infrastructure Manager 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
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Road Pavement 
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Related to Road Pavement

  • Sidewalks doorways, vestibules, halls, stairways and other similar areas shall not be obstructed by Tenant or used by Tenant for any purpose other than ingress and egress to and from the Premises. No rubbish, litter, trash, or material shall be placed, emptied, or thrown in those areas. At no time shall Tenant permit Tenant’s employees to loiter in Common Areas or elsewhere about the Building or Property.

  • Roads The Purchaser is required to construct the roads shown in Table B-1 per the schedules stated, as shown on the Sale Map, Attachment A, and to the specifications and drawings in Attachment B and other applicable attachments.

  • Shopping Goods and works estimated to cost less than $100,000 equivalent per contract may be procured under contracts awarded on the basis of Shopping.

  • WINDOW CLEANING Tenant shall not clean, nor require, permit, suffer or allow any window in the Premises to be cleaned from the outside in violation of Section 202 of the Labor Law, or any other Requirement, or of the rules of the Board of Standards and Appeals, or of any other board or body having or asserting jurisdiction.

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins. (2) Maintain waterbars, drainage dips, and other water diversion measures. (3) During active use, patrol and maintain functional drainage. (4) Repair damaged culvert ends.