Title Page

  • Site conducted

  • Conducted on

  • Prepared by

  • Road and/or Intersection Location

  • Road Type

  • Date of Design

  • Date of Inspection

  • Date of Design

  • Date of inspection

  • Checklist is built off Design and Construction of Mine Roads and Intersections Checklist SMC-HSS-FRM-000059

ROAD

Design Approval

  • Given the type of road, has it been designed by the appropriate area and has the design been approved by the appropriate area?

  • Design

  • Construction

  • Inspection

  • Are the materials used in line with the type of road being constructed (Refer Table 3 - Road materials and construction considerations1)

  • Design

  • Construction

  • Inspection

Road width

  • Double lane roadway width must be 3.5 times the width of the largest vehicle regularly using the road.

  • Design

  • Construction

  • Inspection

  • Single lane roadway width must be 1.5 times the width of the largest vehicle regularly using the road

  • Design

  • Construction

  • Inspection

  • Corners of single lane roadways must be 2 times the width of the largest vehicle regularly using the road

  • Design

  • Construction

  • Inspection

Cross Fall/camber

  • Cross fall is between 1 – 4%

  • Design

  • Construction

  • Inspection

Road Alignment

  • Curves – designed and constructed with maximum radius possible

  • Design

  • Construction

  • Inspection

  • Horizontal reverse curves separated by minimum straight section of road (Refer Table 4 – Horizontal reverse curve minimum straight road separation distances1)

  • Design

  • Construction

  • Inspection

  • Superelevation does not exceed 4%

  • Design

  • Construction

  • Inspection

  • Corners have positive super-elevation

  • Design

  • Construction

  • Inspection

Road grade

  • Permanent roads - maximum road and ramp grade for permanent roads does not exceed 10% OR

  • Design

  • Construction

  • Inspection

  • If road grade does exceed 10%, has further risk management been undertaken and additional controls applied? OR

  • Design

  • Construction

  • Inspection

  • Temporary road - road is between 10-20% grade and is signposted “LV only”

  • Design

  • Construction

  • Inspection

Drainage

  • Drainage on roads is sufficient to assist free drainage of water

  • Design

  • Construction

  • Inspection

  • Drainage breakthroughs in berms are less than the width of a light vehicle and angle against traffic flow (where possible)

  • Design

  • Construction

  • Inspection

Sight Distances

  • Are sight distances are in line with the minimum Safe intersection sight distances (SISD) identified in Table 7 – Typical minimum SISD distances1.

  • Design

  • Construction

  • Inspection

Safety Berms

  • Safety berms are present where road edge drop-offs are greater than 0.5m vertically

  • Design

  • Construction

  • Inspection

  • Safety berms are installed where there is a gradient of greater than 1V:4H

  • Design

  • Construction

  • Inspection

  • Safety berms are constructed from competent materials and maintaining their form

  • Design

  • Construction

  • Inspection

  • Berm height: • Trapezoidal safety berms are at least half the tyre diameter of the largest vehicles regularly using the road • Triangular safety berms are at least two-thirds the tyre diameter of the largest vehicle using the road

  • Design

  • Construction

  • Inspection

  • Suitable berms are installed in high risk areas associated with significant edge drop off (e.g. high drop-off areas, high speed corners, in-pit bridges, low-wall ramps, etc.) where high speed occurs or where high risk situations are present. (Berm suitability to be risk assessed considering: Material, height, width, shape (trapezoidal/triangular), speed, angle of impact, equipment operating in area etc.)

  • Design

  • Construction

  • Inspection

  • The berm is constructed to as steep as reasonably practical and does not impact the berms ability to prevent penetration

  • Design

  • Construction

  • Inspection

  • EXCEPTIONS: The only exceptions to the above requirements for safety berms are;
    a) The front edge or high wall edge inside a bunded drill pattern - minimum height of a berm is 0.75m;
    b) The immediate Dragline work area (from dig position to dump position) within boom point provided the Dragline is in production.
    c) Tailings cells

  • Centre dividing berms are present on high speed corners

  • Design

  • Construction

  • Inspection

Signage and delineation

  • Signage complies with AS 1742

  • Design

  • Construction

  • Inspection

  • Delineation posts in place and spaced at suitable intervals; • 100 metre spacing on straight roads • 50 metres on corners

  • Design

  • Construction

  • Inspection

  • Bollards are installed where vehicles interface with surface infrastructure e.g. buildings or hazards such as sumps or drains.

  • Design

  • Construction

  • Inspection

Roadside Collision Hazards

  • Are roadside collision hazards present? If so, could they be removed or has the risk of interaction been suitably controlled otherwise?

  • Design

  • Construction

  • Inspection

Overhead structures

  • Is there at least 1m minimum clearance between the largest vehicle and any overhead structures (other than powerlines)?

  • Design

  • Construction

  • Inspection

Lighting

  • Is lighting present at intersection if required?

  • Design

  • Construction

  • Inspection

  • Is lighting present where pedestrian interaction may occur?

  • Design

  • Construction

  • Inspection

Intersections

Intersection Design

  • Does intersection have an angle approach of 90 degrees (+/-5%?)

  • Design

  • Construction

  • Inspection

  • For any HV/HV 4-way intersections, has SSE authorisation been obtained?

  • Design

  • Construction

  • Inspection

  • For any HV/LV 4-way intersections, has authorisation been obtained from Mining Superintendent, Mine Scheduling Superintendent & OCE?

  • Design

  • Construction

  • Inspection

  • Primary haul road intersection is more than 70m away from another intersection centre bund to centre bund (or 50m, if speed is 40km or less).

  • Design

  • Construction

  • Inspection

  • Intersection has a flat surface at least the length of the longest vehicle regularly using the road at the stop section with at least a 25m straight section of road of either side for visibility

  • Design

  • Construction

  • Inspection

  • Line of sight must be at least 150m in either direction for all intersections of Primary haul roads. Windrows leading up to an intersection for a minimum distance of 25m must be lowered to 1m in height (unless acting as a barrier against on open face or similar hazard).

  • Design

  • Construction

  • Inspection

  • Traffic Control Signage is in place and complies with AS 1742.

  • Design

  • Construction

  • Inspection

  • Centre bunds in place at intersections made of suitable material with consideration made for vehicle visibility. Centre dividers on all legs of primary haul road intersections will be: • 15m in length • 1m height to allow visibility for light vehicles, • set back 2m from the intersection to allow for ease of turning

  • Design

  • Construction

  • Inspection

  • Has intersection been checked for vision with a LV and HV using the intersection (i.e. field tested for visibility)

  • Design

  • Construction

  • Inspection

Signoff & Approval

  • Engineer (Designer) Name : (to be completed during design stage)

  • Date:

  • Supervisors Name: (to be completed during construction stage)

  • Date:

  • OCE Name: (to be completed during inspection stage)

  • Date:

  • SSE or Delegate Name: (to be completed for primary and 4-way intersections)

  • Date:

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