ice road construction guidelines (russia)

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    Bema Gold Corporation

    Pevek-Kupol Winter RoadRegulations

    CONSTRUCTION GUIDELINES

    Prepared by:

    Bema Gold Corporation

    December 2005 

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    1.0 Ice thicknessThe thickness of ice required to construct or operate along the Kupol Road is based

    on experience gained at Diavak (Canadian Northwest Territories) and Prudhoe Bay

    (Alaska).1.1 Fresh water construction ice thickness

    During construction of the ice road, fresh water ice thickness is based on the formula:

    Y = (71.11633*X2)/2000

    Where:

    Y = loading (tons);

    X = Ice thickness (inches)

    Table 1 identifies the thicknesses based on the above equation. Figure 1 plots the

    correlation and can be used for interpolation of thicknesses not presented in Table 1.

    1.2 Fresh water operations ice thickness

    During operations, when the road will be used extensively, fresh water ice thickness

    is based on the formula:

    Y = (85.33958 * X2)/2000

    Where:

    Y = loading (tons);X = Ice thickness (inches)

    Table 1 identifies the thicknesses based on the above equation. Figure 1 plots the

    correlation and can be used for interpolation of thicknesses not presented in Table 1.

    1.3 Salt water construction or operational ice thickness

    In the event that the ice road crosses an area with salt water, the following equation

    supercedes the previous two equations. It is based on the formula:

    Y = (66.1*X

    2

     – 241.68*X + 1125.6)/2000Where:

    Y = loading (tons);X = ice thickness (inches).

    Table 1 identifies the thicknesses based on the above equation. Figure 1 plots the

    correlation and can be used for interpolation of thicknesses not presented in Table 1.

    Winter Road Regulations, Volume 2 1

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    Winter Road Regulations, Volume 2 2

    Table 1. Minimum Ice Thickness Required to Support Various Loads

    Fresh Water Salt Water

    Ice Thickness

    (inches/centimeters)Construction

    (tons/tonnes)

    Operations

    (tons/tonnes)

    Const/Operations

    (tons/tonnes)

    6 15.2 1.3 1.1 1.5 1.4 1.0 1.7

    7 17.8 1.7 1.5 2.1 1.9 1.3 2.3

    8 20.3 2.3 1.9 2.7 2.5 1.7 3.0

    9 22.9 2.9 2.4 3.5 3.2 2.2 3.8

    10 25.4 3.6 2.9 4.3 3.9 2.7 4.7

    15 38.1 8.0 6.8 9.6 8.8 6.2 10.6

    20 50.8 14.2 12.5 17.1 15.6 11.4 18.8

    25 63.5 22.2 20.0 26.7 24.4 18.2 29.3

    30 76.2 32.0 29.3 38.4 35.2 26.7 42.2

    35 88.9 43.6 40.5 52.3 47.9 36.8 57.4

    40 101.6 56.9 53.4 68.3 62.5 48.6 75.0

    45 114.3 72.0 68.2 86.4 79.1 62.1 95.050 127.0 88.9 84.8 106.7 97.7 77.1 117.2

    55 139.7 107.6 103.2 129.1 118.2 93.9 141.8

    60 152.4 128.0 123.4 153.6 140.7 112.3 168.8

    65 165.1 150.2 145.4 180.3 165.1 132.3 198.1

    66 167.6 154.9 150.1 185.9 170.2 136.6 204.3

    67 170.2 159.6 154.8 191.5 175.4 140.8 210.5

    68 172.7 164.4 159.5 197.3 180.7 145.2 216.8

    69 175.3 169.3 164.4 203.2 186.0 149.6 223.2

     Note 1: do not use this table for salt ice if air temp is above +15F (-9.4 ºC)

     Note 2: do not use this table if there is water on top of the ice

     Note 3: watch closely for cracks if loads are repetitive Note 4: less than 6” (15.2 cm) creates variable ice conditions and makes vehicle

    travel VERY dangerous.

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    Winter Road Regulations, Volume 2 3

    Required Ice Thicknesses

    0.0

    20.0

    40.0

    60.0

    80.0

    100.0

    120.0

    140.0

    160.0

    180.0

    200.0

    6 16 26 36 46 56Ice Thickness (Inches)

       L  o  a   d   i  n  g 

       (   t  o  n  s   )

    Figure 1. Ice Thickness

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    2.0 Construction Standards and Procedures

    This section provides equipment specific guidance for construction of the winter road.

    It is designed to be used as a guide but not to interfere with common sense. In allcases it is the supervisors’ responsibility to ensure that the equipment operators are

    trained in these procedures. It is the operators’ responsibility to ensure that these

    instructions are understood and followed. At the start of the shift, and at any timeduring the shift, when the equipment operator stops for lunch and at the end of the

    shift, the operator must do a walk around inspection of the equipment and report all

    defects on the sheets provided. Ensure that the supervisor is made aware of the defects.Additionally, a logbook will be available in each piece of equipment for the operator to

    note defects.

    In all cases, the operator will have the weight of the vehicle and the appropriate ice

    thicknesses clearly displayed within the cab. The operator will know the thickness ofthe ice that is in the work area. At the 1st sign of break through, the operator will

    abandon the vehicle.

    When operating on the ice, the Operator must be on the look out for the

    following potential hazards:

    •  Floodwater;

    •  Weeping cracks (approximately 2 inches either side of the crack);

    •  Cracks making water (water seeping out of the crack continuously); and,

    •  Cracks that are noticeable (appear) in the windrows.

    When an operator observes the above conditions, the supervisor must be notifiedimmediately and the supervisor must go to the location and assess the situation.

    On either side of the Ice road there are windrows, they are the boundaries of the iceroad. Never attempt to go through or cross the windrow. The thickness of the ice may

    differ by, as much as 20 inches or more, from that on the ice road. The thickness may

     be less than that is required to support the piece of equipment.

    In consultation with their supervisor, operators of haulage equipment must know the

    maximum load that can safely be carried, the maximum downgrade speed and the

    gear selection to be used on the equipment that they are operating.  No person shallmove any unit of mobile equipment in the vicinity of a drop-off unless a barrier has been

    erected to prevent equipment from going over the drop-off.

    Where mobile equipment is disabled or parked in the traveled portion of a roadway, awarning to approaching traffic shall be given by means of flashing lights, lamps,

    flares or reflectors, or a person equipped to be clearly visible and identifiable, shall direct

    other vehicles using that section of roadway.

    Winter Road Regulations, Volume 2 4

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    When parking a piece of equipment or when the operator leaves the cab of a machine,

    all raised hydraulics must be lowered to the ground or supported in a safe manner.

    In the event that the operator is unsure of any situation, work must be stopped

    immediately and the situation clarified by the supervisor.

    2.1 Dozer D65EX-15

    The weight of a D65-EX-15 is approximately 22.2 tons. MINIMUM ice thickness

    requirements are:

    •  During construction: 25 inches (64 centimeters);

    •  During operations: 23 inches (58 centimeters); and,

    •  Salt water crossings: 27 inches (69 centimeters).

    The driver will keep a minimum of ½ kilometers between vehicles when traveling to

    and from the location where the road is being constructed on the ice. When travelingacross the ice, the drivers will always have the blade on the ice. This will distribute

    the weight over a larger area. Never bounce the dozer on the ice. NEVER PARK A

    VEHICLE ON THE ICE.

    2.1.1 Dozer Equipment

    Each dozer will have the following equipment:

    •  Fire Extinguisher;

      First aid kit;•  Propane Bottle and torch (small canister attached outside the cab);

    •  Flashlight; and,

    •  Shovel.

    2.2 D375-A5

    The weight of a D375-A5 is approximately 74.2 tons. MINIMUM ice thicknessrequirements are:

    •  During construction: 46 inches (117 centimeters);

    •  During operations: 42 inches (107 centimeters); and,•  Salt water crossings: 50 inches (127 centimeters).

    The driver will keep a minimum of ½ kilometers between vehicles when traveling to

    and from the location where the road is being constructed on the ice. When traveling

    across the ice, the drivers will always have the blade on the ice. This will distribute

    the weight over a larger area. Never bounce the dozer on the ice. NEVER PARK AVEHICLE ON THE ICE.

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    2.2.1 D375-A5 Equipment

    Each dozer will have the following equipment:

    •  Fire Extinguisher;

    •  First aid kit;

    •  Propane Bottle and torch (small canister attached outside the cab);

    •  Flashlight; and,

    •  Shovel.

    2.3 Dozer D61PX-15

    The weight of a D61PX-15 is approximately 16.6 tons. MINIMUM ice thicknessrequirements are:

    •  During construction: 22 inches (59 centimeters);

    •  During operations: 20 inches (51 centimeters); and,

    •  Salt water crossings: 25 inches (64 centimeters).

    The driver will keep a minimum of ½ kilometers between vehicles when traveling to

    and from the location where the road is being constructed on the ice. When traveling

    across the ice, the drivers will always have the blade on the ice. This will distributethe weight over a larger area. Never bounce the dozer on the ice. NEVER PARK A

    VEHICLE ON THE ICE.

    2.3.1 Dozer Equipment

    Each dozer will have the following equipment:

    •  Fire Extinguisher;

    •  First aid kit;

    •  Propane Bottle and torch (small canister attached outside the cab);

    •  Flashlight; and,

      Shovel.

    2.4 D155AX-3 Dozer

    The weight of a D155AX-3 is approximately 42.3 tons. MINIMUM ice thickness

    requirements are:

    •  During construction: 34 inches (86 centimeters);

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    •  During operations: 28 inches (71 centimeters); and,

    •  Salt water crossings: 37 inches (94 centimeters).

    The driver will keep a minimum of ½ kilometers between vehicles when traveling toand from the location where the road is being constructed on the ice. When traveling

    across the ice, the drivers will always have the blade on the ice. This will distribute

    the weight over a larger area. Never bounce the dozer on the ice. NEVER PARK AVEHICLE ON THE ICE.

    2.4.1 Dozer Equipment

    Each dozer will have the following equipment:

    •  Fire Extinguisher;

    •  First aid kit;

      Propane Bottle and torch (small canister attached outside the cab);•  Flashlight; and,

    •  Shovel.

    2.5 Loader WA-5003LK (with bucket)

    The weight of a WA-5003LK (with bucket) is approximately 33.6 tons. MINIMUM

    ice thickness requirements are:

    •  During construction: 31 inches (79 centimeters);

    •  During operations: 27 inches (69 centimeters); and,

    •  Salt water crossings: 33 inches (84 centimeters).

    The driver will keep a minimum of ½ kilometers between vehicles when traveling to

    and from the location where the road is being constructed on the ice. When traveling

    across the ice, the drivers will always have the blade on the ice. This will distributethe weight over a larger area. Never bounce the dozer on the ice. NEVER PARK A

    VEHICLE ON THE ICE.

    2.5.1 Loader WA-5003LK (with bucket)

    Each loader will have the following equipment:

    •  Fire Extinguisher;

    •  First aid kit;

    •  Propane Bottle and torch (small canister attached outside the cab);

    •  Flashlight; and,

    •  Shovel.

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    2.6 Loader WA380-5 (with bucket)

    The weight of a WA380-5 (with bucket) is approximately 19.4 tons. MINIMUM ice

    thickness requirements are:

    •  During construction: 24 inches (61 centimeters);

    •  During operations: 22 inches (56 centimeters); and,

    •  Salt water crossings: 26 inches (66 centimeters).

    The driver will keep a minimum of ½ kilometers between vehicles when traveling to

    and from the location where the road is being constructed on the ice. When traveling

    across the ice, the drivers will always have the blade on the ice. This will distributethe weight over a larger area. Never bounce the dozer on the ice. NEVER PARK A

    VEHICLE ON THE ICE.

    2.6.1 Loader Equipment

    Each loader will have the following equipment:

    •  Fire Extinguisher;

    •  First aid kit;

    •  Propane Bottle and torch (small canister attached outside the cab);

    •  Flashlight; and,

    •  Shovel.

    2.7 Loader WA250-5 (with bucket)

    The weight of a WA250-5 (with bucket) is approximately 12.4 tons. MINIMUM icethickness requirements are:

    •  During construction: 18 inches (46 centimeters);

    •  During operations: 17 inches (43 centimeters); and,

    •  Salt water crossings: 23 inches (58 centimeters).

    The driver will keep a minimum of ½ kilometers between vehicles when traveling to

    and from the location where the road is being constructed on the ice. When travelingacross the ice, the drivers will always have the blade on the ice. This will distribute

    the weight over a larger area. Never bounce the dozer on the ice. NEVER PARK AVEHICLE ON THE ICE.

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    2.7.1 Loader Equipment

    Each loader will have the following equipment:

    •  Fire Extinguisher;

    •  First aid kit;

    •  Propane Bottle and torch;

    •  Flashlight; and,

    •  Shovel.

    2.8 Grader 825-A2

    The weight of a Grader 825-A2 is approximately 29.2 tons. MINIMUM ice thickness

    requirements are:

    •  During construction: 28 inches (71 centimeters);•  During operations: 27 inches (69 centimeters); and,

    •  Salt water crossings: 33 inches (84 centimeters).

    The driver will keep a minimum of ½ kilometers between vehicles when traveling to

    and from the location where the road is being constructed on the ice. When traveling

    across the ice, the drivers will always have the blade on the ice. This will distributethe weight over a larger area. Never bounce the dozer on the ice. NEVER PARK A

    VEHICLE ON THE ICE.

    2.8.1 Grader Equipment

    Each grader will have the following equipment:

    •  Fire Extinguisher;

    •  First aid kit;

    •  Propane Bottle and torch;

    •  Flashlight; and,

    •  Shovel.

    2.9 Dumptruck HM350-1

    The weight of a dumptruck (HM350-1) is approximately 31.5 tons. MINIMUM ice

    thickness requirements are:

    •  During construction: 30 inches (76 centimeters);

    •  During operations: 27 inches (69 centimeters); and,

    •  Salt water crossings: 37 inches (94 centimeters).

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    The driver will keep a minimum of ½ kilometers between vehicles when traveling to

    and from the location where the road is being constructed on the ice. When travelingacross the ice, the drivers will always have the blade on the ice. This will distribute

    the weight over a larger area. Never bounce the dozer on the ice. NEVER PARK A

    VEHICLE ON THE ICE.

    2.9.1 Dumptruck equipment

    Each dumptruck will have the following equipment:

    •  Fire Extinguisher;

    •  First aid kit;

    •  Propane bottle and torch (small canister attached outside the cab);

    •  Flashlight; and,

    •  Shovel.

    2.10 Water trucks (Kamaz, Iveco-Ural, Komatsu)

    The water trucks shall be considered fully loaded and have the following MINIMUMice thickness requirements:

    Kamaz (16.7 tons)

    •  During construction: 22 inches (56 centimeters);

    •  During operations: 22inches (56 centimeters); and,

    •  Salt water crossings: 27 inches (69 centimeters).

    Iveco-Ural (14.1 tons)

     

    •  During construction: 20 inches (51 centimeters);

    •  During operations: 22 inches (56 centimeters); and,

    •  Salt water crossings: 28 inches (71 centimeters).

    Komatsu 350-1 (45 tonnes)

    •  During construction: 36 inches (91 centimeters);

    •  During operations: 33 inches (84 centimeters); and,

    •  Salt water crossings: 37 inches (94 centimeters).

    On reaching the portage, auger a hole through the ice to locate a sufficient depth of

    water and measure the ice thickness. Ensure the total depth to the bottom of the

    lake is NO more than 5 feet where you take on water. (ice+water).

    Park the water truck on land or as near to the land as possible when filling with water.

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    Always park the water truck facing the Land when taking on water. Fill the water tank and

    drive straight onto the land. Never stop the water truck on lake or stream ice.

    Winter Road Regulations, Volume 2 11