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Copyright © The McGraw-Hill Companies, Inc. Permission required for reproduction or display. Chapter 10 Trucks and Hauling Equipment
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TRUCKS
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EARLY DUMP TRUCKS
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EARLY WAGONS
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TRUCKS Distance is a major factor in selecting haul units.
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HIGHWAY REAR-DUMP
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OFF HIGHWAY TRUCKS
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They are
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TRACTOR with BOTTOM DUMP TRAILER
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Bottom dump trailer deposits a wind row of material.
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ARTICULATED TRUCKS
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Can operate over bad ground.
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ARTICULATED TRUCKS Retainer plate to increase load capacity.
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TRUCKS MOVE the FLEET
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SERVICE TRUCK
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TIRES Tires are designed for a wide range of applications. Page 310
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Safety
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TRUCK PRODUCTION A
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STEP 1 BUCKET LOADS Number of bucket loads required to fill the truck. Bucket loads must be an integer number.
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MATCH THE LOADER TO THE TRUCK
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TRUCK CAPACITY
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Manufacturer's specification sheets will list both struck and heaped capacities. - material measured straight across the top of the body. STRUCK
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TRUCK CAPACITY - based on a 2:1 slope above hauler bodies. HEAPED
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BUCKET CAPACITY
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Max. gross weight 150,000 lb Operating weight (empty) 68,900 lb Therefore the max load is 81,100 lb WEIGHT LIMIT Check load weight against gravimetric capacity of the haul unit.
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WEIGHT LIMIT Tires are about 35% of a truck’s operating cost. Overload a truck and you abuse the tires.
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WEIGHT LIMIT Check load weight against gravimetric capacity Note the difference. Sideboards
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WEIGHT LIMIT Check load weight against gravimetric capacity of the haul unit.
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STEP 2 LOAD TIME LOAD TIME = Excavator cycle time No. of bucket loads
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STEP 3 HAUL TIME
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STEP 4 RETURN TIME
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STEP 5 DUMP TIME This will depend on the type of hauling unit. Rear dumps must be spotted before dumping. Total dump time can exceed 2 minutes.
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STEP 5 DUMP TIME Bottom dump units dump while moving.
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STEP 5 DUMP TIME Project Specific Factors Is the dump area smooth permitting safe maneuvering to dump.
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STEP 5 DUMP TIME Project Specific Factors Is the dump area crowded with support equipment.
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STEP 5 DUMP TIME Bottom dump maneuver and dump times. ConditionsTime Favorable 0.3 min Average0.6 min Unfavorable1.5 min
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STEP 6 TRUCK CYCLE TIME CYCLE TIME = Load Time + Haul Time + Dump Time + Return Time
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STEP 7 NUMBER OF TRUCKS REQUIRED TRUCKS REQUIRED =
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STEP 7 NUMBER OF TRUCKS REQUIRED Trucks Production
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STEP 7 NUMBER OF TRUCKS REQUIRED Trucks Production Loader potential Truck potential Match point
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STEP 7 NUMBER OF TRUCKS REQUIRED The match point typically does not coincide with an even number of trucks.
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STEP 8 PRODUCTION The Loader will control production if at least one extra truck is used. PRODUCTION (LOADER) =
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STEP 9 PRODUCTION Trucks control production if fewer than the balance number of trucks are used. PRODUCTION (TRUCK) =
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STEP 9 EFFICIENCY Three critical factors to consider: Bunching Operator Equipment availability
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STEP 8 EFFICIENCY Bunching: With a perfect loader - hauler match the effect of bunching is a 10 to 20% production loss. If there are extra haulers the effect is reduced as there is always a line of trucks waiting to be loaded.
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STEP 8 MISMATCH & BUNCHING EFFICIENCY Trucks Production
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STEP 8 EFFICIENCY Operator: Longer hauling distances usually results in better operator efficiency. Operator efficiency increases as haul distance increases to about 8,000 ft. after which it remains constant.
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STEP 8 OPERATOR EFFICIENCY Trucks Production
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STEP 8 EFFICIENCY Equipment availability: When the excavator breaks down, production drops to zero.
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HAPPY HAULING
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