Canada’s “Rock to Road” Magazine


September/October 2004 Issue

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Rolling Mix leads mixer revolution

By Robert L. Consedine, Editor

An Alberta ready-mix concrete producer recently became the first in Canada to purchase new mixer trucks equipped with a revolutionary lightweight non-steel drum.

    In our business, weight is money”, states Rod Taverner, managing partner of Rolling Mix Concrete (Edmonton) Ltd., a member of the Rolling Mix Group which operates a total of 54 mixer trucks and two central wet mix plants in Edmonton and Calgary.” Every kilogram that can be trimmed off the dry weight of a mixer truck means more payload capacity and increased revenues for us.” A visit to the World of Concrete (WOC) three years ago alerted Taverner to a radically new 8 m3 capacity drum under development by Minnesota-based McNeilus Companies, Inc. that promised a substantial weight reduction over conventional mixers without sacrificing the toughness of steel. Through the use of advanced composite materials to construct the shell structure, McNeilus was able to shave nearly a tonne off the weight its comparably-sized standard 4.76 mm thick abrasion resistant (AR) steel model. The manufacturer also claimed a longer service life for the composite drum since corrosion was virtually eliminated. Taverner immediately recognized the extra payload benefits of the new drum and would have ordered several units on the spot had it not been still in the pre-production stage.
    The composite drum – named Revolution – was officially launched with much fanfare on March 19, 2002 at the CONEXPO-Con/Agg Show in Las Vegas. Described by McNeilus as one of the biggest advances in concrete mixer technology since drums were first mounted on trucks back in the 1930s, the Revolution is the result of a US$10 million, four-year research and design program undertaken by McNeilus in conjunction with a team led by its Australian partner, Anthony Khouri. A further US$20 million was invested by McNeilus in new fabrication facilities before the Revolution went into full production earlier this year.
    According to the manufacturer, the proprietary technology utilizes polyurethane, filament, resin and a gel coating process to create an aerodynamic, seamless shell. The drum’s smooth polyurethane interior incorporates an innovative dual-fin spiral design with auto reverse fin action that minimizes concrete buildup, increases discharge speed and reduces routine cleaning and maintenance requirements.
    Sharing the overall dimensions of the other 8.4 m3 capacity steel models manufactured by McNeilus, the Revolution drum features a 1066 mm wide drum opening and charge hopper, a 1544 cm2 steel inspection hatch, 98.4 mm diameter induction-hardened rollers, a pre-formed machined roller track and an 18-bolt drive socket. A nylon drum debouncer is standard.
    Field testing of the prototypes with ready-mix producers in three regions of the United States revealed the composite drums equalled or exceeded conventional drum performance under a wide range of ambient temperatures and job site conditions that transit mixers routinely encounter.
    To carry the new composite drum mixers, the Rolling Mix Group purchased seven new wide track tri-drive trucks – four Western Star 4900SAs and three Mack CV713 Granite-series models – with wide track tri-drive rear axles.
    Each Western Star and Mack truck was custom-built to Rolling Mix’s specifications. The Western Star rigs feature a 410 peak hp Caterpillar C13 engine, a 31 298 kg capacity Meritor rear axle, a 9072 kg capacity Meritor front axle, an 18-speed Eaton-Fuller transmission and Western Star’s AirLiner suspension system.
    The Mack Granite-series trucks are equipped with 405 peak hp Mack AMI-370 IEGR diesel engines, Mack 10-speed T310 MLR transmissions, Meritor 31 298 kg rear axles, 9072 kg Mack FXL20 front axles and Neway air-ride suspensions. Both truck models share a host of driver-friendly options like air conditioning, power windows, air seats, radios and right-side power mirrors. The Western Star trucks were ordered through Sterling Western Star AB Ltd., of Calgary while the Mack trucks were purchased from Edmonton-based Nortrux Inc. The new trucks were shipped to the McNeilus plant in Dodge Center, Minn. where they were fitted with the 8 m3 Revolution drums. Deliveries took place in mid-September with five of the new composite drum mixers assigned to the Calgary market with the remaining two units located in Edmonton.
    The new tri-drive trucks and composite drums are part of Rolling Mix’s mission to increase the legal payload capacity of its mixers. Under Alberta highway load limits, tri-axle configurations allow an extra 6000 kg of GVW over a tandem axle transit mixer. They also give the trucks better traction and more precise handling and manoeuvring capability on muddy work sites. According to Nortrux sales representative John Stearns, tri-drives are common in Alberta’s oil patch and are now finding their way into construction applications.
    After using the new composite drums seven days a week for the past month on a wide range of building projects in both Calgary and Edmonton, Taverner told Aggregates & Roadbuilding that the Revolution drums are more than proving themselves in increased productivity and lower maintenance. He is confident that the 18-20 per cent price premium for the Revolution drums will be recouped in a matter of months not years.
    ”Instead of carrying a legal 5.5 m3 on our weight-restricted roads, each new composite drum tri-drive truck allows us to deliver an extra 2 m3 of concrete per trip. That adds up to 9 m3 more concrete per shift based on a daily average of 4.5 trips or potentially up to 180 m3 more concrete per month with no extra labour costs,” said Taverner. “Furthermore, the weight savings of the composite drums means less fuel is burned on the return trip to the plant.”
    A composite drum mounted on a tandem axle truck would allow an extra .5 m3 of concrete per load. Taverner feels the real cost advantage of the composite drum is achieved when making five to six deliveries a day with each of the composite drum trucks.
    Among the other benefits he cites for the composite drums are improved mixing efficiency, significantly reduced mixer noise due to the deadening effect of the composite materials and more insulating ability to maintain controllable mix temperatures on both hot and cold days. An example of the composite drum’s insulating ability was demonstrated during a recent Edmonton basement pour in sub-zero temperatures. Taverner said that the floor slab had to be poured at 27°C which meant heating the concrete at the plant. The concrete left the plant at 27°C and thirty minutes later arrived at the building site still at 27°C even though the temperature was minus 8°C.
    Driver reaction to the composite drums and tri-drive trucks has been very positive, stated Taverner. Interior washout times are much quicker as are loading and discharge speeds.
    During Aggregates & Roadbuilding’s late September site visit to Rolling Mix’s offices and concrete plant in northwest Edmonton, four of the company’s new composite drum mixers were being used to deliver concrete to the 111th St. interchange project on the city’s new Anthony Henday Dr. arterial expressway. The new units were part of a 20-truck fleet mobilized by Rolling Mix from its Edmonton and Calgary operations to complete a two-stage weekend bridge deck pour of some 700 m3 of 35 MPa low slump silica fume concrete. According to Taverner, the Alberta Transportation mix design specified a maximum of 70 minutes for the 30 km trip in urban traffic from the batch plant to the concrete pump or the load would be automatically rejected. High Concrete temperatures were a potential problem on this occasion and were controlled by the addition of a precise quantity of ice at the plant. Both stages of the pour were successfully carried out several hours ahead of schedule. He credits the extra payload capacity and fast turn-around capability of the composite drums with achieving this feat. “The Revolution drums and tri-axle trucks enabled us to complete the pour with 12 fewer round trips.”

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Automatic highway trucks promise reduced repairs, improved performance

By Andy Bateman, Engineering Editor

An Ontario aggregate and ready-mix concrete producer is turning to automatic transmissions to deliver results.

    Earlier this year, Barrie-based Sarjeant Co. Ltd. purchased a highway aggregate truck equipped with automatic transmission, bringing to four the number of automatic units in the company’s 42 truck fleet. Two automatic ready-mix trucks have been in service since last year, while the fourth automatic is in service in the company’s oil delivery fleet. Assistant operations manager Doug Kelly reports that the company first became interested in automatic trucks at a U.S. demonstration, where tractor-trailer units were seen tackling fully loaded starts on grades up to 14 per cent (1 in 7). Just as impressive, brake linings on the demonstration units still had some 90 per cent life remaining after 140,000 km, thanks to significant power train braking provided by their transmission and retarder set up. Like other fleet operators, Sarjeant has its share of repairs to its trucks fleet, including driveline repairs to broken drive shafts, axles and rear ends. Ready-mix trucks in particular are susceptible to driveline stresses while manoeuvring fully or partially loaded in variable ground conditions. Kelly is optimistic that reduced driveline repairs and extended brake life will deliver a direct payback on the $20,000 incremental cost of each automatic transmission, aside from any other benefits such as improved truck performance and reduced driver fatigue.

Ready-mix concrete
    Sarjeant’s two automatic ready-mix trucks have now been in service for about 12 months in a variety of operating conditions, including winter work. The tandem/tandem Western Star units are equipped with 6-speed Allison HD-4560P automatic transmissions teamed with Caterpillar 410 hp engines and compression (engine) brakes. Company driver Rick Kelly was initially sceptical but now prefers the automatic, particularly in curb laying operations. “Sarjeant often supplies concrete for curb construction on residential subdivisions. In this situation, the automatic can crawl to match the pace of the curb laying machine, unlike a standard transmission where repetitive stop and go, sometimes uphill, is hard on clutches. The automatic is also useful in soft or sandy conditions where the gradual application of power improves traction. On the road, the transmission shifts to match engine speed with road speed, providing some driveline braking on the overrun as well as good pick up under power.”
    Literature produced by Allison Transmission describes how an electronic control unit (ECU) within its automatic transmission receives information on engine input speed and transmission output speed, as well as engine load and road conditions. The ECU then processes this information and times gear shifts to optimize engine and vehicle performance. Shifts are said to be precise whether the truck is loaded or empty. Another characteristic of the automatic transmission is the cushioning effect provided by its torque converter. During operation, the converter reduces shock and strain on the entire driveline and helps extend the life of driveline components such as engine, universal joints and rear axle.
    Allison adds that its transmission output retarder (when fitted) provides auxiliary braking power that is not dependent on engine speed and/or gear ratio and is said to be compatible with antilock braking systems (ABS). Thanks to the retarder, service brakes are said to be generally only necessary to bring the vehicle to a complete stop, resulting in reduced wear on service brake linings, fewer brake replacements and lower maintenance repair costs.

Aggregate truck
    Sarjeant’s automatic highway truck went into service at the end of May, just three weeks after a new truck with the same specifications apart from its standard transmission. This parallel purchase is no coincidence and gives Sarjeant the opportunity to directly compare the performance of automatic and standard trucks in a real life application. Both trucks are Western Star pup units with a legal payload capacity of 42 tonnes. In addition, both units are generally on the same duty, hauling aggregates from Sarjeant’s 7th line pit to the Barrie ready-mix concrete plant, a 40 km round trip on paved roads that includes rural and highway driving as well as a short stretch in town. The automatic unit is equipped with a 6- speed Allison HD-4560P automatic transmission, while the standard unit has a Fuller Road Ranger 18-speed standard transmission. Both trucks are powered by Detroit Diesel engines rated at 435-500 hp and both are also equipped with Jacobs compression (engine) brakes.
    Sarah Heino, Sarjeant’s customer representative, has been tracking the performance of each truck and has found no significant differences in fuel consumption to date. Based on data for a full month of operation, Heino reports that each truck consumed an average of 300 litres of diesel fuel in an 11.5-hour shift. Productivity is similar, with both trucks hauling a daily average of 400 tonnes in 10 loads, for unit fuel consumption of 0.75 litres/tonne. In an informal test with both trucks loaded, the automatic provided better acceleration from a standing start up to highway speeds. Plans are in hand to obtain additional feedback by switching drivers and also assess the impact, if any, of different driving styles on fuel consumption.
    Allison Transmission is part of the General Motors Group.
    Western Star and Freightliner are both part of the DaimlerChrysler group.

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Out with the old,in with the new at CBM

By Andy Bateman, Engineering Editor

CBM Aggregates’ new portable processing plant will replace aging capacity, provide portability and free up pit reserves.

      This fall sees the commissioning of a new aggregate processing plant in CBM’s Aberfoyle, Ont. pit. Demand for products from this pit continues to grow, driven by the combination of strong market growth, a well established customer base and a prime location near Highway 401.
      CBM’s John Pennings explains that new portable spread has been set up in a depleted area of the pit that provides extensive real estate for the processing and stockpiling of products. Equally important, the new plant location will allow access to reserves currently underneath the existing fixed plant. These reserves will provide most of the raw material for the new spread, supplemented by material from the McNally pit just south of Highway 401 as well as the company’s new Tikal pit on nearby Victoria Rd. Material will be hauled in conventional end dump highway trucks so as to provide the best possible fit between feed material gradation and the required finished product mix.
      Key process elements of the plant include primary screening, primary and secondary crushing stages, twin wet rinsing screens and a separate sand plant. All products from the 300 tonnes/h capacity new plant are washed and include coarse and fine concrete aggregates, 38 mm, 13 mm and 6.3 mm round sizes as well as winter (by-product) sand and washed screenings. Skid mounting makes most of the plant portable, although it is expected that it will stay in its present location for at least five years.
      When running, raw material is drawn from nearby stockpiles and fed to the plant by a Caterpillar 980G on load and carry duty. The next step in the production process is the separation of the feed into 38 mm plus and 38 mm minus sizes by a 6 x 20 ElRus triple-deck primary dry screen fitted with 13 mm thick punch plate to deal with the occasional 450 mm boulders found in the Aberfoyle deposit. Screened feed that is naturally smaller than 38 mm bypasses the plant’s crushing stage and is conveyed directly to the north wet rinsing screen. At the same time, material larger than 38 mm passes through primary and secondary crushing stages before being conveyed to the south wet rinsing screen. An Elrus 24x42 primary jaw crusher reduces the oversize to 102 mm minus before further reduction by a Sandvik H4800 CC cone crusher in the secondary position.
      The screen cloths fitted to the two rinsing screens, both ElRus 6x20 triple-deck units, reflect the plant’s required product range. The north screen (receiving naturally sized material) is fitted with 23.8 mm and 14.3 mm screen cloths on its top and middle decks respectively. Material retained on its top deck is stockpiled as 38 mm round roofing stone, while the minus 23.8 mm plus 14.3 mm material retained on the middle deck joins crushed coarse material from the south screen to produce coarse concrete aggregate.
      The bottom deck of the north screen is fitted with 9 mm opening cloths on the first four panels and a 7 mm opening cloth on the last (discharge end) panel. Material retained on this bottom deck (minus 14.3 mm plus 7 mm) is stockpiled as 12.7 mm rounds. Meanwhile, the material passing the bottom deck is split; sand slurry from the first four panels discharges into the slurry tank beneath the screen while 6.3 mm minus rounds are stockpiled separately.
      The south screen (receiving crushed material) is normally fitted with 23.8 mm, 7.9 mm and 5 mm screen cloths on its top, middle and bottom screens respectively. Material larger than 23.8 mm is returned to the cone crusher for further reduction, while minus 23.8 mm plus 7.9 mm material retained on the middle deck is stockpiled as 19 mm concrete stone. Material retained on the bottom deck, minus 7.9 mm plus 5 mm, is stockpiled as 6.3 mm chip. Coarse fractions from both screens are collected and routed as required by three reversible transverse conveyors at the end of each screen’s discharge chutes.
      Sand (fine) fractions from both screens are pumped to a separate sand plant where they are sized and dewatered by a classifying tank and two dewatering screws. Normally, all the natural sand slurry from the north screen is pumped to the classifying tank while manufactured (crushed) sand slurry from the south screen is pumped directly to one of the dewatering screws before being stockpiled as winter sand. If required however, the crushed sand fraction from the south screen can added to the natural sand fraction from the north screen to adjust the plant’s concrete sand gradation. In this case, the bottom screen cloth in the south screen is changed to 3.2 mm and the resulting slurry is pumped into the north slurry tank. Here, it joins the 5 mm natural sand slurry and the mixture is pumped up to the classifying tank by a Metso 10x8 slurry pump. Sand slurry arriving at the 3.3 m x12.2 m McLanahan Sand Manager classifying tank is separated into concrete sand and winter sand grades. Concrete sand discharges into twin McLanahan 1.1 m x 10.1 m long dewatering screws, while the winter sand is dewatered by a single McLanahan 1.1 m x 10.1 m screw.
      Products are carried away from the new spread on an extensive network of field conveyors before being stockpiled. Concrete coarse and fine aggregates are stockpiled by 914 mm x 45.8 m long Assinck conveyors, while 38 mm round and 6.3 mm round products are stockpiled by 914 mm x 36.6 m long Assinck conveyors. Power for the plant is provided by a Caterpillar genset with a 3412 engine driving a 1200-hp generator. The plant’s control system utilises Rockwell Automation’s RSView32 software with custom graphics designed by Aggressor Automation.
      CBM Aggregates is part of the Votorantim Cementos Group of Brazil.

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Paver tackles large and small projects

By Andy Bateman, Engineering Editor

     An Ontario roadbuilder’s new paver is seeing action in applications ranging from large scale commercial work to narrow residential streets.
     Aggregates & Roadbuilding first saw the new paver in the Rosedale area of Hamilton where TCG Asphalt & Construction Inc. was completing resurfacing work on behalf of Dufferin Construction Co. Less than two weeks later, the same crew was busy paving the vast trailer parking yard of Procter & Gamble’s new Canadian Distribution Centre in Brantford.
     Work at Rosedale included the paving of some 600 tonnes of the city’s HM3 surface mix on Erin Ave., Nelligan Place, Dundonald Ave., Parklands Dr. and Court as well as Connor Court. For the paving crew, this contract’s short streets, turn loops and utilities meant numerous short runs and extensive hand work. By contrast, the work at Proctor & Gamble involved relatively long runs in an open area, although even here there was detail work around utilities and along the edges of the periodic concrete strips that will carry trailer dollies. This job called for some 22 000 tonnes of hot mix asphalt to be supplied from TCG’s nearby Hardy Road plant and, when operational, will provide parking for 450 truck trailers.
     TCG’s paver on both jobs was a Cedarapids 362 unit that the company bought new in May of this year. The operational method was also similar on both jobs with the paver fed directly from end dump trucks in the conventional manner. Both jobs also utilised similar compaction equipment with a Bomag BW164AD-2 dual steel drum breakdown compactor followed by a pneumatic roller in the secondary position and a Bomag BW120AD finishing roller. The pneumatic roller on the Hamilton contract was a Bomag BW12R, while a MPLS Bros SP-6000 was utilised at Brantford.
     TCG’s Ted Van Ryn reports that this year’s acquisition of the 362 and its larger stable mate the 462 brings to at least ten the total number of Cedarapids pavers owned and operated by TCG. Drawing on 33 years experience with the operation and maintenance of paving equipment, Van Ryn feels these pavers generally produce the best mat, adding that, in terms of performance, the two new machines are almost as fast as the equivalent rubber-tired pavers. TCG’s 362 unit is fitted with a Stretch 16 screed, equipped with electric heating in order to eliminate the excessive fumes associated with the 15-20 minutes heat up period of diesel-heated screeds.
     First reported in the January/February 2003 edition of Aggregates & Roadbuilding, the 362 is one of Cedarapids 300 series of Tier 2 Pavers and replaces the CR361R. Designed as an all purpose paver for commercial work, the 362 is equipped with direct hydrostatic drive and the manufacturer’s frame raise system for manoeuvrability. It has a maximum rated paving width of 5.5 m, a maximum rated paving depth of 305 mm and weighs 15.7 tonnes. The rated paving speed range is zero to 63 m/min, with a maximum travel speed of 9 km/h.
     A Cummins engine provides 121 kW of motive power while a generator mounted directly above the screed provides electrical power for the screed heating system. The 20 kW system on the Stretch 16 has 4-Zone Thermostatic Control and Volts, Amps and Hz (frequency) read out. The electric screed is said to offer smoke free operation and, according to the manufacturers, provides uniform heat distribution from the front to the back of screed. The screed’s heating elements are insulated from the upper section for added operating efficiency and reportedly provide fast heat-up time. Reusable or replaceable heating elements provide lower ownership costs and simple maintenance with plug in design for fast screed bottom replacement. Heated bolt-on screed extensions are available.
     The Cummins QSB Series engines in the new range of Tier 2 pavers are designed to meet all US Environmental Protection Agency (EPA) Tier 2, CARB Tier 2 and Stage 2 European emission standards. Increased maintenance intervals of up to 500 hours on these engines are said to improve machine uptime while larger fuel tanks are said to provide a full day’s paving without refuelling. The new Tier 2 muffler system handles engine exhaust together with asphalt vapours from the screed fume recovery system. Its design reportedly allows higher temperatures to be maintained inside the exhaust stack, thereby reducing screed smoke discharge from the exhaust stack. The muffler design is also said to significantly reduce noise levels around the operating environment.
     TCG Asphalt & Construction Inc. and Dufferin Construction are both business units of St. Lawrence Cement.

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Less is more at Lafarge plant

Changes at a Lafarge aggregate operation demonstrate how some process improvements can be achieved by reducing rather than increasing the amount of equipment involved.

By Andy Bateman, Engineering Editor

    The Lafarge Stouffville pit, located 40 km northeast of downtown Toronto is among the country’s largest sand and gravel operations, with some 1.2 million tonnes of production last year. Recent changes to Stouffville’s primary loading and secondary crushing processes have increased plant efficiency and reduced costs, even though less equipment is used in both cases. At the pit face, the primary loader fleet has been trimmed from two machines to one, with the loader’s working location determined by required feed gradation. This change has reduced primary loading costs, matched the capacity of the primary loading and hauling fleets and also helped match pit run gradation with finished product gradation. Over at the pit’s secondary plant, a single new crusher has replaced two old crushers, a change that has increased plant availability, reduced maintenance costs and eliminated several bottlenecks.

Primary loading
    Primary loading was, until recently, completed here by two Caterpillar 988G wheeled loaders. Each loader was teamed with two Caterpillar 773 haul trucks and assigned to a specific face location to obtain a suitable mix of coarse and fine plant feed material. Like virtually all sand and gravel operations, there are local variations in the ratio of coarse to fine material in this deposit. Also like other operations, there is rarely an exact match between the natural gradation of the deposit and the gradation required to make all finished products with minimal waste. Although the system worked reasonably well, maintaining the required coarse/fine material balance could be a challenge and also meant duplicate load and haul teams. That all changed with the recent switch from two Caterpillar 988G loaders to one Caterpillar 990 Series II machine. Now, the 990 Series II loads all four trucks and the gradation balance is maintained by utilising the 6000 tonnes of live capacity in the plant’s secondary surge pile. Explains plant manager Mark Campbell, “There are five feeders in the reclaim tunnel under the surge pile with coarse material stockpiled over feeders 1,2 and 3 and fine material stockpiled over feeders 4 and 5. During production, the live inventory over each feeder is monitored by the QC department and dig location adjusted accordingly.
    “The new system works well and delivers a more accurate fit between feed and production requirements. Given the high throughput of this plant, good communication between QC and the production crew is essential. The inventories of coarse and fine feed can change quickly, and that can sometimes mean changing dig location a number of times in the same day.”
    At the pit face itself, the switch to one loader has improved the capacity fit between primary loading and hauling. Previously, the combined capacity of the two 988G loaders was about 1400 tonnes/h, some 25 per cent greater than the 1000–1200 tonnes/h combined capacity of the four trucks and thereby resulting in some waiting time for the loaders. With its loading capacity of up to 1250 tonnes/h, the new 990 Series II loader is now closely matched to the four trucks. Loading times have also been reduced, with the 990 Series II requiring four passes to load each 60-tonne capacity truck compared to the five passes of a 988G. In all other aspects, the new loader is a good fit for the trucks, having similar reach and a slightly wider bucket than a 988G.
    So how have these changes impacted operating costs? Campbell estimates that the improvements have been attained in parallel an impressive reduction in monthly loading costs, lower capital cost, reduced depreciation as well as lower fuel and maintenance costs.

Secondary plant crusher replacement
    At the pit’s secondary plant, two old 4 1/4 cone crushers (circa 1954 and 1956) have been replaced by a single Metso Nordberg HP 300 cone crusher. The new crusher is performing the same duty as both of the old units, reducing 102 mm minus feed material at an average rate of 300 tonnes/h. This change has increased both availability and productivity, thanks to the elimination of several causes of downtime. In addition to unscheduled repairs on the old equipment, downtime was also caused by a plugged feed bin, plugged crushers and the manual adjustment of crusher settings.
    “The crusher change provided the opportunity for us to rectify a long standing problem with the crusher feed system,” says Campbell. “Before, the two crushers were fed from a surge bin, but an awkward side feed arrangement from the bin to the crushers caused uneven material flow and plugged material inside the bin. The bin is still in use under the new set up, but crusher feed is now drawn from the centre of the bin to maintain even material flow. The change has also reduced maintenance and repair costs by the elimination of duplicate feeder belt, crusher and take away belts. In addition, the heavy manual work associated with cleaning out plugged crushers and resetting them has also been eliminated, thanks to the push button hydraulic release and reset of the new crusher.
    As an added bonus, the crusher change has resulted in an improvement in product shape, with the ratio of flat and elongated particles being reduced by 2 per cent. Overall, downtime in the secondary crushing system has reduced significantly and we are now monitoring plant performance to determine the actual reduction compared to previous years.”

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September/October 2004 issue

Aggregates and Roadbuilding Magazine
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