From expanding bitumen operations in India to groundbreaking mixes in Italy, stronger roads in South Africa to high RAP content in Germany, this month we bring you stories of advancing technology from around the world - Kristina Smith reports    
     
Technology from Austrian engineering company 
     
This will be the 50th bitumen plant to use Pörner’s Biturox technology and will be built in Bathinda in north-west India at the country’s fifth largest refinery, Guru Gobin Singh Refinery. It’s also the 10th licence for Biturox granted to India. One of the earliest Biturox plants, built in 1998 and still running, was also for Hindustan Petroleum Corporation at the Visakh refinery in Visakhapatnam.
     
“Now the plants built under Pörner license in India produce a total of more than 3 million tonnes of bitumen/year. That amounts to approximately 65% of India's total production.” said Pörner managing director Andreas Pörner.
     
The Biturox plant will assist in the blending of HVGO (heavy vacuum gas oil) and HGCO (heavy coker gas oil) to create 500,000tonnes of grade V 10, 30 and 40 bitumen each year to be used on road construction. Biturox plants use mild air oxidation to physically and chemically modify a combination of feedstocks in order to produce bitumen with the desired balance of resins and asphaltenes.
     
As well as the license, Pörner provides the basic engineering, key equipment, site supervision, commissioning support and training of personnel.  Licenses for other new Biturox plants were granted last year to refineries in Azerbaijan, Oman and Russia.
     
 
Iterchimica
Italian additive specialist 
 
A research and development programme resulted in PPS, an  alternative to polymer modified bitumen (PMB) which is easier  logistically, since it does not require modification to mixing plants as  PMB does. PPS technology takes a number of ingredients – various  fibres, plastomeric or elastomeric polymer, paraffins, liquid components  and other additives – and combines them in a pellet which can be used  in conjunction with unmodified bitumen.
     
The  two trials it has recently reported on involved the use of ITER PPS  3000-S and ITER PPS 1000 C/V. ITER PPS 3000-S, in conjunction with  another additive ITERLOW R, was used on a 250m section of the A4 highway  near the busy Milano Viale Certosa exit. ITER PPS 1000 C/V was used for  the wearing course of the Torino to Chivasso expressway, consisting of  two dual-lane roads with a design speed of 110km/h (70mph).
     
Iterchimica’s  ITER PPS 3000-S series consists of cellulose and synthetic fibres, a  special paraffin and elastomeric polymers. The addition of the ITERLOW R  allows the use of a high content of RAP, at lower manufacturing  temperatures.
     
Working in  collaboration with Politecnico di Milano University, Iterchimica created  a mix for the A4 test section which contained 40% RAP, 2.9% virgin  50/70 bitumen by weight of aggregate, 0.45% of ITER PPS 3000-S by weight  of aggregate, and 0.2% of ITERLOW R, by weight of RAP.
     
The  production process followed the following steps: heating the virgin  aggregates and 20% of the RAP at 165 - 170°C before adding them into the  asphalt plant's pug mill; introducing the PPS pellets directly into the  pug mill; adding the second 20% of RAP at atmospheric temperature which  lowers the overall temperature of the mix to 140 - 145°C; adding  bitumen at 160 - 165°C: and finally adding filler.
     
The  University conducted a range of static and dynamic tests which  demonstrated that the asphalt had a higher stiffness modulus and  resistance to fatigue than PMB. “This means that even though the mix had  40% RAP and was compacted at 110°C instead of 150°C, the quality of the  final asphalt mix was higher than the original PMB solution,” said  Iterchimica. “The combined action of ITER PPS 3000-s and ITERLOW R  rejuvenates the bitumen in the milled material, restoring the original  properties of the aged bitumen, and facilitates the compaction despite  the lower temperature.”
     
For  the wearing course trial, the use of PPS 1000 C/V meant that unmodified  bitumen could be used – rather than PMB – with the pellets added to the  mixing process to create SMA (stone mastic asphalt). Various  proportions of bitumen content were tested, with the optimum result  being 6.4% of aggregate weight, with 0.5% of ITER PPS 1000 C/V.
     
  
Shell Bitumen
 
The  10/20 pen bitumen was first used in 2010 on a trial  section of the  South Coast Road in Bayhead near to the harbour in  Durban which is owned  by eThekwini Municipality. Supported by research  from Sabita, South  Africa’s bitumen association, the high-modulus  asphalt mix – sometimes  known as EME – was manufactured and laid by  National Asphalt.
     
 “Prior   to the trial, eThekwini was carrying out lots of maintenance to the   road,” says Shell’s bitumen business manager for South Africa, Bob   Hornsey. “Since construction it has been reported that the road has   carried 19 million E80s – heavy container trucks – without any   structural damage, and with an average increase in rut depth of between   2mm and 0mm.”
     
Since then   the 10/20 pen bitumen has also been used by eThekwini Municipality for   its Bus Rapid Transit network and by another road authority, South   Africa National Roads Agency on the Town Hill section of the N3 highway   that connects Durban to Johannesburg. A steep section of highway, the   pavement here has to contend with heavy loads, moving slowly uphill,   with high ambient temperatures.
     
Shell   hopes that the positive experiences of these two road agencies will   encourage other road owners in South Africa, and in Africa, to consider   the use of 10/20 pen bitumen in high-modulus asphalt mixes for roads   with high volumes of traffic and heavy traffic.
     
“The   two road agencies that are using it are high-profile with big   networks,” said Hornsey. “Other agencies will see these examples, where   10/20 is assisting the road owners to reduce the life cycle costs of a   road.”
The SAPREF  refinery  is the only  refinery in South  Africa to produce 10/20 pen  bitumen.  However, Shell  has created an  additional storage facility  outside the  refinery in  another part of  Durban and will create other  storage  locations as  demand requires.
     
“This   represents a  step change  for the industry,” said Hornsey. “In South   Africa, the model  for  bitumen is very much customer own collection at   the refinery gate.   Here we are moving closer to our customers.”
     
   
Arizona Chemical
Research carried out over six months by Germany’s Braunschweig University has demonstrated that combining 70% reclaimed asphalt with SYLVAROAD RP1000 Performance Additive results in an asphalt mix that performs as well as virgin asphalt mix, according to the additive’s manufacturer Arizona Chemical. “After evaluation of a mix containing 70% reclaimed asphalt and SYLVAROAD™ RP1000 Performance Additive, we found that this rejuvenating additive restored the flexibility of the mix, especially in relation to cracking susceptibility at low temperature,” said Professor Michael Wistuba, head of Braunschweig University’s Pavement Engineering Centre.     
The    study compared mixes without RAP to those containing 70% RAP, with  and   without SYLVAROAD RP1000 at various compaction temperatures. Tests   aimed  to characterise compactability and workability, low temperature    cracking susceptibility, fatigue resistance and elastic modulus.
     
According    to Arizona, the tests showed that mixes with 70% RAP and SYLVAROAD RP    1000 had enhanced compactability, even at temperatures of 115 and  95°C;   excellent resistance to cracking demonstrated by the Thermal  Stress   restrained Specimen Test, even at the lowest temperature of  95°C; and a   lower stiffness modulus at low temperatures from -20 to  +10°C, while   still maintaining higher modulus at temperatures above  60°C.
     
“As   a bio-based  solution, SYLVAROAD RP1000 Performance Additive has unique   appeal to  road owners, in Europe and the US,” said Bas Hennissen,   business unit  director, roads & construction at 
     
SYLVAROAD    RP1000 is made from Crude Tall Oil and Crude Sulphate Turpentine, pine    chemicals produced by the pulp and paper industry. Arizona Chemical’s    researchers spent three years developing the additive.
The    results of the research at  Braunschweig University come hot on the    heels of findings from the  National Center for Asphalt Technology (NCAT)    at Auburn University in  the US which looked at mixes with 50% RAP – a    higher proportion for  the US market. Braunschweig University will    support and monitor a  full-scale trial of SYLVAROAD RP1000 Performance    Additive in 2016  which adds to over 50 tests and road trials already    being conducted  in Europe and the US.
     
  
Hycontrol
Many bitumen storage facilities in the UK are at risk of creating accidents through spillages, thanks to outdated monitoring equipment, warns level measurement solutions supplier Hycontrol.“We are still seeing asphalt facilities that are making do with totally outdated technology to monitor a potentially lethal substance. Plumb-bob and ‘cat-and-mouse’ pulley-based systems are still common, despite their propensity to jam or wear out,” said Hycontrol’s UK sales manager David Wadsworth. “All too often these devices are also expected to double as a High Level Alarm (HLA), or else another inappropriate technology like a float switch is used to fulfil this function. This technology being used is barely more advanced than the float in a domestic toilet. Again, devices like this are prone to wearing out and becoming blocked up with sticky bitumen – and when they do fail what will then stop the tank from overspilling?”
The Refined Bitumen Association – now
Back then, many accidents were caused by a misunderstanding about a bitumen tanks’ safe working capacity. Drivers and staff failed to realise that the bottom 10% of the tank was never emptied and that the very top of the tank, above the overflow, was also unavailable.
In     June last year Eurobitume UK issued new information, ‘Site   Inspection    for the Delivery of Bitumen’ which highlighted the need   for robust   level  monitoring and alarm systems. The new guidance calls   for a   reliable  contents gauge with a high level alarm (HLA) that   triggers   once the  container has reached 90% of its capacity. In   addition, there   should be  an independent high high level alarm (HHLA)   which is   triggered at 92.5%  capacity, says the guidance.
     
TDR      (time domain reflectrometry), radar and hydrostatics have all been      cited as suitable technologies for measuring the bitumen level.   However,    Hycontrol – which supplies all three types of technology for   various    applications – says it will only supply TDR for bitumen   level    measurement.
     
Hycontrol      rejects radar, since bitumen coats the probe, leading to a loss of      function. And hydrostatic devices must be calibrated to a liquid’s      Specific Gravity, which varies as the temperature of the bitumen in  the     tank fluctuates.
     
TDR     works  by sending pulses of low power microwaves along stainless  steel     conducting probes which extend into the bitumen. Where the  microwaves     meet the air-bitumen interface, they are reflected back  with the time     between emission and reception indicating the level of  the bitumen.
     
As     for  the HHLA, Hycontrol recommends RF Admittance probes rather than      float switches which it says fail when coated with bitumen. A build  up     of bitumen on an FR Admittance probe does not impede its function,    says   Hycontrol, although like the TDR some periodic maintenance is    advised.
     
“Despite   the    progress made over the last decade in educating site managers,   H&S    officers and staff about tank capacities and the risks   associated    with bitumen storage, the suitability, reliability and   accuracy of  the   measuring equipment they are using is sometimes   questionable at    best,” says Wadsworth. “Only through a combination of   appropriate,    well-maintained monitoring equipment and alert, informed   site staff    can we be confident in the safety of bitumen storage.”   
    
        
        
        


