San Diego Landlords Beware Of Eviction Control When Terminating A Month-to-month Tenancy

Mercifully, San Diego does not have rent control. Unfortunately, San Diego does have its close relative-the unwelcome mother-in-law of rent control-better known as eviction control or for cause eviction.

San Diegos eviction control ordinance substantially impacts a landlords right to end a month-to-month tenancy. Moreover, the ordinance can be a trap for the unwary landlord unfamiliar with its mandatory notice provisions. A notice terminating a month-to-month tenancy that does not comply with the eviction control ordinance could cause the inexperienced landlord to lose his eviction case at trial and have to start the eviction process all over again.

What is San Diegos eviction control ordinance? The ordinance applies to every tenancy of two years or greater duration. When a tenant has lived in your rental property for two years or more, you may only terminate his month-to-month tenancy, or refuse to renew his lease, for certain specified reasons. On the face of it, the authorized reasons in the ordinance dont seem unreasonable. As examples, a landlord may only terminate the tenancy for things such as nonpayment of rent, breach of lease, tenant use of the property for an illegal purpose, or landlord withdrawal of the premises from the rental market just to name a few.

The ordinances restrictions wouldnt appear too onerous to most landlords since a landlords typical reasons for terminating a tenancy match those permitted by the eviction control ordinance. However, the ordinances mandates do not end there. The ordinance further requires that the landlord serve on the tenant a notice setting out the reason or reasons for terminating the tenancy at the same time that the landlord serves the 30-day notice, 60-day notice, or 3-day notice, whichever the case requires.

In other words, to comply with San Diegos eviction control ordinance, you must first have a permitted basis for terminating the tenancy. In addition, you must serve a separate notice on the tenant setting forth that permitted reason at the same time that you serve the notice terminating the tenancy. Thus, a tenant who is protected by the eviction control law should get two notices, one terminating the tenancy (the 3-day, 30-day, or 60-day depending upon the case) plus another notice setting forth the reason authorized by the eviction control ordinance.

Additionally, to be valid, both notices must be served according to law, i.e. they must be personally served on the tenant or served through a valid substitute service or post and mail service. I cant tell you how many landlords I have seen in my practice make the mistake of not complying with the eviction control ordinance. In fact, nearly every client I see who has tried to terminate a month-to-month tenancy with a 30-day or 60-day notice either didnt comply with the ordinance or didnt serve it right.

The consequences for the landlord to not terminating the tenancy right can be dire. At a minimum, the landlord will suffer the lost time and inconvenience of having to serve a new notice. If the landlord has sued on a bad notice, the consequences can be worse. The tenant will win the eviction case and the landlord will have to start the entire process over again, thus losing more time, rent, plus costs and attorneys fees. If you want to end a month-to-month tenancy, or not renew a tenancy, on some ground other than non-payment of rent, you should consult a lawyer to make sure that you comply with San Diegos eviction control ordinance.

Legal Ways To Get Free Ps3 Games Today

Buying a new video games when they are released can be hard due to their high end price tag but there are measures you can take to control your spending and periodically obtain complementary PS3 games. You can not acquire every game for no charge but you can put limits on the expenses by following this simplistic guideline. If a free PS3 game is not available think about being patient for a period of time or purchase them used-this is a great method to cut the costs in half. If you are in the habit of purchasing several games a year you will maintain solid savings, potentially hundreds of dollars, by just allowing yourself to go by this rule of thumb.
You should make sure you don’t give the websites that offer free PS3 games any important information, such as your credit card number. There are sites out there that run scams, and it can be easy to become a victim of identity theft. Downloading free PS3 games is illegal as well, and you could be fined or jailed. However, we know the best way to get free PS3 games legally.
The truth is that free doesn’t always literally mean free, since these offers will often times ask you to do certain things on line that actually cost money. For example, you might get your PS3 game ‘free’, if you also join a book club, or sign up for an E Bay Course, or complete any number of other listed offers. This might be worth your while, though, if you find things on there that you were going to do anyhow. At times it is also possible to find offers that really don’t require any payment at all. They might also tell you that you need to get others to join in, and you might have doubts about whether or not this whole thing is above board. Keep on going though, and you will have your free PS3 game.
You have probably seen sites like this on the Internet that offer iPods or laptops. If the product is more expensive you will need to complete more offers and refer more people. These free PS3 games won’t cost you anything directly, except for signing up for offers like membership sites that offer PS3 downloads. You can select offers that you might do anyway. It is worth it to save money!

Posted in Law

Legal citizen of U.S requires a tough process, know about it

Dreams may be big or small for all, but dreams are seen by all. Everyone loves to be in a dreamy world and some people are so very determined about their dreams that they turn no stones unturned to make it happen. Elaborating of business is an aspiration for all. All the business people want to have a bigger platform for their business to expand. US are one of the biggest nations over the world. Everyone tries to own a place there so that their lives can be better and bigger as well. The availability of the platform in US is not found that easily. The process of getting US platform is very tough and a person has to go through a lot of rules and regulations to achieve it.

What is EB5 Investment?
Let us jot down some of the points that will make you get to know how about who to make your base over US. The first step to enter over the US world is through EB5 Investment Visa. This is the visa that is used for the foreign nationals for acquiring of the green card and become a legal citizen of United States. The process of getting this visa is not at all easy. For making your business appear in a bigger platform you have to appear for the investment visa. This visa act is created by the Immigration Act of 1990 and is considered as the United States visa. For obtaining that visa it is a long process and the person has to go through a detailed process mode. If anyone wants to obtain the visa then the individuals must invest $1,000,000 or at least $500,000 in a “Targeted Employment Area”, creating and preserving of atleast 10jobs for the U.S worker by each of the migrated company.ny.

Going through such a process will help you to get the EB5 Investment that will help you to acquire a great life and a prosperous business over the world’s most influential state. The business gets a great increase very easily. When you have acquired this then it can be made for sure that you will get a citizenship of the country as well. EB5 Green Card holders are found very rare and they have to go through a tedious process to posses it. Getting green card means that you have the rights to access all types of benefits for its citizens in US. Being a legal citizen is a great achievement for all who have acquired it. it helps the betterment of your life easily.

Now let us focus a bit on what does franchise opportunity all means. It is about to increase your business in a much easier way. The more the outlets of a business, the more its popularity and also the profit benefits are also increased very easily through this opportunity. In short it would not be wrong to say that business gets expanded when the franchises are more.

Excellent Defending Capability Of The DUI Lawyer Hampton VA

The DUI lawyer is generally hired for effectively tackling or handling the various legal; issues arising out of the DUI incidents. They basically defend their clients in the court of law in order to save them from all the legal accusations of DUI.Only an experienced and efficient DUI attorney can successfully defend their accused clients in the court of law. In Hampton VA, these lawyers provide all the necessary legal helps to their clients in case of DUI incidents.

Functions of these lawyers

The initial activity of these lawyers is to protect their clients from the initial arrest which is usually done by the bail system. They also protect their clients from the submission of the drivinglicenses and other important vehicle documents. They prepare the necessary documents and paper works on the basis of the collected evidences and the eye witnesses. They also produce these legal documents in the court in support of their clients. They also get into various legal arguments with the opposite government prosecutors for saving their clients from the accusation of DUI. They also work hard on the homework of the various legal clauses for strengthening the case in support of their clients. They also try to convince the judge and try to negotiate on the fees or penalty charges of their clients. The ultimate success in the court of law basically roves the experience and capability of the DUI attorneys.

Qualifications and qualities of these DUI attorneys

The defending activity of the accused DUI fellows is highly risky and complicated and needs a lot of legal knowledge and skills for effective defending. The competent defending dui attorneys should have basic knowledge about constitutional issues, various scientific theories as well as advanced trial techniques or policies. They should be highly qualified and knowledgeable enough about the standardized rules of the sobriety testing which includes the walk, turn and one walk stand testing as well as the testing of the gaze nystagmus.

This is because during the dui arrest the accused or the arrested beings are highly required to give this concerned test and have to pass it in order to prevent the further legal proceedings. These lawyers should also have necessary knowledge on the various legalities which is highly required to defend their clients in a n effective manner in the court of law. The NHTSA course is highly essential for knowing the details of the legalities involved in thesobriety tests. The DUI lawyer Hampton VA is highly efficient to apply the appropriate DUI laws for the purpose of defending their clients in the court of law.

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The Author Gracie Calaway is a professional writer, presently writing for http://www.hamptonvaduiattorney.com/services/

Federal Labor Law Posters And State Labor Law Posters

When developing the labor laws or making any changes in them, all the states comprises their own set of rules and laws to develop these law poster. All most all the labor law posters have two main levels which differentiate between them and both these are federal labor law posters and state labor law posters. The reason behind publishing and displaying both these law posters on the work place is just to make sure that work force is aware of their rights regarding their job and their own safety. Authorities make sure about the safety of the workers and that their rights would never been exploited by their owners while working for them by using these posters and the other safety posters and employment posters. In most of the states labor laws its compulsory for the owners to display these law posters on the work place where their labor works for them. The main purpose behind placing these posters on the work place is that to make sure that in any case the owner should not differentiate between his labor force i.e. on the issues like caste, nationality, religion etc.

If we look at the federal levels of these posters i.e. federal labor law poster implementing the set rules on the owners and mainly its purpose of being imposed is to point out the basic needs and requirements of the work force and the basic initial information like, information about their salaries and their wage criteria, their service agreements, and their hours of working in a week. The management in the company or business must provide all the initial and important information and knowledge to the work force through displaying these posters on the work place and most importantly up-dating them on regular basis so that whenever there is change in these law posters or slight amendments the posters on the work place are up to date and latest in version. Its needed because state and federal authorities every now and then make changes to these posters according their state recent laws.

We can have it in this way that whenever a company or an organization which comes under the supervision of federal government should follow the federal law posters and most important update them on regular basis, and if we apply this on states than every single state has some very compulsory set of laws implemented in the states and these laws are also compulsory to obey provincial and as well as federal government. These labor laws are most of the time mentioned in the form of state labor law posters, and without their consideration the law posters are incomplete for your organization or business. These state labor law posters hold essential guide lines and information about the labor laws of the state. If there is some conflict between federal laws and the state laws then the laws which are more beneficial and appropriate for the work force are putted in the list of the labor poster. Labor poster and some of other safety posters are the combine mixture of federal labor law posters and state labor law poster.

Posted in Law

A DUI Lawyer Can Help You Through The Legal Process

Driving drunk, buzzed or blitzed is more than just a dangerous and stupid decision; it can also result in the loss of time and money, and require the services of a DUI lawyer. And because the consequence of this offense are so severe, it’s important to understand all of the legal steps that are taken to arrive at a conviction, starting with how an impaired driver ends up in the legal system to start with. Drivers who are pulled over for driving while impaired generally are pulled over by the police for another traffic offense such as weaving, speeding, erratic driving or failing to yield. Or they are involved in or the cause of an automobile accident.

Once a police officer has probable cause to pull a driver over, they can make an assessment based on the appearance of the driver to do a field sobriety test. This assessment can include the smell of alcohol on the driver, blood shot eyes, slurred speech and other indicators that the driver is driving impaired. At this point an officer has enough probable cause to warrant a field sobriety test. A driver who fails this field sobriety test or refuses to take the test will automatically, under Arizona law, lose their driver’s license for a period of ninety days.

The cost for a DUI can be extensive. In Arizona, jail time for a conviction is mandatory and repeat offenders may be sentenced to a longer jail sentence with each offense. In addition to jail time, losing a driver’s license and mandatory monetary fines, a conviction for a DUI offense also means mandatory alcohol education classes, possible vehicle confiscation and possible court ordered drug and alcohol counseling.

If you are arrested for this crime, hiring a DUI lawyer may be your only hope of either being found innocent of the charges or receiving a lighter sentence. And while jail time is mandatory upon conviction and an area your attorney won’t be able to influence, other aspects of your sentence do have some wiggle worm your attorney can work with. Things such as monetary fines, the length of time your license is suspended for, the possibility of getting a hardship license to drive to and from work, for example, are all areas of the punishment aspect that an attorney can help with and work to minimize.

If you are arrested for driving under the influence of alcohol, the most important first step you need to take is to contact a DUI lawyer immediately in order to protect your future civil and legal rights before its to late.

A DUI lawyer in Mesa, AZ offers a whole variety of different services to the accused and convicted. They want to help you, so learn more here: http://www.danahoglelaw.com/.

Understanding the Laws Applicable on Your Case

Whether an accident involves one or more cars, it can have disastrous consequences for the drivers and passengers as well as others present on the spot. If another driver’s recklessness or negligence is the cause of the mishap and your injuries, it is essential to consider consulting with a car accident lawyer.

Alabama laws are strict about careless drivers who breach their duty to care. However, just filing a suit against the responsible individual will not suffice. You would require capable legal assistance to get adequate evidence to support your claim. Establishing the cause and effect relation between the breach of duty to care and injuries is essential.

Assessing who is at fault is of importance in this case. The joint and several liability law of the state give you the right to sue any parties responsible for the accident. If you can prove fault, damage recovery from any or all parties is possible. However, your lawyer is the best judge of this with the help of accident reconstruction experts.

If the incident was because of a defective product, the victim can sue the manufacturer or seller of that product. Suppose a defective brake or airbag is the reason of your injuries. According to the strict liability rule of Alabama, you may recover damages from the manufacturer or seller if you can prove that the defect was the cause of the injuries.

Another important thing to keep in mind is the contributory negligence rule applicable in Alabama. This could bar you from making any recovery for the damages. As per this directive, if your negligence was a contributory factor in the accident, you cannot get any compensation at all.

Your lawyer has to build up your case keeping all these laws and statutes, and any others applicable, in mind. Moreover, your Alabama car accident lawyer would also need to get an assessment of the damages. This would include expert testimonials from medical practitioners, vocational experts, accident re-constructionists, forensic experts, and so on.

Handling all these responsibilities requires adequate knowledge in the specific domain of law. Just as you do not go to a dentist to fix a broken arm, you do not go to a tax lawyer to deal with an accident case. What you need is a qualified, certified, and experienced car accident lawyer for the job.

Find such a legal practitioner, fix an appointment and discuss details immediately.

Find Arizona lawyer, legal aid & their profiles by practice area. For law firm owners, register your online profiles here and get exposed to millions of clients looking for legal services. To get started, send your website information today.

CHAPTER ON FLY ASH FOR GRADUATE (CIVIL ENGINEERING) COURSE STUDENTS

CHAPTER ON FLY ASH FOR GRADUATE (CIVIL ENGINEERING) COURSE STUDENTS Subhash Chandra Sr Engineer AUD NTPC Limited Noida Office

Fly Ash – A Resource Material

Contents

1.Fly ash Introduction

1.1.General 1.2.Production and Classification 1.3.History of Fly Ash Utilization 1.4.Properties of Fly Ash 1.5.Geo-technical Properties 1.6.Chemical Properties 1.7.Quality of Fly Ash as per BIS, ASTM

2.Main avenues for use of fly ash

2.1Cement concrete and mortar 2.2Fill Material – Road and embankments construction 2.3Reclaim wasteland 2.4Mine filling 2.5Bricks, blocks and tiles Manufacturing 2.6Agricultural soil 2.7Ash Dykes 2.8Autoclaved Aerated Concrete 2.9Lightweight aggregates 2.10Cenosphere

3.Legal Issues – Ash Utilization

4.Major Successful examples

5.Conclusion

1Fly Ash Introduction 1.1General

The Fly ash word sounds its own definition i.e. material which flies along with gases and ash – a residue of burnt material. This name is used for residue of coal which is used as pulverized fuel for generation of electricity in thermal power station. In present life style electricity has become one of the most important part of day to day of human life. For generation of electricity coal is continued to be used as a major source of fuel in many countries in the World including India. In the process of electricity generation, large quantity of fly ash gets produced and becomes available as a by-product of coal-based power stations.

Fig. 1: Fly Ash mound Fig. 2: Fly Ash-microscopic view

1.2Production and Classification

In thermal power station, pulverized coal is fed into boiler furnace, after burning; the lighter and finer particles fly along with hot flue gases which are passed through Electrostatic Precipitators (ESP). In ESP these particles are arrested and then taken out either pneumatically to a storage silos in dry form or sluiced through with water and sent to ash ponds. The particles collected in ESP are called Fly Ash. It is then collected by either using electrostatic precipitators, baghouses or a combination of both.

There are four categories of Ash normally available from a coal based thermal power station. a.Fly Ash: This kind of ash is collected from different rows of Electro-Static Precipitators (ESP) in dry form. This is characterized by comparatively lower carbon content and higher fineness. Fineness of fly ash is more in subsequent field of ESP as compared to initial fields. This ash comprises about 80% of total ash produced in a station. b. Bottom Ash: This kind of ash is collected at the bottom of Boiler furnace as a result of coal burning activity. This is characterized by comparatively higher carbon content and coarse size. This comprises about 20% of total ash produced in a station. c.Pond Ash: The slurry formed after mixing ash with water is pumped to the nearby ash ponds wherein water gets drained away. The ash thus stored in ash ponds is called Pond Ash. d.Mound Ash: Fly ash conveyed in dry form and deposited dry in mounds.

1.3History of Fly Ash Utilization

Utilization of fly ash is not a new phenomenon rather it is about seven decades old. The fly ash became available in coal based thermal power station in the year 1930 in USA. In order to find out its properties, scientist started research activities and in the year 1937, R.E. Davis and his associates at university of California published research details on use of fly ash in cement concrete. This research had laid foundation for its specification, testing & usages. The research had established that fly ash possesses specific property called as pozzolanic property which was similar to volcanic ash and deserves to utilize in lime/ cement concrete works.

The pozzolanic property of a substance is defined as -A Siliceous or Siliceous and Aluminous material, which in itself possesses little or no cementitious value but will, in finely divided form and in the presence of moisture, chemically react with calcium hydroxide at ordinary temperatures to form compounds possessing cementitious properties.

The pozzolana term came from Roman city. About 2,000 years ago, Roman used volcanic ash along with lime and sand to produce mortars, which possesses superior strength characteristics & resistances to corrosive water. The best variety of this volcanic ash was obtained from the locality of pozzoli and thus the volcanic ash had acquired the name of Pozzolana. The investigations had also established that the geo-technical properties of fly ash are similar or better than many of the soils and can be utilized for structural fill & embankment construction substituting soil.

In India, to establish more uses of fly ash produced from Indian coal, research activities were continued at various research institutes of Council of Scientific and Industrial Research (CSIR) like Central Building Research Institute, Roorkee, Central Institute for Mining Fuel Research Institute, Dhanbad, Central Road Research Institute, New Delhi etc and other Institutes like National Council for Cement & Building Materials, Ballabhgarh, IIT Kanpur, IIT Chennai, NTPC (R&D)etc. Studies have revealed that fly ash can be used in manufacture clay ash bricks, fly ash lime/ cement bricks and other building products, in agriculture, road embankments construction and fill applications.

1.4Properties of Fly Ash

Fly ash is complex material having wide range of chemical, physical and mineralogical compositions. The chemical composition of fly ash depends on the type of coal burnt in boiler furnace, oil firing, oxygen flow temperature of furnace, degree of pulverization of coal, efficiency of ESP etc. Physical properties of fly ash such as fineness or particle size, reactivity with lime / cement etc depends on design and efficiency of boiler, combustion process, coal grinding techniques employed, process of ash collection and handling method and efficiency of Electrostatic Precipitator etc.

1.5Geo-technical Properties

The majority of fly ash particles are glassy, solid or hollow, slightly to highly porous and spherical in shape. The specific gravity falls within the range of 2.1 to 2.6 and dry density is commonly found to be in the range of 950-1200 kg/m3 depending on the degree of compaction. The particle size of fly ash generally ranges from 1 micron to 100 micron in diameter of glassy spheres and 7 to 300 microns in diameter for angular carbon particles. In terms of soil grain size analysis, most fly ash particles fall within the silt range, with small percentages in the fine sand and clay sizes.

Table 1: Geo-technical properties of Fly Ash

Specific gravity g/cc1.90-2.55 PlasticityNon Plastic Proctor compaction – Maximum dry density (g/cc)0.90-1.60 Optimum moisture content (%)38.0-18.0 Angle of internal friction ( o)300-400 Cohesion (kg/cm2 )Negligible Compression index0.05-0.4 Permeability (cm/sec)105-103 Particle size distribution Clay size fraction (%) Silt size fraction (%) Sand size fraction (%) Gravel size fraction (%) 1-10 8-85 7-90 0-10 Coefficient of uniformity3.1-10.7

1.6Chemical Properties

The major constituents of most of the fly ashes are Silica (SiO2), alumina ((Al2O3), ferric oxide (Fe2O3) and calcium oxide (CaO). The other minor constituent of the fly ash are MgO, Na2O, K2O, SO3, MnO, TiO2 and unburnt carbon. There is wide range of variation in the principal constituents – Silica (25-60%), Alumina (10-30%) and ferric oxide (5-25%). When the sum of these three principal constituents is 70% or more and reactive calcium oxide is less than 10% -technically the fly ash is considered as Siliceous fly ash and also called as Class F fly ash. Such type of fly ash is produced by burning of anthracite or bituminous coal. Siliceous fly ash characteristically contains a large part of silicate glass of high silica content and crystalline phases of low reactivity mullite, magnetite and quartz. The active constituents of this type of fly ash is siliceous or alumino-silicate glass. If the sum of these three constituents is equal or less than 70% and reactive calcium oxide is not less than 10%, fly ash will be considered as Calcareous fly ash and also called as Class C fly ash. This type of fly ash is commonly produced by burning of lignite or sub-bituminous coal and possesses self setting property similar to cement.

Table 2: Chemical composition

ComponentBituminous Sub bituminous Lignite

SiO2 (%)20-6040-6015-45 Al2O3 (%)5-3520-3020-25 Fe2O3 (%)10-404-104-15 CaO (%) 1-125-3015-40 LOI (%) 0-150-30-5

1.7Quality of Fly Ash as per BIS, ASTM

To utilize fly ash as a Pozzolana in cement concrete and cement mortar, Bureau of Indian Standards (BIS) has formulated IS: 3812 Part-1 2003. In this code quality requirement for siliceous fly ash and calcareous fly ash with respect its chemical and physical composition has been specified. These requirements are given as below.

Table 3: Chemical Requirements of fly ash as a Pozzolana in cement concrete and cement mortar as per Bureau of Indian Standards (BIS)

S. No.CharacteristicsRequirements Siliceous fly ashCalcareous fly ash 1Silicon dioxide (SiO2) + Aluminium oxide (Al2O3) + Iron oxide (Fe2O3), in percent my mass, minimum7050 2Silicon dioxide in percent my mass, minimum3525 3Reactive silica in percent my mass, minimum (Optional test)2020 4Magnesium Oxide (MgO), in percent my mass, max.5.05.0 5Total sulphur as sulphur trioxide (SO3), in percent my mass, max.3.03.0 6Available alkalis as sodium oxide (Na2O), in percent my mass, max.1.51.5 7Total chlorides in percent my mass, max0.050.05 8Loss on Ignition, in percent my mass, max.5.05.0

Table 4: Physical Requirements of fly ash as a Pozzolana in cement concrete and cement mortar as per Bureau of Indian Standards (BIS)

S. No.CharacteristicsRequirements Siliceous fly ash and Calcareous fly ash 1Fineness – Specific surface in m2/kg by Blaine’s permeability method, Min.320

2Particles retained on 45 micron IS sieve (wet sieving) in percent, Max. (Optional Test)34 3Lime reactivity – Average compressive strength in N/mm2, Min4.5

4Compressive strength at 28 days in N/mm2, Min.Not less than 80 percent of the strength of corresponding plain cement mortar cubes 5Soundness by autoclave test – Expansion of specimen in percent, Max.0.8

ASTM International for fly ash: ASTM International C-618-03 specifies the chemical composition and physical requirements for fly ash to be used as mineral admixture in concrete. The standards requirements are given as below.

Table 5: Chemical Requirements of fly ash as a Pozzolana in cement concrete and cement mortar as per ASTM International

S. No.CharacteristicsRequirements Class F (Siliceous fly ash)Class C (Calcareous fly ash) 1Silicon dioxide (SiO2) + Aluminium oxide (Al2O3) + Iron oxide (Fe2O3), in percent my mass, minimum7050 2Sulfur trioxide (SO3), max. Percent5.05.0 3Moisture content, max., percent3.03.0 4Loss on ignition, max., percent6.06.0

Table 6: Physical Requirements of fly ash as a Pozzolana in cement concrete and cement mortar as per ASTM International

S. No.CharacteristicsRequirements for class F & class C fly ash 1Fineness – amount retained when wet-sieved on 45 micron (No. 325) sieve, Max., percent.34

2Strength activity index oWith portland cement, at 7 days, min., percent of control oWith portland cement, at 28 days, min., percent of control75c

75c 3Water requirement, max., percent of control105

4Soundness Autoclave expansion or contraction, max., percent0.8 5Uniformity requirements: The density and fineness of individual samples shall not vary from the average established by ten preceding tests, or by all preceding tests if the number is less than ten, by more than Density (max.) variation from average percent. Percent retained on 45 micron (no. 325), max variation, percentage points from average

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2Main avenues for use of fly ash

2.1Cement concrete and mortar 2.2Fill Material – Road and embankments construction 2.3Reclaim wasteland 2.4Mine filling 2.5Bricks, blocks and tiles Manufacturing 2.6Agricultural soil 2.7Ash Dykes 2.8Autoclaved Aerated Concrete (AAC) 2.9Lightweight aggregates 2.10Cenosphere

2.1Using fly ash in cement concrete and mortar

Portland Pozzolana Cement fly ash based is manufactured either by intimately intergrinding Portland cement clinker and fly ash with addition of gypsum or calcium sulphate or by intimately and uniformly blending with OPC and fine fly ash. The pozzolanic property of fly ash makes it suitable as raw material for manufacture of PPC. IS:1489 Part-1-1991(Reaffirmed 2005) is BIS specification for this cement. As per the BIS specification, fly ash constituent shall not be less than 15 percent and not more than 35 percent by mass of Portland Pozzolana Cement.

Portland Pozzolana cement produces less heat of hydration and offer greater resistance to the attack of aggressive waters than Ordinary Portland Cement. It is particularly useful in marine and hydraulic construction and other mass construction structures. This cement is equivalent to Ordinary Portland cement on the basis of the 28 days and above compressive strength. Use of fly ash in cement manufacturing helps to conserve raw material such lime stone, clay etc and also conserve coal required for clinkerization for manufacture of cement clinker. During this process generation of CO2 is also reduced, therefore, eco-friendly.

It may be noted that, Bureau of Indian Standard also permits use of Fly ash up to 5% as a Performance Improver in the manufacturing of 33 grade, 43grade and 53grade of Ordinary Portland Cement.

2.1.1How fly ash woks with cement?

Fly ash being a pozzolanic material is found to be useful for part replacement of Ordinary Cement in cement concrete and Mortar. In the concrete, cement chemically reacts with water and produces strength bearing gels called as C-H-S gels that binds other component together and provide strength to concrete and creates strength bearing materials. The reaction process is called ‘hydration’ of cement. In this process some amount of lime [Ca (OH)2] is also liberated. Fly ash available in concrete reacts with this lime and forms additional similar strength bearing gel which provides strength to concrete. As we know Ordinary Portland Cement (OPC) is a product of four principal mineralogical phases. These phases are Tricalcium Silicate – C3S(3CaO.SiO2), Dicalcium Silicate – C2S(2CaO.SiO2), Tricalcium Aluminate – C3A(3CaO.Al2O3) and Tetracalcium alumino-ferrite – C4AF(4CaO.Al2O3Fe2O3). The setting and hardening of the OPC takes place as a result of reaction between these principal compound and water [H2O(H)] as shown under:

2C3S + 6H = C3S2H3 + 3CH (tricalcium silicate) water (C-S-H gel)(Calcium hydroxide) 2C2S +4H = C3S2H3 + CH (dicalcium silicate) (water) (C-S-H gel)(Calcium hydroxide)

The hydration products from C3S and C2S are similar but quantity of calcium hydroxide (lime) released is higher in C3S as compared to C2S. The reaction of C3A with water takes place in presence of sulphate ions supplied by dissolution of gypsum present in OPC. This reaction is very fast and shown under:

C3A + 3(CSH2) + 26H =C3A(CS)3H22 (tricalcium Aluminate (gypsum) (water) (ettringite)

C3A + CSH2 + 10H =C3ACSH2

(monosulphoaluminate hydrate) (S – SiO2, C – CaO, A – Al2O3, F – Fe2O3)

Tetracalcium alumino-ferrite forms hydration product similar to those of similar of C3A, with iron substituting partially for alumina in the crystal structures of ettringite and mono sulpho-aluminate hydrate.

Above reaction indicate that during the hydration process of cement, lime is released out and remains as surplus in the hydrated cement. This leached out surplus lime renders deleterious effects to concrete such as make the concrete porous, give chance to the development of micro-cracks, weakening the bond with aggregates and thus affects the durability of concrete.

If fly ash is available in the mix, this surplus lime becomes the source for pozzolanic reaction with fly ash and forms additional C-S-H gel having similar binding properties in the concrete as those product by hydration of cement paste. The reaction of fly ash with surplus lime continues as long as lime is present in the pores of liquid cement. The process is illustrated as below.

2.1.2Advantage of use of Fly ash with concrete

Fly ash concrete3 was as early as used in the U.S. for the Hoover Dam, where engineers found that it allowed for less total cement. It is now used across the world. Consisting mostly of silica, alumina and iron, fly ash is a pozzolana substance containing aluminous and silicious material that forms cement in the presence of water. When mixed with lime and water it forms a compound similar to portland cement. The spherical shape of the particles reduces internal friction thereby increasing the concrete’s consistency and workability, permitting longer pumping distances. Improved workability means less water is needed, resulting in less segregation of the mixture.

(i)Reduced Heat of Hydration

In concrete mix, when water and cement come in contact, a chemical reaction initiates that produces binding material and consolidates the concrete mass. The process is exothermic and heat is released which increases the temperature of the mass. The large temperature rise of concrete mass exerts temperature stresses and can lead to formation of micro cracks. When fly ash is used as part of cementitious material, quantum of heat liberated is low and staggers through pozzolanic reactions and thus reduces micro-cracking and improves soundness of concrete mass. (ii)Improved Workability of Concrete Fly ash particles are generally spherical in shape; this gives a ball bearing effect to the mixing of aggregates & cement. This way part mixing is achieved and leads for reduced water requirements for a given slump. The spherical shape helps to reduce friction between aggregates and between concrete and pump line and thus increases workability and improve pumpability of concrete. Fly ash use in concrete increases volume of fines and decreases water content and thus reduces bleeding of concrete. (iii)Reduced Permeability & increased corrosion protection Water is essential constituent of concrete preparation. When concrete is hardened, part of the entrapped water in the concrete mass is consumed by cement mineralogy for hydration. Some part of entrapped water evaporates, thus leaving porous channel to the extent of volume occupied by the water. Some part of this porous volume is filled by the hydrated products of the cement paste. The remaining part of the voids consists capillary voids and give way for ingress of water. Similarly, the liberated lime by hydration of cement is water-soluble and is leached out from hardened concrete mass, leaving capillary voids for the ingress of water. Higher the water cement ratio, higher will be the porosity and thus higher will be the permeability. The permeability makes the ingress of moisture and air easy and is the cause for corrosion of reinforcement. Higher permeability facilitate ingress of chloride ions into concrete and is the main cause for initiation of chloride induced corrosion. Additional cementitious material results from reaction between liberated surplus lime and fly ash, blocks these capillary voids and also reduces the risk of leaching of surplus free lime and thereby reduces permeability of concrete. (iv)Improved Resistance for Carbonation Phenomena Carbonation phenomenon in concrete occurs when lime of the hydrated Portland Cement react with carbondioxide from atmospheres in the presence of moisture and form calcium carbonate. To a small extent, calcium carbonate is also formed when calcium silicate and aluminates of the hydrated Portland cement react with carbon dioxide from atmosphere. Carbonation process in concrete results in two deleterious effects (i) shrinkage (ii) Corrosion. Concrete immediately adjacent to steel reinforcement may reduce its resistance to corrosion. The rate of carbonation depends on permeability of concrete, quantity of surplus lime and environmental conditions such as moisture and temperature. When fly ash is available in concrete; it consumes surplus lime by way of pozzolanic reaction, reduces permeability and as a result improves resistance of concrete against carbonation phenomenon.

(v)Increased Sulphate Resistance

Sulphate attacks in concrete occur due to reaction between sulphate from external origins or from atmosphere with surplus lime leads to formation of etrringite, which causes expansion and results in volume destabilization of the concrete. Increase in sulphate resistance of fly ash concrete is due to continuous reaction between fly ash and leached out lime, which continue to form additional C-S-H gel. This C-S-H gel fills in capillary pores in the cement paste, reducing permeability and ingress of sulphate ions.

(vi)Reduced alkali- aggregate reaction Certain types of aggregates react with available alkalis and cause expansion and damage to concrete. These aggregates are termed as reactive aggregates. It has been established that use of adequate quantity of fly ash in concrete reduces the amount of alkali aggregate reaction and reduces/ eliminates harmful expansion of concrete. The reaction between the siliceous glass in fly ash and the alkali hydroxide of Portland cement paste consumes alkalis thereby reduces their availability for expansive reaction with reactive silica aggregates. (vii)Greater long – term strength

The pozzolanic reaction between fly ash and lime liberated from hydration cement continue for longer period & generates additional cementitious gel which provide greater strength to concrete mass.

In a nutshell, it can be summarized that permeability and surplus lime liberated during the hydration of Portland cement are the root causes for deleterious effect on the concrete. Impermeability is the foremost defensive mechanism for making concrete more durable and is best achieved by using fly ash as above. Use of fly ash in concrete saves the cement requirement for the same strength thus saving of raw materials such as limestone, coal etc required for manufacture of cement and thus activity is eco-friendly.

The Indian Standards IS: 456-2000-entitled Plain and Reinforced cement concrete code of practice permits use of fly ash (conforming to IS:3812 Part-1) up to 35% as part replacement of OPC in the concrete. 2.2Use of Fly ash as a fill material i.e. for road embankment construction and similar projects One of the most significant characteristics of fly ash in its use as a fill material is its strength. Well-compacted fly ash has strength comparable to or greater than soils normally used in earth fill operations. In addition, fly ash possesses self-hardening properties which can result in the development of shear strengths. Significant increases in shear strength can be realized in relatively short periods of time and it can be very useful in the design of embankments6.

Construction of road embankments using fly ash, involves encapsulation of fly ash in earthen core or with RCC facing panels. Since there is no seepage of rain water into the fly ash core, leaching of heavy metals is also prevented. When fly ash is used in concrete, it chemically reacts with cement and reduces any leaching effect. Even when it is used in stabilization work, a similar chemical reaction takes place which binds fly ash particles. Moisture content of pond ash to be nearer to OMC after having been taken out from pond and stored for one or two days.

Use of fly ash in the construction of road embankment of the second Nizamuddin Bridge in New Delhi, has amply demonstrated its suitability as a material for road/embankment construction. The site proximity to the river Yamuna posed a challenge to use the conventional material; moreover, the embankment of 7 to 8 metre height was to be constructed for a stretch of about two kilometers in a flood zone.

The construction work has been completed in a record time. The on-site quality control was maintained with simple tests and procedures. These were similar to the corresponding requirements in case of earthworks. No operational or execution problems have been faced on technical aspects, rather the working with fly ash has been found to be easier and better. Further, use of fly ash results in an enormous amount of cost saving.

Advantages of using fly ash for road construction

a)Fly ash is a lightweight material, as compared to commonly used fill material (local soils), therefore, causes lesser settlements. b)Easy to handle and compact because the material is light and there are no large lumps to be broken down. Can be compacted using either vibratory or static rollers. c)High permeability ensures free and efficient drainage. After rainfall, water gets drained out freely ensuring better workability than soil. d)Work on fly ash fills/ embankments can be restarted within a few hours after rainfall, while in case of soil it requires much longer period. e)Conserves good earth, which is precious topsoil, thereby protecting the environment. f)Higher value of California Bearing Ratio as compared to soil provides for a more efficient design of road pavement. g)Pozzolanic hardening property imparts additional strength to the road pavements/ embankments and decreases the post construction horizontal pressure on retaining walls. h)Amenable to stabilization with lime and cement. i)Can replace a part of cement and sand in concrete pavements thus making them more economical than roads constructed using conventional materials.

2.3Use of Ash in waste land Reclamation

It is a very difficult task to convert a wasteland to greenery. Tata Energy and Resources Institute (TERI) had identified certain strains of naturally occurring mycorrhizal fungi that provide nutritional support and high level of stress tolerance to the plants. These were applied to plants on fly ash dumps in Korba Super Thermal Power Station with additional doses of organic and Mycorrhizal fertilizers. The fungi form a reciprocating relationship with the living roots by providing nutrition to plants from the substrate and receive carbon in turn from them. The mycelial network of the Mycorrhizal fungi, accumulate heavy metal from fly ash and retain them in their living cells. In a short period of time, the grey, toxic fly ash laden waste land was converted to that of green vegetation. The technology was successfully replicated in Badarpur and Vijayawada Thermal Power Stations

Waste5/degraded land/low lying areas near in the vicinity of different TPPs viz. Farakka STPP, Bhusawal TPS, Chandrapur STPP, Harduaganj/ Obra/ Anpara TPPs of UPRVUNL, NLC and in the State of Jharkhand have been reclaimed and made suitable for crop farming /social forestry /medicinal plants through bulk use of fly ash. Thus Fly Ash has been established to act as excellent soil conditioner/ modifier.

2.4Use of fly ash in Mine filling

Fly ash in back filling of opencast mines and stowing of underground mines can be used. In open cast mines after extraction of coal and completion of mining operation, mines are back-filled with over burden materials and remaining area can be backfilled with ash.

In case of under ground mines the conventional material for back filling is river sand. NTPC has got studies conducted (including fields trials) through Central Mining Research Institute, Dhanbad for use of bottom ash from Ramagundam for stowing operation in the under ground mines of Singreni. The study indicates that it is technically feasible to utilize bottom ash in stowing operations. More than 1,00,000 tonnes of bottom ash have already been stowed in these underground mines.

2.5Use of Fly Ash in Bricks and other building product Manufacturing

Fly ash can be used for making a variety of building materials such as Bricks, Blocks, Cellular concrete, Tiles etc. Brick is a basic need for the development works. Several studies show that fly ash brick is a far superior building material than burnt clay brick. The use of fly ash brick provides a stronger, more durable construction that is better protected from efflorescence and salinity with meaningful savings in construction costs. Fly Ash Brick Making Machines used for manufacturing bricks of different sizes from fly ash.

The process of manufacturing lime fly ash bricks is based on the reaction of lime with silica of fly ash to form calcium silicate hydrates(C-S-H) which binds the ingredients to form a brick. The quality of bricks8 obtained is highly dependant on the quality of fly ash. The manufacturing of Lime-Fly ash bricks are generally designed such that they stand at par with burnt clay bricks used conventionally. Fly ash bricks have good compressive strength, low water absorption, high density and low shrinkage value as compared to burnt clay bricks. 3.5.1Fly ash bricks can be divided into the following types

Clay Fly ash Bricks: Manufacturing process of clay fly ash bricks by manual or extrusion process involves mixing of fly ash (20 % – 80 %) with clay of moderate plasticity. The green bricks are dried under ambient atmospheric conditions or in shed to equilibrium moisture level of below 3 %. Dried bricks are fired in traditional brick kilns at 1000 30 C with a soaking period of 5 – 7 hours at maturing temperature. Fly ash Sand Lime Bricks: In presence of moisture, fly ash reacts with lime at ordinary temperature and forms a compound possessing cementitious properties. After reactions between lime and fly ash, calcium silicate hydrates are produced which are responsible for the high strength of the compound. This process involves homogeneous mixing of raw materials (generally fly ash, sand and lime), moulding of bricks and then curing of the green bricks. 3.5.2Advanced work: Cold Bonded Lightweight Fly ash Bricks, Blocks and Tiles: The material can be produced in a variety of building blocks, bricks and tiles, depending on local markets and regulations. The mixed raw material is cast in moulds, after which the moulds are processed in a microwave oven for transportation to the building site. Flux Bonded Fly ash Bricks Blocks and Tiles: The process is similar to the one in the conventional tile industry: fly ash is mixed with less than 10 % plastic clay and a few additives and tiles, bricks or blocks are pressed. These shapes are fired in the range of 900C to 1000C to make the final product. More than 85% of fly ash is used in the process. 3.5.2Advantages of fly ash bricks over clay bricks:

1)Growing cold crushing strength 2)No efflorescence 3)Compact construction & Consistent quality 4)Better thermal insulation properties 5)Availability through out the year. 6)Better shape & finish 7)Rationalization of Mortar with optional need of Plaster.

Fly ash Bricks v/s Normal Clay Bricks – Comparison

NORMAL CLAY BRICKFLY ASH BRICK Varying colour as per soil Uniform pleasing colour like cement Uneven shape as hand made Uniform in shape and smooth in finish Lightly bonded Dense composition Plastering required No plastering required Heavier in weight Lighter in weight Compressive strength is around 35 kg/cm2Compressive strength is around 100 kg/cm2 More porous Less porous Thermal conductivity 1.25 – 1.35 w/m2 C Thermal conductivity 0.90-1.05 w/m2 C Water absorption 20-25%Water absorption 6-12%

Subhash Chandra Sr Engineer AUD NTPC Limited Noida Office

Normal Clay Brick Fly Ash Brick

3.5.3Blocks

Day by day the uses of concrete blocks are gaining importance due to its own importance and advantages, except for its cost. The cost of concrete blocks can be cut drastically with the use of fly ash for its manufacturing. Manufacturing of fly ash blocks requires following ingredients Fly Ash: The fly ash should conform to IS requirement; dry fly ash with lime reactivity more than 60 kg/cm2. Cement: 43 grade Ordinary Portland Cement conforming to IS Sand: sand required for the mix should be free from dirt, impurities and fall in zone II. Coarse Aggregate: Crushed aggregate of maximum nominal size 10 mm.

Manufacturing: The fly ash concrete blocks can be manufactured on machine. Blocks are partially compacted and it requires to attend early strength so that transportation is easy. The fly ash is mix dry with the cement, before adding the raw materials to the mixer. The properly mixed concrete is placed in the block making machine. The blocks extracted from the machine is air dried and then sent for curing. Fly ash concrete requires more period for curing than ordinary concrete.

2.6Use of Ash in Agriculture Fly Ash consists of practically all the elements present in soil except organic carbon and nitrogen. Thus it was found that this material could be used as an additive material in agriculture applications. In view of the above, some agencies/ individuals/ institutes at dispersed locations conducted some preliminary studies on the effect and feasibility of fly ash as an input material in agricultural7 applications. It was generally observed that both sandy and clayey soils tend to become loamy in texture. Optimum bulk density in turn improves the soil porosity, the workability of the soil, the root penetration and the moisture retention capacity of the soil. The application of Fly Ash has been found to increase the available water content of loamy sand soil by 120% and of a sandy soil by 67%. RRL Bhopal reported that application of Fly Ash increase the porosity of Black Cotton Soil and decreases the porosity of sandy soils and thereby saves irrigation water around by 26% and 30% respectively. This improvement in water holding capacity is beneficial to the plants especially under rainfed agriculture. Further, in India most of the Fly Ash produced is alkaline in nature. Hence an application of these to agricultural soil increases the soil PH; it simultaneously adds essential plant nutrients to the soil. Some fly ash is acidic which may be used for reclamation of alkaline soils. Fly ash application helps in reducing surface encrustation, which is a problem in red soils. Studies in this context have revealed the followings. It improves permeability status of soil Improves fertility status of soil (soil health) / crop yield Improves soil texture Reduces bulk density of soil Improves water holding capacity / porosity Optimizes ph value Improves soil aeration Reduces crust formation Provides micro nutrients like Fe, Zn, Cu, Mo, B, Mn, etc. Provides macro nutrients like K, P, Ca, Mg, S etc.

Keeping the above important findings in view, pond ash at a dose of 30-50 tonne per hectare on one time basis along with recommended dose of fertilizers / manures is recommended for its use agriculture/ forestry sector/wasteland management or cultivation of different cereals / pluses/ oil seeds / vegetables etc., the repeat application of which can be made after 4-5 years as it would have significant residual effect on the yield of succeeding crops over a period of 4-5 years. 2.7Ash Dyke Raising

A number of ash disposal facilities across the country have been designed. Ash dyke9 maintaining is one of them. It can be raised both by dry disposal and wet disposal system. In dry disposal, the fly ash is transported by truck, chute or conveyor at the site and disposed of by constructing a dry embankment (dyke). An important aspect of design of ash dykes is the internal drainage system. The seepage discharge from internal surfaces must be controlled with filters that permit water to escape freely and also to hold particles in place and the piezometric surface on the downstream of the dyke. The internal drainage system consists of construction of rock toe, 0.5m thick sand blanket and sand chimney. After completion of the final section including earth cover the turfing is developed from sod on the downstream slope. 2.8Autoclaved Aerated Concrete Autoclaved Aerated Concrete (AAC) is a precast structural product made with all-natural raw materials. In 1914, the Swedes discovered a mixture of cement, lime, water and sand that expands by adding aluminum powder. The material was further developed to what we know today as autoclaved aerated concrete (also called autoclaved cellular concrete). It is an economical, sustainable, solid block that provides thermal and acoustic insulation as well as fire and termite resistance. AAC is available in a variety of forms, ranging from wall and roof panels to blocks and lintels. To manufacture AAC, Portland cement is mixed with lime, silica sand, fly ash, water and aluminum powder or paste and poured into a mold. The reaction between aluminum and concrete causes microscopic hydrogen bubbles to form, expanding the concrete to about five times its original volume. After evaporation of the hydrogen, the now highly closed-cell, aerated concrete is cut to size and formed by steam-curing in a pressurized chamber (an autoclave). The result is a non-organic, non-toxic, airtight material that can be used for wall, floor, and roof panels, blocks, and lintels which according to the manufacturers, generate no pollutants or hazardous waste during the manufacturing process AAC may be beneficial in climates where outdoor temperature fluctuates over a 24-hour period from above to below the indoor temperature conditioned air set point. Advantages of AAC: 1.Light weight construction hence lighter foundation 2.Faster construction 3.Higher thermal and sound insulation 4.Higher resistively to fire 5.Lesser size of structural member i.e. lesser section of beams and columns 2.9Manufacturing lightweight aggregates from fly ash These are in great demand where stone mining is banned. However it is not true replacement of stone aggregate but good alternative where local requirement are of lower range. Lightweight aggregates have been manufactured by sintering fly ash and crushing the product into suitable sizes. These aggregates possess unique characteristics that make them suitable for high strength and high performance concrete. Concrete produced using these aggregates is around 22% lighter and at the same time 20% stronger than normal weight aggregate concrete. Drying shrinkage is around 33% less than that of normal weight concrete. Moreover, the aggregates possess high durability characteristics required in high performance structures. The importance of the new aggregates lies mostly in the fact that superior qualities are achieved without having to increase the cement content. Thus it is possible to reduce the amount of cement by as much as 20% without affecting the required strength. The use of lightweight aggregate in concrete has many advantages. These include: (a) Reduction of dead load that may result in reduced footings sizes and lighter and smaller upper structure. This may result in reduction in cement quantity and possible reduction in reinforcement. (b) Lighter and smaller pre-cast elements needing smaller and less expensive handling and transporting equipment. (c) Reductions in the sizes of columns and slab and beam dimensions that result in larger space availability. (d) High thermal insulation. (e) Enhanced fire resistance. 2.10Cenosphere – Fly Ash by-product The process of burning coal in thermal power plants produces fly ash containing ceramic particles made largely of alumina and silica. The ceramic particles in fly ash have three types of structures. The first type of particles are solid and are called precipitator. The second type of particles are hollow and are called cenospheres. The third type of particles are called plerospheres, which are hollow particles of large diameter filled with smaller size precipitator and cenospheres. Thus Cenosphere is a by-product of fly ash. A cenosphere is a lightweight, inert, hollow sphere filled with inert air or gas. The color of cenospheres varies from gray to almost white and their density is about 0.4-0.8 g/cm, which gives them a great buoyancy. These are hard and rigid, light, waterproof, innoxious, and insulative. This makes them highly useful in a variety of products, notably fillers. 3Legal Issues – Ash Utilization United Nations Conference on the Human Environment held at Stockholm in June, 1972, in which India participated, to take appropriate steps for the protection and improvement of human environment. In view of this, parliament passed THE ENVIRONMENT (PROTECTION) ACT, 1986 on 23rd May, 1986 for protection and improvement of environment and the prevention of hazards to human beings, other living creatures, plants and property. Consequently Ministry of Environment and Forest, Govt of India has issued Gazette Notification regarding use of Fly Ash, which is as under:

1st Notification – 14.09.1999

Use of fly ash, bottom ash or pond ash in the manufacture of bricks and other construction activities.- (1) No person shall within a radius of fifty kilometers from coal or lignite based thermal power plants, manufacture clay bricks or tiles or blocks for use in construction activities without mixing at least 25 per cent of ash (fly ash, bottom ash or pond ash) with soil on weight to weight basis. ‘ (2) There shall be a authority for ensuring the use of specified quantity. In case of non-compliance, the said authority may cancel the license of brick kiln or may cancel mining lease (3) In case of non-availability of ash from thermal power plant in sufficient quantities as certified by the said power plant, the stipulation under para (1) shall be suitably modified (waived/ relaxed). (4) Each coal or lignite based thermal power plant shall constitute a dispute settlement committee. (5) Annual implementation report providing information about the compliance of provisions in this notification shall be submitted by the 30th day of April every year to the Central Pollution Control Board, concerned State Pollution Control Board/Committee and the concerned Regional Office of the Ministry of Environment and Forests by the coal or lignite based thermal power plants. (6) Power Plants to issue ash free of cost for ten years. (7) Use of fly ash, 100% utilization of Ash by all thermal power stations in – 15 years for existing stations – 9 years for new stations Specifications for use of ash-based products.- (1) Manufacture of ash-based products such as cement, concrete blocks, bricks, panels or any other material or the use of ash in construction activity such as in road laying, embankments or use as landfill to reclaim low lying areas including back filling in abandoned mines or pitheads or for any other use shall be carried out in accordance with specifications and guidelines laid down by the Bureau of Indian Standards, Indian Bureau of Mines, Indian Road Congress, Central Building Research institute, Roorkee, Central Road Research Institute, New Delhi, Building Materials and Technology Promotion Council, New Delhi, Central Public Works Department, State Public Works Departments and other Central and State Government agencies. (2) The Central Public Works Department, Public Works Departments in the State/Union Territory Governments, Development Authorities, Housing Boards, National Highway Authority of India and other construction agencies including those in the private sector shall also prescribe the use of ash and ash-based products in their respective schedules of specifications and construction applications, including appropriate standards and codes of practice, within a period of four months from the publication of this notification. (3) All local authorities shall specify in their respective building bye-laws and regulations the use of ash and ash-based products and construction techniques in building materials, roads, embankments or for any other use within a period of four months from the date of publication of this notification.

2nd Notification – 27.08.2003 (Amendment)

1.Radius for Use of ash for Brick manufacturing increased from 50 km to 100 km 2.Buildings within a radius of 50 Km to use ash based Bricks / Blocks /Tiles in phased manner i.e. 50% by 31st August 2004 100% by 31st August 2005 3.Buildings within a radius of 50 to 100 Km 25% by 31st August 2004 50% by 31st August 2005 75% by 31st August 2006 100% by 31st August 2007 4.It is responsibility of the construction agency either undertaking the construction or approving the design or both to ensure the implementation of the above provision 5.In case of non-compliance, consent order & mining lease of brick kilns to be cancelled. 6.Power plants to maintain month-wise record of ash made available to each brick kiln. 7.Implementing authority shall be Regional Officer of the State PCB or the Pollution Control Committee.

3rdNotification – 03.09.2009 (Amendment)

1.Mandate of compulsory use of fly ash in clay bricks/ tile/ block within 100 km of TPS-deleted 2.Free issue of fly ash and pond ash to Cement, Ready Mixed Concrete, Asbestos Products etc.-deleted 3.Existing TPS / expansion units in operation to achieve ash utilization levels (from date of Notification), as mentioned below: At least 50%- 1 year, 60% -2 years, 75% – 3 years,90% -4 years, 100%-5 years 4.New TPS / expansion units commissioned after this notification At least 50% – 1 year, 70% – 2 years, 90%-3 years, 100%- 4 years

5.TPS would be free to sell fly ash to User Agencies subject to: Pond ash -to be given free on -as is where is basis- to manufacturers of Bricks/ Blocks and tiles, Farmers, Central / State Road Construction Agencies, PWD and to agencies engaged in Mine filling. At least 20% of dry ESP fly ash -free of charge to units manufacturing fly ash/ clay-fly ash bricks, blocks & tiles on a priority basis over other users. No fly ash to be made available to defaulting users. 6.The amount from sale (including by subsidiary / sister concern) to be kept in separate account head and to be utilized only for development of infrastructure / facilities and promotion / facilitation activities for use of fly ash, until 100% ash utilization is achieved. 7.The amount can be utilized for other development programs as long as 100% ash utilization level is maintained. 8.TPS to constitute dispute settlement committee which shall include GM of plant, representatives of relevant construction and fly ash brick manufacturing association. 9.Fly ash means all type of ash such as ESP ash, dry fly ash, bottom ash, pond ash and mound ash. 10.Mandatory to use at least 25% of fly ash within a distance of 50km (by road) under the guidance of DGMS

4Major Successful examples World Over The ash generated from Volcanoes was used extensively in the construction of ancient Roman structures i.e. The Aqueduct of Segovia, Spain, Dome of the Pantheon, Insula in Ostia Antica, The Baths of Caracalla, etc. Colosseum (in the year 100 A.D.) is a classic example of durability achieved by using volcanic ash. Volcanic Ash acts just like our Fly Ash. In the United States of America more than six million tonnes and in Europe more than nine million tonnes are used annually in cement and concrete. So it is hard to think about concrete construction without considering the use of fly ash. Some of the most prestigious projects of recent times have relied on fly ash concrete, including dams, power stations, offshore platforms, the Channel tunnel, highways, airports, commercial and residential buildings, bridges, pipelines and silos. No wonder that fly ash is used in all sectors of the concrete industry, covering ready-mixed, precast and on-site applications. Fine examples of application of minerals from coal can be seen throughout world: Water Tower Place in Chicago, the Eisenhower Expressway in Chicago, Picasso Tower in Madrid, the Commerzbank Tower in Frankfurt, Puylaurent dam in France, the Channel Fig. 5: Burj Dubai Tunnel between France and United Kingdom, the Underground railway tunnel in Vienna, in the East Bridge in Copenhagen, and the Eindhoven Airport landing strip in the Netherlands. High performance concrete is used in the construction of the world’s tallest building (Burj Dubai) in Dubai, United Arab Emirates: 990 fine aggregate, 810 coarse aggregate, 350 Portland cement, 120 Class F fly ash (probably exported from India), 30 Microsilica, 135 water and superplasticizer (kg/m3). India Fly Ash has been used successfully in many prestigious projects in India. Some of them are: Okhla Fly over Bridge, New Delhi, Hanumaan setu, the fly over near Yamuna Bazar, Delhi, Sarita Vihar flyover in Delhi, Noida-Greater Noida Expressway, plant roads at Budge-Budge thermal power station, NH-6 four laning work near Kolkata, one km long rural road near Raichur in Karnataka etc. Use of Roller Compacted concrete technology using high doses of fly ash for construction of Saddle Dam and upper Dam of Ghatghar pumped storage Scheme near Nashik, have been implemented. 5.Conclusion:

Use of fly ash in various applications imparts several technical and environmental benefits and thus it is eco-friendly. Large quantity of fly ash is being produced every year in power generation process and huge area of agriculture land is being used for its storage / disposal. Since electricity is requirement of every individual, it is the responsibility of every user to make sincere efforts for its gainful utilization and protection of environment. References: – 1.IS 3812-2003, Pulverized Fuel Ash specification, part 1for use as pozzolana in cement, cement mortar and concrete. 2.ASTM international C: 618-03 Standard specification for coal ash and Raw or Calcined Natural Pozzolana for use in concrete. 3.V M Malhotra and A A Ramezaniapour March 1994, Fly Ash in Concrete. 4.Seminar document, May 1996 Maharshtra India Chapter of ACI, Use of fly ash in concrete. 5.Using fly ash Extracting value from waste Published by INEP. 6.Vimal Kumar and Mukesh Mathur Fly ash in roads and embankment, National seminar and Business Meet in Use of Fly Ash in Roads and Embankment, Allahabad, June 2005, pp.3-15. 7.Chand, S.K. and Rao, Bhuganga D.D. Fly ash disposal or utilization?, International Conference on Fly Ash and Utilization, 1998, Central Board of Irrigation and Power, pp. I-5, 35-40. 8.Bhanumathidas, N. and Kalidas, N. Fly ash for bricks, cement and concrete: The Indian perspective, Paper presented at the plenary session of the CANMET/ACI Conference on Fly ash, Silica fume, Slag and Natural Pozzolanas in Concrete, Chennai, July 2001. 9.Extract from paper ‘Technology: Fly ash Disposal and Utilization: The Indian Scenario’ by Rajiv Sinha, Department of Civil Engineering, IIT Kanpur Subhash Chandra Sr Engineer AUD NTPC Limited Noida Office CHAPTER ON FLY ASH FOR GRADUATE (CIVIL ENGINEERING) COURSE STUDENTS

Mesothelioma Settlements Some Faqs

Considering a legal battle regarding mesothelioma and asbestos exposure can be a scary prospect. However, with the right mesothelioma legal professionals, the process can flow much smoother and most often with better results; including mesothelioma settlements. There are number of questions that many people may have regarding mesothelioma settlements. Below are just a few of the concerns we have heard in recent years.

Are mesothelioma settlements typically subject to income tax fees and requirements?

Generally speaking, settlement money earned from a personal injury is not taxable by most states. This same principle applies to a mesothelioma settlement. However, taxes are charged to the representing Attorney who earns profits from a mesothelioma settlements contingency fee. If mesothelioma settlement monies are invested, then taxes will be applied to interest earned from this personal injury.

What options exist for individuals with limited income, when seeking a mesothelioma settlement?

Quite often, attorneys will offer a special contract for legal services. This contract provides all the necessary legal guidance and representation, with no upfront costs. When a mesothelioma settlement is achieved, the attorney will take a portion of the payoff as their contingency fee. If a mesothelioma settlement is not possible, the contract releases a client from all financial responsibility. With this type of contract, a client has virtually no risk in attempting to obtain a fair and deserved mesothelioma settlement.

How does the Statute of Limitations affect a potential settlement?

In all personal injury cases, each state permits a certain amount of time to pass before the ability to bring a lawsuit expires. This time period varies depending on the state, but in many cases it runs around two years. With an illness thats characteristic evolution involves several years, or even decades, of dormancy, like mesothelioma; there are some difficulties in meeting the typical Statutes of Limitations throughout the United States. For fairness, most states have adopted the Discovery Rule, which enables individuals to bring suit within a specified time period after diagnosis from any latent illness, like mesothelioma. The Discovery Rule is just another way the legal system has responded to right many of the negligent wrongdoings of companies and organizations; ensuring justice and protection for any individuals seeking their rightful, mesothelioma settlement even decades after asbestos exposure.

How soon should an attorney be contacted after diagnosis?

For the best mesothelioma settlement possible, it is highly recommend that an attorney be contacted soon after a diagnosis is received. This ensures that the individual receiving legal assistance is in sound mind and body for initial testimony and official depositions regarding their experience with asbestos contamination.

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Dubai translation and Abu Dhabi translation services offer security. This means Abu Dhabi translation is accurate and clearly done. The document translated is done so strategically and purposefully.

Abu Dhabi translation services take culture into consideration. A countrys culture influences the type of words used in documents. This means proper word translation choice results in a clear message.

There are languages that have phrases that may insult other cultures. This is one reason to use professional Dubai Translation services. Professional services offer experts in language and cultures.

Many translators are native speakers of the language in question. This provides for greater effectiveness in translation of documents. Translators are familiar with language and proper ways to use words.

Words put together in different ways give different messages. Abu Dhabi Translation services prevent message confusion to customers. Native language experts translate documents to maintain the message.

Maintaining the message is of paramount importance for clients. They do not want their message altered in any way in transactions. Dubai translation services ensure no change in the delivered message.

Abu Dhabi translation services are available for many documents. The same can be said for Dubai translation services available. Additional benefits exist when using professional translation.

Another benefit is translators often must have another background. That is translators must have some knowledge in the industry. This is important when dealing with legal translations of documents.

Legal translations occur during purchases or negotiations of services. These legal translations are often contract binding agreements. Effective legal translations must be obtained to inform both parties.

Professional legal translations are needed so the deal is understood. A contract translated incorrectly could mean huge consequences. The consequences could be financial disasters for some clients.

Legal translations are offered by firms who offer other services. These firms typically hire experts in several areas to help clients. Therefore, clients are best served by having many experts available.