Showing posts with label NEWS. Show all posts
Showing posts with label NEWS. Show all posts

Friday

Cracking in Walls Causes And Remedy

There are cracks in all structures, some minor and immaterial, whereas there are some requiring costly repairs and in some extraordinary cases, the one and the only solution is the complete demolition of the structure.




This article is expected to place cracks into setting:  clearly, one of the real worries of house purchasers, “How big of a problem cracks are” is a question I am regularly inquired.
Firstly I think it is essential to comprehend why structures move. The two principle reasons are settlement and subsidence, and these can best be clarified with the pictures shown below.
Settlement happens because of the downward pressure. Subsidence happens because of the elimination of earth underneath the baseline. The settlement is typical without difficulty handled with the help of the cosmetic repair, and where subsidence can show to be difficult and not very economic for repairment.
There is a circumstance in which settlement can lead to subsidence. Drains are attached to a building, and if these sheer or crack because of the settlement the succeeding leakage could lead to subsidence by washing away of the subsoil.
All structures settle when they are built, the thing to do is to keep the resolution to an extremely low level. The other reasons for the movement and cracking are because of the not very satisfactory methodologies of construction, maintenance, and design.

Types of cracks in the wall

In this article we will learn about  with the five most widespread reasons which lead to the cracks:
 Expansion Cracks
Cause
Walls are influenced by a change in temperature and dampness as well.  Materials can experience the ill effects of introductory shrinkage as well as ensuing constriction and development. This kind of development offers ascends to the cracks. The crack appeared in the picture is appeared as vertical, which is frequently the case. Be that as it may, the crack often follows the line of weakest resistance and may end up stepped.
The cracks are frequently observed above window and entryway openings where the opening itself soothes the crack. This sort of crack has a steady width and it is this that recognizes from other more genuine cracks.
Repair
When left to its own devices, the crack does not pose great significance, however, it can let water into the cavity in houses mainly built with bricks, and subsequence leads to the weakening of the wall ties. For that reason, filling that crack with mastic or elastic compound is very essential. On the other hand, for more rigorous cracking, it is sensible to create an expansion joint. The expansion joint would be cut into the wall, filled with a compactable substance with a water-resistant stopper to the exterior. On many modern structures, these are created at the phase of construction stage and then camouflaged behind rainwater downpipes.
⧪ Cracks in openings
Absence of lintels
Cause
In some structures, due to poor decision of the builders there are the absence of lintels and rely on the timber frame of the window to uphold the masonry above, but when the windows are substituted cracks appear.
Repair
The cracks should be repaired and new lintels should be kept.
⧪ Insufficient bearings
Cause
The accurate overhang (bearing) of the lintels ahead of the openings is 150mm (6 inches) on each side. In cases where the bearings are inadequate, the lintels will drop and the cracks will begin to show. On the other hand, on some older structures, massive stone lintels with only 50mm (2 inches) bearings.
Repair
Changing the lintel is suggested. On the other hand, once again repainting will be enough until the window or door is substituted.
⧪ Loads applied directly over the opening
Cause
This usually happens right above first-floor lintels where the roof have been put right above of the window openings. The load forced is very high for the lintel to manage with and the downward pressure leads to cracking
Repair
In this case, as well replacement of the lintel is suggested. The rigorousness and age of these cracks would determine whether mere repainting would be enough until the window is changed.
⧪ Elimination of doors and windows without ample propping
Cause
The most dominant reason for this kind of cracking is the exclusion of on-hand window frames to install the PVCu. In many cases, we have witnessed the absolute collapse of the brickwork above the bay windows.
Repair
The most suitable repair for this method is to reset the whole lintel and build the brickwork above again and refit the window.
⧪ Wall Tie Failure
Causes
Wall ties refer to the metal ties that are constructed into both solid and cavity walls built in stretcher bond to keep hold of the exterior of the brickwork internally. Breakdown usually happens when rusting occurs in ties. When the metal ties experience rusting they increase leading to the cracking usually seen every sixth course parallel to the mortar joints.
Repairs
Replacing the wall ties is very essential. Cracking is the early symptom of a breakdown. When replacement is not done, there are good chances for the wall to collapse. Removing the existing ties are suggested.

⧪ Subsidence
Cause
  • Clay subsoil
  • Peak subsoil
  • Tree root activity
  • Mining activity
  • Underground drainage leakage
Repair
It usually needs some kind of underpinning. But, advice from the specialist like the structural engineer will be needed.
⧪ Ground Heave
Cause
The pattern of this cause is similar to that of subsidence crack. But, the crack will be the widest at the foundation of the wall. The most dominant cause is the amplification the clay subsoils.
Repair
In rare cases, underpinning the deeper foundation is the only remedy. For most cases, the ideal solution will be to eliminate the clay from baseline as early as possible and substitute it with hardcore.

وثائق العقد

حدد قانون البناء الوطني (2006) وثائق العقد على أنها تتضمن ما يلي:

رسومات العقد والمتطلبات مرتبة من قبل المهندسين المعماريين المعتمدين والمهندسين المعتمدين ؛

فاتورة من الأحجام مرتبة من قبل مساح مساح معتمد ؛

ثالثا. خطة إدارة جودة المشروع ، برنامج البناء ، خطة الصحة والسلامة للمشروع التي يرتبها باني معتمد ؛

متطلبات العقد
تأمين ضد المخاطر لجميع أعمال البناء والموظفين والأجهزة.

رسومات العقد:

تتضمن الرسومات التعاقدية الرسومات المعمارية والتصاميم الهندسية الجيوتقنية والتصميمات الهندسية لخدمات المباني. هذه الرسومات تعطي معلومات فيما يتعلق بترتيب المساحات والآلية الهيكلية والمنشآت الميكانيكية والكهربائية.

مواصفات:

هذا يزيد من المعلومات المحددة في تصاميم العقد وفاتورة المجلدات. وهو يفسر بشكل معقد المجهود الذي يتعين تطبيقه بموجب العقد وعلى طبيعة المواد والمادة والعمالة وصفها.

فاتورة الكميات

يشير "جدول الكميات" المسعّر إلى "قائمة الكميات" التي تملأ قسم السعر والمبلغ الخاص بها من قبل موظف متعاقد. يتكون جدول الكميات من جدول زمني لأمور العمل يتم استكماله بموجب الاتفاقية بالمبالغ التي تم إدخالها في مقابل كل شيء ، والتي تم الاتفاق عليها وفقًا للطريقة القياسية لقياس أعمال البناء (سيلي ووينفيلد ، 2005)

برنامج البناء:

هذا مستند يتم إعداده جميعًا بحيث يمكن لأعضاء المشروع الحصول على تقييم شامل للعمل المطلوب ، للسماح لمجموعات جيل الموقع بالتعامل مع مكونها الأساسي واختيار كيفية الترتيب ، وفي أي وقت ، للقيام بذلك. . وضمان التعيين الكافي في العمل والمواد والمواد المسبقة اللازمة (Bamisile، 2004)

خطة إدارة جودة المشروع:

تميز خطة إدارة جودة المشروع التدريبات والنظم المختلفة ذات الصلة بالجودة والتي سيتم تنفيذها في المشروع. فهي تحدد الضرورات ، وتعطي القواعد ، وتعطي البيانات والعروض للموظفين الملائمين ، والاستراتيجيات التي يجب اتخاذها بعد خطة إدارة جودة المشروع. يتم تضمين تخطيط العينة لخطة إدارة جودة المشروع في القسم المرجعي.

خطة الصحة والسلامة للمشروع:

خطة الصحة والسلامة للمشروع هي تقرير تم إنشاؤه لضمان سلامة ورفاهية ورفاهية الأشخاص الذين سيعملون أو يزورون الموقع. تم إنشاؤه بالمثل للسيطرة على تدفق المواد السامة في البيئة والتحكم في حفظ واستخدام المواد التي قد تكون خطرة على الرفاهية. تم تضمين مخطط خطة الصحة والسلامة للمشروع في المؤشر.

دول العقد:

إن شروط الاتفاق تميز المصطلحات ، والتي بموجبها يتم تبني العمل ، العلاقة بين العميل ، المصمم والعامل التعاقدي ، واجبات الرسام والعمال المؤقتين ، وشروط القسط (سيلي ووينفيلد ، 2005)

جميع التأمين ضد المخاطر:

هذا هو سجل الاتفاقات الذي يتم إنتاجه ويوضح أن جميع القوى العاملة والأجهزة المتصلة بتطوير التنمية قد تمت حمايتها من سوء الحظ أو الأذى. عن طريق الحماية ، يتم تبادل كل المخاطر المرتبطة بالموظفين والمعدات في مشروع تطوير إلى شخص خارجي

7 Unconventional Knowledge About Contract Documentation That You Can't Learn From Books.

Do you know how to use contract management software?

The National Building Code (2018) has specified service agreement also known as contract documents 
contract management requires incorporating the following incorporating construction contract forms:
👷 Contract drawings and requirements arranged by certified architects and certified engineers.

👷 Priced bill of volumes arranged by a certified quantity surveyor.
👷 The Project quality management plan, Construction programme, project health and safety plan arranged by a certified builder;
  1. Requirements for the contract;
  2. All risk insurance for the constructing works, personnel, and devices.
👷 Contract Drawings:
The contract drawings ( architectural contract documents) incorporate the architectural drawings, the geotechnical engineering designs, and the building services engineering designs. These drawings give information in regards to the arrangement of spaces, structural mechanism, mechanical and electrical installations.
Specifications:
This increases the information specified in the contract designs and bill of volumes. It explains intricately the exertion to be applied under the contract and the character and grade of the substances, mechanism, and employment.
Priced Bill of Quantities:
A priced Bill of Quantities refers to a Bill of Quantities that has its rate and sum section filled by a contracting officer. A Bill of Quantities comprises of a timetable of things of work to be completed under the agreement with amounts entered against everything, agreed as per the Standard Method of Measurement of Building Works (Seeley and Winfield, 2005)
Construction program (project management):
This is a document that is set up all together that the project members may have an exhaustive valuation for the work required, to permit the site generation group to deal with its primary constituent and choose how, in what arrange and at what time to do them; and to guarantee sufficient co-appointment of the work, materials and apparatus prerequisites (Bamisile, 2004)
Project Quality Management Plan:
The Project Quality Management Plan characterizes the different quality-related exercises and systems which will be actualized on the project. It sets down necessities, gives rules, gives data and shows to fitting staff, the strategies to be taken after as for the Project Quality Management Plan. A specimen layout of the Project Quality Management Plan is included in the reference section.
Project Health and Safety Plan:
The Project Health and Safety Plan is a report created to secure the wellbeing, wellbeing, and welfare of people who will work or visit the site. It was likewise created to control the outflow of poisonous substances into the environment and control the keeping and utilization of substances that may be risky to wellbeing. A blueprint of the Project Health and Safety Plan is contained in the index.
States of Contract:
The states of agreement characterize the terms, under which the work is to be embraced, the relationship between the customer, designer and contractual worker, the obligations of the draftsman and temporary workers, and the terms of installment (Seeley and Winfield, 2005)
All Risk Insurance:
This is an agreement record that is produced and demonstrates that all the workforce and hardware connected with a development extend has been protected against misfortune or harm. By protection, every one of the dangers connected with staff and gear in a development venture is exchanged to an outsider.

النقاط التي يجب وضعها في الاعتبار أثناء الاستشارة في البناء

عادة ما يعمل المهندسون المدنيون كخبراء من خلال أن يكونوا موظفين أو كيانات تعمل لحسابهم الخاص لبناء منظمات لتقديم المشورة. يقدم هؤلاء المستشارون في كثير من الأحيان إدارات التخطيط والتحقيق. فهم يخططون ويضعون الخطوط العريضة للهياكل ، والمباني ، والطرق السريعة ، ومحطات معالجة المياه ، والموانئ ، والسكك الحديدية ، ومحطات الطائرات. بالإضافة إلى ذلك ، يقومون بمراجعات طبيعية لتوقع حدوث الماء والترهل في وسط التنمية.

عمل

يقوم الاستشاريون والمستشارون في مجال الهندسة المدنية بإجراء تحقيقات واسعة النطاق بشأن المكونات الأساسية والبيئية لتخطيط الهياكل المعمرة والعملية والآمنة وأطر النقل ومجموعة كبيرة من المشاريع المتعلقة بالمياه. يقررون أفضل المواد وإجراءات التطوير لكل مشروع. يشرفون على خطط الإنفاق. انهم مسح وتفضل الترتيبات والرسومات. بالإضافة إلى ذلك ، يقوم الأخصائيون بتسهيل وتوجيه التنمية. تقدم منظمات الإرشاد في الهندسة المدنية بانتظام إدارات بناء مشتركة وإيكولوجية ، بما في ذلك الخطوط العريضة الأساسية ، والأعمال المضادة للتلوث المضاد ، واستراتيجيات تجنيب الحيوية ، والأجهزة. هناك مرة واحدة في حين تأخذ لقطة في تقدم أطر حيوية الخيار. بانتظام أنها تقدم دراسة ومزايا التقدم في الموقع أيضا.

أنواع

قد تركز منظمة استشارية للهندسة المدنية على منطقة محددة ، أو يمكن أن تستخدم 
معماريًا هيكليًا عبر أرجاء مختلفة. المهندسون المدنيون الهيدروليكيون ، على سبيل المثال ، يخططون للمستودعات وأطر التحكم في التدفقات المائية ومجرى المياه والصرف الأمامي والمرافئ. يحدد المتخصصون المساعدون الهياكل والهياكل المختلفة لضمان كونهم محميين وعمليين ومستعدين لتعزيز ثقلهم الخاص ومعارضة نطاق واسع من المناخ. إدعاءات مختلفة إلى الشهرة تتضمن التطوير ، والطبيعية ، والنقل ، والترتيب الحضري. وتقوم شركات معمارية عديدة بشراء متخصصين في البناء الهيكلي ، كما يعمل المهندسون الهيكليون مع بعض العمال التعاونيين في مجال التنمية.

الميزات

يمكن لبعض المواقف المشورة الاستمرار لفترة طويلة جدا. ويتم الإعلان عن موقع زخم واحد لعقد مدته 5 سنوات في منطقة غربية ريفية من الولايات المتحدة تخطط لمعالجة المياه وأطر مجاري المياه المؤقتة وعواقب المياه. آخر ، يقع في شيكاغو ، يبحث عن مستشار الهندسة المدنية لاتخاذ رصاصة في السكك الحديدية ، بما في ذلك الخطوط العريضة من الساحات ، والعلامات ، والعمليات. يمكن للمهندسين الهيكلين الشجعان اتخاذ مواقف المشورة العالمية. منظمة واحدة تبحث حاليا عن مستشاري البناء الهيكلي لديها فتحات يمكن الوصول إليها في هيوستن ، تكساس. ميلان، إيطاليا؛ باريس، فرنسا؛ وأبو ظبي ، الإمارات العربية المتحدة.

الاعتبارات

يجب على المهندسين المدنيين ، بما في ذلك المستشارين ، إنهاء شهادة البكالوريوس في العلوم ، مع دورات دراسية شاملة في الرياضيات ، وعلوم المواد ، والديناميكا الحرارية ، وإدارة المشاريع ، والخطة الأساسية ، والعلوم الكهربائية. أنها تعلم بالإضافة إلى ذلك حزم البرمجة لتشكيل يمتد وجعل الرسومات PC.

فوائد

المهندسون المدنيون العاملون في شركات الاستشارات يبذلون كل عام المزيد من التفكير في الأمور من شركائهم العاملين في منظمة ميكانيكية أو مكاتب حكومية. كان مستشارو ومستشارو مدير المشروع في عام 2008 يشترون حوالي 105،000 دولار كل عام. يعمل ممثلو شركات الاستشارات في وظائف يومية مع تغطية طبية ، ونداءات مدفوعة الأجر ، ومناسبات ، وخطط 401 (k). عادة لا تحصل الكيانات التي تعمل لحسابها الخاص لهذه المؤسسات على هذه المزايا الإضافية ، ومع ذلك ، فإن أصحاب العمل هؤلاء يعتبرون بانتظام الفرصة والقدرة على التكيف التي يلتقطونها من أجل تبادل مفيد.

Points That Should Be Kept In Mind While Consultancy in Construction

Civil Engineers generally act as experts by getting to be the employees or self-employed entities for building counseling organizations. These advisors frequently give plan and investigation administrations. They plan and outline structures, spans, expressways, water treatment plants, harbors, railways, and airplane terminals. They additionally do natural reviews to anticipate water and soil defilement amid development.

Work

Civil engineering consultants and advisors do the broad investigation on basic and ecological components to plan durable, practical and safe structures, transportation frameworks and a wide assortment of water-related ventures. They decide the best materials and development procedures for every venture. They oversee spending plans. They survey and favor arrangements and drawings. Specialists additionally facilitate and direct development. Civil engineering counseling organizations regularly give blend common and ecological building administrations, including basic outline, contamination counteractive action, vitality sparing strategies, and hardware. There once in a while take a shot at the advancement of option vitality frameworks. Regularly they offer studying and site advancement benefits also.

Types

A civil engineering counseling organization may concentrate on one specific region, or it could utilize structural architects crosswise over different fortes. Hydraulic civil engineers, for example, plan repositories, surge control frameworks, stream and beachfront upkeep, and harbors. Auxiliary specialists outline structures and different structures to guarantee that they are sheltered and practical, ready to bolster their own particular weight and oppose a wide range of climate. Different claims to fame incorporate development, natural, transportation, and urban arranging. Numerous architectural firms procure structural building specialists, and structural architects likewise work couple with development contractual workers.

Features

Some counseling positions can keep going for quite a long while. One momentum position posting is for a 5-year contract in a rustic western region of the United States planning water treatment and tempest sewer frameworks and water channeling. Another, situated in Chicago, is searching for a civil engineering advisor to take a shot at railways, including the outline of yards, signs, and operations. Courageous structural architects can take global counseling positions. One organization presently searching for structural building advisors has openings accessible in Houston, Texas; Milan, Italy; Paris, France; and Abu Dhabi, United Arab Emirates.

Considerations

Civil Engineers, including advisors, must finish a Bachelor of Science degree, with thorough coursework in math, material science, thermodynamics, project administration, basic plan, and electro science. They additionally learn programming bundles to configuration extends and make PC drawings.

Benefits

Civil Engineers working for counseling firms make more every year all things considered than their partners working for a mechanical organization or for government offices. Project management consultants and advisors in 2008 were procuring around $105,000 every year. Representatives of counseling firms work all day positions with medical coverage, paid get-aways and occasions, and 401(k) plans. Self-employed entities for these organizations commonly don’t get these additional advantages, yet these employers regularly consider the opportunity and adaptability they pick up a beneficial exchange off.

Consolidation & Compressibility of Soil

At the point when a soil mass is subjected to the compressive force, its volume diminishes. 

土壤的固结和压缩性

The property of the dirt because of which a decline in volume happens under compressive constraint is known as the compressibility of soil. This compressibility of soil can happen due to
  • Compaction of strong particles and water in the hollows
  • Compression and removal of air in the voids
  • Removal of water in the voids
The pressure of immersed soil under a consistent static weight is known as the union. It is completely because of ejection of water from the voids

Initial, primary & secondary consolidation

  • Initial consolidation: At the point when the load is coupled to an in part immersed soil, abatement in volume happens because of ejection and pressure of air in the voids. A little reduction in volume happens because of the pressure of strong particles. The diminishment in the volume of the dirt soon after the utilization of the heap is known as starting combination or introductory pressure. For soaked soils, the underlying combination is mostly because of the pressure of strong particles.
  • Primary Consolidation: After introductory consolidation, more volume diminishes because of removal of water from the voids. At the point when an immersed soil is subjected to a weight, at first all the connected weight is taken up by water as an overabundance pore water weight. A pressure-driven slope will create and the water begins streaming out and a reduction in volume happens. This decrease in volume is called as the primary consolidation of soil.
  • Secondary Consolidation: The decrease in volume proceeds at a moderate rate even after the overabundance hydro-static weight created by the connected weight is completely dispersed and the essential consolidation is finished. The extra lessening in the volume is called as the secondary consolidation.

Consistency of bituminous material & aptness of bitumen

Objective:
  • To assert consistency of the bituminous material
  • To evaluate aptness of bitumen for its use under varying climatic conditions and construction types
Apparatus:
  1. Container: A metallic dish of cylindrical shape with a flat base and diameter of 55m and depth of 35mm. In case the penetration is of order 225 or more, the dish of 70mm and  of 45mm is needed
  1. Needle: straight and sharp, cylindrical in shape
  1. Water Bath: Water bath temperature maintained at 25° ± 0.1 °C, having not lesser than 10 liters of water, the specimen being saturated to a deepness not lesser than 100 mm from top& held up on the perforated shelf not smaller than 50 mm from the base of the bath.
  1. Penetration Apparatus: Has to be such that it lets the needle to go through without much resistance and is precisely calibrated to deliver the outcome in one-tenth of a millimeter.
  1. Thermometer: Range 0- 44 °C and in readable up to 0.20 C.
  1. Time measuring device: With the preciseness of l second.
Theory
Penetration value is an assessment of hardness or constancy of the bituminous substances. It is the perpendicular distance navigated or penetrated with the help of a standard needle into the bituminous material under the particular state of load, time and temperature. This distance is calculated in one-tenth of a millimeter. This test is utilized for assessing the consistency of bitumen. It is not viewed as appropriate for use regarding the testing of street tar in light of the high surface strain showed by these materials.
Procedure
(i) Preparation of test sample: we have to make the material softer to a pouring consistency at the temperature not exceeding 60°C for tars and not exceeding 90°C for bitumen on top of the estimated softening point and blend it meticulously until it is very consistent and is without air bubbles and water. Pour the melted mixture into the vessel to a depth minimum of
10mm in the surplus of the predictable penetration. Shelter the sample from dirt and let it cool in an ambiance at warmth between 15° to 30° C for minimum one hour. Then keep it next to the transfer dish in the water bath at 25° ± 0.1 °C.
(ii) Fill up the transfer dish with water from the water bath to deepness adequate to cover up the vessel totally, put the specimen in it and put it on the stand of penetration apparatus.
(iii) Disinfect the needle by rubbing it with benzene, let it dry and load with the mass. The complete moving load needed is 100 ± 0.25 gms, incorporating the mass of the needle, carrier and super-imposed weights as well.
(iv) Regulate the needle to keep it in touch with the base of the sample. This can be carried out by insertion of the needlepoint in contact with its image reproduced by the base of the bituminous substance.
(i) We have to make such arrangement that the pointer of the dial reads zero or mark the initial dial reading.
(ii) Discharge the needle for exactly five seconds.
(vi) Alter the penetration machine to calculate the distance penetrated.
(vii)Carry the minimum of 3 readings at points on the base of the sample minimum 10 mm apart and should not be lesser than l0mm as of the side of the dish. After all, tests place back the specimen and move the dish to the water bath and clean the needle properly with benzene and let it dry. If the material of penetration is larger than 225, three determinations on each of the two indistinguishable test samples with the usage of a new needle for each determination has to be done, parting the needle in the specimen on finishing of each determination to steer clear of disorder of the specimen.
Precaution
(i) There should not be any kind of movement of the vessel when the needle penetrates into the specimen.
(ii) The specimen should not have proportions of any kind of extraneous substances.
(iii)The needle has to be thoroughly cleaned with benzene and dried prior to the penetration.
Observation
Real test temperature=  °C
Penetration dial readingTest 1Test 2Test 3
(a) Initial
(b) Final
Penetration Value
Mean
Result: Mean Penetration Value=
Recommended Value:
The penetration test is a frequently adopted test on bitumen to classify the substance in relation to hardness. An 80/100 mark bitumen shows that its penetration value is ranged between 80 & 100. Ranking of bitumen contributes an assessment of its aptness in the diverse climatic situation and varieties of construction. For bituminous macadam and penetration macadam, IRC recommends bitumen grades 30/40, 60/70, 80/100. In hotter regions, lower penetration grades are suggested to keep away from softening meanwhile higher penetration grades like 180/200 are strongly recommended in colder areas to avoid the incidence of extreme fragility.

Concrete Workability for Different Conditions

The workability requirements for various concrete placement is explained below:
The prerequisites of concrete workability changes along with the range of assortments of construction. Workability of concrete is determined by highly skilled design engineers depending on the concrete strength necessities, the requirements of durability and the for the easiness of the construction at the site.
For the constructions with the utilization of greater percentage of reinforcement, where the space amongst the reinforcement is minimum and additionally, compaction could not be carried out effectively, highly workable concrete like the self-compacting concrete is suggested.
Because the workability of concrete is attained by the higher proportion of water, it diminishes the power of concrete. That is why it is better recommended to make utilization of workability augmenting blends like the air-entraining agents. But the utilization of admixtures might also have the impact on the strength of concrete. So, for vital materials of the building like the slab, columns, and beams, and for structures where the relative strength of concrete is very critical, the extent of workability suggested is not very high. For mass concrete and lightly reinforced concrete structures, the lower extent of workability can be utilized.
The extent or the degree of the workability is assessed with the process of slump test of the concrete while mixing. The slump value suggested for each degree or extent of workability for various positioning conditions of concrete is shown in the table below:

The degree of workability for various placing conditions

Placing ConditionDegree of concrete workabilitySlump (mm)
Binding concrete,
Shallow Sections
Pavement using pavers
Very lowUse compacting factor test as per IS: 1199
Mass concrete,
Lightly reinforced sections in slabs, beams, walls, columns, floors, hand placed pavements, canal linings, strip footings
Low25-75
Heavily Reinforced sections in slabs, columns, walls, slip formwork, pumped concreteMedium50 – 100, 75 – 100
Trench fill, in-situ pilingHigh100 – 150
Tensile concreteVery highUse determination of flow test as per IS: 9103

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