CDCPL offers following services
1) Structural Audit & Certification
2) Non Destructive Testing
3) Construction Material Laboratory Testing
4) Repair & Rehabilitation Consultancy
5) Concrete Quality Control and Audit
Impact-echo is a non-destructive testing technique that uses stress waves produced by an impact on a material's surface to detect internal flaws. It works by measuring surface displacements from waves reflected by voids to determine depth and size of discontinuities. Common applications are for concrete and masonry to find cracks, delamination, voids, and debonds. Interpretation of impact-echo data involves identifying characteristic frequency peaks associated with distances to flaws. It has the advantages of only needing access to one surface and being able to locate internal flaws, but data interpretation can be difficult for thick or layered materials.
The document discusses the different types of shrinkage that can occur in concrete, including plastic shrinkage, drying shrinkage, autogenous shrinkage, and carbonation shrinkage. Plastic shrinkage causes cracks on the surface of fresh concrete due to evaporation before setting. Drying shrinkage is defined as the contraction of hardened concrete from the loss of capillary water, which can lead to cracking, warping, and deflection without any external loading. In summary, the document outlines the main types of volume changes and shrinkage that concrete undergoes both during the plastic and hardened states.
This document discusses polymer modified concrete (PMC). It begins by providing background on the early patents for polymer modification of cement and concrete in the 1920s. Styrene-butadiene rubber (SBR) latex is commonly used to produce PMC and improves its flexural and compressive strength as well as durability. The document examines the tensile and compressive strengths of PMC made with varying proportions of polymers like PVA emulsion. PMC has applications in pavements, tunnel linings, bridges and more due to its high performance, low cost, durability and improved strength properties over ordinary concrete.
The document provides instructions for conducting pull-out tests to determine the compressive strength of concrete. It states that pull-out tests should be confirmed to BS 1881 Part 207 and give a direct tensile strength value. It describes how inserts can be cast into wet concrete or positioned in hardened concrete using an under-reamed groove. When testing, at least four pull-out tests should be performed at each location and a loading rate of 0.5 ± 0.2 kN/s should be used for 25mm diameter inserts. The compressive strength can then be calculated from the direct tensile strength value obtained during testing.
The document discusses water-cement ratio and its effect on concrete strength. It provides examples of calculating water and cement amounts given a ratio. It also discusses determining the design and batched water-cement ratios for a given mix, accounting for cement, fly ash, water amounts. Calculating percent solids and voids in aggregates based on dry rodded unit weight is also covered.
This document provides information on bitumen, which is used as a binding material in pavements. It discusses the types of bitumen including paving grade, modified, cutback and emulsion. Cutback bitumen has solvents added to increase fluidity while bitumen emulsion uses water. Modified bitumen has additives added to improve properties. The document also describes various tests conducted on bitumen like penetration, ductility, softening point and viscosity to determine hardness and grading. Bitumen requirements include adequate viscosity and adhesion properties. The grading of bitumen depends on the results of penetration tests.
This document presents research on steel fiber reinforced concrete and its use in building structures. Twelve reinforced concrete beams were tested with and without steel fibers added at different depths. Beams with full-depth steel fibers showed a 20% increase in ultimate load capacity compared to control beams without fibers. Beams with fibers at the mid-depth or up to the tensile reinforcement also exhibited increased load capacities and improved cracking behavior over the control beams. The research demonstrates the effectiveness of steel fiber reinforcement in improving the structural performance of concrete beams.
Impact-echo is a non-destructive testing technique that uses stress waves produced by an impact on a material's surface to detect internal flaws. It works by measuring surface displacements from waves reflected by voids to determine depth and size of discontinuities. Common applications are for concrete and masonry to find cracks, delamination, voids, and debonds. Interpretation of impact-echo data involves identifying characteristic frequency peaks associated with distances to flaws. It has the advantages of only needing access to one surface and being able to locate internal flaws, but data interpretation can be difficult for thick or layered materials.
The document discusses the different types of shrinkage that can occur in concrete, including plastic shrinkage, drying shrinkage, autogenous shrinkage, and carbonation shrinkage. Plastic shrinkage causes cracks on the surface of fresh concrete due to evaporation before setting. Drying shrinkage is defined as the contraction of hardened concrete from the loss of capillary water, which can lead to cracking, warping, and deflection without any external loading. In summary, the document outlines the main types of volume changes and shrinkage that concrete undergoes both during the plastic and hardened states.
This document discusses polymer modified concrete (PMC). It begins by providing background on the early patents for polymer modification of cement and concrete in the 1920s. Styrene-butadiene rubber (SBR) latex is commonly used to produce PMC and improves its flexural and compressive strength as well as durability. The document examines the tensile and compressive strengths of PMC made with varying proportions of polymers like PVA emulsion. PMC has applications in pavements, tunnel linings, bridges and more due to its high performance, low cost, durability and improved strength properties over ordinary concrete.
The document provides instructions for conducting pull-out tests to determine the compressive strength of concrete. It states that pull-out tests should be confirmed to BS 1881 Part 207 and give a direct tensile strength value. It describes how inserts can be cast into wet concrete or positioned in hardened concrete using an under-reamed groove. When testing, at least four pull-out tests should be performed at each location and a loading rate of 0.5 ± 0.2 kN/s should be used for 25mm diameter inserts. The compressive strength can then be calculated from the direct tensile strength value obtained during testing.
The document discusses water-cement ratio and its effect on concrete strength. It provides examples of calculating water and cement amounts given a ratio. It also discusses determining the design and batched water-cement ratios for a given mix, accounting for cement, fly ash, water amounts. Calculating percent solids and voids in aggregates based on dry rodded unit weight is also covered.
This document provides information on bitumen, which is used as a binding material in pavements. It discusses the types of bitumen including paving grade, modified, cutback and emulsion. Cutback bitumen has solvents added to increase fluidity while bitumen emulsion uses water. Modified bitumen has additives added to improve properties. The document also describes various tests conducted on bitumen like penetration, ductility, softening point and viscosity to determine hardness and grading. Bitumen requirements include adequate viscosity and adhesion properties. The grading of bitumen depends on the results of penetration tests.
This document presents research on steel fiber reinforced concrete and its use in building structures. Twelve reinforced concrete beams were tested with and without steel fibers added at different depths. Beams with full-depth steel fibers showed a 20% increase in ultimate load capacity compared to control beams without fibers. Beams with fibers at the mid-depth or up to the tensile reinforcement also exhibited increased load capacities and improved cracking behavior over the control beams. The research demonstrates the effectiveness of steel fiber reinforcement in improving the structural performance of concrete beams.
The document discusses specifications for aggregates used in concrete from natural sources according to Indian Standard IS 383. It outlines various tests that should be performed on aggregates including aggregate crushing value, impact value, abrasion value, flakiness and soundness. The crushing value and impact value tests determine the strength of aggregates and maximum allowed values are specified based on the application of concrete. The abrasion and soundness tests evaluate durability of aggregates and maximum loss percentages are also standardized. Using aggregates that conform to these specifications and standards ensures production of high quality concrete.
This document provides specifications for various types of fencing and gates. It describes 10 types of fencing - post-and-wire, post-and-rail, chain link, cleft pale, palisade, metal bar, close-boarded, built up concrete, and corrugated fencing. For each type, it specifies the dimensions and materials to be used. It also provides details on gates, gate construction, and accessories. Sample specifications are given for mild steel posts, bracings, and chain link mesh and straining wires.
Formwork is used to create structures out of concrete that is poured into molds. It can be made from materials like steel, wood, aluminum, or prefabricated forms. Construction of formwork takes up 20-25% of total structure costs and involves supporting structures and molds. Proper formwork is designed to be easily removable, economical, leakproof, durable, rigid, provide smooth surfaces, be strong, and have adequate supports. Common types include conventional timber formwork, engineered prefabricated formwork, and modern systems like flying forms. Materials used include steel, plywood, plastic, and aluminum. Proper bracing and construction is needed to avoid failures from improper stripping, inadequate bracing, vibration
Reinforced concrete is well-suited for constructing stairs due to its fire resistance, durability, strength, and pleasing appearance. R.C.C. stairs can be designed in various forms including straight flights, inclined slabs with half landings, string beams, cranked slabs, cantilevers, and spirals. The type of stair adopted depends on the space and loading conditions. Common stair arrangements include single straight flights, inclined slabs spanning longitudinally, string beams with horizontal slab spanning, cranked slabs inducing bending and torsion stresses, cantilever stairs with central supporting walls, and spiral or helical stairs used in prestige buildings.
some of the basic properties of construction materialsyohannesbelayneh3
The document discusses the properties of construction materials. It defines three main types of material properties: physical, mechanical, and chemical. Physical properties include density, porosity, water absorption, and permeability. Mechanical properties include strength, elasticity, hardness, and plasticity. Chemical properties refer to a material's chemical composition and reactivity. Several specific material properties are then defined in more detail, such as density, elasticity, hardness, and plasticity. In total, the document provides an overview of important material properties for construction applications.
The document discusses properties required for building materials and describes various common building materials. It outlines physical properties like density, porosity, durability; mechanical properties like strength, hardness, elasticity; chemical properties like corrosion resistance; and thermal properties like thermal conductivity. Examples of common building materials described include thatch, ice, mud, stone, wood, sand, brick, and cement along with their key properties.
Admixtures are added to concrete mixes to modify properties in both fresh and hardened concrete. Admixtures are classified based on their function, with common types including plasticizers/water reducers, superplasticizers/high range water reducers, and air-entraining admixtures. Permeability reducing admixtures are used to reduce water absorption through concrete by decreasing pore size and connectivity. They can reduce permeability by up to 70% depending on the type used. Proper concrete mix design and admixture dosage are required to achieve waterproofing benefits.
This document summarizes a study on the effect of air entrained concrete on compressive strength. It provides background on air entrained concrete, including how it contains microscopic air pockets to relieve pressure from freezing water. The document outlines the study's objectives to compare compressive strength of Portland cement concrete and air entrained concrete using different materials. It describes preparing samples with varying proportions and testing them after 7, 14, and 28 days to submit results and a final report.
Introduction about Repair & Rehabilitation of Structures
Repair of Structures
Rehabilitation of Structures
Maintenance of Structures
Various Methods of Maintenance
Assessment and rehabilitation technique of fire damaged structuresMohammed Faazil
This document discusses the assessment and rehabilitation of concrete structures affected by fire. It begins by introducing how concrete behaves when exposed to high temperatures during a fire. It then covers: assessing the damage to non-structural elements, utilities, and structural members through visual inspection and field/laboratory testing; common rehabilitation techniques like fiber reinforced polymer jacketing, concrete jacketing, and steel jacketing; and concludes that a systematic assessment is needed to determine appropriate repairs.
The document discusses bar bending schedules (BBS), which provide details of reinforcing bars used in concrete structures. It explains that a BBS includes the member identification, bar mark, steel type, diameter, length, number of bars, and bending dimensions. It then provides examples of BBS for beams, slabs, columns and walls. Measurement techniques for bar lengths are also outlined, along with best practices. The document concludes by presenting a sample BBS calculation for a beam and listing relevant codes, specifications and online BBS software.
This document provides three thumb rules for column placement in structures:
1. The minimum column size should not be less than 9"x9" for a single story structure, and 12"x9" for a 1.5 story structure, using appropriate concrete grades. Larger column sizes are needed for greater distances or heights.
2. The distance between column centers should not exceed 4m for 9"x9" columns, and larger column sizes are needed for greater distances.
3. Columns should be arranged in a rectangular grid or circular pattern, not zigzag, to avoid structural issues in load transfer, wall construction, and beam placement. Following these thumb rules can help prevent mistakes in structural design.
DESTRUCTIVE AND NON-DESTRUCTIVE TEST OF CONCRETEKaran Patel
The standard method of evaluating the quality of concrete in buildings or structures is to test specimens cast simultaneously for compressive, flexural and tensile strengths.
The main disadvantages are that results are not obtained immediately; that concrete in specimens may differ from that in the actual structure as a result of different curing and compaction conditions; and that strength properties of a concrete specimen depend on its size and shape.
Although there can be no direct measurement of the strength properties of structural concrete for the simple reason that strength determination involves destructive stresses, several non- destructive methods of assessment have been developed.
This document provides an overview of steel reinforcement used in reinforced concrete structures. It discusses the history and development of reinforcement in India, starting from the use of mild steel bars with a yield strength of 250 MPa, to the introduction of cold twisted deformed bars with higher yield strengths of around 405 MPa in the 1970s. However, CTD bars have issues with ductility, weldability, and corrosion resistance. In the 1980s-1990s, thermomechanically treated bars were developed that can achieve even higher strengths up to 600 MPa, while also having better properties compared to CTD bars. The document outlines the manufacturing processes for various bar types and highlights some issues regarding quality and standards in India.
Mortar is a workable paste used to bind construction blocks together and fill gaps. It is typically made of sand, a binder like cement or lime, and water. Mortar hardens after setting to form a rigid structure. Different types of mortar are used depending on the binder, intended use, and required properties. Cement mortar provides high strength and is used for load-bearing walls. Lime mortar is used above ground, while mud mortar is a cheaper option for ordinary buildings. Special mortars include fire-resistant, lightweight, and sound absorbing varieties.
Fibre reinforced concrete is a type of concrete containing fibres that increase its structural integrity. It is made of Portland cement reinforced with randomly distributed fibres. The fibres are used to overcome concrete's weakness in tension and brittleness. Common fibre types include steel, glass, carbon and polypropylene. Factors like fibre volume, aspect ratio, orientation and relative stiffness affect FRC properties. FRC exhibits improved tensile cracking behaviour and increased toughness, energy absorption and fracture resistance compared to conventional concrete.
CON 122 Session 3 - Air-Entraining Admixturesalpenaccedu
The document discusses air entraining admixtures, which generate tiny stable bubbles in concrete to protect against freezing and thawing cycles by providing spaces for expanding water to enter and exit without damaging the concrete; it describes how air entrainment improves durability in freeze-thaw and deicer exposed environments and explains the mechanism by which air voids in concrete provide this protection against frost damage and scaling.
1) Tarun Shienh is the chairman and visionary entrepreneur behind Premia Group, a 3800 crore diversified conglomerate with interests in real estate, healthcare, entertainment and other industries.
2) He has received several honors and awards recognizing his work in the real estate industry, including being named "The Real Estate Guru".
3) Under his leadership, Premia Group has grown rapidly and aims to achieve a turnover of 50,000 crore by 2016 through its various subsidiary companies focused on different business sectors.
The document discusses specifications for aggregates used in concrete from natural sources according to Indian Standard IS 383. It outlines various tests that should be performed on aggregates including aggregate crushing value, impact value, abrasion value, flakiness and soundness. The crushing value and impact value tests determine the strength of aggregates and maximum allowed values are specified based on the application of concrete. The abrasion and soundness tests evaluate durability of aggregates and maximum loss percentages are also standardized. Using aggregates that conform to these specifications and standards ensures production of high quality concrete.
This document provides specifications for various types of fencing and gates. It describes 10 types of fencing - post-and-wire, post-and-rail, chain link, cleft pale, palisade, metal bar, close-boarded, built up concrete, and corrugated fencing. For each type, it specifies the dimensions and materials to be used. It also provides details on gates, gate construction, and accessories. Sample specifications are given for mild steel posts, bracings, and chain link mesh and straining wires.
Formwork is used to create structures out of concrete that is poured into molds. It can be made from materials like steel, wood, aluminum, or prefabricated forms. Construction of formwork takes up 20-25% of total structure costs and involves supporting structures and molds. Proper formwork is designed to be easily removable, economical, leakproof, durable, rigid, provide smooth surfaces, be strong, and have adequate supports. Common types include conventional timber formwork, engineered prefabricated formwork, and modern systems like flying forms. Materials used include steel, plywood, plastic, and aluminum. Proper bracing and construction is needed to avoid failures from improper stripping, inadequate bracing, vibration
Reinforced concrete is well-suited for constructing stairs due to its fire resistance, durability, strength, and pleasing appearance. R.C.C. stairs can be designed in various forms including straight flights, inclined slabs with half landings, string beams, cranked slabs, cantilevers, and spirals. The type of stair adopted depends on the space and loading conditions. Common stair arrangements include single straight flights, inclined slabs spanning longitudinally, string beams with horizontal slab spanning, cranked slabs inducing bending and torsion stresses, cantilever stairs with central supporting walls, and spiral or helical stairs used in prestige buildings.
some of the basic properties of construction materialsyohannesbelayneh3
The document discusses the properties of construction materials. It defines three main types of material properties: physical, mechanical, and chemical. Physical properties include density, porosity, water absorption, and permeability. Mechanical properties include strength, elasticity, hardness, and plasticity. Chemical properties refer to a material's chemical composition and reactivity. Several specific material properties are then defined in more detail, such as density, elasticity, hardness, and plasticity. In total, the document provides an overview of important material properties for construction applications.
The document discusses properties required for building materials and describes various common building materials. It outlines physical properties like density, porosity, durability; mechanical properties like strength, hardness, elasticity; chemical properties like corrosion resistance; and thermal properties like thermal conductivity. Examples of common building materials described include thatch, ice, mud, stone, wood, sand, brick, and cement along with their key properties.
Admixtures are added to concrete mixes to modify properties in both fresh and hardened concrete. Admixtures are classified based on their function, with common types including plasticizers/water reducers, superplasticizers/high range water reducers, and air-entraining admixtures. Permeability reducing admixtures are used to reduce water absorption through concrete by decreasing pore size and connectivity. They can reduce permeability by up to 70% depending on the type used. Proper concrete mix design and admixture dosage are required to achieve waterproofing benefits.
This document summarizes a study on the effect of air entrained concrete on compressive strength. It provides background on air entrained concrete, including how it contains microscopic air pockets to relieve pressure from freezing water. The document outlines the study's objectives to compare compressive strength of Portland cement concrete and air entrained concrete using different materials. It describes preparing samples with varying proportions and testing them after 7, 14, and 28 days to submit results and a final report.
Introduction about Repair & Rehabilitation of Structures
Repair of Structures
Rehabilitation of Structures
Maintenance of Structures
Various Methods of Maintenance
Assessment and rehabilitation technique of fire damaged structuresMohammed Faazil
This document discusses the assessment and rehabilitation of concrete structures affected by fire. It begins by introducing how concrete behaves when exposed to high temperatures during a fire. It then covers: assessing the damage to non-structural elements, utilities, and structural members through visual inspection and field/laboratory testing; common rehabilitation techniques like fiber reinforced polymer jacketing, concrete jacketing, and steel jacketing; and concludes that a systematic assessment is needed to determine appropriate repairs.
The document discusses bar bending schedules (BBS), which provide details of reinforcing bars used in concrete structures. It explains that a BBS includes the member identification, bar mark, steel type, diameter, length, number of bars, and bending dimensions. It then provides examples of BBS for beams, slabs, columns and walls. Measurement techniques for bar lengths are also outlined, along with best practices. The document concludes by presenting a sample BBS calculation for a beam and listing relevant codes, specifications and online BBS software.
This document provides three thumb rules for column placement in structures:
1. The minimum column size should not be less than 9"x9" for a single story structure, and 12"x9" for a 1.5 story structure, using appropriate concrete grades. Larger column sizes are needed for greater distances or heights.
2. The distance between column centers should not exceed 4m for 9"x9" columns, and larger column sizes are needed for greater distances.
3. Columns should be arranged in a rectangular grid or circular pattern, not zigzag, to avoid structural issues in load transfer, wall construction, and beam placement. Following these thumb rules can help prevent mistakes in structural design.
DESTRUCTIVE AND NON-DESTRUCTIVE TEST OF CONCRETEKaran Patel
The standard method of evaluating the quality of concrete in buildings or structures is to test specimens cast simultaneously for compressive, flexural and tensile strengths.
The main disadvantages are that results are not obtained immediately; that concrete in specimens may differ from that in the actual structure as a result of different curing and compaction conditions; and that strength properties of a concrete specimen depend on its size and shape.
Although there can be no direct measurement of the strength properties of structural concrete for the simple reason that strength determination involves destructive stresses, several non- destructive methods of assessment have been developed.
This document provides an overview of steel reinforcement used in reinforced concrete structures. It discusses the history and development of reinforcement in India, starting from the use of mild steel bars with a yield strength of 250 MPa, to the introduction of cold twisted deformed bars with higher yield strengths of around 405 MPa in the 1970s. However, CTD bars have issues with ductility, weldability, and corrosion resistance. In the 1980s-1990s, thermomechanically treated bars were developed that can achieve even higher strengths up to 600 MPa, while also having better properties compared to CTD bars. The document outlines the manufacturing processes for various bar types and highlights some issues regarding quality and standards in India.
Mortar is a workable paste used to bind construction blocks together and fill gaps. It is typically made of sand, a binder like cement or lime, and water. Mortar hardens after setting to form a rigid structure. Different types of mortar are used depending on the binder, intended use, and required properties. Cement mortar provides high strength and is used for load-bearing walls. Lime mortar is used above ground, while mud mortar is a cheaper option for ordinary buildings. Special mortars include fire-resistant, lightweight, and sound absorbing varieties.
Fibre reinforced concrete is a type of concrete containing fibres that increase its structural integrity. It is made of Portland cement reinforced with randomly distributed fibres. The fibres are used to overcome concrete's weakness in tension and brittleness. Common fibre types include steel, glass, carbon and polypropylene. Factors like fibre volume, aspect ratio, orientation and relative stiffness affect FRC properties. FRC exhibits improved tensile cracking behaviour and increased toughness, energy absorption and fracture resistance compared to conventional concrete.
CON 122 Session 3 - Air-Entraining Admixturesalpenaccedu
The document discusses air entraining admixtures, which generate tiny stable bubbles in concrete to protect against freezing and thawing cycles by providing spaces for expanding water to enter and exit without damaging the concrete; it describes how air entrainment improves durability in freeze-thaw and deicer exposed environments and explains the mechanism by which air voids in concrete provide this protection against frost damage and scaling.
1) Tarun Shienh is the chairman and visionary entrepreneur behind Premia Group, a 3800 crore diversified conglomerate with interests in real estate, healthcare, entertainment and other industries.
2) He has received several honors and awards recognizing his work in the real estate industry, including being named "The Real Estate Guru".
3) Under his leadership, Premia Group has grown rapidly and aims to achieve a turnover of 50,000 crore by 2016 through its various subsidiary companies focused on different business sectors.
Construction Diagnostic Centre is a consultancy and construction material testing laboratory located in Pune, Maharashtra that offers non-destructive testing, quality control, and repair/rehabilitation consultancy services. It has over 50 years of experience in structural engineering, construction management, and architectural consultancy. The company provides a full range of civil engineering-related consultancy and testing services, and has an accreditation for testing building materials from NABL.
This document discusses predictive value, likelihood ratios, and how to calculate and apply them. Predictive value reflects a test's diagnostic power and depends on sensitivity, specificity, and disease prevalence. The positive predictive value is the probability a positive test truly has the disease, while the negative predictive value is the probability a negative test truly doesn't have the disease. Likelihood ratios compare true positives and negatives to false ones to determine if a test result changes the probability a disease is present.
The document discusses non-destructive testing methods for concrete structures. It describes various NDT techniques like ultrasonic pulse velocity testing, rebound hammer testing, and half-cell potential testing. Three case studies on different structures are presented where these tests were used to evaluate concrete quality and integrity. The case studies found the concrete quality to vary from good to excellent. Non-destructive testing can check concrete structures without damage and help assess strength, cracks, reinforcement condition, and more.
1 space studio profile ppt architecture n interiors - 30 07 2013muralanals
An Architectural and interior design firm based in Chennai.
We are an enthusiastic team of Creative, Intelligent, well qualified and Inspired professionals who believe in designing well balanced utilitarian spaces artfully conceptualized to create both a sense of usability and an appreciation of space for the user.
We are inspired by great design , we are moved by great design , we enjoy great design and we simply love to let our love for design show in our work.
The team at our studio comprises of Architects, Interior Designers, Project Managers Qualified Draftsmen, Engineers, 3D Visualizer and other support staff.
The presentation discuss in detail the Project Quality Management in light of PMI PMBOK prospective. After highlighting the basic concepts from PMBOK initial chapter, it captures the details from all the processes of PQM, mainly Plan Quality Management, Perform Quality Assurance and Control Quality. The presentation also includes some of the sample questions related to Project Quality Management.
The document discusses quality control, quality assurance, and total quality management. It defines quality as meeting or exceeding customer expectations through consistent standards and processes. Quality control focuses on identifying defects during production, while quality assurance aims to prevent defects through upfront planning and audits. Both work together to deliver high quality outputs, increase efficiency, and ensure customer satisfaction. Total quality management requires company-wide commitment to quality through elements like training, teamwork, statistical methods, and customer service. It also discusses quality design, benchmarking, and factors important for quality in the construction industry.
1. STUDY ON QUALITY ASSURANCE AND QUALITY CONTROL MANAGEMENT SYSTEM IN 20 STO...AELC
This document outlines Ma Nan Thazin Wint Aung's M.E thesis proposal on quality assurance and quality control management systems for a 20-story RC building construction project. The proposal discusses quality management planning, requirements, procedures, assurance, and costs. It aims to develop building strength quality, satisfy stakeholders, understand quality control procedures, determine suitable methods, gain assurance knowledge, and achieve quality in design, construction, and operation. The study will examine quality management system planning effects, control procedure effects, control method effectiveness, and solve quality problems to determine a suitable management procedure for the project.
This document discusses quality assurance in healthcare. It defines quality and quality assurance, and lists their objectives. Quality is defined as the degree to which health services increase desired health outcomes consistent with current knowledge. Quality assurance aims to continuously evaluate healthcare services and their impact. The key objectives of quality assurance are to ensure quality patient care and demonstrate provider efforts to achieve best results. It also outlines various models, components, principles, approaches, factors, barriers, and the nurse's role in quality assurance.
Quality Assurance is of Tremendous Importance in Pharma and Health care sector.
A brief of that is try to explain here..
A Trust of the Customer on Product is solely based on the Effective QA
The document discusses quality assurance and quality control concepts in construction projects based on ISO 9001:2008. It outlines a quality management system with four levels - quality manual, procedures, plans, and forms/records. Key elements include defining roles for QA/QC departments in verifying requirements and monitoring activities. Quality control focuses on inspection, monitoring and reducing variation. The presentation provides an example of applying the quality system to a HOYA construction project, with the goal of zero defects and identifying problems before customers.
Construction Diagnostic Centre Pvt. Ltd. ( CDC) is a consultancy & a construction material testing laboratory offering Non Destructive / Material Testing ( NDT ), Quality Control, & Repair / Rehabilitation Consultancy services.
An offshoot of a parent company viz ‘Ranade Consultants’, a firm established in 1960, CDC draws on its vast and rich experience in Structural / RCC / Project Management & Architectural consultancy. CDC is the ONLY firm offering all civil engineering-related Consultancy & Testing services under one roof. It boasts of cutting edge technology and sound infra-structure.
Non destructive testing of railway bridgesHarsh Singh
This document discusses non-destructive testing (NDT) techniques for assessing concrete structures. It describes several NDT methods for evaluating concrete strength, locating rebar, detecting cracks, and assessing corrosion. Methods for strength assessment include rebound hammers, windsor probes, ultrasonic tests, and permeability tests. Corrosion can be evaluated using corrosion analyzers and resistivity meters.Rebar location and details can be obtained using profometers. Cracks are detected using microscopes, eddy current meters, and infrared cameras. NDT allows inspection without damaging structures and can estimate properties, monitor changes, and find defects in concrete.
This document summarizes several non-destructive testing methods for concrete, including:
- Rebound hammer testing, which measures surface hardness to estimate strength. Factors like surface smoothness and moisture affect results.
- Ultrasonic pulse velocity testing, which times pulse transmission through concrete to determine strength. Transducers can be placed on different faces.
- Penetration and pull-out tests, which measure hardness by probe penetration depth or pull-out force, respectively, and correlate to strength. Surface damage occurs.
- Acoustic, radioactive, and nuclear methods have also been used to study crack initiation and location defects, though radioactive techniques risk safety issues.
The document discusses the scope of work for structural analysis and testing services. Some key services mentioned include:
1) Load testing of slabs, floors, and bridges to analyze load carrying capacity and deflection.
2) Seismic vulnerability analysis and structural stability certification of buildings.
3) Condition assessment of concrete, steel reinforcement, and masonry to evaluate deterioration.
4) Retrofitting design, cost analysis, and tender documentation to strengthen structures.
5) Health monitoring of bridges to track cracks, settlement, and strain over time.
6) Recreating missing structural and foundation drawings using non-destructive testing techniques.
summer training report .... non destructive testing equipments for railway br...Neha Singh
1. The Research Design and Standards Organization (RDSO) is an ISO 9001 research and development organization under the Ministry of Railways of India that functions as a technical advisor for railway design, construction, and standards.
2. The presentation discusses various non-destructive testing (NDT) techniques used to evaluate the strength and properties of concrete structures without damaging them.
3. NDT methods described include rebound hammer, ultrasonic pulse velocity, Windsor probe, core cutter, permeability tester, and more to assess properties like compressive strength, crack detection, reinforcement details, and corrosion.
Non-destructive testing of concrete uses various methods to assess the strength and durability of concrete structures without damaging them. Common non-destructive testing methods described in the document include rebound hammer testing, pull-out testing, ultrasonic pulse velocity testing, and radioactive testing. Each method has benefits and limitations for providing information on properties like compressive strength, uniformity, presence of cracks, and condition of reinforcement. The results of non-destructive testing can be used to evaluate existing structures and monitor concrete quality during construction.
non destructive concrete testing equipment
non destructive concrete testing methods
non destructive test Penetration method
Rebound hammer method
Pull out test method
Ultrasonic pulse velocity method
Radioactive methods
methods of testing concrete
concrete strength testing methods
types of non destructive testing
non destructive concrete testing equipment
concrete tests pdf
destructive and non destructive testing
concrete testing procedures
non destructive test for concrete
destructive and non destructive testing
non destructive testing pdf
types of non destructive testing
non destructive testing methods
non destructive testing methods ppt
The document discusses various non-destructive testing methods used to evaluate the condition of concrete structures, including rebound hammer testing, ultrasonic pulse velocity testing, carbonation testing, chloride testing, core cutting, half-cell potential testing, pull-out testing, and concrete endoscopy. It describes the objectives and procedures of each method and how they are used to identify distress, assess damage, and evaluate strength.
Techshore Inspection Services offers QA/QC Civil-concrete NDT and Quantity surveying & Cost estimation. It is very important to ensure that the structure is suitable for its intended use after the concrete has hardened. For this purpose, we can perform non-destructive testing that does not damage the concrete. Non-destructive testing can be applied to both old and new structures. Lets understand the various concrete ndt methods
Strength evaluation of existing structuresShahrukh Niaz
This document discusses methods for evaluating the strength of existing concrete structures. It describes preliminary investigation which includes reviewing existing information and conducting a condition survey. Various in-place nondestructive testing methods are discussed for evaluating concrete properties, such as rebound hammer, pulse velocity, and sounding tests. Reinforcing steel can be located using magnetic or radiographic tests. The document also covers assessing loading conditions and selecting evaluation methods, such as using analysis alone, analysis with in-place load testing, or analysis with small-scale model testing.
Non destructive test in CIVIL ENGINEERING Construction SAURABH GUPTA
NON DESTRUCTIVE TEST (NDT)
SAURABH GUPTA
BLOG - http://notescivil.blogspot.in/
After this seminar you will able to answer the following
Non- destructive testing
Rebound hammer testing
Ultrasonic pulse velocity test
Cover test
methods including principle, advantages and point of action
NDT
Technique to test new or old concrete structure with respect to its strength and durability ,without or partial damage to a small part of concrete.
It doesn’t estimate ultimate or yield strength of concrete.
It is easy mechanized method, and is very cost effective , many test can be performed at the same cost of single destructive test.
No sample is required to collect for the laboratory testing as compare to some methods destructive testing
TEST
Rebound Hammer Test
Windsore Probe Testing
Ultrasonic Pulse Velocity Test
Acoustic Emission Method
Pulse Echo Method
Initial Surface Absorption Test
Radar Technique
Infrared Thermography
Quantab Test
Carbonation test
Profometer / Rebar locator
REBOUND HAMMER TEST (IS 13311 II)
Determination of strength and hardness of concrete.
ULTRASONIC PULSE VELOCITY TEST (IS 13311 I)
To determine the homogeneity, compatibility and cracks or void if present .
PROFOMETER / REBAR LOCATOR
Location of bar and diameter of bar
CARBONATION TEST
To estimate the amount of carbon and corrosion estimation.
To assess the likely compressive strength of concrete with help of with suitable co-relations between rebound index and compressive strength.
To assess the uniformity of concrete.
To assess the quality of concrete in relation to standard requirements.
To assess the quality of one element of concrete in relation to another
This method can be used with greater confidence for differentiating between the questionable and acceptable part of a structure or for relative comparison between two different structure.
When the plunger of rebound hammer is pressed against the surface of concrete, the spring control mass rebounds and the extent of such rebound depend upon the surface hardness of concrete, the rebound is thus related with compressive strength of concrete and the graduated scale is designated as rebound number
It Consists of spring controlled mass that slides on a plunger within a tubular housing.
The impact energy required for rebound hammer for different application is different (shown in table in next slide)
Rebound hammer is used to check –
1 Compressive strength of concrete
2 Uniformity of concrete
3 Quality of element of concrete
Ultrasonic pulse velocity test
To assess the uniformity and homogeneity of concrete.
To assess the quality of concrete in relation of standard requirement.
Detection of presence of voids, cracks & imperfection of concrete.
Measurement of changes occurring with time in the properties of concrete.
To overcome all these problems, the methods have been developed for investigation and evaluation of concrete st
The document discusses repair and rehabilitation of concrete structures. It describes various causes of distress in concrete structures including structural causes, errors in design/construction, chemical reactions, and weathering. It then outlines the evaluation process for repair projects, including visual inspection, non-destructive testing, and laboratory testing to determine the extent of damage and appropriate repair methods. Specific causes of reinforcement corrosion like cracks, moisture, and concrete permeability are explained along with remedial measures.
This document discusses repair and rehabilitation of concrete structures. It covers causes of distress in concrete structures such as structural issues, design/construction errors, chemical reactions, and corrosion of reinforcement. It then describes evaluation procedures for repair projects, including visual inspection, non-destructive testing, and core extraction/testing. Specific causes of cracks in concrete like plastic shrinkage, thermal stresses, and inadequate reinforcement are also outlined. Finally, routing and sealing of cracks is discussed as a common remedial repair technique.
THIS IS THE PRESENTATION ON THE INTERNSHIP WORK CARRIED OUT BY ME FOR A PERIOD OF 1 MONTH AT VRISHABHAVATI VALLEY, MYSORE ROAD; UNDER THE GUIDANCE OF SUEZ INDIA Pvt.Ltd
Dr. S. RAVIRAJ introduces various non-destructive testing (NDT) methods for evaluating concrete structures, including rebound hammer testing, ultrasonic pulse velocity testing, rebar location testing, and corrosion analysis testing. He describes the testing principles, equipment used, factors influencing results, and applications and limitations of these common NDT methods. NDT methods can detect issues like cracks, voids, reinforcement location and cover concrete thickness without harming the structure.
This document discusses half-cell potential measurement testing (HCPM) for assessing concrete structures. It describes the objectives and principles of HCPM, including using potential difference measurements between a copper-copper sulfate reference electrode and the reinforcing steel. HCPM is a nondestructive test that can identify locations of reinforcing corrosion and delamination. It also compares HCPM to other tests like rebound hammer and ultrasonic methods, and discusses tips for preventing corrosion like using protective coatings or inhibitors.
This document provides an overview of non-destructive testing (NDT) methods for concrete, including penetration tests, rebound hammer tests, pullout tests, and ultrasonic pulse velocity tests. It describes the procedures and objectives of each method. NDT methods allow evaluation of existing concrete structures to assess strength, durability, and quality without damaging the concrete. They provide rapid, on-site data to inform decisions about construction quality control, reinforcement location, and crack/defect detection. The document also discusses factors that influence NDT results and the cost-effectiveness of these non-destructive methods compared to destructive testing of concrete.
International Journal of Computational Engineering Research (IJCER) is dedicated to protecting personal information and will make every reasonable effort to handle collected information appropriately. All information collected, as well as related requests, will be handled as carefully and efficiently as possible in accordance with IJCER standards for integrity and objectivity
Epsilon Engineering is a civil engineering consulting firm that provides services including surveying, grading and drainage design, structural design, geotechnical analysis, construction material testing, and environmental assessments. It aims to be a full-service engineering provider through open communication and creative solutions. The firm's laboratories are certified to conduct various material tests for projects, including soil, concrete, asphalt, and aggregate testing to applicable ASTM standards.
Similar to Construction Diagnostic Centre Pvt Ltd - Company profile (20)
International Conference on NLP, Artificial Intelligence, Machine Learning an...gerogepatton
International Conference on NLP, Artificial Intelligence, Machine Learning and Applications (NLAIM 2024) offers a premier global platform for exchanging insights and findings in the theory, methodology, and applications of NLP, Artificial Intelligence, Machine Learning, and their applications. The conference seeks substantial contributions across all key domains of NLP, Artificial Intelligence, Machine Learning, and their practical applications, aiming to foster both theoretical advancements and real-world implementations. With a focus on facilitating collaboration between researchers and practitioners from academia and industry, the conference serves as a nexus for sharing the latest developments in the field.
Using recycled concrete aggregates (RCA) for pavements is crucial to achieving sustainability. Implementing RCA for new pavement can minimize carbon footprint, conserve natural resources, reduce harmful emissions, and lower life cycle costs. Compared to natural aggregate (NA), RCA pavement has fewer comprehensive studies and sustainability assessments.
Understanding Inductive Bias in Machine LearningSUTEJAS
This presentation explores the concept of inductive bias in machine learning. It explains how algorithms come with built-in assumptions and preferences that guide the learning process. You'll learn about the different types of inductive bias and how they can impact the performance and generalizability of machine learning models.
The presentation also covers the positive and negative aspects of inductive bias, along with strategies for mitigating potential drawbacks. We'll explore examples of how bias manifests in algorithms like neural networks and decision trees.
By understanding inductive bias, you can gain valuable insights into how machine learning models work and make informed decisions when building and deploying them.
Advanced control scheme of doubly fed induction generator for wind turbine us...IJECEIAES
This paper describes a speed control device for generating electrical energy on an electricity network based on the doubly fed induction generator (DFIG) used for wind power conversion systems. At first, a double-fed induction generator model was constructed. A control law is formulated to govern the flow of energy between the stator of a DFIG and the energy network using three types of controllers: proportional integral (PI), sliding mode controller (SMC) and second order sliding mode controller (SOSMC). Their different results in terms of power reference tracking, reaction to unexpected speed fluctuations, sensitivity to perturbations, and resilience against machine parameter alterations are compared. MATLAB/Simulink was used to conduct the simulations for the preceding study. Multiple simulations have shown very satisfying results, and the investigations demonstrate the efficacy and power-enhancing capabilities of the suggested control system.
Literature Review Basics and Understanding Reference Management.pptxDr Ramhari Poudyal
Three-day training on academic research focuses on analytical tools at United Technical College, supported by the University Grant Commission, Nepal. 24-26 May 2024
Comparative analysis between traditional aquaponics and reconstructed aquapon...bijceesjournal
The aquaponic system of planting is a method that does not require soil usage. It is a method that only needs water, fish, lava rocks (a substitute for soil), and plants. Aquaponic systems are sustainable and environmentally friendly. Its use not only helps to plant in small spaces but also helps reduce artificial chemical use and minimizes excess water use, as aquaponics consumes 90% less water than soil-based gardening. The study applied a descriptive and experimental design to assess and compare conventional and reconstructed aquaponic methods for reproducing tomatoes. The researchers created an observation checklist to determine the significant factors of the study. The study aims to determine the significant difference between traditional aquaponics and reconstructed aquaponics systems propagating tomatoes in terms of height, weight, girth, and number of fruits. The reconstructed aquaponics system’s higher growth yield results in a much more nourished crop than the traditional aquaponics system. It is superior in its number of fruits, height, weight, and girth measurement. Moreover, the reconstructed aquaponics system is proven to eliminate all the hindrances present in the traditional aquaponics system, which are overcrowding of fish, algae growth, pest problems, contaminated water, and dead fish.
Using recycled concrete aggregates (RCA) for pavements is crucial to achieving sustainability. Implementing RCA for new pavement can minimize carbon footprint, conserve natural resources, reduce harmful emissions, and lower life cycle costs. Compared to natural aggregate (NA), RCA pavement has fewer comprehensive studies and sustainability assessments.
ACEP Magazine edition 4th launched on 05.06.2024Rahul
This document provides information about the third edition of the magazine "Sthapatya" published by the Association of Civil Engineers (Practicing) Aurangabad. It includes messages from current and past presidents of ACEP, memories and photos from past ACEP events, information on life time achievement awards given by ACEP, and a technical article on concrete maintenance, repairs and strengthening. The document highlights activities of ACEP and provides a technical educational article for members.
Redefining brain tumor segmentation: a cutting-edge convolutional neural netw...IJECEIAES
Medical image analysis has witnessed significant advancements with deep learning techniques. In the domain of brain tumor segmentation, the ability to
precisely delineate tumor boundaries from magnetic resonance imaging (MRI)
scans holds profound implications for diagnosis. This study presents an ensemble convolutional neural network (CNN) with transfer learning, integrating
the state-of-the-art Deeplabv3+ architecture with the ResNet18 backbone. The
model is rigorously trained and evaluated, exhibiting remarkable performance
metrics, including an impressive global accuracy of 99.286%, a high-class accuracy of 82.191%, a mean intersection over union (IoU) of 79.900%, a weighted
IoU of 98.620%, and a Boundary F1 (BF) score of 83.303%. Notably, a detailed comparative analysis with existing methods showcases the superiority of
our proposed model. These findings underscore the model’s competence in precise brain tumor localization, underscoring its potential to revolutionize medical
image analysis and enhance healthcare outcomes. This research paves the way
for future exploration and optimization of advanced CNN models in medical
imaging, emphasizing addressing false positives and resource efficiency.
DEEP LEARNING FOR SMART GRID INTRUSION DETECTION: A HYBRID CNN-LSTM-BASED MODELgerogepatton
As digital technology becomes more deeply embedded in power systems, protecting the communication
networks of Smart Grids (SG) has emerged as a critical concern. Distributed Network Protocol 3 (DNP3)
represents a multi-tiered application layer protocol extensively utilized in Supervisory Control and Data
Acquisition (SCADA)-based smart grids to facilitate real-time data gathering and control functionalities.
Robust Intrusion Detection Systems (IDS) are necessary for early threat detection and mitigation because
of the interconnection of these networks, which makes them vulnerable to a variety of cyberattacks. To
solve this issue, this paper develops a hybrid Deep Learning (DL) model specifically designed for intrusion
detection in smart grids. The proposed approach is a combination of the Convolutional Neural Network
(CNN) and the Long-Short-Term Memory algorithms (LSTM). We employed a recent intrusion detection
dataset (DNP3), which focuses on unauthorized commands and Denial of Service (DoS) cyberattacks, to
train and test our model. The results of our experiments show that our CNN-LSTM method is much better
at finding smart grid intrusions than other deep learning algorithms used for classification. In addition,
our proposed approach improves accuracy, precision, recall, and F1 score, achieving a high detection
accuracy rate of 99.50%.
A SYSTEMATIC RISK ASSESSMENT APPROACH FOR SECURING THE SMART IRRIGATION SYSTEMSIJNSA Journal
The smart irrigation system represents an innovative approach to optimize water usage in agricultural and landscaping practices. The integration of cutting-edge technologies, including sensors, actuators, and data analysis, empowers this system to provide accurate monitoring and control of irrigation processes by leveraging real-time environmental conditions. The main objective of a smart irrigation system is to optimize water efficiency, minimize expenses, and foster the adoption of sustainable water management methods. This paper conducts a systematic risk assessment by exploring the key components/assets and their functionalities in the smart irrigation system. The crucial role of sensors in gathering data on soil moisture, weather patterns, and plant well-being is emphasized in this system. These sensors enable intelligent decision-making in irrigation scheduling and water distribution, leading to enhanced water efficiency and sustainable water management practices. Actuators enable automated control of irrigation devices, ensuring precise and targeted water delivery to plants. Additionally, the paper addresses the potential threat and vulnerabilities associated with smart irrigation systems. It discusses limitations of the system, such as power constraints and computational capabilities, and calculates the potential security risks. The paper suggests possible risk treatment methods for effective secure system operation. In conclusion, the paper emphasizes the significant benefits of implementing smart irrigation systems, including improved water conservation, increased crop yield, and reduced environmental impact. Additionally, based on the security analysis conducted, the paper recommends the implementation of countermeasures and security approaches to address vulnerabilities and ensure the integrity and reliability of the system. By incorporating these measures, smart irrigation technology can revolutionize water management practices in agriculture, promoting sustainability, resource efficiency, and safeguarding against potential security threats.
3. Non Destructive Testing,
Structural & Quality Audit, Testing Lab.
Structural Restoration Consultants
Construction Diagnostic Centre
Pvt. Ltd.
CDC
4. Hallmark of Quality
Construction Diagnostic Centre Pvt. Ltd. (CDC) is a
consultancy & a construction material testing laboratory
offering Non Destructive / Material Testing ( NDT ), Structural /
Quality Audit, & Repair / Rehabilitation Consultancy services.
CDC has been a pioneer in the field of NDT as well as Repair &
Rehabilitation Consultancy since 1993.
An offshoot of a parent company viz ‘Ranade Consultants’, a
firm established in 1960, CDC draws on its vast and rich
experience in Structural / RCC / Project Management &
Architectural consultancy.
CDC is the ONLY firm offering all civil engineering related
Consultancy & Testing services under one roof. It boasts of
cutting edge technology and sound infra-structure.
We Qualify Structures
5. CDC enjoys an Accreditation for ISO – 17025 from NABL for
Non Destructive Testing and Mechanical Testing of Building
Materials.
CDC has been accredited by ISO 17025 for maximum
numbers of ND tests in India.
CDC’s Head Office is located in the heart of Pune city, and a
Brach Office in Surat & Mumbai
The laboratory is furnished with most ultra-modern NDT and
construction material testing equipment, which can support
both in-house experimental studies and field evaluation
studies while the office is equipped with complete structural
analysis and CAD software.
6. Services Offered
• Structural Audit & Certification
• Non Destructive Testing
• Construction Material Laboratory
Testing
• Repair & Rehabilitation Consultancy
• CIDC – approved Retrofitting Clinic
• Concrete Quality Control and Audit
7. We have a full range of NDT instruments such as -
Rebound Hammer Test – To assess the quality and
strength of site concrete
Ultrasonic Pulse Velocity Test - To assess the quality and
strength of site concrete
Concrete Core Extraction – To assess the In-situ strength
of concrete, Making holes in RCC for Plumbing / Electrical
purpose
Ground Penetrating Radar (GPR) – Locating
Reinforcement, defects in the concrete, Masonry.
Locating Utilities , objects underground.
Rebar Location & Cover-meter – Locating Reinforcement
in the concrete.
Non Destructive Testing
8. Half-cell potential Test & Resistivity Test - For Corrosion
Mapping of reinforcement
Pile Integrity Test – For assessing the Integrity, Continuity
& Depth of pile
Flat Jack Test – For assessing the compressive strength,
stress level of Masonry
Micro-Drill Resistance Test – For assessing the Integrity of
Timber
Vibration Measurement – For measuring Displacement,
Velocity & Acceleration of structures.
Endoscopy / Bore scope - To inspect the in-accessible
areas of structures , building components, Heritage
structures, Pipes
Non Destructive Testing
9. Underwater Inspection - To inspect underwater
structures such as Bridges , Jetty, Dams, Water tanks,
WTP / ETP. No need of Divers.
Ultrasonic Thickness Gauge – For measurement of
thickness of metal plates, pipes
Moisture Measurement – For measuring the moisture /
dampness in timber, masonry, concrete, plaster
Infrared Thermometers – Used to identify the
temperature gradient and spot temperatures, a very
useful tool in structural audit.
Load Test – Performance acceptance test for flexural
members like slab, beams and & Bridges
Carbonation , Sulphate / Chloride Content tests
Calibration of Rebound Hammers
Non Destructive Testing
10. Different Rebound Hammers along
with Calibration Anvil
The rebound hammer method is used for Concrete, Mortar
& Bricks for assessing –
• Surface compressive strength
• Uniformity
• Quality
We have a very wide range of Rebound Hammers including
Digital Rebound Hammer
Rebound Hammer Test
11. The ultrasonic pulse velocity method is used to assess
• The Quality / Compressive strength of concrete.
• The homogeneity of the concrete
• The presence of cracks, voids and other imperfections, depth of crack
• Changes in the structure of the concrete which may occur with time
We have a very wide range of UPV machines with different frequency &
different sizes probes, capable of scanning concrete upto 10 m wide
Ultrasonic Pulse Velocity Test
12. • Determining “In situ” compressive strength of structure.
• Small cores for chemical tests like pH, Carbonation, Sulphate &
Chloride Content etc.
• Measuring Density, Water Absorption
• Identifying defect like Cracks, Voids, Honeycombing etc.
• Inserting water supply, plumbing , electrical pipes
• Making pockets for machine foundation for inserting bolts
• Making weep holes in walls
Our Core cutting machines can extract cores of different diameter
ranging from 25 to 300 mm and upto 1 m long
Core Test / Core Cutting
13. The state of Art Technology
• 3D imaging ( Tomography ) of shallow and deep rebars in concrete;
• Inspection of concrete for location of voids, internal defects,
delamination and cracks
• Inspection of concrete thickness, integrity;
• 3D imaging of pre-tension and post-tension cables;
• Inspection and analysis of old structures and monuments;
• Inspection of walls and floors for the location of pipes, objects,
caches, etc..
GPR – Ground Penetrating Radar
14. • Detection of Reinforcing bars from concrete members, where RCC
drawings are not available.
• Detecting bars for Core drilling, fixing anchors
• Detecting cover to the reinforcement along with carbonation test
Rebar Locator
15. Corrosion of embedded steel is probably the major cause of
deterioration of concrete structures at the present time. Both of these
tests are very useful to identify the corrosion.
Applications –
• Determination of Corrosion Activity of the reinforcing steel
• Determination of likelihood of corrosion or corrosion risk
Half – Cell Potentiometer & Resistivity Test
Different Half-Cell Potentiometers
16. Half – Cell Potentiometer & Resistivity Test
Wenner 4 probe - Concrete
Resistivity Meter
17. A pile integrity test is one of the advance methods for assessing the
condition of piles or shafts. It is cost effective and not very time
consuming.
Applications –
• Evaluation of Pile integrity and pile physical dimensions i.e. cross-
sectional area, length, continuity, and consistency of the pile material
Pile Integrity Test (Pulse Echo Method )
18. This test method concerns the
measurement of in-situ
masonry deformability
properties in existing masonry
by use of thin, bladder-like flat
jack devices that are installed in
saw cut mortar joints in the
masonry wall.
Applications –
• Determination of the average
compressive stress in existing
masonry
• Assessing the in-situ
Compressive strength of
masonry
Flat Jack Test
19. The Timber Resistograph helps evaluating historic and modern timber
structures and is the base for repair planning.
Applications –
• Assess the condition of structural timber and joints
• To identify voids, decay, insect damage, and cracks in the Timber
members
Micro-Drill Resistance of Timber
20. Structures / buildings can get a vibration from sources such as
Blast, Mining activity, Piling work, Machinery imbalance, Road /
Rail / Metro traffic, Wind, Impact etc. Our Vibration Meter can
measure Peak and Instantaneous Velocity, Acceleration and
Displacement
We carry out Vibration Measurement for –
• Buildings / Structures
• Bridges,
• Chimney / Stacks
• Water Tanks
• Heritage Structures
Vibration Measurement
21. Bore scope Survey / Endoscopy
Endoscopy surveys provide a fast, cost effective means of identifying
problematic / in-accessible areas where bear minimum destruction is
allowed for inspection such as –
• Concrete pipes,
• Water Pipes
• Storm pipes
• Sewer Lines,
• Culvert
• Cavity walls,
• Air ducts, Vents,
• Chimneys,
• Ceiling, roof and floor voids,
• Water tanks,
• Heritage structures,
• Timber structures,
• Concrete or Masonry structures
with large voids, honeycombing
etc.
Bore scope survey – Boiler Tube
22. We carry out underwater inspection of structures like –
• Dams
• Bridges
• Water Tanks
• Effluent & Water Treatment Plants
• Jetty
• Underwater Structures
Underwater Investigation
Corrosion of Underwater Structures
captured by CameraUnderwater Camera
23. We Have sophisticated Drone Camera for the inspection of
structures like –
• Over Head Water Tanks
• Tall Structures
• Chimney
• Bridges
• Silo
Drone Camera
24. A very useful tool in the structural audit / survey. In most of the
Industries, especially in Chemical factories corrosion is a very
serious issue for the structural stability of the structural steel
structures, M S Chimney , Stacks, Gantry girders, Pipe racks,
Pipelines etc.
Using the Ultrasonic thickness Gauge we can find out the precise
thickness of all such steel / metal structures, components .
Ultrasonic Thickness Gauge
25. Moisture is known to be one of the main source causing
deterioration of masonry and timber structures. To identify
the source of leakages and dampness moisture meters are
very helpful. If the concrete, masonry , timber structures are
found to be wet, then appropriate repairs can be carried out
to avoid further decay / deterioration of the material and
structure as a whole.
Moisture Measurement
26. Many a times Load test is carried out on building & Bridge components
when –
• As a proof of Structural Adequacy.
• The strength of concrete is below the acceptable norms
• Structural Design data is not available.
• Load carrying capacity of the flexural member needs to be assessed.
• The members is to be subjected to a higher loads
• The members are noticed to have cracks, deflections
• The structure is damaged due to fire, earthquake, blast, corrosion
etc.
• Change in use of structure.
• NDT or Core tests indicate a lower strength.
Load Test
27. According to Government regulations, all
factories and residential societies are
expected to undergo assessment and
obtain a Structural Stability Certificate
from a chartered civil engineer, every 5
years.
We are the competent authority to
provide such certification. We offer
services including detailed inspection,
assessing the strengths & weakness of
the structure, conducting NDT, preparing
repair / rehabilitation scheme,
monitoring repair work and issuing
Structural Stability Certificate.
Structural Audit & Stability Certification
28. Structural Audit – Why and When
The Structural Audit is carried out mainly for -
• As a statutory requirement –
– After every 5 years as per Inspector of factories
– After 15 years at every 5 years and after 30 years after
every 3 years as per Municipal Act
• For Insurance
• For Bank – Mortgage
• For Valuation
• Structure showing Distress
• Proposed Additions , Alterations , Extensions in building
/ structure
• For Damage assessment due to earthquake, fire, blast,
vibration, corrosion etc.
Structural Audit & Stability Certification
29. In recent times, a large number of structures are observed
to be in a distressed condition. The structures may require
repair / rehabilitation due to –
• Poor quality concrete / workmanship
• Construction Deficiencies
• Design Deficiencies
• Severe Exposure Condition
• Corrosion
• Aging
• Damage due to Earthquake , Fire, Blast, Vibrations etc.
• Settlement , Foundation problems
Repair & Rehabilitation Consultancy
30. We offer a comprehensive services like –
• Conducting vulnerability assessment of structures,
• Assessment of the present health & expected
performance
• Design of retrofitting and strengthening scheme
• Conducting Non Destructive Testing and carrying out
diagnostic assessment
• Preparing estimates & tender documents
• Conducting training programs for engineers / officers,
building professionals, contractors, builders, construction
supervisors as well as artisans in disaster-resistant
construction technologies, NDT and techniques of
retrofitting, repair as well as rehabilitation.
Repair & Rehabilitation Consultancy
31. At CDC we have the core expertise in assessment of the Heritage
buildings. We have the most advanced Non Destructive Testing
tools , including Structural Audit & conservation consultancy
services for structural strengthening & Retrofitting.
Heritage Structures Conservation Consultancy
32. At CDC we have a professionally trained staff having
expertise in the failure investigation & Forensic Engineering.
We have carried out various failure investigations &
Forensic Engineering for number of projects like –
• RCC Silo Collapse
• Full or Part Collapse of Buildings / Structures
• Ground Water Reservoirs
• Overhead Water Tanks
• Conveyor Belt supporting steel structures
• Fire Damaged Buildings
Failure Investigation / Forensic
Engineering Consultancy
33. We have developed a unique Quality Control & Auditing
Scheme for RCC structures.
We offer a Total Quality Solution for concreting activity,
which includes Testing of all building materials, monitoring
concrete quality with NDT, Orientation Lecture for site
engineers and tradesmen, quality control and audit of
concreting activity
Concrete Quality Control and Audit
34. Our laboratory is well equipped to test -
• Cement, Concrete, Steel, Aggregates, Bricks, Concrete blocks, Paving
Blocks, Construction Chemicals, accelerated curing of concrete etc.
• The lab offers state-of-the-art Mix Designs for Normal concrete,
Pumpable concrete, High strength concrete, High early strength
concrete, High performance concrete, Self-compacting concrete etc.
Construction Material Testing Laboratory
35. Construction Material Testing Laboratory
• Fully computerised 100 Ton Universal Testing Machine
• Fully Computerised Automated rate of loading controlled 200 & 35
Ton Compression Testing Machines,
• Concrete Pan Mixer,
• Temperature Controlled Curing Tanks
• Temperature and humidity controlled Cement test Lab.
• Special attachment as per UIC code to test Brick Core samples
36. • “CDC” has drafted short lecture / workshops series for
various Senior Engineers, Site engineers, Archiects and
Supervisors working in construction industry.
• CDC aims at enhancing the skill-sets of all aspirants in the
field of Construction and bridging the gap between
theory and practice. It endeavours to upgrade the basic
knowledge of construction technocrats and tradesmen
with up-to-date construction practices, information,
recent developments and latest research related to the
field.
• Till date trained more than 5000 Civil Engineers,
Architects, Supervisors, Govt. Officers, College Professors
Corporate Training for Construction Industry
38. CDC supports its unique capabilities in Assessment and
Rehabilitation through a strong commitment to Research
and Development.
Carried out extensive R & D in NDT , Concrete Technology
& Testing. Developed / established number of correction
/ co-relation factors, equations etc.
We have guided various projects at graduate and post-
graduate level in the field of NDT, Concrete Technology,
Repair & Rehabilitation as well as Structural Engineering.
In addition, CDC conducts experimental feasibility studies
for clients with immediate needs for innovative
techniques and novel structural solutions.
Research & Development
39. • Airports, Dams,
• Tunnels, Bridges,
• Concrete Roads,
• Jetties,
• Wind Mills,
• Earthquake / Blast / Fire-
damaged Structures,
• Heritage Structures,
• Commercial Projects
• Mass Housing Projects,
• Educational Complexes,
• Automobile Industries
• IT Industry
• Cement, Soya bean,
Chemical Sugar, Thermal
Power Plants,
• Elevated Water Tanks,
• Reservoirs,
• Bunkers,
• Silos,
• Effluent / Water
Treatment Plants
and so on; in India as well
as abroad.
CDC has Designed, Tested , Audited & Rehabilitated
a number of prestigious projects like
Projects Completed
47. • The CDC is founded and headed by Mr. Ravi Ranade, a Structural
Engineer and a professional Consultant having more than 29 years of
practical experience in the field of Structural Design, Structural
Audit, Non Destructive Testing, Material testing, Concrete
Technology, Earthquake Engineering, Repair & Rehabilitation, Quality
Control and Quality Audit.
CDC Team
Ravi Ranade - Founder & Director
48. Ravi Ranade -
• A recipient of the prestigious ‘ Sir Vishwesharaiya Centenary Award –
2000’, Mr. Ranade has organised and acted as Organising Committee
Member for various workshops / seminars / lectures on a number of
civil engineering subjects. He has addressed various seminars,
symposiums on NDT, Structural design, Earthquake engineering,
Construction Practices as well as RMC etc. He has published papers
at national and international level on these topics.
• He is an Ex-Organising Committee Member of ‘The Institution of
Engineers’ and ‘Indian Society of Structural Engineers’, Pune Local
Centre. A Jury / committee member for Awards of various Institutes.
Mr. Ranade is, at present, a Member of the “Heritage Structure
Committee” of Pune Cantonment Board & Satara, Wai, Panchgani,
Mahabaleshwar Municipal Councils.
• Appointed as a consultant by International Atomic Energy Agency,
Vienna, Austria for “Application & formulation of Training system for
use of Radiation & other NDT techniques in Civil Engineering”
• Trained more than 5000 Technocrats on various topics in Civil
Engineering
49. CDC Team
A. M. Ranade
Founder of Ranade Consultants
& CDC
( Group Director )
Ar. Rajendra Ranade
( Sn. Director - Architectural )
50. CDC is a dynamic group of highly qualified professional
engineers having a vast industry experience. To each project,
they bring their specialized expertise in such diversified fields
as Structural Audit, Structural Design, Concrete Technology,
Material Testing, Non-Destructive Testing, Quality Inspection,
Construction, Retrofit Engineering as well as Earthquake
engineering.
CDC Team
Bhakti Kulkarni
(Head – Engg Dept )
Aditya Contractor
(Principle Consultant, Surat)
Dwijendra Kane
(Principle Consultant, Mumbai)
51. CDC Team – Pune Head Office
Dhiraj Kulkarni
( Manager Technical)
Anil Poshire
( Manager - NDT )
Mangesh Chitale
(Manager – LAB / NDT )
Rohit Patil
(NDT Engineer)
Shrutika Gund
(Lab. Engineer )
Anil Gore
(NDT Engineer)
55. Our International Clients
• International Atomic Energy Agency, Vienna,
Austria
• Indo-Thai Synthetics Ltd, Bankok , Thailand
• Mombasa cement Ltd, Kenya
• Tororo Cement Ltd, Uganda
56. Our Prestigious Clients
Govt. / Semi Govt
• Indian Space Research Organisation
(ISRO )
• Military Engineering Services
• CPWD
• Airport Authority Of India
• Reserve Bank of India ( RBI )
• IRCON International Ltd.
• U P State Bridge Corporation,
• Pune Municipal Corporation
• Pimpri - Chincawad Municipal
Corporation
• Surat Municipal Corporation
• Pune University
• PWD, Maharashtra
• Irrigation Dept, Maharashtra
• Krishna Valley Development
Corporation, Govt. of Maharashtra
• Maharashtra Industrial Development
Corporation (MIDC) , State
Electricity Distribution Co. Ltd.
(MSED), Tourism Development
Corporation (MTDC), Housing & Area
Development Corporation ( MHADA )
Indutries
• Tata Motors
• Infosys Ltd.
• Reliance Industries Ltd.
• Reliance Infrastructure Ltd
• Reliance Energy Ltd
• Larsen & Toubro ( ECC )
• ACC Cement Ltd.,
• Ambuja Cement Ltd.
• Alfa Laval Ltd.,
57. Our Prestigious Clients
• Indutries
• ACC Cement Ltd.,
• Ambuja Cement Ltd.
• Alfa Laval Ltd.,
• Andhra Pradesh Paper Mills
• Bajaj Auto Ltd.
• GMR Power Corporation Ltd
• Grasim Industries Ltd.
• Godrej & Boyce Mfg. Co. Ltd.
• GMR Power Corporation Ltd
• Grasim Industries Ltd.
• Godrej & Boyce Mfg. Co. Ltd.
• Indian Rayon and Industries Ltd.
• Kalyani Forge Ltd.
• KSB Pumps
• PI Industries
• Piagio Vehicles
• Pudumjee Paper Mills
• SKF Bearings Ltd.,
• Thermax Ltd.,
• Suzlon Infrastructures Ltd.
• Vasavdatt Cements Ltd.
• Voltas Ltd.,
Consultants
• Tata Consulting Engineers ( TCE )
• Aker Solutions
• Engineering Project India Ltd.
• Gherji Eastern Ltd.
• Sir Owan William Innovestment P.
Ltd
• And so many Promoters,
Builders, Architects,
Contractors , Apartments,
Schools, Colleges, Hotels,
Hospitals …………
58. Why CDC ?
CDC is the most Trusted & Reliable name in the
Civil Industry.
Best Known for following “Ethical Practices”
Competent Authority
Most Accurate Results based on extensive in-
house R & D
Vast experience in the field
All services under ‘One Roof’
Timely completion