The latest in non-destructive testing and robotic engineering for bridge inspections. Infrastructure Preservation Corporation partners with ICS in Dubai to bring NBI inspections that exceed FHWA and AASHTO guidelines to the UAE.
basic knowledge about performance and characteristics of fly ash based concrete. this was my first presentation....so hard core civil engineers might consider me a layman!... anyway its a good way to start knowing gist and basics.
The document discusses various types of pavement failures including flexible and rigid pavement failures. For flexible pavements, failures include surface deformation (rutting, corrugation, shoving), cracking (fatigue, transverse, longitudinal), disintegration (potholes, patches), and surface defects (raveling, bleeding). Common causes are poor soil, inferior materials, improper geometry, overloading, and environmental factors. Maintenance techniques to address failures include bituminous surface treatments, asphalt overlays, slurry seals, and crack sealing. For rigid pavements, failures discussed are spalling at joints, scaling of cement concrete, and shrinkage cracks.
The standard penetration test (SPT) involves driving a split spoon sampler into the ground using a 140 lb hammer dropped 30 inches. The number of blows required to penetrate each 6 inch interval is recorded, and the penetration resistance value N is the sum of the blows over the second and third intervals. This test is commonly used to obtain bearing capacity and estimate soil properties like density and shear strength. It is performed whenever the soil stratum changes and at intervals of no more than 1.5 meters.
Permanent Way of Railway & Components ?(part -1,2,3,4,5)RAMPRASAD KUMAWAT
Permanent Way Components: , Selection of Alignment, Ideal Permanent Ways and Cross-sections in different conditions, Salient Features and types of Components viz.
Rails, Sleepers, Ballast, Rail Fastenings.
Types and Selection of Gauges
Surveying is used at various stages of a construction project from conceptual planning to maintenance. It involves measuring positions and elevations to determine spatial relationships and enable engineering design and construction. Common surveying methods include chain, compass, theodolite, plane table, tachometric, aerial photographic, and remote sensing surveys. Levelling specifically refers to determining relative elevations and is important for engineering works like establishing rail and road alignments and profiles. Key levelling instruments are dumpy level, tilting level, automatic level, and digital level.
Construction Materials and Engineering - Module I - Lecture NotesSHAMJITH KM
This document provides information on various construction materials used in building, including their classification and properties. It discusses stones, classified as igneous, sedimentary and metamorphic based on their geological formation. Bricks and tiles are described as clay products manufactured through processes of preparation, moulding, drying and burning. The characteristics of good building stones and various stone varieties are also summarized.
The document describes the Indian Standard (IS) Classification System for soils. It divides soils into 3 main categories - coarse grained, fine grained, and highly organic soils - based on grain size. Coarse grained soils are further divided into gravel and sand, each with subcategories based on fines content and plasticity. Fine grained soils are subdivided into low, intermediate, and high compressibility categories based on liquid limit and plasticity index. The document provides detailed explanations of each soil group and examples of classifying soils according to their properties.
basic knowledge about performance and characteristics of fly ash based concrete. this was my first presentation....so hard core civil engineers might consider me a layman!... anyway its a good way to start knowing gist and basics.
The document discusses various types of pavement failures including flexible and rigid pavement failures. For flexible pavements, failures include surface deformation (rutting, corrugation, shoving), cracking (fatigue, transverse, longitudinal), disintegration (potholes, patches), and surface defects (raveling, bleeding). Common causes are poor soil, inferior materials, improper geometry, overloading, and environmental factors. Maintenance techniques to address failures include bituminous surface treatments, asphalt overlays, slurry seals, and crack sealing. For rigid pavements, failures discussed are spalling at joints, scaling of cement concrete, and shrinkage cracks.
The standard penetration test (SPT) involves driving a split spoon sampler into the ground using a 140 lb hammer dropped 30 inches. The number of blows required to penetrate each 6 inch interval is recorded, and the penetration resistance value N is the sum of the blows over the second and third intervals. This test is commonly used to obtain bearing capacity and estimate soil properties like density and shear strength. It is performed whenever the soil stratum changes and at intervals of no more than 1.5 meters.
Permanent Way of Railway & Components ?(part -1,2,3,4,5)RAMPRASAD KUMAWAT
Permanent Way Components: , Selection of Alignment, Ideal Permanent Ways and Cross-sections in different conditions, Salient Features and types of Components viz.
Rails, Sleepers, Ballast, Rail Fastenings.
Types and Selection of Gauges
Surveying is used at various stages of a construction project from conceptual planning to maintenance. It involves measuring positions and elevations to determine spatial relationships and enable engineering design and construction. Common surveying methods include chain, compass, theodolite, plane table, tachometric, aerial photographic, and remote sensing surveys. Levelling specifically refers to determining relative elevations and is important for engineering works like establishing rail and road alignments and profiles. Key levelling instruments are dumpy level, tilting level, automatic level, and digital level.
Construction Materials and Engineering - Module I - Lecture NotesSHAMJITH KM
This document provides information on various construction materials used in building, including their classification and properties. It discusses stones, classified as igneous, sedimentary and metamorphic based on their geological formation. Bricks and tiles are described as clay products manufactured through processes of preparation, moulding, drying and burning. The characteristics of good building stones and various stone varieties are also summarized.
The document describes the Indian Standard (IS) Classification System for soils. It divides soils into 3 main categories - coarse grained, fine grained, and highly organic soils - based on grain size. Coarse grained soils are further divided into gravel and sand, each with subcategories based on fines content and plasticity. Fine grained soils are subdivided into low, intermediate, and high compressibility categories based on liquid limit and plasticity index. The document provides detailed explanations of each soil group and examples of classifying soils according to their properties.
The document discusses various materials used in civil engineering construction projects such as bricks, stones, aggregates, cement, and concrete. It provides details on the manufacturing process and properties of bricks and describes the different types of bricks used. It also discusses the characteristics, classification, and uses of stones as a building material. The qualities, types, and uses of aggregates and cement are outlined. Concrete is introduced as a composite material made by mixing aggregates, sand, cement, and water.
This document discusses different types of bitumen, asphalt, and tar used in civil engineering materials. It provides details on:
- Bitumen is derived from petroleum distillation and exists in liquid, semi-solid or solid forms. Its main uses include making flexible pavements for roads and waterproofing buildings. The main types of bitumen are straight-run, blown, emulsion, cut-back, and plastic bitumen.
- Asphalt is a mixture of bitumen and inert materials left after petroleum distillation. It is used mainly in road construction. The two types are natural asphalt found in lakes/rocks, and residual asphalt from petroleum distillation.
Workability of concrete is defined as the ease and homogeneity with which a freshly mixed concrete or mortar can be mixed, placed, compacted and finished. Strictly, it is the amount of useful internal work necessary to produce 100% compaction.
This document discusses the use of bitumen in road construction. It notes that bitumen has unique properties that make it suitable for use in flexible roads. There are four main types of bitumen: paving grade, modified, cutback, and emulsion. The document outlines several factors that influence how bitumen hardens over time when used in roads, including oxidation, loss of volatiles, and physical hardening. It lists some advantages as a smooth ride surface, quick repair ability, staged construction, lower life costs, and temperature resistance. Disadvantages include less durability, lower tensile strength compared to concrete, and higher construction costs during extreme temperatures.
Pavement materials in Road Constructionsrinivas2036
Different pavement materials used in the road construction. Importance of soil, aggregate pavement materials. Tests on Soil for pavement construction. Tests on aggregate for pavement construction.
Requirements of soil and aggregates in pavement.
This document discusses earthwork and provides definitions and classifications for different types of soils and rocks encountered during excavation. It describes the measurement and payment terms for earthwork, including lead, lift, and disposal. Safety protocols for excavation works and protections for existing structures and utilities are also outlined. The document provides classifications for different types of soils, rocks, and hard rocks. It describes the process for site clearance, setting out profiles, and taking ground measurements before starting earthwork. Blasting procedures for hard rocks are also summarized.
chloride attack and sulphate attack on concretePratap Shinde
This document discusses chloride and sulfate attack on concrete. Chloride attack is a major cause of reinforcement corrosion, accounting for 40% of structure failures. Chlorides enter concrete through water, cement, aggregates or admixtures and exist in both bound and free forms, with free chlorides causing corrosion. Sulfate attack results in the formation of gypsum and ettringite, increasing concrete volume and causing disintegration. Preventative measures for chloride attack include proper cover, epoxy coatings, and permeability reduction. Sulfate attack can be controlled through the use of sulfate-resistant cement, quality concrete work, and pozzolanas or high alumina cement.
This document discusses runway orientation and configuration. It notes that runway orientation is typically determined based on prevailing wind direction to maximize wind assistance during takeoffs and landings. Two common methods of wind rose analysis are described to evaluate wind data and determine optimal runway orientation. The document also outlines several basic runway configurations including single, parallel, intersecting and open-V runways. Lighting and signage used for runway guidance are briefly mentioned.
Rates Analysis For Calculating Material and Labour for building works ALI HYDER GADHI
The document discusses the analysis of rates for construction items. It provides materials costs, labor costs, and calculations to determine the total rate per unit of different construction works. For example, it calculates that the rate of excavation work is Rs. 9857 per cubic meter based on labor and materials. It also provides an example of determining the materials required for a 10 square meter conglomerate floor with two layers of concrete.
Highway geometric design deals with dimensions and layout of visible features like horizontal and vertical alignments, sight distances, and intersections. Elements of geometric design include cross section, sight distance considerations, horizontal and vertical alignments, and intersections. Cross section elements comprise pavement characteristics, carriageway width, cross slope, median/separator, kerbs, road margins, and formation width. Horizontal alignment design considers factors like design speed, horizontal curves, super elevation, transition curves, pavement widening on curves, and setback distance. Super elevation is provided to counteract centrifugal forces on curves and is limited to a maximum of 7% as per Indian standards.
This document discusses various topics related to railway tracks, including reasons for rail failures, types of rail failures, causes and measurement of creep in rails, methods to correct creep, types of rail joints, requirements of an ideal rail joint, types of rail fastenings, and requirements of sleepers. It provides details on factors that influence rail failure, different types of rail failures such as crushed head, transverse fissure, etc. It also discusses various causes of creep in rails and methods to measure and correct creep, including pulling back rails and using creep anchors.
This document discusses hill roads and their design. It defines a hill road as one with a cross slope of 25% or more. It classifies hill roads based on their terrain and organization. Some key points:
- Hill roads are classified as plain/level, rolling, mountainous, or steep depending on their cross slope which can range from 0-10% to over 60%.
- They are also classified by organizations like BRO and by their use as motor roads, bridle paths, or village tracks.
- Important reasons for hill roads include economic development, industry, forests, tourism, and strategic needs.
- Design considers minimum costs, comfort, stability, drainage, and following geometric standards with easy
Taxiways provide pathways for aircraft movement between parts of an airfield. They include apron taxiways around aircraft parking areas and exit taxiways connecting runways. Design considerations for taxiways include layout, width, longitudinal and transverse gradients, sight distances, safety areas, and separation clearances. Taxiway geometry is specified by standards bodies like ICAO based on airport class. Proper design ensures safe and efficient aircraft ground movements.
This document discusses materials used for repairing and rehabilitating reinforced concrete structures. It covers various repair strategies like load reduction, crack repair, and strengthening of structural elements. It also discusses different types of materials used for surface preparation, corrosion protection, bonding, structural repairs, and other purposes. Key materials mentioned include cement mortars, polymer-modified cement products, epoxies, acrylics, and chemicals. The document provides guidelines on selecting appropriate materials based on properties like shrinkage, bond strength, thermal expansion, and durability. It also outlines various applications of polymer mortars and epoxies in structural repair and rehabilitation work.
This document provides information on flexible pavement design and theory. It discusses the typical layers of a flexible pavement including the surface course, base course, and subgrade. It also outlines several factors that affect pavement design such as wheel load, climate, and material characteristics. Additionally, the document examines failures like fatigue cracking and rutting that pavement design aims to prevent. It provides guidance on mechanistic-empirical design as prescribed by the Indian Roads Congress.
There are four main types of slope failures: plane, wedge, toppling, and rotational. Plane failures occur along planar discontinuities like bedding planes or joints. Wedge failures form when two discontinuity sets intersect perpendicularly to the slope. Toppling failures involve the forward rotation of rock columns about a fixed point. Rotational failures involve movement along a curved failure surface within the soil. Each failure type has specific structural conditions required, such as the dip direction and angle of discontinuities compared to the slope face.
The document summarizes soil testing performed on the site of a proposed rigid pavement project. Tests included determining the Atterberg limits of the soil, which found the liquid limit to be 27%, plastic limit to be 19%, and plasticity index to be 8. Based on these results, the soil was classified. Compaction and California bearing ratio tests were also performed to determine the optimum moisture content and strength of the soil. Survey work including linear measurement, plane table, and leveling was conducted to obtain data on the site dimensions and ground surface levels.
Objective and classification of highway maintenance works. Distresses and maintenance measures in flexible and rigid pavements. Concept of pavement evaluation: Functional and Structural
This document provides an introduction and scope for Section II of the Indian Road Congress's Standard Specifications and Code of Practice for Road Bridges. It discusses the classification of bridges according to their design loadings, including Class 70R, Class AA, Class A, Class B, and Class Special Vehicle loadings. It also provides a brief history of revisions to Section II and lists the personnel on the Loads and Stresses Committee that works on revising this section.
Micheletti & Co. Ltd is a leading civil engineering and construction company in Ghana with over 50 years of experience. The document provides an overview of Micheletti's services, capabilities, projects, and values. It details that Micheletti plans, designs, and builds major infrastructure and building projects in Ghana, including stadiums, hospitals, hotels, and residential complexes. It also emphasizes Micheletti's commitment to quality, safety, innovation, and meeting client needs.
This document describes a vendor document management system implemented at Engineers India Limited. It includes sections on the organization, introduction to the system, features, requirements, and operation details. The system allows vendors to manage documents online through a web interface. It aims to streamline the document exchange process between EIL and its vendors. The document also discusses implementation using Spring Framework and testing security using SSL and Wireshark. It concludes with potential areas for improvement and a bibliography.
The document discusses various materials used in civil engineering construction projects such as bricks, stones, aggregates, cement, and concrete. It provides details on the manufacturing process and properties of bricks and describes the different types of bricks used. It also discusses the characteristics, classification, and uses of stones as a building material. The qualities, types, and uses of aggregates and cement are outlined. Concrete is introduced as a composite material made by mixing aggregates, sand, cement, and water.
This document discusses different types of bitumen, asphalt, and tar used in civil engineering materials. It provides details on:
- Bitumen is derived from petroleum distillation and exists in liquid, semi-solid or solid forms. Its main uses include making flexible pavements for roads and waterproofing buildings. The main types of bitumen are straight-run, blown, emulsion, cut-back, and plastic bitumen.
- Asphalt is a mixture of bitumen and inert materials left after petroleum distillation. It is used mainly in road construction. The two types are natural asphalt found in lakes/rocks, and residual asphalt from petroleum distillation.
Workability of concrete is defined as the ease and homogeneity with which a freshly mixed concrete or mortar can be mixed, placed, compacted and finished. Strictly, it is the amount of useful internal work necessary to produce 100% compaction.
This document discusses the use of bitumen in road construction. It notes that bitumen has unique properties that make it suitable for use in flexible roads. There are four main types of bitumen: paving grade, modified, cutback, and emulsion. The document outlines several factors that influence how bitumen hardens over time when used in roads, including oxidation, loss of volatiles, and physical hardening. It lists some advantages as a smooth ride surface, quick repair ability, staged construction, lower life costs, and temperature resistance. Disadvantages include less durability, lower tensile strength compared to concrete, and higher construction costs during extreme temperatures.
Pavement materials in Road Constructionsrinivas2036
Different pavement materials used in the road construction. Importance of soil, aggregate pavement materials. Tests on Soil for pavement construction. Tests on aggregate for pavement construction.
Requirements of soil and aggregates in pavement.
This document discusses earthwork and provides definitions and classifications for different types of soils and rocks encountered during excavation. It describes the measurement and payment terms for earthwork, including lead, lift, and disposal. Safety protocols for excavation works and protections for existing structures and utilities are also outlined. The document provides classifications for different types of soils, rocks, and hard rocks. It describes the process for site clearance, setting out profiles, and taking ground measurements before starting earthwork. Blasting procedures for hard rocks are also summarized.
chloride attack and sulphate attack on concretePratap Shinde
This document discusses chloride and sulfate attack on concrete. Chloride attack is a major cause of reinforcement corrosion, accounting for 40% of structure failures. Chlorides enter concrete through water, cement, aggregates or admixtures and exist in both bound and free forms, with free chlorides causing corrosion. Sulfate attack results in the formation of gypsum and ettringite, increasing concrete volume and causing disintegration. Preventative measures for chloride attack include proper cover, epoxy coatings, and permeability reduction. Sulfate attack can be controlled through the use of sulfate-resistant cement, quality concrete work, and pozzolanas or high alumina cement.
This document discusses runway orientation and configuration. It notes that runway orientation is typically determined based on prevailing wind direction to maximize wind assistance during takeoffs and landings. Two common methods of wind rose analysis are described to evaluate wind data and determine optimal runway orientation. The document also outlines several basic runway configurations including single, parallel, intersecting and open-V runways. Lighting and signage used for runway guidance are briefly mentioned.
Rates Analysis For Calculating Material and Labour for building works ALI HYDER GADHI
The document discusses the analysis of rates for construction items. It provides materials costs, labor costs, and calculations to determine the total rate per unit of different construction works. For example, it calculates that the rate of excavation work is Rs. 9857 per cubic meter based on labor and materials. It also provides an example of determining the materials required for a 10 square meter conglomerate floor with two layers of concrete.
Highway geometric design deals with dimensions and layout of visible features like horizontal and vertical alignments, sight distances, and intersections. Elements of geometric design include cross section, sight distance considerations, horizontal and vertical alignments, and intersections. Cross section elements comprise pavement characteristics, carriageway width, cross slope, median/separator, kerbs, road margins, and formation width. Horizontal alignment design considers factors like design speed, horizontal curves, super elevation, transition curves, pavement widening on curves, and setback distance. Super elevation is provided to counteract centrifugal forces on curves and is limited to a maximum of 7% as per Indian standards.
This document discusses various topics related to railway tracks, including reasons for rail failures, types of rail failures, causes and measurement of creep in rails, methods to correct creep, types of rail joints, requirements of an ideal rail joint, types of rail fastenings, and requirements of sleepers. It provides details on factors that influence rail failure, different types of rail failures such as crushed head, transverse fissure, etc. It also discusses various causes of creep in rails and methods to measure and correct creep, including pulling back rails and using creep anchors.
This document discusses hill roads and their design. It defines a hill road as one with a cross slope of 25% or more. It classifies hill roads based on their terrain and organization. Some key points:
- Hill roads are classified as plain/level, rolling, mountainous, or steep depending on their cross slope which can range from 0-10% to over 60%.
- They are also classified by organizations like BRO and by their use as motor roads, bridle paths, or village tracks.
- Important reasons for hill roads include economic development, industry, forests, tourism, and strategic needs.
- Design considers minimum costs, comfort, stability, drainage, and following geometric standards with easy
Taxiways provide pathways for aircraft movement between parts of an airfield. They include apron taxiways around aircraft parking areas and exit taxiways connecting runways. Design considerations for taxiways include layout, width, longitudinal and transverse gradients, sight distances, safety areas, and separation clearances. Taxiway geometry is specified by standards bodies like ICAO based on airport class. Proper design ensures safe and efficient aircraft ground movements.
This document discusses materials used for repairing and rehabilitating reinforced concrete structures. It covers various repair strategies like load reduction, crack repair, and strengthening of structural elements. It also discusses different types of materials used for surface preparation, corrosion protection, bonding, structural repairs, and other purposes. Key materials mentioned include cement mortars, polymer-modified cement products, epoxies, acrylics, and chemicals. The document provides guidelines on selecting appropriate materials based on properties like shrinkage, bond strength, thermal expansion, and durability. It also outlines various applications of polymer mortars and epoxies in structural repair and rehabilitation work.
This document provides information on flexible pavement design and theory. It discusses the typical layers of a flexible pavement including the surface course, base course, and subgrade. It also outlines several factors that affect pavement design such as wheel load, climate, and material characteristics. Additionally, the document examines failures like fatigue cracking and rutting that pavement design aims to prevent. It provides guidance on mechanistic-empirical design as prescribed by the Indian Roads Congress.
There are four main types of slope failures: plane, wedge, toppling, and rotational. Plane failures occur along planar discontinuities like bedding planes or joints. Wedge failures form when two discontinuity sets intersect perpendicularly to the slope. Toppling failures involve the forward rotation of rock columns about a fixed point. Rotational failures involve movement along a curved failure surface within the soil. Each failure type has specific structural conditions required, such as the dip direction and angle of discontinuities compared to the slope face.
The document summarizes soil testing performed on the site of a proposed rigid pavement project. Tests included determining the Atterberg limits of the soil, which found the liquid limit to be 27%, plastic limit to be 19%, and plasticity index to be 8. Based on these results, the soil was classified. Compaction and California bearing ratio tests were also performed to determine the optimum moisture content and strength of the soil. Survey work including linear measurement, plane table, and leveling was conducted to obtain data on the site dimensions and ground surface levels.
Objective and classification of highway maintenance works. Distresses and maintenance measures in flexible and rigid pavements. Concept of pavement evaluation: Functional and Structural
This document provides an introduction and scope for Section II of the Indian Road Congress's Standard Specifications and Code of Practice for Road Bridges. It discusses the classification of bridges according to their design loadings, including Class 70R, Class AA, Class A, Class B, and Class Special Vehicle loadings. It also provides a brief history of revisions to Section II and lists the personnel on the Loads and Stresses Committee that works on revising this section.
Micheletti & Co. Ltd is a leading civil engineering and construction company in Ghana with over 50 years of experience. The document provides an overview of Micheletti's services, capabilities, projects, and values. It details that Micheletti plans, designs, and builds major infrastructure and building projects in Ghana, including stadiums, hospitals, hotels, and residential complexes. It also emphasizes Micheletti's commitment to quality, safety, innovation, and meeting client needs.
This document describes a vendor document management system implemented at Engineers India Limited. It includes sections on the organization, introduction to the system, features, requirements, and operation details. The system allows vendors to manage documents online through a web interface. It aims to streamline the document exchange process between EIL and its vendors. The document also discusses implementation using Spring Framework and testing security using SSL and Wireshark. It concludes with potential areas for improvement and a bibliography.
Hashir Konnect is a leading infrastructure development firm in Pakistan that started as a small contractor in 2009. It has since grown significantly and completed many large telecom and civil projects for clients like PTCL and NLC. The company's vision is to become a regional leader in infrastructure while delivering high quality projects meeting international standards. Its core values include commitment, integrity, adaptability, continuous learning, trust, and customer satisfaction.
- The Millennium Group of Companies was established in 1996 to support Bumiputra participation in construction and building services in Malaysia.
- Metro Millennium has extensive experience providing engineering, procurement, construction, and commissioning solutions for various building and infrastructure projects since 1996.
- The company aims to be a total solutions provider through setting quality standards and seeking innovative products to deliver value to customers.
This document provides a project report submitted by Aman Kumar Rai for their Bachelor of Technology degree. The report details their 30 day internship experience at the construction site for Unit No. 1 of the 2 x 600 MW North Chennai Thermal Power Station. The report includes an introduction to the Era Infra Engineering company, descriptions of the various site departments and staff, and explanations of 10 different construction tasks and sites the author worked on during their internship, including the weigh bridge, workshop, service building, and more.
This document provides information about a proposed new management complex building for the Department and Faculty of Management at Aligarh Muslim University (AMU) in India. It discusses the brief history of management education at AMU, outlines the key developments and constraints related to the current department, and describes plans for the new complex building. These include selecting an architect, allocating land, forming committees, and fundraising campaigns among alumni worldwide to support the project. The new building aims to provide world-class facilities to help the department become a leading management institute.
NIC Construction Sdn Bhd is a Malaysian construction and property development company incorporated in 2003. It has subsidiaries involved in construction, property development, manufacturing, trading, and power. NIC Construction Sdn Bhd is its core construction subsidiary, incorporated in 1965 and engaged in various infrastructure, commercial, and residential construction projects. The document provides details on NIC's objectives, organization structure, services, completed projects, awards, and contact information.
NIC Construction Sdn Bhd is a Malaysian construction and property development company incorporated in 2003. It has subsidiaries involved in construction, property development, manufacturing, trading, and power. NIC Construction Sdn Bhd is its core construction subsidiary, incorporated in 1965 and engaged in various infrastructure, commercial, and residential construction projects. The document provides details on NIC's objectives, organization structure, services, completed projects, awards, and contact information.
NIC Construction Sdn Bhd is a Malaysian construction and property development company incorporated in 2003. It has subsidiaries involved in construction, property development, manufacturing, trading, and power. NIC Construction Sdn Bhd is its core construction subsidiary, incorporated in 1965 and engaged in various infrastructure, commercial, and residential construction projects. The document provides details on NIC's objectives, organization structure, services, completed projects, awards, and contact information.
QA Software is a leading provider of document management solutions for engineering and construction projects. In this document, the CEO discusses how QA Software has experienced its most successful period to date by providing cloud-based collaboration technology to over 100 infrastructure projects valued at $80 billion. The CEO highlights their team's expertise and continued innovation to simplify document management and enhance their industry-leading products.
The document provides details about the author's six-month internship at Sierra Construction Company. It summarizes the company's profile and projects, including the Reverina Five Star Hotel project where the author worked. The author gained experience in tasks like reinforcement, formwork, leveling works, concreting, taking off quantities, and preparing interim bills. The internship provided valuable practical experience in quantity surveying and construction processes.
Moody International is a leading global technical services organization committed to reducing client risk. It offers asset integrity services, technical inspection services, technical staffing services, management system certification, and consulting and training. It has over 80 offices in 60 countries and top clients include many major oil and gas companies. Services include inspections, audits, staffing solutions, safety training, and management system certification.
The document is a summer internship report submitted by Sunil Kumar detailing his internship from July 6th to July 15th, 2017 at the L&T-SUCG JV Delhi construction site for Phase 3 of the Delhi Metro Rail project. The report provides an overview of the organizations involved in the project (L&T, DMRC, SUCG), safety policies, construction methodology used at the Vasant Vihar metro station site, and details of the internship activities including tunneling, shaft construction, and batching plant operations.
This document summarizes Susom Dutta's internship report from his summer internship in 2014 with Larsen & Toubro Construction's Buildings & Factories division in Kolkata. The report provides an introduction to Larsen & Toubro, including its vision, policies, and the Atmosphere residential project in Kolkata that Dutta worked on. It describes his orientation, training in areas like safety and project management, and responsibilities during the execution of the project like surveys, formwork, and use of plant and machinery. Dutta concludes the report by reflecting on what he learned during the internship experience.
The document summarizes an internship report submitted by Naveen Kumar for his summer internship with Larsen & Toubro Construction from June 23rd to July 22nd 2016. It provides details of the Barapullah elevated corridor project being constructed by L&T from Sarai Kale Khan to Mayur Vihar Phase 1, including project parameters, departments involved, construction methodology, safety measures, and equipment used. It also acknowledges the support received from the internship guide and L&T staff during the training period.
REKAYASA ENGINEERING is an Indonesian engineering firm that provides a range of engineering services including FEED, basic engineering, detailed engineering, field engineering, and EPC services. It was established in 2001 as a subsidiary of REKAYASA INDUSTRI and has grown from a small detailed engineering firm to now employing hundreds of people. The company aims to provide the best engineering services and continuous quality improvement for clients. It has achieved ISO 9001 and OHSAS 18001 certification for its quality and safety management systems. REKAYASA ENGINEERING has successfully completed numerous projects in sectors such as oil and gas, petrochemicals, power plants, fertilizers, and more.
ML Surveyors Sdn. Bhd. is a medium-sized quantity surveying firm established in 1998 in Petaling Jaya, Selangor, Malaysia. The company has grown under the leadership of Managing Director Melvin Lim to become a recognized leader in the construction industry, employing only fully qualified professional staff. ML Surveyors prides itself on providing efficient and high quality services to clients through a team-based structure and frequent project monitoring. The company aims to partner with leading construction firms to transform landscapes through projects like buildings, bridges, and infrastructure developments.
Lakshmi Devi Punnoli is seeking a career opportunity utilizing her skills and knowledge in finance, banking, business, and markets. She has over 10 years of experience in accounting, finance, and auditing roles for various companies in India and the United Arab Emirates. Her experience includes accounts payable, financial reporting, project costing, and internal auditing. She has an MBA in financial management and professional certifications in computer applications and accounting software.
Larsen & Toubro Limited (L&T) is a large Indian engineering, construction, and manufacturing company with international operations. The document discusses L&T's Engineering Construction and Contracts Division (ECC) and its involvement in the Delhi-Agra Road Project. Key details include:
- ECC is India's largest construction organization with over 60 years of experience in infrastructure and other sectors.
- The Delhi-Agra Road Project involves six-laning an existing road, including construction of bridges, underpasses, and flyovers along the route from Delhi to Kolkata.
- The project value is Rs. 2040 crores with a contract duration of 31 months beginning in October 2012. Larsen
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algorithm.
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.
Use PyCharm for remote debugging of WSL on a Windo cf5c162d672e4e58b4dde5d797...shadow0702a
This document serves as a comprehensive step-by-step guide on how to effectively use PyCharm for remote debugging of the Windows Subsystem for Linux (WSL) on a local Windows machine. It meticulously outlines several critical steps in the process, starting with the crucial task of enabling permissions, followed by the installation and configuration of WSL.
The guide then proceeds to explain how to set up the SSH service within the WSL environment, an integral part of the process. Alongside this, it also provides detailed instructions on how to modify the inbound rules of the Windows firewall to facilitate the process, ensuring that there are no connectivity issues that could potentially hinder the debugging process.
The document further emphasizes on the importance of checking the connection between the Windows and WSL environments, providing instructions on how to ensure that the connection is optimal and ready for remote debugging.
It also offers an in-depth guide on how to configure the WSL interpreter and files within the PyCharm environment. This is essential for ensuring that the debugging process is set up correctly and that the program can be run effectively within the WSL terminal.
Additionally, the document provides guidance on how to set up breakpoints for debugging, a fundamental aspect of the debugging process which allows the developer to stop the execution of their code at certain points and inspect their program at those stages.
Finally, the document concludes by providing a link to a reference blog. This blog offers additional information and guidance on configuring the remote Python interpreter in PyCharm, providing the reader with a well-rounded understanding of the process.
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.
artificial intelligence and data science contents.pptxGauravCar
What is artificial intelligence? Artificial intelligence is the ability of a computer or computer-controlled robot to perform tasks that are commonly associated with the intellectual processes characteristic of humans, such as the ability to reason.
› ...
Artificial intelligence (AI) | Definitio
2. In
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International Construction Supplies
In Association with
Infrastructure Preservation Corporation
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International Construction Supplies (“ICS”) is an Australian owned and operated
supplier to the construction industry supplying to over 20 countries from facilities
in the UAE, Australia, Malaysia and India.
The company was established in Brisbane, Australia in 1990 originally to service
the Pre-Stressing and Post-Tensioning sectors.
Today we are a multi-disciplinary company focused on cutting edge construction
technology and solutions which reflect our commitment to value engineering and
total customer support.
About International Construction Supplies ICS
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About International Construction Supplies ICS
Address:
Company located in Ras Al
Khor- Industrial Area II,
29th Street , Dubai, UAE
T: +971 4 320 5466
F: +971 4 333 74 66
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ICS Network Coverage
Australia
ICS Australia Pty
Email: inq-aus@icsglobe.net
Address: 99 Marine Parade, Redcliffe
Qld, 4020, Australia
UAE
International Construction
Supplies LLC
Email : inq-me@icsglobe.net
Address: Ras Al Khor Industrial 3,
Dubai, United Arab Emirates.
PO Box 73476
UK
ICS Europe LTD
Email : inq-eu@icsglobe.net
Address: Kemp House 160 Road,
London,EC1V 2NX, United Kingdom
ICS PT Components Supplies Pvt Ltd
Email : inq-in@icsglobe.net
Address: No. 3, 4th Avenue,
Ashoknagar, Brindavan Extension,
Kodambakkam, Chennai, Tamil Nadu,
600083, India
India
ICS Supplies Sdn Bhd
Email : inq-mly@icsglobe.net
Address: 3-1, Jalan Puteri 4/8, Bandar
Puteri, 47100 Puchong,Selangor D.E,
Malaysia
Malaysia
Bahrain
International Post Tension
Consumables Co. WWL
Email : inq-me@icsglobe.net
Address: Level 22, West Tower,
Bahrain Financial Harbour, King
Faisal Highway, Manama, Bahrain
7. In
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Group Organisation Chart – UAE Operations
David Chisholm
Executive Director
Daniel Chisholm
Managing Director
Cameron Postlewaight
Commercial Director
Commercial Dept.
Suhail Ahmed
Accounts Manager
Accountants
Malika Parveen
Senior Administrator
Quantity Surveyor
Documents Control
Administration /
Support Staff
Design Dept.
Hazem Mostafa
Design Manager
Ayman Saleh
Deputy Design Manage
Design
Engineers
Draftsmen
Luke Broadbent
Operations Director
Operations Dept.
Mohammed Haitham
Construction Manager
Site Engineers
Site Supervisors
/Technicians
Site Labour &
Operatives
Production Dept.
Francy Issac
Technical Manager
Sulthan Ibrahim
Operations Manager
William Florendo
Logistics Manager
Cheytan R.
Maintenance Manager
Technicians & Labour
Divisions
Mazen Abbas Sales
Manger NDT
Inspection Services
A. Abdallah Regional
BDM- Construction
Chemicals
8. In
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Main Executives
Executive Director
DAVID CHISHOLM
Company founder, over 40 years experience in the Post Tensioning
industry covering all disciplines of bridges, buildings and ground
anchoring.
Managing Director
DANIEL CHISHOLM
Over 17 years experience in the Post Tensioning industry covering all
disciplines of bridges, buildings and ground anchoring.
Managing Director of the StrongForce Group.
Commercial Director
CAMERON POSTLEWAIGHT
Over 15 years experience in contract & commercial management, joined
StrongForce over 6 years, experienced with Main Contractor’s and Clients
on major infrastructure projects in excess of USD$1B.
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Main Executives
UAE Bridges & Civil Division Manager at StrongForce
PIERRE PONTHUS
Former Sr. Project Manager and internal expert for Post Tensioning of
bridge projects since 2008, joined StrongForce in 2017 as the General
Manager of the Bridge Division.
Managing Director of Venus Engineering LLC.
MAHDI S. HANNA
Over 25 years experience in construction, concrete repairs, retrofitting
and rehabilitation for various structures. Managing director of VENUS
Engineering since 2007.
Regional Business Development & Sales Manager at CementAid
ABDALLAH ABDALLAH
Hold a Master of Business Administration in Supply Chain & Logistics,
bachelor’s in Civil Engineering, LEED GA, and PQP. Over 11 combined
years of experience in construction and business development.
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Main Executives
Sales Manager NDT Inspections Services at ICS
MAZEN ABBAS
Over 8 years experience in Non-Destructive Testing (MT, PT, ECT, UT and
advanced UT (Phased Array). Completed Ultrasonic Testing UT Level II PCN
qualification. Joined ICS in 2018.
CEO of Infrastructure Preservation Corporation IPC
BILL SEAVEY
Founder & CEO of IPC, over 31 years experience within technology sector.
Having an extensive knowledge of developing and building advanced NDT
and Robotic technologies to inspect the crumbling infrastructure.
Executive Vice President at IPC
DOUG THALER
Doug brings 24 years of business development experience, financial & risk
management and marketing. With a comprehensive of re-engineering
concepts and implementation to enhance bottom line performances.
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Our Group Resources (Middle East)
This experienced team executes a range of services including manufacturing and distribution of
construction accessories, design and build construction services, waterproofing, post tensioning,
structural strengthening and repair, structural assessment and inspection.
ICS currently has more than 200 Employees across several departments. Our highly skilled and
experienced team is broken down as follows:
5 Senior Managers/Directors overseeing the business and all departments and divisions.
Administration Department consisting of 6 employees.
Finance Department consisting of 8 employees.
Commercial Department consisting of 4 employees.
Design Department has 30 Structural and Civil Design Engineers and Draftsmen.
Operations Department consisting of 95 Site Engineers, Site Supervisors & Technicians and a
further 9 Drivers and Operational Support Staff.
More than 50 Technicians and Operators are working in the Production Department.
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ICS - ISO Certification
ICS Quality Management Policy
The ICS Quality Management Policy is to achieve and maintain a high
standard of quality in all aspects of its operation and to continually
satisfy the expectations of our customers in respect of all the services
and products offered.
ICS aims to ensure that the needs of its customers are clearly
understood and met through close liaison at all stages of supply. ICS’s
service is conducted to a high professional standard with technical
and commercial integrity. As such all tasks are executed in the
following manner:
All materials are manufactured in a controlled environment.
Procedures and hold points are set in place to minimize the risk
of failure when manufacturing products.
Regular training is provided to operatives to ensure safety and
quality.
Personnel carry out full and final inspections before dispatch to
ensure only high-quality products are provided to customers.
ICS has been accredited with ISO 9001:2008 Management System for
“Supply and Manufacturing of Post Tension Materials” by a European
certified accreditation body.
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Our Partners
I- StrongForce Post Tension Systems:
Design & Construct Post Tensioning
StrongForce is a multi-national construction company specialising in post-
tensioning and engineering services.
With a strong focus on project delivery StrongForce’s highly skilled in-house
team offer design and construct structural solutions to both the public and
private sectors for both civil and building structures in over ten countries.
Recognised as a market leader, StrongForce brings over 30 years of specialist
experience to the construction industry.
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Our Partners
II- Venus Engineering:
Strengthening & Remedial:
VENUS Engineering is a multi-disciplinary Design & Construct strengthening &
remedial construction company that offers structural engineering solutions
throughout the MENA region.
With a fully integrated in-house team, Venus provide an “end to end” service
including structural design right through to site delivery for concrete repairs,
structural strengthening and rehabilitation works on a wide range of
structures in both the public and private sector.
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Our Services
I- Post Tension Service Division
ICS offers a one stop shop to the Post Tensioned and Pre-Stressed industry,
stocking all consumables and equipment including Anchor Systems, Bar Chairs,
and a range of installation, stressing and grouting equipments.
ICS specializes in the manufacturing of smooth and corrugated post-tensioning
duct/ sheaths for project specific requirements.
The company provides a specialist service and repair centre for all Post
Tensioning plant and equipment including grout pumps, hydraulic jacks and
stressing pumps.
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Our Services
II- Construction Chemical Division- Waterproofed Concrete
Cementaid International Group
ICS has partnered with Cementaid to bring their advanced concrete
admixtures and surface treatments to the MENA market.
As concrete specialists we are uniquely placed to help customers identify how
they can achieve time and cost savings while improving concrete quality,
durability and maintenance.
ICS ensures a total service offering by providing site monitoring assistance for
admixture application, superior logistical support and after-market concrete
rehabilitation/repair capabilities.
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Our Services
III- Non Destructive Testing & Robotic Engineering
Infrastructure Preservation Corporation (IPC) is a complex bridge inspection,
non-destructive testing (NDT) and robotic engineering company.
IPC utilizes advanced non-destructive testing and robotic technology to
produce condition assessment reports that determine the condition and
deterioration of today’s infrastructure.
IPC is working with the Transportation Research Board to introduce a new
wave of robotic inspection technology and practices that improves inspection
results by locating early stage deterioration for repairs.
By utilizing IPC’s proprietary and patented non-destructive evaluation (NDE)
services for infrastructure and bridge inspections, IPC is helping to extend the
life and safety of infrastructure assets worldwide.
18. In
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Infrastructure Preservation Corporation
A nondestructive testing & Infrastructure assessment firm.
Specialist in Bridge & Infrastructure Inspection
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Infrastructure Preservation Corporation IPC
IPC
Mission
IPC is a Professional Services
Nondestructive Testing and robotic
engineering company specializing in
Transportation and Infrastructure
Condition Assessments.
IPC’s mission is to bring advanced &
robotic nondestructive testing
technologies to the Transportation
inspection industry. This will allow
Asset owners to make better
investment decisions for the ultimate
benefit of public safety
Transportation
Infrastructure Inspections
Construction Materials
Testing
Nondestructive Testing
Infrastructure Assessments
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IPC Competitive Advantages
Patented inspection systems providing technology
points in bid evaluation.
Advanced inspection systems that lowers proposal
costs.
NDT inspectors certified in accordance with ASNT
recommended practice.
ASNT Nationally Certified Level III Audit Services.
Certified bridge inspectors.
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IPC Technology Improves Efficiency
Efficiency
Improvement
Improved
safety
Reduction of
traffic closures
Eliminates
need for heavy
equipment
/Bucket Trucks
Project
execution
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Types of Inspection Services we offer
Routine and Special Bridge Inspections (NBIS Inspections).
Ancillary Structure Inspections.
Civil Engineering Inspections.
Construction Engineering Inspections.
Nondestructive Testing.
Advanced Robotic Inspections.
Ground Penetrating Radar Inspections.
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Non-destructive Testing Inspection Services
Dam InspectionRoadway Inspections
Special Inspections Garage Inspections
Bridge Inspections
Construction Inspections
Infrastructure Inspections
ColumnScan® Inspections
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Advanced NDT Services
PoleScan® TendonScan® Cablescan® Crackscan® BridgeScan®
Tensile Load Suspender
Cable Inspections
ColumnScan® RopeScan™
High Mast Light Pole
Repair Robot
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BridgeScan® Inspection Services
BridgeScan® provides a full deck and
approach roadway condition assessment
providing quantitative results that far
exceeds traditional and manual chain
dragging methods.
Replaces Chain Dragging & visual
subjective methods.
Inspections with 100% coverage.
Conducted within the current DOT’s
budgets.
Quantitative data prioritizing future
maintenance activities. OLD METHOD
CHAIN DRAGGING
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BridgeScan® Benefits
Locates delamination and debonding.
Maps reinforcement patterns.
Conducts approach slab deterioration assessment.
Locates voids under approach slab.
Fill density assessment under approach slabs.
Abutment water intrusion assessment through backwall.
Identifies 12 levels of deterioration.
Inspections are performed by bridge inspectors and reviewed by bridge engineers.
27. In
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BridgeScan®
Deck Condition Assessments
Deterioration – Delamination throughout the deck
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BridgeScan®
Deck Condition Assessments
Deterioration – Delamination throughout the deck
Healthy Deck Damaged Deck End of Life Deck
Normal Reinforcement Delamination and debonding
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BridgeScan®
Deck Condition Assessments
Delamination Concrete
Deterioration
BridgeScan provides a more comprehensive deck assessment then traditional chain
dragging method.
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BridgeScan®
IPC’s BridgeScan® goes way beyond
traditional GPR.
This is a complete bridge deck and
approach roadway assessment.
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Bridge Inspection Services
Complex Bridge Inspections:
Full Structural & Fracture Critical Inspections.
In Depth Truss, Gusset Plate & Thickness Inspections.
Cable Stays, Post Tension (PT) System Inspections.
Non-Destructive Testing and Advanced condition assessments with
reporting that far exceeds FHWA and AASHTO guidelines
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CableScan® Inspection Services
OLD METHOD
Cable Stay Bridge Robotic Inspection System
8 minute mount / dismounts.
Portable self contained.
HD Video 1080i 60fps.
Tracks linear and deck horizontal
distances.
Real-time evaluation.
360° viewing.
Redundant power systems.
Battery operated.
Wireless control.
Results are maintained for Future
comparison.
No Lane Closures Required
No Bucket Trucks Required
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CableScan® Benefits
No lane closures with daytime inspection.
Eliminates need for boom trucks.
More accurate than traditional inspection methods.
Safer for both the inspector and the public.
Uses LIDAR to measure length and width of cracks.
Double blind study of an inspection of 84 cables found 1 issue with traditional method.
Recorded video file to monitor deterioration progression over time.
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Magnification of
what was
detected
Sample of
laminar rust
beneath coating
Failed clear coat
/ UV coating
Painted-over
gouges due to
man lift damage
Damage due to
scaffolding
standoff bars
Digital images of elevations ranging between 150 to 1000 ft.
CableScan®
Click to watch the video
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PoleScan® Inspection Services
High Mast Light Pole Robotic Inspection Services
Complete Inspection of:
Pole
Seams
Mast Arms
Luminaries
Anchor Bolts
Foundation
Can lower Luminaries if required
High Mast Light Pole Robotic Repair Services
No lane closures or bucket truck
Sands rust areas and paints OLD METHOD
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PoleScan® Benefits
Takes HD 360 degree video as well as 24mp stills of abnormalities
Takes 4K HD video of the pole, seams, mast arms, luminaries, etc.
Includes ultrasonic testing of anchor bolts.
Keeps video file for future reference. Track deterioration progression over time.
Two man crew per team.. Experienced inspectors using advanced robotic technology
Report reviewed by structural engineer.
39. In
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High Mast Light Pole Inspection Service
High Mast Light Pole Inspection Video –Field Inspection and Repair Services
Click to watch the video
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Drone Inspection Services
Hard To Reach Inspection Locations
Utilizing Drones
High profile structures
Towers
Windmills
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TendonScan® Inspection Services
Magnetic Flux Leakage
Locates and Quantifies Loss of Metallic Area in External PT Tendons Assessments
Robotic Post Tension Tendon Inspection
OLD METHOD
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TendonScan®
Post Tension Tendon Inspection Service
Locates Loss Of Metallic Area In External Post
Tension Tendons.
Bridge inspections and box girder roadways
contain millions of miles of post tension
tendons. These tendons can corrode or fail
over time if not inspected regularly. IPC’s Post
Tension Tendon Inspection service is
comprised of 2 patented devices.
Device 1. Locates Air, Water and Bleeding
Grout inside external post tension tendons.
Device 2. Locates Loss Of Metallic Area inside
external PT Tendons.
Features:
• Portable
• Light Weight
• Wireless
• Battery Operated
• Fast
• Accurate
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CrackScan® Inspection Services
Scans for cracks from over 100 feet away.
No Lane closures.
No lifting trucks required.
More efficient, less expensive and more accurate
than current inspection methods.
Records X and Y coordinates of the cracks as well as
length and width. With advanced angle
compensation
Future inspections allow the asset manager to track
crack progression over time.
Provides 2D and 3D crack maps.
Double blind study of 2 bridges in Nevada where the engineering
firm showed no cracks on 1 bridge and none on another.
IPC located 7 cracks on one and 6 cracks on the other
Manual methods cannot compete with laser technology
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RopeScan™ Robotic Wire Rope Inspections Services
Robotic wire rope inspections. Find section loss without wedging a cable apart utilizing
modern technology and robotics for wire rope inspections & cable assessments. For just
about any cable from bridge suspender cables to mining cables, crane cables and more.
Crane Rope Inspections Wire Rope Inspections Bridge Suspender Cables Oil Rig & Mining Cables
Applications:
49. In
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RopeScan™
Click to watch the video
Benefits of IPC’s wire rope inspection includes:
Lightweight & Portable.
Quantitative Results.
No Lane Closures.
Detailed Reports.
Locates Broken Wires.
Fast Interpretation.
No Bucket Trucks.
Proven Results.
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Laser Vibrometry Inspection Service
Measuring the tensile load of a cable from a distance.
Post analysis software that can calculate the tensile
forces in real time.
Eliminates lane closures and costly man lift devices
Inspects
Cable Stays
Suspender Cables
External Cables
Other Wire Cable Structures
52. In
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ColumnScan® Inspection Service
ColumnScan® is a robotic device that lowers
into bridge columns and performs:
HD 4k video inspection of the column or
shaft and 24 Mp pictures of all anomaly’s.
Visual & Infrared Technologies.
Applications:
Bridge Column Inspections.
Shaft Inspections.
Mining Shaft Inspection Service.
Hydro Electric Dam Inspections.
Refineries.
Transportation Infrastructure.
Click to watch the video
54. In
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ColumnScan® benefits
Safer environment for inspectors.
No need to rent expensive equipment.
More comprehensive inspection data.
Full video inspection for future comparisons.
Articulating arms for full directional control.
Lighting system and Infrared Technology for comprehensive data.
55. In
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Advantages of using IPC’s Services
Provide remarkable details of
quantitative data.
Why
Choose
IPC ?
01
02
03
04
05
Remarkable Quantitative Data
Action Plan For repairs
Extend Asset Life
Reduce lane closures
Cost Savings
Enable transportation agencies to make better
budgetary decisions.
Extend service life of critical infrastructure assets.
Allow for inspections to be conducted with
minimal lane closures or heavy equipment.
Services provided are within the agency’s
current maintenance budgets.
IPC Inspection services are safer for
both the inspector and traveling public
than any other Inspection method.
06 Conduct a safer inspectionSafety
First
07 Exceeds AASHTO & FHWA Requirements