The Ohio Department of Transportation uses longitudinal diamond grooving on asphalt pavements as well as concrete to improve safety, as research has shown it reduces hydroplaning risks and accident rates. ODOT tested grooving on sections of asphalt highways and found it improved skid resistance up to 50% in some areas and reduced crash rates. Based on the success of grooving tests on several highways, ODOT now specifies grooving for certain asphalt pavements known to have safety issues in wet conditions.
News on Intelligent Tire Technoloies - Smart Tire Materials - Innovation in T...Automotive IQ
Our ITT 2015 will bring together relevant stakeholders to ensure maximum knowledge transfer and professional exchange between 17 - 19 November, 2015 at the Hotel Kempinski Taschenbergpalais in Dresden, Germany. During a full three-days-program with 2 conference days and 4 workshops you will meet international experts from OEMs, suppliers, and academia to discuss, hear and learn about their experiences and challenges in the fields of Intelligent Tire Technology.
Take a look at our conference agenda here:
http://bit.ly/Tires_SP_Agenda
After the onset of monsoons, development of potholes on roads and streets of India is a common phenomenon. Quite often, potholes are repaired with antiquated techniques such as placing soil or bare aggregate in the pothole because no hot mix asphalt is available during monsoons. But techniques are not reliable these days because they require large amount of time and the quality of repairing is also not up to the mark. Traditional pothole filling techniques take a lot of manpower and a lot of heavy machinery, which is an expensive process. Due to non-repairing of potholes on time many of accidents and traffic congestion takes place every year. In 2016, nearly 1,50,000 deaths were caused by road accidents in India. Out of these, 2,424 deaths in road accidents were caused by potholes. Apart from deaths, they cause several accidents leading to major and minor injuries, and delay in travel time Pothole is a failure in an asphalt pavement when there is water present in the underlying soil which weakens the supporting soil, and then traffic around affected area fatigues and breaks the asphalt surface. Failure in pavements takes place because of shearing, loading and deflection of materials. Which is the result of the action of traffic, poor support, and adverse atmospheric condition. In this paper different methods which are used for repairing potholes are described and best suitable method is selected based on the costing and quality parameters.
Lowered crash risk with banked curves designed for heavy trucks, granlund et ...Johan Granlund
Slides from the presentation at HVTT13 in San Luis (Argentina) of our paper with the same title. Note that the full paper is available here at Slideshare.
The Challenge: Construction of the new $9-billion Mexico City International Airport. Located on Former Lake Texcoco, the soil is very poor, saturated and swampy.
Watch this webinar to learn all about this challenge, and about a solution enabling to build the high performing airport carrying heavy loads on problematic soil.
Amtrak: Soil Stabilization for High Speed Hilit Noy
Learn how the U.S Department of Transportation and Amtrak railways were able to extend maintenance cycles by 7 times and avoid speed limitations, using PRS Neoloy Geocells for railway stabilization.
News on Intelligent Tire Technoloies - Smart Tire Materials - Innovation in T...Automotive IQ
Our ITT 2015 will bring together relevant stakeholders to ensure maximum knowledge transfer and professional exchange between 17 - 19 November, 2015 at the Hotel Kempinski Taschenbergpalais in Dresden, Germany. During a full three-days-program with 2 conference days and 4 workshops you will meet international experts from OEMs, suppliers, and academia to discuss, hear and learn about their experiences and challenges in the fields of Intelligent Tire Technology.
Take a look at our conference agenda here:
http://bit.ly/Tires_SP_Agenda
After the onset of monsoons, development of potholes on roads and streets of India is a common phenomenon. Quite often, potholes are repaired with antiquated techniques such as placing soil or bare aggregate in the pothole because no hot mix asphalt is available during monsoons. But techniques are not reliable these days because they require large amount of time and the quality of repairing is also not up to the mark. Traditional pothole filling techniques take a lot of manpower and a lot of heavy machinery, which is an expensive process. Due to non-repairing of potholes on time many of accidents and traffic congestion takes place every year. In 2016, nearly 1,50,000 deaths were caused by road accidents in India. Out of these, 2,424 deaths in road accidents were caused by potholes. Apart from deaths, they cause several accidents leading to major and minor injuries, and delay in travel time Pothole is a failure in an asphalt pavement when there is water present in the underlying soil which weakens the supporting soil, and then traffic around affected area fatigues and breaks the asphalt surface. Failure in pavements takes place because of shearing, loading and deflection of materials. Which is the result of the action of traffic, poor support, and adverse atmospheric condition. In this paper different methods which are used for repairing potholes are described and best suitable method is selected based on the costing and quality parameters.
Lowered crash risk with banked curves designed for heavy trucks, granlund et ...Johan Granlund
Slides from the presentation at HVTT13 in San Luis (Argentina) of our paper with the same title. Note that the full paper is available here at Slideshare.
The Challenge: Construction of the new $9-billion Mexico City International Airport. Located on Former Lake Texcoco, the soil is very poor, saturated and swampy.
Watch this webinar to learn all about this challenge, and about a solution enabling to build the high performing airport carrying heavy loads on problematic soil.
Amtrak: Soil Stabilization for High Speed Hilit Noy
Learn how the U.S Department of Transportation and Amtrak railways were able to extend maintenance cycles by 7 times and avoid speed limitations, using PRS Neoloy Geocells for railway stabilization.
The Ohio DOT specifies longitudinal diamond grooving (which helps reduce hydroplaning, increases drainage at the tire/pavement interface and aids in vehicle control) on concrete bridge decks. The superior safety performance encouraged the department to use the technique on several sections of asphalt pavement.
Fe Analysis of Effect of Tyre Overload and Inflation Pressure on Rolling Loss...IJERA Editor
Rolling loss or rolling resistance is an ever important property for the tyre and automotive industries because of its
practical implication. Fuel consumption and tyre rolling loss in all types of automobiles have become increasingly
important because of adverse environmental effects (air pollution and global warming) and economic costs (high
petroleum price).
In this thesis, the effect of rolling resistance and overload on fuel consumption of automobile car tyres is discussed.
The investigations are made on two tyre models of automobile cars Skoda Rapid and Ford Classic. Theoretical
calculations are also done to determine the rolling resistance due to inflation pressure. The default weight is
considered for 5 persons and also the tyre overload is considered by taking 6 and 7 people’s weight.
Evaluation of Flexible Pavement Failures-A Case Study on Izki RoadIJAEMSJORNAL
Pavement is a multi-layer system that distributes the vehicular loads over a larger area. It helps to make them durable and able to withstand traffic and the environment. Pavement consists of three basic layers the first layer is Sub grade (Gravel) which is the foundation layer, the second layer is sub base (layer Assistant foundation) and the top layer is base (a layer of pavement) which consists of Bituminous Carpet + Bituminous Macadam. Cracking of pavement is a defect that appears in the top layer of the road. Pavement can be under compression and tension at the same time, but in different directions. While a tire compresses a pavement downward, it forms a deflection basin which causes the pavement to go into tension in both horizontal directions. If the pavement is not strong enough, the asphalt is stretched too far, which separates and a crack forms in the wheel track. A crack may also form between the wheel tracks. The maintenance of roads means protecting, restoration and strengthening of all elements of the road to maintain sustainability of the road. Road maintenance also includes additional work that is necessary in order to raise the level of performance and reach the best level of safety and comfort for the road users. Roads are high-cost investments and need constant maintenance so that these investments continue to perform as required. Therefore, care must be taken to maintain the roads in optimum maintenance and in a scientific manner. The aim of this Study is to identify the most common types of cracks and defects which occur in Izki road and suggest suitable option for maintenance. The objectives are to identify different types of cracks & defects, to find out the different reasons that cause defects and cracks in Izki road and to suggest suitable maintenance methods. A 2km length of the road was selected for the study. Survey was carried out and the reasons for cracking and other failures in pavement were studied. Finally, the required maintenance solution for each type of failures was identified and the best maintenance option was selected.
Effect of Tyre Overload and Inflation Pressure on Rolling Loss (resistance) a...ijceronline
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.
Transportation Term PaperDiverging Diamond Interch.docxturveycharlyn
Transportation
Term Paper
Diverging Diamond Interchanges
Table of Contents
Abstract Page 3
Introduction Page 3
Current Interchanges Page 3
Diverging Diamond Interchange Page 4
Traffic Studies Page 5
Future Development Page 6
Conclusion Page 6
References Page 7
Abstract
Introduction
Traffic, we all have experienced the headaches it brings. At an intersection is where the potential conflict is most likely to occur, especially between two major traffic arteries. The goal of traffic engineering is to provide the most efficient means of alleviating the traffic conflicts. However, in areas with increasing traffic demands that the traditional methods have been insufficient in dealing with the higher traffic. Therefore a new intersection design was developed known as the diverging diamond interchange. The diverging diamond interchange utilizes channelization and a crisscross lane pattern to reduce traffic conflict points. Studies have shown that commuters using a diverging diamond interchange feel safer than they do using traditional interchanges. Along with being safer, the diverging diamond interchange is more cost effective than alternative interchanges by utilizing existing infrastructure for its design.
Current Interchanges
Interchanges are a specific classification of intersections which are constructed to provide un-interrupted flow for crossing traffic by changing the elevation between the roadways. Due to this, ramps are required to connect the crossing traffic and allow turning from one to the other. In the usual interchange traffic wanting to turn left has to cross oncoming traffic to enter or exit a ramp perpendicular to vehicle’s current direction. Therefore a left turning vehicle is at a greater risk getting involved in a serious collision when crossing oncoming traffic that may result in fatalities then the through or right turning traffic. Majority of the fatal crashes at an interchange occur from the unprotected left turn.
There are measures of left turn protection with minimal altercations to the design of the intersection. Designing an intersection with left turn protection adds additional cycles to the traffic signal providing more green time for left turning traffic and prevents oncoming traffic from moving. Also, when necessary, extra left turn lanes may be required storage isolating the through traffic. However, a longer cycle length due to left turn protection causes its own problems, in high traffic interchanges. This is because there is longer red time for traffic in other directions when the left turn cycles are added to at an intersection.
Furthermore, when there is too great of a demand for any particular interchange another issue arises, traffic can become backed up causing a delay even after adjusting the signal timing. Traffic backed up at one intersection far enough will affect the traffic flow at other intersection ...
Hvtt13 granlund et al lowered crash risk with banked curves designed for heav...Johan Granlund
Outer-curves are banked into superelevation in order to reduce the crash risk due to high demand for side friction between tyres and road. Road design codes use analysis of cornering forces acting on a point-mass model of a vehicle, where the Centre-of-Gravity (CoG) is assumed to be located at the tyre footprint. This may be relevant for low passenger cars. The scope here was to investigate the need for superelevation for heavy goods vehicles (HGV) with high CoG. The study used a vehicle model including both vertical and lateral position of CoG, as well as road split friction under left/right wheels. The results showed that superelevation demand increases with height and lateral displacement of CoG, and peaks when the curve is more slippery under outer wheels than under inner wheels. A conclusion was that the traditional point-mass “car model” can underestimate the superelevation needed for safe HGV operations. The paper recommends some improvements in road design codes for new curves, as well as some actions to improve safety in existing curves.
Uncontrolled water ingress, especially water from a pavement’s surface, contributes to multiple types of pavement distress. It can lead to spalling, base or subgrade softening, dowel bar corrosion, pavement joint blow-ups and/or materials-related distress.
There are two stitching methods used to repair and strengthen longitudinal cracks or joints in concrete pavement. The first, and most common, is cross-stitching. Cross-stitching uses deformed tie bars epoxied or grouted into holes drilled at an angle through a crack or joint. The second, slot-stitching, uses deformed tie bars grouted into slots cut across a joint or crack. Each technique is beneficial for certain circumstances. Recommendations on where to use these methods are outlined in this special report.
The Ohio DOT specifies longitudinal diamond grooving (which helps reduce hydroplaning, increases drainage at the tire/pavement interface and aids in vehicle control) on concrete bridge decks. The superior safety performance encouraged the department to use the technique on several sections of asphalt pavement.
Fe Analysis of Effect of Tyre Overload and Inflation Pressure on Rolling Loss...IJERA Editor
Rolling loss or rolling resistance is an ever important property for the tyre and automotive industries because of its
practical implication. Fuel consumption and tyre rolling loss in all types of automobiles have become increasingly
important because of adverse environmental effects (air pollution and global warming) and economic costs (high
petroleum price).
In this thesis, the effect of rolling resistance and overload on fuel consumption of automobile car tyres is discussed.
The investigations are made on two tyre models of automobile cars Skoda Rapid and Ford Classic. Theoretical
calculations are also done to determine the rolling resistance due to inflation pressure. The default weight is
considered for 5 persons and also the tyre overload is considered by taking 6 and 7 people’s weight.
Evaluation of Flexible Pavement Failures-A Case Study on Izki RoadIJAEMSJORNAL
Pavement is a multi-layer system that distributes the vehicular loads over a larger area. It helps to make them durable and able to withstand traffic and the environment. Pavement consists of three basic layers the first layer is Sub grade (Gravel) which is the foundation layer, the second layer is sub base (layer Assistant foundation) and the top layer is base (a layer of pavement) which consists of Bituminous Carpet + Bituminous Macadam. Cracking of pavement is a defect that appears in the top layer of the road. Pavement can be under compression and tension at the same time, but in different directions. While a tire compresses a pavement downward, it forms a deflection basin which causes the pavement to go into tension in both horizontal directions. If the pavement is not strong enough, the asphalt is stretched too far, which separates and a crack forms in the wheel track. A crack may also form between the wheel tracks. The maintenance of roads means protecting, restoration and strengthening of all elements of the road to maintain sustainability of the road. Road maintenance also includes additional work that is necessary in order to raise the level of performance and reach the best level of safety and comfort for the road users. Roads are high-cost investments and need constant maintenance so that these investments continue to perform as required. Therefore, care must be taken to maintain the roads in optimum maintenance and in a scientific manner. The aim of this Study is to identify the most common types of cracks and defects which occur in Izki road and suggest suitable option for maintenance. The objectives are to identify different types of cracks & defects, to find out the different reasons that cause defects and cracks in Izki road and to suggest suitable maintenance methods. A 2km length of the road was selected for the study. Survey was carried out and the reasons for cracking and other failures in pavement were studied. Finally, the required maintenance solution for each type of failures was identified and the best maintenance option was selected.
Effect of Tyre Overload and Inflation Pressure on Rolling Loss (resistance) a...ijceronline
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.
Transportation Term PaperDiverging Diamond Interch.docxturveycharlyn
Transportation
Term Paper
Diverging Diamond Interchanges
Table of Contents
Abstract Page 3
Introduction Page 3
Current Interchanges Page 3
Diverging Diamond Interchange Page 4
Traffic Studies Page 5
Future Development Page 6
Conclusion Page 6
References Page 7
Abstract
Introduction
Traffic, we all have experienced the headaches it brings. At an intersection is where the potential conflict is most likely to occur, especially between two major traffic arteries. The goal of traffic engineering is to provide the most efficient means of alleviating the traffic conflicts. However, in areas with increasing traffic demands that the traditional methods have been insufficient in dealing with the higher traffic. Therefore a new intersection design was developed known as the diverging diamond interchange. The diverging diamond interchange utilizes channelization and a crisscross lane pattern to reduce traffic conflict points. Studies have shown that commuters using a diverging diamond interchange feel safer than they do using traditional interchanges. Along with being safer, the diverging diamond interchange is more cost effective than alternative interchanges by utilizing existing infrastructure for its design.
Current Interchanges
Interchanges are a specific classification of intersections which are constructed to provide un-interrupted flow for crossing traffic by changing the elevation between the roadways. Due to this, ramps are required to connect the crossing traffic and allow turning from one to the other. In the usual interchange traffic wanting to turn left has to cross oncoming traffic to enter or exit a ramp perpendicular to vehicle’s current direction. Therefore a left turning vehicle is at a greater risk getting involved in a serious collision when crossing oncoming traffic that may result in fatalities then the through or right turning traffic. Majority of the fatal crashes at an interchange occur from the unprotected left turn.
There are measures of left turn protection with minimal altercations to the design of the intersection. Designing an intersection with left turn protection adds additional cycles to the traffic signal providing more green time for left turning traffic and prevents oncoming traffic from moving. Also, when necessary, extra left turn lanes may be required storage isolating the through traffic. However, a longer cycle length due to left turn protection causes its own problems, in high traffic interchanges. This is because there is longer red time for traffic in other directions when the left turn cycles are added to at an intersection.
Furthermore, when there is too great of a demand for any particular interchange another issue arises, traffic can become backed up causing a delay even after adjusting the signal timing. Traffic backed up at one intersection far enough will affect the traffic flow at other intersection ...
Hvtt13 granlund et al lowered crash risk with banked curves designed for heav...Johan Granlund
Outer-curves are banked into superelevation in order to reduce the crash risk due to high demand for side friction between tyres and road. Road design codes use analysis of cornering forces acting on a point-mass model of a vehicle, where the Centre-of-Gravity (CoG) is assumed to be located at the tyre footprint. This may be relevant for low passenger cars. The scope here was to investigate the need for superelevation for heavy goods vehicles (HGV) with high CoG. The study used a vehicle model including both vertical and lateral position of CoG, as well as road split friction under left/right wheels. The results showed that superelevation demand increases with height and lateral displacement of CoG, and peaks when the curve is more slippery under outer wheels than under inner wheels. A conclusion was that the traditional point-mass “car model” can underestimate the superelevation needed for safe HGV operations. The paper recommends some improvements in road design codes for new curves, as well as some actions to improve safety in existing curves.
Uncontrolled water ingress, especially water from a pavement’s surface, contributes to multiple types of pavement distress. It can lead to spalling, base or subgrade softening, dowel bar corrosion, pavement joint blow-ups and/or materials-related distress.
There are two stitching methods used to repair and strengthen longitudinal cracks or joints in concrete pavement. The first, and most common, is cross-stitching. Cross-stitching uses deformed tie bars epoxied or grouted into holes drilled at an angle through a crack or joint. The second, slot-stitching, uses deformed tie bars grouted into slots cut across a joint or crack. Each technique is beneficial for certain circumstances. Recommendations on where to use these methods are outlined in this special report.
DOWEL BAR RETROFIT (DBR) is a Concrete Pavement Preservation (CPP) tool that restores load transfer across joints and cracks by installing dowel bars linking the adjoining slabs. By linking slabs, the traffic load is shared, preventing differential vertical movement of the slabs at the joints and cracks, thereby eliminating the formation of faults or stepoffs. It is these faults that cause the rough ride and wheel slap that is sensed when traveling on a concrete roadway that has lost its ability to transfer load from one panel to the next.
Diamond grinding and patching on U.S. 67 in Arkansas exemplifies how CPP can extend the life of a concrete pavement while improving its functionality. The restored pavement was smoother than it was on the day it was built—and this was all for a price less than that of a standard asphalt overlay.
It has consistently been found that slurry has no negative effect on roadside vegetation or soil; in fact, it has agricultural liming potential. If CGR slurry deposited along roadsides can be utilized as a liming agent, it can promote plant health while minimizing the costs associated with hauling slurry off-site for disposal—a win-win situation for all involved.
The Next Generation Concrete Surface (NGCS) and its smooth, low noise, high friction surface is a perfect fit for the road building and maintenance challenges we see across the globe.
When Houston's Katy Freeway reopened after construction in 2009, increased vehicle speeds and transversely tined pavement surfaces created a noise level that was unacceptable to residents of surrounding villages. Funding was secured not only from TxDOT but also from the City of Houston and four villages. Transverse grooving was removed and NGCS was installed, improving noise significantly.
For most concrete pavements, proactively sealing or filling transverse and longitudinal joints improves long-term pavement performance. These procedures reduce water penetration, which can lead to erosion and subsequent pavement damage, and also reduce entry into the joint of incompressibles that exert pressure on the pavement.
In the past, concrete pavements were associated with increased tire/pavement noise. In recent years, however, the Next Generation Concrete Surface (NGCS) has provided quieter travel, increased friction and improved ride. The innovative texture provides for a smoother, more uniform ride. Diamond grinding provides increased macro-texture, creating a safer road in wet weather conditions.Tests have shown a decrease in tire/pavement noise by 75%.
CPP has long been used on deteriorated highways, but it also offers an alternative to asphalt overlays when rehabilitating city streets constructed of concrete. Minneapolis’s renewed pavements are expected to last another 25 years, making the total lifespan of the concrete streets 65-70 years. With only one major preservation cycle during that timeframe, this translates into a very low annual cost for concrete city streets.
More from International Grooving & Grinding Association (11)
Quality defects in TMT Bars, Possible causes and Potential Solutions.PrashantGoswami42
Maintaining high-quality standards in the production of TMT bars is crucial for ensuring structural integrity in construction. Addressing common defects through careful monitoring, standardized processes, and advanced technology can significantly improve the quality of TMT bars. Continuous training and adherence to quality control measures will also play a pivotal role in minimizing these defects.
Democratizing Fuzzing at Scale by Abhishek Aryaabh.arya
Presented at NUS: Fuzzing and Software Security Summer School 2024
This keynote talks about the democratization of fuzzing at scale, highlighting the collaboration between open source communities, academia, and industry to advance the field of fuzzing. It delves into the history of fuzzing, the development of scalable fuzzing platforms, and the empowerment of community-driven research. The talk will further discuss recent advancements leveraging AI/ML and offer insights into the future evolution of the fuzzing landscape.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
Forklift Classes Overview by Intella PartsIntella Parts
Discover the different forklift classes and their specific applications. Learn how to choose the right forklift for your needs to ensure safety, efficiency, and compliance in your operations.
For more technical information, visit our website https://intellaparts.com
Automobile Management System Project Report.pdfKamal Acharya
The proposed project is developed to manage the automobile in the automobile dealer company. The main module in this project is login, automobile management, customer management, sales, complaints and reports. The first module is the login. The automobile showroom owner should login to the project for usage. The username and password are verified and if it is correct, next form opens. If the username and password are not correct, it shows the error message.
When a customer search for a automobile, if the automobile is available, they will be taken to a page that shows the details of the automobile including automobile name, automobile ID, quantity, price etc. “Automobile Management System” is useful for maintaining automobiles, customers effectively and hence helps for establishing good relation between customer and automobile organization. It contains various customized modules for effectively maintaining automobiles and stock information accurately and safely.
When the automobile is sold to the customer, stock will be reduced automatically. When a new purchase is made, stock will be increased automatically. While selecting automobiles for sale, the proposed software will automatically check for total number of available stock of that particular item, if the total stock of that particular item is less than 5, software will notify the user to purchase the particular item.
Also when the user tries to sale items which are not in stock, the system will prompt the user that the stock is not enough. Customers of this system can search for a automobile; can purchase a automobile easily by selecting fast. On the other hand the stock of automobiles can be maintained perfectly by the automobile shop manager overcoming the drawbacks of existing system.
TECHNICAL TRAINING MANUAL GENERAL FAMILIARIZATION COURSEDuvanRamosGarzon1
AIRCRAFT GENERAL
The Single Aisle is the most advanced family aircraft in service today, with fly-by-wire flight controls.
The A318, A319, A320 and A321 are twin-engine subsonic medium range aircraft.
The family offers a choice of engines
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
1. ODOT GROOVES
ASPHALT FOR SAFETY
THE OHIO DEPARTMENT OF TRANSPORTATION (ODOT) USES LONGITUDINAL DIAMOND
GROOVING FOR SAFETY ON ASPHALT AS WELL AS CONCRETE PAVEMENTS.
Photo courtesy ODOT
2. Longitudinal Grooving: Not Just for Concrete Anymore
ODOT has specified
longitudinal diamond
grooving for concrete
bridge decks, both new
construction and overlays,
since 2012.
Photo courtesy ODOT
3. What is Grooving?
Grooving involves cutting
narrow, discrete grooves into
the pavement surface and has
been shown to reduce
hydroplaning risks, increase
drainage at the tire/pavement
interface and aid in a vehicle’s
control. Statistics show a clear
relationship between
longitudinally grooved surfaces
and a reduction in accident
rates.
Photo courtesy Hexacon Inc.
4. Safety for ALL Road Surfaces
Ohio has only 2-3% concrete pavements in the state system. Composite pavements
(asphalt over brick or concrete) represent 45-48%, and the remainder is full-depth
asphalt.
Because of the superior safety performance of their grooved concrete bridge decks,
ODOT tested grooving on several sections of asphalt pavement beginning in 2013.
Photo courtesy ODOT
5. The Grooving Advantage
Costs less than overlays
Long-term, low-
maintenance solution
Excellent skid test results
Work can be performed
year-round, even in low
(although not freezing)
temperatures
Minimal traffic disruption
during construction
Photo courtesy ODOT
6. Superior Traction and Stability
Research shows that tire treads embed in longitudinal grooves and are then able to
resist a vehicle’s lateral motion, providing additional stability in both wet and dry
conditions.
Photo courtesy Pixabay
7. Asphalt Grooving Research in Ohio
ODOT installed grooving at
three locations:
SR 126 in Hamilton
County
I-90 in Cuyahoga County
I-75 in Montgomery
County
BOCA Construction of
Norwalk, Ohio performed all
grooving.
Photo courtesy ODOT
8. SR 126 in Hamilton County
Crash analysis of a mile-long S-
curve showed fixed-object/run-
off-the road crashes in wet
conditions.
Skid test revealed concentrated
areas of concern.
Previous milling had not improved
conditions, so ODOT chose to
perform grooving.
Skid numbers showed nearly a 50
percent improvement in SN 40
smooth tire values after grooving.
Crash rates were reduced after
grooving.
Photo courtesy ODOT
9. I-90 Innerbelt Curve in Cuyahoga County
Accidents occurred in
eastbound and westbound
directions of the curve.
A 12.5-mm Superpave mix,
with high-grade binder and
high-quality course aggregate,
had been installed in 2014 to
improve friction.
Photo courtesy Pixabay
10. I-90 Innerbelt Curve in Cuyahoga County (continued)
In 2015, a longitudinal
diamond grooved test section
was installed on the
westbound lanes to improve
macrotexture, reduce hydro-
planing and extend the life of
the 2014 surface.
The diamond grooved section
improved the average SN 40
smooth tire skid value by more
than 50 percent, increasing it
to 1.5 times its previous value.
Photo courtesy ODOT
11. I-75 in Montgomery County
Commercial trucks had a
higher-than-expected crash
rate on a heavily traveled high-
speed zone with multiple
curves.
Macrotexture was determined
to require improvement.
In June 2013, grooving was
performed on two lane miles.
Photo courtesy BOCA Construction
12. I-75 in Montgomery County (continued)
ODOT modified the state's bridge
deck grooving specifications to
better suit its use on asphalt,
making grooves slightly wider and
deeper than those in concrete, to
prevent asphalt grooves from
collapsing and deformation due to
the heavy traffic.
Crash data demonstrated that
grooving significantly reduced
crash incidents.
The diamond grooved section
improved the average SN 40
smooth tire value by more than 70
percent, increasing it to 1.7 times
its previous value.
Photo courtesy ODOT
13. An Effective Solution
"Covering the surface with overlays is more costly than treatments
that reuse the existing surface. In many applications, particularly
when we're looking for a long-term solution, grooving and grinding
is the desirable option."
-- Brian Schleppi, Highway Infrastructure Management supervisor with the ODOT
Office of Technical Services
"The District milled this location in 2010 and the wet crash trend
continued, so we chose to groove it since the milling did not
work previously. Diamond grooving and grinding have been
shown to improve the friction of a location (as well as ride and
noise) over other methods. Since this section of SR 126 showed
a lack of macrotexture from the skid test results, the diamond
grooving option was selected.“
-- Brianne Hetzel, assistant traffic studies engineer with ODOT District 8
14. An Effective Solution
"Transportation engineers have used longitudinal grooving to reduce accidents
and improve wet weather traction for decades on concrete surfaced
pavements. CALTRANS [the California Highway Department] documented a
nearly 70 percent reduction in wet weather accidents after installing safety
grooving dating back to the early 1970s. Applying these treatments to asphalt-
surfaced roadways has been increasing in recent years due to its effectiveness,
low cost and minimal traffic disruption during construction. It is very
encouraging to see ODOT continue to seek innovative, cost-competitive
solutions in their pursuit to provide Ohio motorists with a safe, comfortable
and sustainable transportation network.”
-- John Roberts, executive director of the International Grooving & Grinding Association (IGGA)
15. Contact the IGGA today to learn more.
Read more about ODOT’s highway grooving in Public Works magazine
and Roads & Bridges magazine.