As Warm Mix Asphalt (WMA) moves into the mainstream, hear the latest research on WMA performance from the respected National Center for Asphalt Technology, which puts various pavement technologies to the test under live traffic on a test track in Alabama.
Warm Mix Asphalt training documents provided by the National Center for Asphalt Technology (NCAT) for classes held June 26 & 27, 2013 in California, sponsored by the California Asphalt Pavement Association (CalAPA).
Two design methods were used to quantify the improvements of using geotextiles in pavements. In this study, a comprehensive life cycle cost analysis framework was developed and used to quantify the initial and the future cost of 25 representative low volume road design alternatives. A 50 year analysis cycle was used to compute the cost-effectiveness ratio when geotextiled is used for the design methods. The effects of three flexible pavement design parameters were evaluated; and their impact on the results was investigated.
Warm Mix Asphalt training documents provided by the National Center for Asphalt Technology (NCAT) for classes held June 26 & 27, 2013 in California, sponsored by the California Asphalt Pavement Association (CalAPA).
Two design methods were used to quantify the improvements of using geotextiles in pavements. In this study, a comprehensive life cycle cost analysis framework was developed and used to quantify the initial and the future cost of 25 representative low volume road design alternatives. A 50 year analysis cycle was used to compute the cost-effectiveness ratio when geotextiled is used for the design methods. The effects of three flexible pavement design parameters were evaluated; and their impact on the results was investigated.
CIVIL SEMINAR REPORT :USE OF GEOGRIDS IN FLEXIBLE PAVEMENT. Geogrids can also prevent aggregate penetration into the subgrade, depending on the ability of the geogrid to confine and prevent lateral displacement of the base/sub-base. However, the geogrid does not prevent intrusion of subgrade soils up into the base/sub-base course,...
flexible pavement ppt
flexible pavement vs rigid pavement
rigid pavement
flexible pavement materials
flexible pavement design
flexible pavement of road construction
types of rigid pavements
flexible pavement construction
interesting civil engineering topics
civil engineering topics for presentation
civil seminar topics ppt
civil engineering seminar topics 2018
best seminar topics for civil engineering
seminar topics pdf
seminar topics for mechanical engineers
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This ppt is about the cold mix asphalt. Some of its advantages and disadvantages over hot mix asphalt. Also some discussion about the test conducted on the cold mix asphalt and the result of it. And also discuss about the conclusion of above.
Dense Bituminous Macadam (DBM) is a binder course used for roads with more number of heavy commercial vehicles and a close-graded premix material having a voids content of 5-10 per cent.
1. By studying the test results obtained by the researchers of the conventional bitumen and the crumb rubber modified bitumen it is concluded that the penetration value and the softening value of the conventional bitumen can be improved significantly by modifying it with addition of the crumb rubber which is a major environment pollutant.
2. It is observed by the researchers that the sample prepared using crumb rubber size (600μm-300μm) gives the highest stability value , minimum air voids ,minimum flow value, maximum unit weight and minimum VMA and VFB % values. So the best size to be used for
crumb rubber modifications can be suggested as ( 600μm- 300μm) size for commercial
production of crumb rubber.
3. As a result, and from an environmental and economic point of view, the use of both CR and PUF instead of virgin polymer modifiers is possible and preferable recycling method for these wastes, resulting in cost savings, lower energy consumption and lower environmental pollution.
Presentation delivered March 4, 2015 by Amir Ghavibazoo, Ph.D., at the California Asphalt Pavement Association joint Los Angeles-High Desert Technical Committee meeting in Fontana.
CIVIL SEMINAR REPORT :USE OF GEOGRIDS IN FLEXIBLE PAVEMENT. Geogrids can also prevent aggregate penetration into the subgrade, depending on the ability of the geogrid to confine and prevent lateral displacement of the base/sub-base. However, the geogrid does not prevent intrusion of subgrade soils up into the base/sub-base course,...
flexible pavement ppt
flexible pavement vs rigid pavement
rigid pavement
flexible pavement materials
flexible pavement design
flexible pavement of road construction
types of rigid pavements
flexible pavement construction
interesting civil engineering topics
civil engineering topics for presentation
civil seminar topics ppt
civil engineering seminar topics 2018
best seminar topics for civil engineering
seminar topics pdf
seminar topics for mechanical engineers
seminar topic for civil engineering pdf
This ppt is about the cold mix asphalt. Some of its advantages and disadvantages over hot mix asphalt. Also some discussion about the test conducted on the cold mix asphalt and the result of it. And also discuss about the conclusion of above.
Dense Bituminous Macadam (DBM) is a binder course used for roads with more number of heavy commercial vehicles and a close-graded premix material having a voids content of 5-10 per cent.
1. By studying the test results obtained by the researchers of the conventional bitumen and the crumb rubber modified bitumen it is concluded that the penetration value and the softening value of the conventional bitumen can be improved significantly by modifying it with addition of the crumb rubber which is a major environment pollutant.
2. It is observed by the researchers that the sample prepared using crumb rubber size (600μm-300μm) gives the highest stability value , minimum air voids ,minimum flow value, maximum unit weight and minimum VMA and VFB % values. So the best size to be used for
crumb rubber modifications can be suggested as ( 600μm- 300μm) size for commercial
production of crumb rubber.
3. As a result, and from an environmental and economic point of view, the use of both CR and PUF instead of virgin polymer modifiers is possible and preferable recycling method for these wastes, resulting in cost savings, lower energy consumption and lower environmental pollution.
Presentation delivered March 4, 2015 by Amir Ghavibazoo, Ph.D., at the California Asphalt Pavement Association joint Los Angeles-High Desert Technical Committee meeting in Fontana.
Axeon Refining’s warm mix asphalt product offers new advantages to asphalt contractors and road building engineers with zero capital investment. By lowering pavement placement temperatures, the jobsite becomes a more comfortable, odor-free working environment leading to increased productivity
Performance analysis of geosynthetics used in asphalt rehabilitation on urban...Matthew Coleman
Presentation as partial fulfilment of the requirements of the subject BEB801 Project 1 at Queensland University of Technology.
Industry project with Logan City Council.
(Please note SlideShare may have issues with the embedded audio)
Introduction to Geosynthetics Types and Applications_Sirmoi WekesaSirmoi Wekesa
This presentation introduces the different types of Geosynthetics, their functions and applications. its very informative and will form a good foundation to anyone interested in this versatile technology.
Guia de diseño Estructural de PavimentosEducagratis
En el Aula Virtual online de Educagratis ( http://www.educagratis.org ) es posible encontrar un Curso gratis de Diseño de Pavimentos ( http://construccion.educagratis.org ).
El Pavimento lo podemos definir como una estructura que se diseña y se forma mediante un conjunto de capas construidas sobre el suelo de fundación, con la finalidad de ser utilizado como una superficie apta para el libre tránsito de vehículos de tipo liviano, pesado y comercial; y donde la circulación se hace de manera rápida, confortable, segura y económica.
Para ingresar directo ir a: http://www.educagratis.org/moodle/course/view.php?id=453
Otros cursos de Negocios, Empresas y Economía en http://construccion.educagratis.org
PAUTAS METODOLÓGICAS PARA EL DESARROLLO DE ALTERNATIVAS DE PAVIMENTOS EN LA F...Emilio Castillo
Este documento define aspectos específicos para Proyectos de Inversión Pública (PIP) del sector transportes, específicamente en proyectos viales, las pautas metodológicas sirven de orientación a los formuladores de PIP sobre las alternativas adecuadas en tecnologías de pavimentos, para cumplir con los requerimientos mínimos de calidad que deben tener los estudios de preinversión a nivel de perfil.
Presentation on Warm Mix Asphalt (WMA) delivered by Brandon Milar of MeadWestvaco at the CalAPA joint industry-agency Technical Committee meeting Dec. 10, 2014 in San Diego.
At the California Asphalt Pavement Association (CalAPA) Fall Asphalt Pavement Conference held Oct. 27, 2022 in Sacramento, Ashley Batson, Manager of Government Relations, Road Construction – Ingevity, delivered a presentation on the utilization of WMA for emission reductions.
An important tool to manage GHG emissions for the asphalt industry is already used by many plant operations – Warm Mix Asphalt (WMA). The session provides a strategy to utilize WMA to meet emission reduction goals.
Brandon Milar, P.E., Director of Technical Services for CalAPA, delivers a technical presentation on Warm Mix Asphalt standards and technology at the CalAPA Spring Asphalt Pavement Conference & Equipment Expo, April 12-13, 2017 in Ontario, Calif.
Warm Mix Asphalt training documents provided by the National Center for Asphalt Technology (NCAT) for classes held June 26 & 27, 2013 in California, sponsored by the California Asphalt Pavement Association (CalAPA).
Presentation on a proposed 'Superpave' specification for low-volume traffic routes in California. Presentation delivered during the CalAPA Fall Asphalt Pavement Conference Oct. 26-27, 2016 in Sacramento, Calif.
Presenation by Jay Behnke of STATE Testing on RAP and RAS at the California Asphalt Pavement Association Spring Conference April 25, 2013 in Ontario, CA.
The performance of a wind farm is affected by several key factors that can be classified into two cate- gories: the natural factors and the design factors. Hence, the planning of a wind farm requires a clear quantitative understanding of how the balance between the concerned objectives (e.g., socia-economic, engineering, and environmental objectives) is affected by these key factors. This understanding is lacking in the state of the art in wind farm design. The wind farm capacity factor is one of the primary perfor- mance criteria of a wind energy project. For a given land (or sea area) and wind resource, the maximum capacity factor of a particular number of wind turbines can be reached by optimally adjusting the layout of turbines. However, this layout adjustment is constrained owing to the limited land resource. This paper proposes a Bi-level Multi-objective Wind Farm Optimization (BMWFO) framework for planning effective wind energy projects. Two important performance objectives considered in this paper are: (i) wind farm Capacity Factor (CF) and (ii) Land Area per MW Installed (LAMI). Turbine locations, land area, and nameplate capacity are treated as design variables in this work. In the proposed framework, the Capacity Factor - Land Area per MW Installed (CF - LAMI) trade-off is parametrically represented as a function of the nameplate capacity. Such a helpful parameterization of trade-offs is unique in the wind energy literature. The farm output is computed using the wind farm power generation model adopted from the Unrestricted Wind Farm Layout Optimization (UWFLO) framework. The Smallest Bounding Rectangle (SBR) enclosing all turbines is used to calculate the actual land area occupied by the farm site. The wind farm layout optimization is performed in the lower level using the Mixed-Discrete Particle Swarm Optimization (MDPSO), while the CF - LAMI trade-off is parameterized in the upper level. In this work, the CF - LAMI trade-off is successfully quantified by nameplate capacity in the 20 MW to 100 MW range. The Pareto curves obtained from the proposed framework provide important in- sights into the trade-offs between the two performance objectives, which can significantly streamline the decision-making process in wind farm development.
The performance of a wind farm is affected by several key factors that can be classified into two cate- gories: the natural factors and the design factors. Hence, the planning of a wind farm requires a clear quantitative understanding of how the balance between the concerned objectives (e.g., socia-economic, engineering, and environmental objectives) is affected by these key factors. This understanding is lacking in the state of the art in wind farm design. The wind farm capacity factor is one of the primary perfor- mance criteria of a wind energy project. For a given land (or sea area) and wind resource, the maximum capacity factor of a particular number of wind turbines can be reached by optimally adjusting the layout of turbines. However, this layout adjustment is constrained owing to the limited land resource. This paper proposes a Bi-level Multi-objective Wind Farm Optimization (BMWFO) framework for planning effective wind energy projects. Two important performance objectives considered in this paper are: (i) wind farm Capacity Factor (CF) and (ii) Land Area per MW Installed (LAMI). Turbine locations, land area, and nameplate capacity are treated as design variables in this work. In the proposed framework, the Capacity Factor - Land Area per MW Installed (CF - LAMI) trade-off is parametrically represented as a function of the nameplate capacity. Such a helpful parameterization of trade-offs is unique in the wind energy literature. The farm output is computed using the wind farm power generation model adopted from the Unrestricted Wind Farm Layout Optimization (UWFLO) framework. The Smallest Bounding Rectangle (SBR) enclosing all turbines is used to calculate the actual land area occupied by the farm site. The wind farm layout optimization is performed in the lower level using the Mixed-Discrete Particle Swarm Optimization (MDPSO), while the CF - LAMI trade-off is parameterized in the upper level. In this work, the CF - LAMI trade-off is successfully quantified by nameplate capacity in the 20 MW to 100 MW range. The Pareto curves obtained from the proposed framework provide important in- sights into the trade-offs between the two performance objectives, which can significantly streamline the decision-making process in wind farm development.
Similar to Warm Mix Asphalt research and performance (20)
Dan Staebell with Cargill examines the use of WMA, RAP and other technologies to lower asphalt's carbon footprint in a presentation delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Marco Estrada with PRS provides an industry perspective of cold in-place recycling in a presentation delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Dr. Dave Jones of the University of California Pavement Research Center provides an academic perspective of in-place recycling in a presentation delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Larry Hernandez with Caltrans provides the department's perspective on in-place recycling in a presentation delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Dr. John Harvey, director, University of California Pavement Research Center, reviews the most recent research with regard to Reclaimed Asphalt Pavement during a presentation delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Erik Updyke, project manager for the City & County Pavement Improvement Center, focuses on pavement quality for local agencies in a presentation delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Buzz Powell, technical director, Asphalt Pavement Alliance, examines various trends in the industry from a national perspective in a presentation delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Chris Sparks with MacRebur delves into the utilization of reclaimed plastics into asphalt pavement mixes delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Scott Dmytrow with PavementACES, a noted pavement preservation expert, provides an update on various tools and techniques in the pavement preservation space delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Presentation by Joseph Dongo of Caltrans on the department's eTicketing initiative for construction materials transport delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Alex Richardson with Haul Hub delivers a presentation on eTicketing technology delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Presentation on Environmental Product Declarations and benchmarking delivered by Amlan Mukherjee of WAP Sustainability during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario.
Presentation by Cathrina Barros of Caltrans, co-chair of the Women of Asphalt California Branch, on Women of Asphalt Activities in 2023 and 2024 delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario
Presentation on the City & County Pavement Improvement Center delivered at the California Asphalt Pavement Association Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Presentation by Sean Devine of X-B-E on the "Hey NAPA" research tool utilizing AI technology, and other implications of AI for our industry, delivered at the California Asphalt Pavement Association Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
An overview of the Caltrans District 8 program and priorities delivered at the California Asphalt Pavement Association Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Update on the Joint Training & Certification Program for materials technicians in California delivered at the California Asphalt Pavement Association Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Presentation on "Pointers & TIps" related to Environmental Product Declarations (EPDs) from the perspective of an asphalt plant expert delivered by T.J. Young at the CalAPA EPD workshop on Oct. 25, 2023 in Sacramento.
Presentation titled "The Emerald Eco-Label Tool & Lessons Learned" delivered by Amlan Mukherjee, Ph.D., P.E. of WAP Sustainability Consulting at the CalAPA EPD workshop on Oct. 25, 2023 in Sacramento.
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More from California Asphalt Pavement Association (20)
Using recycled concrete aggregates (RCA) for pavements is crucial to achieving sustainability. Implementing RCA for new pavement can minimize carbon footprint, conserve natural resources, reduce harmful emissions, and lower life cycle costs. Compared to natural aggregate (NA), RCA pavement has fewer comprehensive studies and sustainability assessments.
NUMERICAL SIMULATIONS OF HEAT AND MASS TRANSFER IN CONDENSING HEAT EXCHANGERS...ssuser7dcef0
Power plants release a large amount of water vapor into the
atmosphere through the stack. The flue gas can be a potential
source for obtaining much needed cooling water for a power
plant. If a power plant could recover and reuse a portion of this
moisture, it could reduce its total cooling water intake
requirement. One of the most practical way to recover water
from flue gas is to use a condensing heat exchanger. The power
plant could also recover latent heat due to condensation as well
as sensible heat due to lowering the flue gas exit temperature.
Additionally, harmful acids released from the stack can be
reduced in a condensing heat exchanger by acid condensation. reduced in a condensing heat exchanger by acid condensation.
Condensation of vapors in flue gas is a complicated
phenomenon since heat and mass transfer of water vapor and
various acids simultaneously occur in the presence of noncondensable
gases such as nitrogen and oxygen. Design of a
condenser depends on the knowledge and understanding of the
heat and mass transfer processes. A computer program for
numerical simulations of water (H2O) and sulfuric acid (H2SO4)
condensation in a flue gas condensing heat exchanger was
developed using MATLAB. Governing equations based on
mass and energy balances for the system were derived to
predict variables such as flue gas exit temperature, cooling
water outlet temperature, mole fraction and condensation rates
of water and sulfuric acid vapors. The equations were solved
using an iterative solution technique with calculations of heat
and mass transfer coefficients and physical properties.
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
Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
In this month's edition, along with this month's industry news to celebrate the 13 years since the group was created we have articles including
A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
HEAP SORT ILLUSTRATED WITH HEAPIFY, BUILD HEAP FOR DYNAMIC ARRAYS.
Heap sort is a comparison-based sorting technique based on Binary Heap data structure. It is similar to the selection sort where we first find the minimum element and place the minimum element at the beginning. Repeat the same process for the remaining elements.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
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.
CW RADAR, FMCW RADAR, FMCW ALTIMETER, AND THEIR PARAMETERSveerababupersonal22
It consists of cw radar and fmcw radar ,range measurement,if amplifier and fmcw altimeterThe CW radar operates using continuous wave transmission, while the FMCW radar employs frequency-modulated continuous wave technology. Range measurement is a crucial aspect of radar systems, providing information about the distance to a target. The IF amplifier plays a key role in signal processing, amplifying intermediate frequency signals for further analysis. The FMCW altimeter utilizes frequency-modulated continuous wave technology to accurately measure altitude above a reference point.
Gen AI Study Jams _ For the GDSC Leads in India.pdf
Warm Mix Asphalt research and performance
1.
2. 2
Outline
Use of WMA in the USA
WMA Benefits/Challenges
NCHRP 9-47A- WMA vs. HMA
Projects Evaluated
Energy Usage, Emissions
Mix Design
Engineering Properties
Short Term Field Performance
Summary of Findings
3. 3
Warm Mix Asphalt
A process or additive designed to
reduce asphalt mix production
temperatures by 30 to 70°F and
maintain mix workability (non-
sanctioned definition)
A key part of the asphalt
industry’s strategy for
Sustainable Pavements
Categories: foaming, chemical
and organic additives
6. 6
Economics of WMA
Water-Injection systems cost $30k to $80k.
Assuming $50k cost, 120,000 tons/yr., 5-year
depreciation, then foamed WMA cost about
8 /tonȼ
If only 1/3 of production is WMA, then cost is
25 /tonȼ
Popular WMA additives are reported to increase
cost by $2 - $3.5/ton of mix
Some costs may be offset by energy savings
and other benefits
10. Location Route WMA Technologies Date Const.
St. Louis, MO Hall Street Evotherm ET, Sasobit, Aspha-min May-2006
Iron Mtn., MI M95 Sasobit Sep-2006
Silverthorne, CO I-70 Advera, Sasobit, Evotherm DAT Aug-2007
Franklin, TN SR45 Astec DBG, Advera, Evotherm DAT, Sasobit Oct-2007
Graham, TX US 380 Astec DBG Jun-2008
George, WA I-90 Sasobit Jun-2008
Walla Walla, WA US-12 Maxam Aquablack Apr-2010
Centreville, VA I-66 Astec DBG Jun-2010
Rapid River, MI CR-513 Evotherm 3G, and Advera Jun-2010
Baker, MT Route 322 Evotherm DAT Aug-2010
Munster, IN Calumet Ave. Evotherm, Gencor foam, Heritage wax Sep-2010
Jeff. Co., FL, SR 30 Terex foaming system Oct-2010
Queens, NY Little Neck Pkwy Cecabase, SonneWarmix, BituTech PER Oct-2010
Case Grande, AZ SR 84 Sasobit Dec-2011
NCHRP 9-47A Projects
12. 12
Energy Savings with WMA
Fuel savings for WMA is proportional
to the temperature reduction.
Most contractors report burner fuel
usage decrease of about 10 to 15%.
Decreasing mix production
temperature by 52°F resulted in an
average fuel savings of 21 % (NCHRP 9-
47A)
13. 13
Emissions and Worker Exposure with
WMA (NCHRP 9-47A)
Stack emissions largely result of combusted fuel, reduced
fuel should result in reduced CO2 emissions
A 52°F reduction in temperature (21% reduction in fuel) in
in a 20% reduction in CO2 emissions
Worker exposures to respirable fumes during paving were
significantly reduced
Reduction in application temperature resulted in an
average 36% reduction in TOM (total organic matter)
14. WMA Mix Design
Appendix to AASHTO R35:
Perform design with WMA additive or lab
foaming device
Mixing temp. based on coating, 95% coated,
min.
Compactability: SGC N92 at comp. temp. and 30°C
below the comp. temp., Ratio N92≤ 1.25
Moisture susceptibility-AASHTO T 283, TSR ≥
0.80
Rutting evaluation; Flow Number: AASHTO
TP79, criterion depends on traffic
None of the NCHRP 9-47A field projects were designed
with the Appendix to AASHTO R35
15. 15
WMA Mix Design (NCAT Recommendation
NCHRP 9-47 A)
Complete volumetric mix design without the WMA
technology/additive ( drop in approach) for selecting
optimum asphalt content
Check coating, compactability, moisture resistance and
rutting resistance ( if required) using laboratory produced
WMA
19. FN Test Results- WMA vs. HMA
Statistical Comparison
9 cases FN WMA lower than HMA
5 cases no statistical differences
20. 20
FN Criteria HMA&WMA
Included in AASHTO TP 79-13
Traffic Level, Million
ESALs
Minimum FN (HMA) Minimum FN (WMA)
<3 NA NA
3 to<10 50 30
10 to <30 190 105
≥30 740 415
21. HMA Flow Number Results
Traffic,
MESALs
Min.
Flow
No.
<3 NA
3 to <10 50
10 to <30 190
> 30 740
Project Route Mix Heating FN
Baker, MT Route 322 Reheated 98
Rapid River, MI CR-513 Reheated 199
Casa Grande, AZ SR 84 No 61
Jefferson Co., FL SR 30
No 414
Reheated 231
Queens, NY Little Neck Pkwy No 291
Munster, IN Calumet Ave. No 561
Walla Walla, WA US-12
No 332
Reheated 426
Centreville, VA I-66 Reheated 1855
HMA Fn Criteria
22. WMA Flow Number Results
Traffic,
MESALs
Min.
Flow
No.
<3 NA
3 to <10 30
10 to <30 105
> 30 415
Project Route Mix Heating WMA Additive FN
Baker, MT Route 322 RH Evotherm DAT 58
Rapid River, MI CR-513
RH Advera 60
RH Evotherm 3G 65
Casa Grande, AZ SR 84 No Sasobit 46
Jefferson Co., FL SR 30
RH Terex Foam 127
No Terex Foam 157
Queens, NY
Little Neck
Pkwy
No Cecabase 115
No SonneWarmix 123
No BituTech PER 128
Munster, IN Calumet Ave.
No Evotherm 3G 177
No Gencor Foam 217
No Heritage Wax 314
Walla Walla, WA US-12
No Maxam Aquablack 200
RH Maxam Aquablack 227
Centreville, VA I-66 RH Astec DBG 439
NCHRP 9-43 Mix
Design Criteria
24. 24
Field Performance Evaluation
Procedure
Three 200-foot sections per mix
Three 6” dia. cores from in right wheelpath, and
four 6” dia cores from in between wheelpaths
Cores used to determine the in-place density
indirect tensile strengths, specific gravity,
gradation, asphalt content, and the true binder
grade for each mix.
25. Field Performance-New Projects
Project Mix Rutting (mm) Cracking (m)
Walla Walla, WA
HMA 5 1
Maxam Aquablack 0 0
Centreville, VA
HMA 3 1
Astec DBG 3 1
Rapid River, MI
HMA 0 0
Evotherm 3G 0 0
Advera 0 0
Baker, MT
HMA 1 0
Evotherm DAT 0 0
Munster, IN
HMA 0 4
Gencor Foam 0 36
Evotherm 3G 0 0
Heritage Wax 0 0
Jeff. Co., FL,
HMA 3 0
Terex Foam 3 0
Queens, NY
HMA - 9
Cecabase <1 20
SonneWarmix - 5
BituTech PER - 5
Casagrande, AZ
HMA 3 NA
Sasobit 0 NA
26. 26
Summary Laboratory Performance
Statistically equivalent as-constructed densities for WMA
mixes compared to the corresponding HMA
TSR -82% of mixes passed 0.8 minimum criterion; 6 mixes
failed: 4 WMA and 2 HMA. Since all of the field projects
performed well; adjusting the TSR criterion on plant mix
samples should be considered
FN results for WMA mixes lower than HMA ( 2/3 of the
comparisons)
FN criteria recommended in NCHRP Report 673 for HMA
and NCHRP Report 691 for WMA seem appropriate for
evaluating plant produced mixes.
27. 27
Summary Short Term Field
Performance
WMA and HMA had no significant difference in rutting
No observed moisture damage in any HMA or in WMA
section
No apparent differences in density between HMA and WMA
WMA and HMA cracking after to years- none or low severity
and extend
No significant differences in surface texture between HMA
and WMA
In summary, a comparative analysis shows that the WMA usage has increased from 2009, when a 5.4% was reported, followed by a 13.2 % in 2010 and a ~ 28% by 2011, which indicates that implementation of WMA has continued to grow. However, since the use of WMA is becoming a conventional practice, monitoring its usage is becoming more challenging.
California 10% and 18% (2012)
Rutting Potential, Moisture Susceptibility
Evaluate engineering Properties of WMA and HMA
Compare production and placement practices between WMA and HMA
Comparison of early life field performance WMA-HMA
This study has collected mix samples from 14 WMA projects across the USA. All of these projects also had conventional HMA mix that was produced and sampled along with the WMA mixes. At least one WMA technology was used for each project. The goals was to conduct test to determine engineering properties of WMA compare with HMA and to monitor short term performance of these sections. All of the WMA mixes used the “drop-in” approach to mix design, that is, the WMA technology was simply added to an existing approved HMA mix design with no other changes.
The bottom line is that the amount of energy savings is directly related to the temperature reduction from HMA to WMA. Most well documented studies have shown fuel savings of 10 to 30%
For laboratory produced mixes, aged for two hours at the observed field compaction temperature, maximum theoretical gravity and calculated binder absorption were generally lower than for field produced mix. In all cases, the binder absorptions of laboratory produced WMA were less than the binder absorptions of laboratory produced HMA.
Overall, the optimum asphalt contents for the WMA mixes averaged 0.27 percent less than the HMA.
The “drop-in approach” for WMA mix designs has worked well and avoids the potential of designing mixes with lower asphalt contents when using WMA. Therefore, mix designs should be conducted without the WMA technology
Tensile strength ratio test was conducted in accordance with aashto M 323, Eighty-two percent of the mixes passed the standard 0.8 minimum TSR criterion. The six mixes that failed the criterion included four WMA and two HMA mixes.
Since there are no replicates for TSR values, comparison of the WMA and HMA results was made using a paired t-test for all projects. The p-value of the paired t-test was 0.312, which indicates that overall TSR values of the WMA and HMA mixes are not significantly different.
Given that warm-mix asphalt may be produced at significantly lower temperatures than hot-mix asphalt (with associated lower aggregate heating temperatures), moisture sensitivity,, should be closely monitored in mix-design and quality control/quality assurance testing.
Graph summarizes the test results for all project, and it show wide range of resuts from approximately 1850 for the project in Virginia, to as low as 61 for the project in Arizona. It can also be observed that where WMA FN results are consistently lower than HMA FN results (even 36 when no statistical differences were found).