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(Vocs and Svocs) from Warm Mix Asphalt Incorporating Natural Zeolite and Reclaimed Asphalt Pavement for Sustainable Pavements
sustainability Article Evaluation of Reductions in Fume Emissions (VOCs and SVOCs) from Warm Mix Asphalt Incorporating Natural Zeolite and Reclaimed Asphalt Pavement for Sustainable Pavements Javier Espinoza 1,2 , Cristian Medina 1,2, Alejandra Calabi-Floody 3 , Elsa Sánchez-Alonso 3 , Gonzalo Valdés 3 and Andrés Quiroz 1,2,* 1 Chemical Ecology Laboratory, Department of Chemical Sciences and Natural Resources, University of La Frontera, Temuco 4811230, Chile; [email protected] (J.E.); [email protected] (C.M.) 2 Biotechnological Research Center Applied to the Environment (CIBAMA), University of La Frontera, Temuco 4811230, Chile 3 Department of Civil Works Engineering, University of La Frontera, Temuco 4811230, Chile; [email protected] (A.C.-F.); [email protected] (E.S.-A.); [email protected] (G.V.) * Correspondence: [email protected] Received: 26 September 2020; Accepted: 10 November 2020; Published: 17 November 2020 Abstract: Conventional asphalt mixtures used for road paving require high manufacturing temperatures and therefore high energy expenditure, which has a negative environmental impact and creates risk in the workplace owing to high emissions of pollutants, greenhouse gases, and toxic fumes. Reducing energy consumption and emissions is a continuous challenge for the asphalt industry. Previous studies have focused on the reduction of emissions without characterizing their composition, and detailed characterization of volatile organic compounds (VOCs) and semi-volatile organic compounds (SVOCs) in asphalt fumes is scarce. This communication describes the characterization and evaluation of VOCs and SVOCs from asphalt mixtures prepared at lower production temperatures using natural zeolite; in some cases, reclaimed asphalt pavement (RAP) was used. -
Characteristics of Oil Sands Products
CHARACTERISTICS OF OIL SANDS PRODUCTS Heather D. Dettman Center for Spills in the Environment Oil Sands Products Training Portland, Maine December 4 & 5, 2012 2 Simplified —Oil Sands to Motor“ Value Chain Tailings Pipeline Transport Desalter Extraction Mining Pipeline Terminal Distillation W ater/Solids Primary Upgrading Removal Coking or Residue Performed at Upgraders DiluentAddition Hydrocracking Performed at Refineries In Situ Production Secondary Upgrading May be needed in future Catalytic Processing (Hydrogen) Refining Catalytic Processing (Hydrogen) Gasoline Diesel 3 Pipeline Definitions Transm ission Tailings Pipeline Transport Desalter Extraction Mining Pipeline Terminal Distillation Feeder W ater/Solids Primary Upgrading Removal Coking or Residue Performed at Upgraders DiluentAddition Hydrocracking Gathering Performed at Refineries In Situ Production Secondary Upgrading May be needed in future Catalytic Processing (Hydrogen) http://www.cepa.com /about-pipelines/types-of-pipelines Refining Catalytic Processing (Hydrogen) Gasoline Diesel 4 0hat Is Bitumen? ° Bitumen is the —extra heavy“ crude oil that remains after the biodegradation of oil in Northern Alberta ° Initial boiling point is 204°C/399.2°F ° Approximately 50wt% of the oil boils at temperatures below 524°C/975.2°F ° Biodegradation has resulted in organic acids being left behind in the oil ° Total acid number (TAN) is 3mg KOH/g which corresponds to an organic acid content of 3wt% in the oil ° Organic acid species in bitumen are relatively large molecules with 70wt% boiling -
Petroleum History Society Oil Sands Oral History
Ch F-X ang PD e -1- w Click to buy NOW! w m o w c .d k. ocu-trac PETROLEUM HISTORY SOCIETY OIL SANDS ORAL HISTORY PROJECT TRANSCRIPT MARY CLARK SHEPPARD, DAUGHTER OF KARL ADOLPH CLARK, THE SCIENTIST WHO DEVELOPED THE HOT-WATER RECOVERY TECHNOLOGY FOR EXTRACTION OF THE OIL FROM THE ALBERTA OIL SANDS. AUTHOR OF OIL SANDS SCIENTIST: THE LETTERS OF KARL A. CLARK: 1920-1949 AND ATHABASCA OIL SANDS: FROM LABORATORY TO PRODUCTION – THE LETTERS OF KARL A. CLARK, 1950-66. Date and place of birth: Edmonton, Alberta – January 29, 1927 Date and place of interview: 10:45 a.m., May 23, 2011.in Mrs. Sheppard’s home at 905, 10135 Saskatchewan Drive Edmonton, AB Tel. 780-439-1690 110 Causeway Head Road Sheffield S17 3DW England Name of Interviewer: Adriana A. Davies, CM, PHD Name of Videographer: David Bates Consent form signed: Yes Initials of Interviewer: AAD Last name of subject: SHEPPARD AD: Mary is the third child of four born to Karl and Dora Clark. She attended the University of Alberta from 1946 to 1949 in a general Arts program. She then went to Toronto to attend the Royal Conservatory of Music, but her studies were cut short by her mother’s illness. Eventually, she ended up working for about ten years in the 1950s in the conventional oil industry. Sponsors of The Oil Sands Oral History Project include the Alberta Historical Resources Foundation, Athabasca Oil Sands Corp., Canadian Natural Resources Limited, Canadian Oil Sands Limited, Connacher Oil and Gas Limited, Imperial Oil Limited, MEG Energy Corp., Nexen Inc., Suncor Energy and Syncrude Canada. -
Secure Fuels from Domestic Resources ______Profiles of Companies Engaged in Domestic Oil Shale and Tar Sands Resource and Technology Development
5th Edition Secure Fuels from Domestic Resources ______________________________________________________________________________ Profiles of Companies Engaged in Domestic Oil Shale and Tar Sands Resource and Technology Development Prepared by INTEK, Inc. For the U.S. Department of Energy • Office of Petroleum Reserves Naval Petroleum and Oil Shale Reserves Fifth Edition: September 2011 Note to Readers Regarding the Revised Edition (September 2011) This report was originally prepared for the U.S. Department of Energy in June 2007. The report and its contents have since been revised and updated to reflect changes and progress that have occurred in the domestic oil shale and tar sands industries since the first release and to include profiles of additional companies engaged in oil shale and tar sands resource and technology development. Each of the companies profiled in the original report has been extended the opportunity to update its profile to reflect progress, current activities and future plans. Acknowledgements This report was prepared by INTEK, Inc. for the U.S. Department of Energy, Office of Petroleum Reserves, Naval Petroleum and Oil Shale Reserves (DOE/NPOSR) as a part of the AOC Petroleum Support Services, LLC (AOC- PSS) Contract Number DE-FE0000175 (Task 30). Mr. Khosrow Biglarbigi of INTEK, Inc. served as the Project Manager. AOC-PSS and INTEK, Inc. wish to acknowledge the efforts of representatives of the companies that provided information, drafted revised or reviewed company profiles, or addressed technical issues associated with their companies, technologies, and project efforts. Special recognition is also due to those who directly performed the work on this report. Mr. Peter M. Crawford, Director at INTEK, Inc., served as the principal author of the report. -
Oil Sands Scientist: the Letters of Karl A
Document generated on 09/29/2021 5:18 a.m. Scientia Canadensis Canadian Journal of the History of Science, Technology and Medicine Revue canadienne d'histoire des sciences, des techniques et de la médecine Oil Sands Scientist: The Letters of Karl A. Clark 1920-1949, (ed) Mary Clark Sheppard, Edmonton, University of Alberta Press, 1989. Pp xvi + 498, illus., index, cloth $30.00 James P. Hull Volume 13, Number 2 (37), automne–hiver 1989 URI: https://id.erudit.org/iderudit/800290ar DOI: https://doi.org/10.7202/800290ar See table of contents Publisher(s) CSTHA/AHSTC ISSN 0829-2507 (print) 1918-7750 (digital) Explore this journal Cite this review Hull, J. P. (1989). Review of [Oil Sands Scientist: The Letters of Karl A. Clark 1920-1949, (ed) Mary Clark Sheppard, Edmonton, University of Alberta Press, 1989. Pp xvi + 498, illus., index, cloth $30.00]. Scientia Canadensis, 13(2), 123–124. https://doi.org/10.7202/800290ar Copyright © Canadian Science and Technology Historical Association / This document is protected by copyright law. Use of the services of Érudit Association pour l'histoire de la science et de la technologie au Canada, 1990 (including reproduction) is subject to its terms and conditions, which can be viewed online. https://apropos.erudit.org/en/users/policy-on-use/ This article is disseminated and preserved by Érudit. Érudit is a non-profit inter-university consortium of the Université de Montréal, Université Laval, and the Université du Québec à Montréal. Its mission is to promote and disseminate research. https://www.erudit.org/en/ BOOK REVIEWS/COMPTES RENDUS Oil Sands Scientist: The Letters of Karl A. -
Facts About Alberta's Oil Sands and Its Industry
Facts about Alberta’s oil sands and its industry CONTENTS Oil Sands Discovery Centre Facts 1 Oil Sands Overview 3 Alberta’s Vast Resource The biggest known oil reserve in the world! 5 Geology Why does Alberta have oil sands? 7 Oil Sands 8 The Basics of Bitumen 10 Oil Sands Pioneers 12 Mighty Mining Machines 15 Cyrus the Bucketwheel Excavator 1303 20 Surface Mining Extraction 22 Upgrading 25 Pipelines 29 Environmental Protection 32 In situ Technology 36 Glossary 40 Oil Sands Projects in the Athabasca Oil Sands 44 Oil Sands Resources 48 OIL SANDS DISCOVERY CENTRE www.oilsandsdiscovery.com OIL SANDS DISCOVERY CENTRE FACTS Official Name Oil Sands Discovery Centre Vision Sharing the Oil Sands Experience Architects Wayne H. Wright Architects Ltd. Owner Government of Alberta Minister The Honourable Lindsay Blackett Minister of Culture and Community Spirit Location 7 hectares, at the corner of MacKenzie Boulevard and Highway 63 in Fort McMurray, Alberta Building Size Approximately 27,000 square feet, or 2,300 square metres Estimated Cost 9 million dollars Construction December 1983 – December 1984 Opening Date September 6, 1985 Updated Exhibit Gallery opened in September 2002 Facilities Dr. Karl A. Clark Exhibit Hall, administrative area, children’s activity/education centre, Robert Fitzsimmons Theatre, mini theatre, gift shop, meeting rooms, reference room, public washrooms, outdoor J. Howard Pew Industrial Equipment Garden, and Cyrus Bucketwheel Exhibit. Staffing Supervisor, Head of Marketing and Programs, Senior Interpreter, two full-time Interpreters, administrative support, receptionists/ cashiers, seasonal interpreters, and volunteers. Associated Projects Bitumount Historic Site Programs Oil Extraction demonstrations, Quest for Energy movie, Paydirt film, Historic Abasand Walking Tour (summer), special events, self-guided tours of the Exhibit Hall. -
Sustainable Mining Practices - Recycling Concrete and Asphalt
Sustainable Mining Practices - Recycling Concrete and Asphalt by Leah Gardner, Staff Environmental Scientist Recycling –Not Just for Bottles and Cans As we look for more ways to reduce, reuse, and recycle, we’re finding that the same principles already being applied to recycling beverage bottles and cans should be applied to many of the other materials we use. This includes many construction and demolition (C & D) materials, which make up an estimated 22 percent of California’s waste stream. Approximately 80% of all asphalt removed from roads in California is currently being recycled, a figure comparable to the recycling rate for bottles and cans. But with 100% potentially recyclable and reusable, our rate of reusing asphalt still has room for improvement. Many California mine operators help keep these materials out of landfills by crushing millions of tons of used concrete and asphalt salvaged from demolished infrastructure (roads, parking lots, buildings, etc.) to create recycled aggregates. When recycling asphalt, materials from other sources - such as rubber from used tires, asphalt roofing shingles, and blast furnace slag – are routinely recycled into the pavement mix. According to current information from CalRecycle, there are about 100 producers of recycled aggregate in California today. This recycled aggregate is in high demand for a variety of applications. Where the Rubber Hits the Road For each mile of road constructed, tons of rock, concrete, asphalt, and steel are needed. For example, each mile of a two-lane asphalt road constructed requires up to 25,000 tons of aggregate rock. Most recycled concrete is used for road base and most recycled asphalt (called “RAP” for recycled asphalt pavement) is returned to the roadway structure in some form. -
Sulphur-Asphalt Pavement Technology: a Review of Progress Thomas W
42 Transportation Research Record 741 USE OF STONE SCREENINGS AS struction have been discussed here. The overall ROADBASE AGGREGATE subject is very broad. Other applications of stone screenings include bedding materials, fillers, granulars stone screenings are used extensively in roadbase and for drain fields, fills, mixtures for de-icing, patches, subbase mixes and are used in combination with coarse slurry seals, surface treatment, and overlays. aggregate. This type of use reduces the cost of the combined product because the screenings do not have REFERENCES to be separated and reblended. The Bureau of Mines' statistics (.!) show that during 1977 more than 340 1. A. H. Reed. Stone in 1977. In Mineral Industry million Mg (375 million tons) of roadstone and roadbase Surveys. Bureau of Mines, U.S. Department of aggregates were used in the United states. The rea the Interior, annual prelim. ed., 1977. sons for that are basically two: (a) these combinations 2. E. A. McLean. A Comparative Analysis of are lower-cost construction materials, and (b) the ma Secondary Crusher Types. Presented at the 53rd terials are exceptionally good and suitable for base Annual Convention, National Crushed Stone As construction without stabilizing additives. sociation, Washington, DC, 1970. Screenings have been used in roadbase construction 3. F. A. Shergold. The Grading of Crusher Fines. ever since the first broken rock was produced by man. Roads and Road Construction, Vol. 35, No. 410, Due to modern technology available for mechanized Feb. 1957, pp. 36-40. construction, stone screenings for road construction 4. M. R. Thompson. Subgrade Stability. TRB, are being used to an even greater extent. -
A Preliminary Investigation of the Feasibility of Spent Oil Shale As Road Construction Material
A PRELIMINARY INVESTIGATION OF THE FEASIBILITY OF SPENT OIL SHALE AS ROAD CONSTRUCTION MATERIAL Gerald J. Gromko, University of Colorado at Denver The use of spent oil shale material as aggregate for flexible pavement con struction was investigated, and its suitability for use both in base courses and in bituminous surface courses is discussed. To assess the aggregate and asphalt-aggregate characteristics of spent shale the following tests were performed: the Los Angeles abrasion test, the dry sieve analysis, the specific gravity test, the Atterberg limits test, and the Hveem method of mix design. The results of the testing showed that the spent shale aggregate was well-graded, flat, angular, highly absorbent, friable, and nonplastic, has a rough surface texture, and wears relatively easily. The aggregate mixes tested by the Hveem stabilometer yielded high strength values and were relatively lightweight. The asphalt-spent shale mixtures studied showed very high total resistance (combination of stability and cohesiometer values) values, i.e., more than adequate load-carrying capability. How ever, the asphalt contents necessary for these very high strengths were also high. Based on the results of the tests performed, it seems apparent that this particular type of spent shale material might perform very well in flexible pavement structures. Although the material showed more than ade quate strength and stability, it may not stand up as well to the abrasive action of traffic on high-capacity roads and may be expensive because of the seemingly large amountofasphalt needed. However, this mixture might perform very well as a surface course layer for lower capacity roads (e.g., secondary roads). -
Coal-Modified Tar Binders for Bituminous Concrete Pavements
Coal-Modified Tar Binders for Bituminous Concrete Pavements EDMUND O. RHODES, Curtiss-Wright Corporation, Pittsburgh, Pennsylvania In Fall 1958, investigations were started by the Re• search Division of Curtiss-Wright Corp. at Quehanna, Pa., with a view to developing improved methods for using bituminous coals and products derived there• from as highway construction materials. It was decided to explore the possibility of making an improved binder for bituminous pavements of the hot-mix hot-lay type by dispersing coal in distilled coal tars and coal tar oils. Previous investigations had indicated that they might also be used to advantage for the production of improved highway binders. During the first half of 1959 a task force at Que• hanna assembled and constructed suitable laboratory and pilot plant equipment; determined optimum condi• tions for the dispersion of coal m tars and oils; com• pared various coals, tars, and oils as to their suita• bility for the purpose; produced and analyzed experi• mental quantities of coal-modified tar binders; and combined them with various aggregates in hot mixes. The latter were then compared with hot mixes con• taining typical asphalt cements and coal-tar binders. The tests appeared to indicate that it would be possible to make hot mixes with coal-modified tar cements equal or superior to those made with usual asphalt or coal-tar binders. After the results of the Quehanna investigations were reported, a contract was made with the Com• monwealth of Kentucky to build a pilot plant at Frank• fort to produce 150,000 gal of coal-modified tar binder for comparison with asphalt cements normally used in Kentucky in Class I and Class I-modified bitumi• nous pavements. -
Safety Data Sheet
SAFETY DATA SHEET SDS ID NO.: 0108MAR019 Revision Date 08/31/2016 1. IDENTIFICATION Product Name: Marathon Petroleum Asphalt Synonym: Asphalt Cement (ACs); Asphalt Flux; Penetration Grade Asphalts (Pen); Roofing Flux; Recycling Agents (RAs); Marathon PERFORMAC™ Asphalt Binder; PERFORMAC™ PG82-22PM; PERFORMAC™ 500; PG46-28; Performance Graded Asphalt Binder; PG46-34; PG52-28; PG52-28PM; PG52-34; PG58-22; PG58-28; PG58-34; PG58-34PM; PG64-22; PG64-28; PG64-28PM; PG64-28P; PG64-34PM; PG67-22; PG67-22X; PG70-22; PG70-22PM; PG70-22P; PG70-28PM; PG70-28P; PG76-22; PG76-22 PM; PG76-22P; PG76-28PM; PG64-22PM; PG82-22PM; PG76-22ARB; Asphalt; PG58H-28; PG64H-22; PG64H-22P; PG67H-22; PG58V-28; PG64V-22; PG67V-22; PG58E-28; PG64E-22; PG64E-22P; PG67E-22; Asphalt, PG76-22 0.25% Anti-strip Additive; PG Binders with WMA; PG Binders with AS-2000 Cross Link; AC-5; Marathon 0-10 Pen Asphalt; 85-100 Pen; 120-150 Pen; 150-200 Pen; S-180 Hard Pen Asphalt; Marathon SDA Bottoms; Solvent Deasphalted Residuum; 0 Pen Asphalt; 3 Pen Asphalt; 10 Pen Asphalt; AC-20; Vacuum Tower Bottoms; VTB; VB; Residuum Extract; Petroleum Asphaltenes; Residual Oil Solvent Extract; Residuum Extract; Light Saturant Asphalt; Polymer Modified Asphalt Concentrate; PMA Concentrate; 0307MAR019; 0316MAR019; 0142MAR019; 0169MAR020 Product Code: 0108MAR019 Chemical Family: Asphalt Recommended Use: Road Building & Other Service. Restrictions on Use: All others. Manufacturer, Importer, or Responsible Party Name and Address: MARATHON PETROLEUM COMPANY LP 539 South Main Street Findlay, OH 45840 SDS information (M-F, 8-5 EST): 1-419-421-3070 Emergency Telephone (24/7): CHEMTREC: 1-800-424-9300 CCN#: 13740 2. -
Case Study Concrete Highways Highway 16 Intersection - Lloydminster, Ab
CASE STUDY CONCRETE HIGHWAYS HIGHWAY 16 INTERSECTION - LLOYDMINSTER, AB PROJECT TEAM ENGINEERING CONSULTANT: EBA Engineering Consultants Ltd. CONTRACTOR: Alberta Asphalt SUB-CONTRACTORS: Proform Concrete Services Inc. CONCRETE SUPPLIER: Feldspar Excavating and RediMix OWNER: The City of Lloydminster THE OPPORTUNITY PROJECT DETAILS: Highway 16, part of the Trans-Canada Highway system, • Four Hwy 16 intersections at 52 Ave, 54 Ave, 70 Ave is a major inter-provincial and international trade corridor. and 75 Ave It passes through The City of Lloydminster and is a key • Lengths of 125 m, 100 m, 145 m, and 125 m component to the growth of the area’s heavy oil and oilsands respectively, side by side lanes industries. Increased heavy truck traffi c has led to severe • Widths of 7.9 m in each direction rutting at four signal-controlled intersections along this • 240 mm concrete pavement corridor. This was typically dealt with by milling and inlaying • Flexural strength of 4.2 MPa or rut fi lling with standard asphalt mixes. In Lloydminster, • Dowels at 4.5 m joints with tie bars at 900 mm between this would last only two to four years. lanes THE SOLUTION The City of Lloydminster wanted to fi nd a durable pavement ABOUT THE CEMENT ASSOCIATION OF CANADA (CAC) solution with minimized maintenance and extended The CAC is the voice of Canada’s cement industry. A vital contributor to service life. Similar problem areas in Edmonton, Medicine the country’s economy and infrastructure, the industry provides a reliable, domestic supply of cement required to build our country’s sustainable Hat and Grande Prairie have shown concrete pavement communities and is committed to the environmentally responsible to be a suitable solution for heavy truck and high traffi c manufacturing of cement and concrete products.