NCHRP Report 577 – Guidelines for the Selection of Snow and Ice
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Ice Road Truckers Needn't Fret
Western Canada’s Trucking Newspaper Since 1989 December 2016 Volume 27, Issue 12 Rock slide: B.C. rock slide Helping truckers: Truckers STA gala: Saskatchewan RETAIL wipes out section of Trans- Christmas Group looks for Trucking Association holds ADVERTISING Canada Highway, costs donations to help trucking annual gala, addresses Page 13 Page 16 Page Page 12 Page industry thousands. families. industry issues. PAGES 29-39 truckwest.ca Safety on winter roads Winter driving conditions can pose challenge to even the biggest rig By Derek Clouthier Many believe that the use of airships, like the one depicted above, to deliver cargo to Canada’s northern region would bring REGINA, Sask. – Don’t be fooled by the business to the trucking industry. balmy mid-November temperatures that hit Western Canada this year – win- ter is just around the corner. And whether you’re trucking through mountainous terrain in British Colum- bia or making your way across the prai- Ice road truckers ries of Saskatchewan, slippery roads and reduced visibility can wreak havoc. The Saskatchewan Ministry of High- ways and Infrastructure urge truck Reach us at drivers to conduct thorough trip in- our Western needn’t fret spections, and to give extra time dur- Canada news ing the winter months to complete. bureau “Checking your truck, trailer(s), tires, brakes, lights and other equipment be- Contact How the use of airships would fore you start a trip is always impor- Derek Clouthier tant,” the ministry informed Truck Derek@ West. “With cold weather, extra care should be taken with these regular in- Newcom.ca help the trucking industry spections. -
Ice Road Door Guys Installing and Servicing Doors in the Arctic
T H E S W E GARAGE DOOR N VOLUME 21 ISSUE 4 The Monthly Overhead Door Newspaper Since 1992 APRIL 2012 Ice Road Door Guys Installing and Servicing Doors in the Arctic NORTHWEST TERRITORIES - It’s not surprising to most door professionals that a door company in a community of 70,000 people needs to look beyond residential and commercial garage doors as a source of income. But CN Doors is no ordinary small town garage door installation and service company. Based out of Yellowknife in the Northwest Territories (NWT) of Canada and servicing neighboring Nunavut, CN Doors services a geographical area of 1.3 million square miles – equal in size to ½ the contiguous 48 US States. Launched in 2004, the company is, according to Colin Cleveland, Operations Manager and co-owner of CN Doors, a specialist in servicing the arctic market. “Our tech guys routinely fly in with the Ice Pilots of Buffalo Air and drive the same ice roads as the Ice Road Truckers,” notes Cleveland. The market north of the 60th parallel lives and dies by the seasons. Winter in the Canadian arctic runs from September to May, and many towns are only accessible by truck Continued Page 12 CN Doors' service van on an 80' wide ice road. For links to our SALES & CUSTOMER SERVICE 1-800-361-3198 advertisers go to: www.dekcanada.com OPENING DOORS FOR PROFESSIONALS 1928 St-Regis Blvd, Dorval, Q.C., H9P 1H6 www.garagedoornews.com THE BEST DEALS on truck doors, parts and accessories Parts & Accessories for All Brands of Operators BORN AND RAISED IN OUR CLIMATE. -
Guidelines for Safe Ice Construction
GUIDELINES FOR SAFE ICE CONSTRUCTION 2015 GUIDELINES FOR SAFE ICE CONSTRUCTION Department of Transportation February 2015 This document is produced by the Department of Transportation of the Government of the Northwest Territories. It is published in booklet form to provide a comprehensive and easy to carry reference for field staff involved in the construction and maintenance of winter roads, ice roads, and ice bridges. The bearing capacity guidance contained within is not appropriate to be used for stationary loads on ice covers (e.g. drill pads, semi-permanent structures). The Department of Transportation would like to acknowledge NOR-EX Ice Engineering Inc. for their assistance in preparing this guide. Table of Contents 1.0 INTRODUCTION .................................................5 2.0 DEFINITIONS ....................................................8 3.0 ICE BEHAVIOR UNDER LOADING ................................13 4.0 HAZARDS AND HAZARD CONTROLS ............................17 5.0 DETERMINING SAFE ICE BEARING CAPACITY .................... 28 6.0 ICE COVER MANAGEMENT ..................................... 35 7.0 END OF SEASON GUIDELINES. 41 Appendices Appendix A Gold’s Formula A=4 Load Charts Appendix B Gold’s Formula A=5 Load Charts Appendix C Gold’s Formula A=6 Load Charts The following Appendices can be found online at www.dot.gov.nt.ca Appendix D Safety Act Excerpt Appendix E Guidelines for Working in a Cold Environment Appendix F Worker Safety Guidelines Appendix G Training Guidelines Appendix H Safe Work Procedure – Initial Ice Measurements Appendix I Safe Work Procedure – Initial Snow Clearing Appendix J Ice Cover Inspection Form Appendix K Accident Reporting Appendix L Winter Road Closing Protocol (March 2014) Appendix M GPR Information Tables 1. Modification of Ice Loading and Remedial Action for various types of cracks .........................................................17 2. -
Best Practices for Building and Working Safely on Ice Covers in Ontario
Best Practices for Building and Working Safely on Ice Covers in Ontario ihsa.ca IHSA has additional information on this and other topics. Visit ihsa.ca or call Customer Service at 1-800-263-5024 The contents of this publication are for general information only. This publication should not be regarded or relied upon as a definitive guide to government regulations or to safety practices and procedures. The contents of this publication were, to the best of our knowledge, current at the time of printing. However, no representations of any kind are made with regard to the accuracy, completeness, or sufficiency of the contents. The appropriate regulations and statutes should be consulted. In case of any inconsistency between this document and the Occupational Health and Safety Act or associated regulations, the legislation will always prevail. Readers should not act on the information contained herein without seeking specific independent legal advice on their specific circumstance. The Infrastructure Health & Safety Association is pleased to answer individual requests for counselling and advice. The basis for this document is the 2013 version of the Government of Alberta’s Best Practices for Building and Working Safely on Ice Covers in Alberta. The content has been used with permission from the Government of Alberta. This document is dedicated to the nearly 500 people in Canada who have lost their lives over the past 10 years while crossing or working on floating ice. Over the period of 1991 to 2000, there were 447 deaths associated with activities on ice. Of these, 246 involved snowmobiles, 150 involved non-motorized activity, and 51 involved motorized vehicles. -
A2LA Cert. No. 0859.03) 10/29/2020 Page 1 of 5 Accelerated Weathering Tests (Continued) Test Method(S)
SCOPE OF ACCREDITATION TO ISO/IEC 17025:2017 Q-LAB DEUTSCHLAND GMBH In den Hallen 30 66115 Saarbrücken, Germany Axel Koerper Phone: +49 681 8574735 Email: [email protected] Website: www.q-lab.com MECHANICAL Valid To: September 30, 2022 Certificate Number: 0859.03 In recognition of the successful completion of the A2LA evaluation process, accreditation is granted to this laboratory to perform the following weathering and corrosion tests: Testing to determine material durability using laboratory accelerated methods, visual and instrumental evaluations to measure degradation effects, including gloss and color, mechanical measurements of physical properties before and after exposure. On the following materials: Automotive Components, Plastics, Paints, Textiles, Roofing, Sealants, Glass, Photovoltaic, and Solar Heating materials Using the following test methods: Accelerated Weathering Tests Test Method(s) Salt Spray (Fog) Testing ASTM B117 Water Resistance of Coatings Using Water for Apparatus ASTM D1735 Water Resistance to 100% Relative Humidity ASTM D2247 Lightfastness and Weatherability of Printed Matter ASTM D3424 Methods 3 & 4 Lightfastness of Colorants Used in Artists’ Materials ASTM D4303 Methods C & D Testing Water Resistance of Coatings Using Controlled Condensation ASTM D4585 Fluorescent UV Condensation Exposure of Paint and Related Coatings ASTM D4587 Accelerated Testing Color Stability of Indoor Plastics ASTM D4674 Methods III & IV Cyclic Salt Fog / UV Exposure of Painted Metal ASTM D5894 Specification for Polyolefin Based Plastic Lumber Decking Boards ASTM D6662 Accelerated Acid Etch Weathering of Automotive Clearcoats Using a ASTM D7356 Xenon Arc Exposure Device Xenon Arc Exposure Test with Enhanced Light and Water Exposure for ASTM D7869 Transportation Coating Modified Salt Spray (Fog) Testing ASTM G85 (A2LA Cert. -
Beekman Rd (CR 9) - Reverse Curves
Road Safety Assessment (SA) Report FINAL BEEKMAN ROAD (CR 9) SAFETY ASSESSMENT BEEKMAN-POUGHQUAG ROAD (CR 7) TO NYS ROUTE 55 TOWN OF BEEKMAN, NEW YORK POUGHKEEPSIE-DUTCHESS COUNTY TRANSPORTATION COUNCIL 27 HIGH STREET, 2ND FLOOR POUGHKEEPSIE, NY 12601 FINAL REPORT DATE: MARCH 2013 ASSESSMENT DATE: OCTOBER 24 - 26, 2012 10B Madison Avenue Extension // Albany, NY 12203-7314 Road Safety Assessment (SA) Report (FINAL) Beekman Road (CR 9) - Beekman-Poughquag Road (CR 7) to NYS Route 55 Poughkeepsie-Dutchess County Transportation Council March 2013 Table of Contents 1.0 BACKGROUND 4 1.1 SA Team 7 1.2 SA Process 8 1.3 SA Report 8 1.4 Study Area Characteristics, Operations, and Safety Performance 9 2.0 ASSESSMENT FINDINGS AND SUGGESTIONS 17 2.1 Beekman Road (CR 9) 17 2.1.1 Operating Speeds 17 2.1.2 Unforgiving Roadside Features 18 2.1.3 Shoulder Drop-Off 19 2.1.4 Non-Traversable Roadside Drainage Element 19 2.1.5 Guide Rail Condition 20 2.1.6 Hazardous Trees and Vegetation 21 2.1.7 Sign Consistency, Clutter, Legibility, and Spacing 21 2.1.8 Street Name Signing 22 2.1.9 Barton Orchard Sign 23 2.1.10 Breakaway Post Bases 23 2.1.11 Abandoned Sign Posts 24 2.1.12 Stop Lines 24 2.1.13 Bicycle and Pedestrian Accommodation 25 2.2 Intersection of Beekman Road (CR 9) with Beekman-Poughquag Road (CR 7) 26 2.2.1 Intersection Sight Distance - North 26 2.2.2 Intersection Sight Distance - South 26 Page 2 of 64 Road Safety Assessment (SA) Report (FINAL) Beekman Road (CR 9) - Beekman-Poughquag Road (CR 7) to NYS Route 55 Poughkeepsie-Dutchess County Transportation -
VOYA Voyageurs National Park ROAD INVENTORY (1100 SERIES FMSS LOCATIONS)
Page 1 of 5 Cycle 6 NPS / RIP Route ID Report Report Date: 09/02/2020 (Numerical By Summary Route and Subcomponent #) Shading Color Key White = Paved Routes, DCV Driven Grey = Paved Routes, DCV not Driven Black = Non-NPS Routes = Concession Route Yellow = Unpaved Routes, DCV not Driven Blue = Paved Parking Areas Green = Unpaved Parking Areas DCV = Data Collection Vehicle Red text denotes: MRL = Manually Rated Line *Unpaved route data (mileages and square footage) were collected by the Road Inventory Program (RIP) MRP = Manually Rated Polygon only when the Cycle Collected is "6", otherwise the unpaved information was provided by NPS. PKG = Parking Areas NC = Not Collected VOYA Voyageurs National Park ROAD INVENTORY (1100 SERIES FMSS LOCATIONS) Route FMSS Route Description Maintenance Paved Unpaved Total Area Surf. Area Route Name District No. Number FLTP Miles Miles Mileage (SQ FT) Type Map Cycle Collected Iteration Collected Functional Class Concession From To 0010 6 1 19589 RAINY LAKE VISITOR FROM STATE HIGHWAY 11 TO ROUTE 0900 (RAINY RAINY YES 1.64 0 1.64 1 AS 1 CENTER ACCESS ROAD LAKE VISITOR CENTER PARKING) 0100 6 1 37638 ASH RIVER VISITOR CENTER FROM COUNTY ROAD 129 TO ROUTE 0907 (ASH RIVER NAMAKAN YES 3.13 0 3.13 1 AS 2 ACCESS ROAD VISITOR CENTER PARKING) 0200 NC 00002810 RAINY LAKE ICE ROAD FROM RAINY LAKE VISITOR TO END OF LOOP AT RAINY RAINY NO 0 13.00 13.00 3 OT CENTER LAKE VISITOR CENTER 0201 NC 241212 KABETOGAMA LAKE ICE FROM KABETOGAMA LAKE TO ASH RIVER VISITOR NAMAKAN NO 0 9.30 9.30 3 OT ROAD VISITOR CENTER CENTER 0400 6 -
Annual Report 2015 2015 Annual Report Annual
www.fhs.ch Annual Report 2015 2015 Annual Report 1 FH Annual Report 2015 2 ISSN 1421-7384 The annual report is also available in French and German in paper or electronic format, upon request. © Fédération de l’industrie horlogère suisse FH, 2016 3 Table of contents The word of the President 4 Highlights of 2015 6 Swissness - Swiss made – Final step before entry into force 8 Hong Kong Watch & Clock Fair – Intensive surveillance 10 Counterfeiting on the Internet – Social networks in force 11 ISO/TC 114 - Watchmaking Conference – In Lucerne in May 12 Panorama of the 2015 activities 14 Improvement of framework conditions 16 Information and public relations 22 The fight against counterfeiting 26 Standardisation 33 Legal, economic and commercial services 34 Relations with the authorities and economic circles 35 FH centres abroad 37 The Swiss watch industry in 2015 38 Watch industry statistics 40 Structure of the FH in 2015 44 The FH in 2015 46 The General Meeting 47 The Board 48 The Bureau and Commissions 49 The Departments and the Services 50 The network of partners 51 The word of 5 the President In 2015 the watch industry Council will take its decision in 2016 according to the results experienced its first nega- of the consultation, the revised OSM is also expected to enter tive year since 2009, with into force in 2017. a fall in exports of 3.3%. This is due to the down- Defending the Swiss made label abroad, the FH took action turn in trade in Hong Kong, against a Chinese participant at the Hong Kong Watch and China and Russia. -
Salt Spray Test by W
RWB:WHM:PWCS:CAR U. S. DEPARTMENT OF COBilMSRCE Letter VIII-1 & V-6 NATIONAL BUREAU OF STANDARDS Circular No. 530 July 1, 19 RS Salt Spray Test by W. H. Mutchler, R. W. Buzzard, and P. W. C. Strausser I. Introduction II. Historical conditions ^ III. Operating .... , 1. The spray ^ a. Formation and distribution b. Atomizers and operating pressures c. Density of the fog 2. The solution a. Purity b. Concentration ^ J. Temperature a. The need for control b. Results of non-control IV. Salt spray cabinets 1. T 3'’pical system 2. Details of construction a. Army-Navy specifications b. Bureau of Standards 'Equipment c. High temperature equipment V. Procedure in testinp: 1. Cleaning 2. TjRe speciraeiis R. Methods of suspension 4. Movement of specimens 5 . Starting the tests 6. Inspection 7. Temperature control VI. Typical_ applications VII. Methods of measuring and expressing results VIII. Interpretation of results IX. Bibliography I. Introduction The corrosion of metals has been an absorbing study of countlovcs investigators for many years. In order to acquire more rapidly knowledge of the fundamentril causes and pro- cesses of corrosion, and to obtain facts indicative of the probable behavior of metals under various conditions of ser- vice, numerous laboratory methods for accelerating attack have been devised. One of these, the subject matter of the present paper and popularly known as the "salt spraj'' test", has enjoyed increasins’ly widespread use in this country. At the present 'writing t.he procedures employed -in salt spray testing differ appreciably in different laboratories. , " - 2 - Ov\ring to this lack of uniformity, and to the failure to con- trol essential variables associated with the method, the test itself has been subjected to some unjust criticisms. -
Road Weather Condition Estimation Using Fixed and Mobile Based Cameras
Road Weather Condition Estimation Using Fixed and Mobile Based Cameras Koray Ozcan1(&), Anuj Sharma1(&), Skylar Knickerbocker2(&), Jennifer Merickel3(&), Neal Hawkins2(&), and Matthew Rizzo3(&) 1 Institute for Transportation, Iowa State University, Ames, IA, USA {koray6,anujs}@iastate.edu 2 Center for Transportation Research and Education, Ames, IA, USA {sknick,hawkins}@iastate.edu 3 University of Nebraska Medical Center, Omaha, NE, USA {jennifer.merickel,matthew.rizzo}@unmc.edu Abstract. Automated interpretation and understanding of the driving environment using image processing is a challenging task, as most current vision-based systems are not designed to work in dynamically-changing and naturalistic real-world settings. For instance, road weather condition classifica- tion using a camera is a challenge due to high variance in weather, road layout, and illumination conditions. Most transportation agencies, within the U.S., have deployed some cameras for operational awareness. Given that weather related crashes constitute 22% of all vehicle crashes and 16% of crash fatalities, this study proposes using these same cameras as a source for estimating roadway surface condition. The developed model is focused on three road surface con- ditions resulting from weather including: Clear (clear/dry), Rainy-Wet (rainy/slushy/wet), and Snow (snow-covered/partially snow-covered). The camera sources evaluated are both fixed Closed-circuit Television (CCTV) and mobile (snow plow dash-cam). The results are promising; with an achieved 98.57% and 77.32% road weather classification accuracy for CCTV and mobile cameras, respectively. Proposed classification method is suitable for autono- mous selection of snow plow routes and verification of extreme road conditions on roadways. -
Athabasca Chipewyan First Nation
Docket: CACV3239 COURT OF APPEAL FOR SASKATCHEWAN IN THE MATTER OF THE GREENHOUSE GAS POLLUTION PRICING ACT, Bill C-74, Part 5 AND IN THE MATTER OF A REFERENCE BY THE LIEUTENANT GOVERNOR IN COUNCIL TO THE COURT OF APPEAL FOR SASKATCHEWAN UNDER THE CONSTITUTIONAL QUESTIONS ACT, 2012, SS 2012, c C-29.01 FACTUM OF THE ATHABASCA CHIPEWYAN FIRST NATION Professor Amir Attaran Matt Hulse Barrister & Solicitor Barrister & Solicitor Ecojustice Environmental Law Clinic Woodward & Company Lawyers LLP at the University of Ottawa 200-1022 Government Street 1 Stewart Street, Suite 216 Victoria, BC V8W 1X7 Ottawa, ON K1N 6N5 Phone: 613-562-5800 ext. 3382 Phone: 250-383-2356 Fax: 613-562-5319 Fax: 250-380-6560 Email: [email protected] Email: [email protected] Counsel for the Athabasca Chipewyan First Nation TO: Attorney General of Saskatchewan MINISTRY OF JUSTICE AND ATTORNEY GENERAL 820 1874 Scarth Street Regina, SK, S4P 4B3 P. Mitch McAdam, QC Alan Jacobson Tel: 306-787-7846 Fax: 306-787-9111 Email: [email protected] Agents for the Attorney General of Saskatchewan AND TO: Attorney General of Canada DEPARTMENT OF JUSTICE CANADA Prairie Region 123 2nd Ave South, 10th Floor Saskatoon, SK, S7K 7E6 Sharlene Telles-Langdon, Brooke Sittler, Mary Matthews, Neil Goodridge, Ned Djordjevic Tel: 204-983-0862 Fax: 204-984-8495 Email: [email protected] Counsels for the Attorney General of Canada AND TO: Attorney General of Ontario Civil Law Division Constitutional Law Branch 720 Bay Street, 4th Floor Toronto, ON M7A 2S9 Fax: 416-326-3840 Joshua Hunter / Andrea Bolieiro / Padraic Ryan Tel: 416-326-3840 / 416-326-0131/ 416-326-6287 Email: [email protected] [email protected] [email protected] Counsel for the Attorney General of Ontario AND TO: Canadian Taxpayers Federation CREASE HARMAN LLP Barristers and Solicitors R. -
Green Surface in Avariety of Fields
i cc 99 for Go .I. G n for the Env!i ron ment- A Positive Outlook for the Year 2000 and Beyond By J.H. Lindsay Organizers The Past is Prologue- tal equipment, including automaticcon- Session E Setting the Perspective trols and laboratory instrumentation for 1 SUR/FINa ’92-Atlanta For the Year 2000 new process development. Very often, we forget that the key to the In the year 2000 and beyond, Pfaff future lies in reviewing the past. It fell to sees the industry consolidating, but Michael A. Pfaff, vice president-ln- continuing to survive and continuing to dustrial Products Group, MacDermid, meet the challenges of our world. Ac- Inc. and president of the Metal Finish- tivities will be influenced by world stan- ing Suppliers’ Association, to do just dards on specifications and the envi- that. He set the perspective for the coming century and noted that the sur- face finishing industry is driven by tech- Will the Year Zoo0 nology, is environmentally safer and is worldwide in scope. see the supplanting of The surface finishing community was It got that way through a long and “surface finishing” by heartened by the outlook for the indus- eventful history. He reviewed the early “surfaceengineering?” try as envisioned by the participants in days of sacrificial Dr. David R. Gabe a unique and special session on the coating applications conference program at SUR/FlN@’92in (such as cadmium Atlanta. SURFACE FINISHING-THE on piano wire), the YEAR 2000 AND BEYOND took an functional military ronment, computerized instrumenta- expert look at what opportunities, chal- applications of World tion, more specialized finishes and coat- lenges and advances are likely to exist War II and the glory ings.