Levels of Service in Winter Maintenance Operations: a Survey of State Practice
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SOP. MI-1 Winter Road Maintenance
SOP. MI-1 Winter Road Maintenance Description This SOP outlines procedures for the storage and application of salt and sand to roadways to control snow and ice and was prepared to meet the requirements of the 2016 MA Small MS4 General Permit (2016 MS4 Permit). The 2016 MS4 Permit requires the municipality to: • Establish procedures for the storage of salt and sand; • Establish procedures to minimize the use of sodium chloride and other salts; • Evaluate the use of alternative materials; and • Ensure that snow disposal activities do not result in disposal of snow into waters of the United States. Responsible Personnel This Winter Road Maintenance Plan is intended to be used by Town of Lynnfield staff who are responsible for snow and ice removal as shown on Figure 1. Equipment Inventory The Town owns and maintains the ice control and snow removal equipment listed in Attachment 1. General equipment maintenance is conducted in accordance with the Vehicle & Equipment Storage & Maintenance SOP (VM-1). Vehicle washing is conducted in accordance with the Vehicle & Equipment Washing SOP (VM-2). The wash bay is located in the DPW garage. Calibration All trucks are maintained using the manufacturer’s recommendations to ensure accurate application of snow and ice control materials. Calibration procedures are included in Attachment 2. Materials and Storage Materials Lynnfield uses salt for snow and ice control. Approximately 3700 tons of salt are used each year. Storage All snow and ice removal materials are stored in a covered shed at the DPW Yard. Snow Removal Route Lynnfield has 23 snow routes as shown in Figure 2. -
Skid Steer Backhoe Loader | 1Cx and 1Cxt
NEW SKID STEER BACKHOE LOADER | 1CX AND 1CXT Gross power: 36.3kW (49hp) Maximum dig depth: 3.05m Loader load over height: up to 2.65m THE BEST OF BOTH WORLDS JUST GOT BETTER. AT JCB, WE UNDERSTAND THE IMPORTANCE OF VERSATILITY AND THE DIFFERING DEMANDS OF SOME VERY DIVERSE SECTORS. THAT’S WHY WE’VE TAKEN THE WORLD’S SMALLEST BACKHOE LOADER TO NEW LEVELS. THE 1CX HAS ALWAYS BEEN A VERSATILE COMPACT MACHINE, OFFERING SKID STEER AND EXCAVATOR PERFORMANCE IN ONE PACKAGE. NOW, WE GIVE YOU THE OPTION OF RUNNING ON TRACKS FOR REDUCED GROUND DAMAGE, SUPERLATIVE CLIMBING, EXCEPTIONAL PUSHING POWER, UNPARALLELED STABILITY AND IMPROVED SOFT GROUND PERFORMANCE. 2 1CX AND 1CXT SKID STEER BACKHOE LOADER A HISTORY OF INNOVATION A HISTORY OF INNOVATION. THE 1CX SKID STEER BACKHOE LOADER IS THE LATEST IN A LONG LINE OF JCB WORLD FIRSTS. In fact, the entire concept of the backhoe loader itself was dreamt up by our company founder Joseph Cyril Bamford. We were also first to produce skid COMPETITORS’ steer loaders with a single-side loader arm; there are COMBINED numerous benefits to that unique layout, including side MARKET SHARE entry for greater safety. In 1994, we introduced the JCB 1CX which, for the first time, brought together the key features of a skid steer and a mini excavator. In 2012, we improved on our concept by adding Extradig, a handheld tool circuit, air conditioning, enhanced cab ergonomics and our Power Management System (PMS). As global market leader, JCB sells around Today, the 1CX boasts a choice of wheels or tracks half of all the world’s backhoe loaders. -
416E Backhoe Loader Specifications
416E ® Backhoe Loader Engine Weights Engine Model Cat® C4.4 DITA Operating Weight – Nominal 6750 kg 14,881 lb Gross Power @ 2,200 rpm – SAE J1995 71 kW 96 hp Operating Weight – Maximum 10 200 kg 22,466 lb Net Power @ 2,200 rpm – SAE J1349 65 kW 87 hp Backhoe Net Peak Power @ 2,000 rpm – SAE J1349 66 kW 89 hp Dig Depth – Standard 4360 mm 14 ft 4 in Dig Depth – Extended 5456 mm 17 ft 11 in 416E Features World-Class Cab Standard air suspension seat, ergonomic controls layout and more visibility make you feel comfortable – for a safer, more productive work day. Load-Sensing Hydraulics Variable displacement piston pump and flow sharing hydraulic valves provide smooth control and optimized fuel efficiency. Improved Power Train Top travel speed of 40 km/h/25 mph so you can get on and off the site faster. Optional Features Ride Control and AccuGrade™ can improve operator comfort and productivity. Contents Operator Station ..................................................3 Hydraulics ............................................................4 The 416E lets you get more done with less effort in a Ride Control..........................................................4 more comfortable operator station, with a serviceable Power Train ..........................................................5 extendible stick design and increased performance. Backhoe................................................................6 Loader ...................................................................6 Technology Products ..........................................7 -
Payandan Shareholders
PAYANDAN PAYANDAN 1. Company Background Creative Path to Growth Payandan Shareholders PAYANDAN Payandan’s shares belong to Mostazafan Foundation of Islamic Revolution. • Mostazafan Foundation owns 49% • Sina Energy Development Company owns 51% Mostazafan Foundation of Islamic Revolution Sina Energy Development Company PAYANDAN Mostazafan Foundation of Islamic Revolution PAYANDAN SEDCO Sina Financial Paya Saman Pars (Oil & Gas) & Investment Co (Road & Building) Sina Food Industries Iran Housing Group Saba Paya Sanat Sina (Power & Electricity) (Tire, Tiles, Glasswork, Textile, Etc) Ferdos Pars Sina ICT Group (Agriculture) Parsian Tourism Kaveh Pars & Transport Group (Mining) Alavi Foundation Alavi Civil (Charitable) Engineering Group Sina Energy Development Holding Company PAYANDAN SEDCO as one of subsidiaries of The Mostazafan Foundation of Islamic Revolution is considered one of pioneer holding companies in area of oil & gas which aims on huge projects in whole chains of oil and gas. Payandan (Oil & Gas General Contractor) North Drilling (Offshore Drilling) Pedex (Onshore Drilling) Behran (Oil Refinery Co) Dr Bagheri SEDCO Managing Director Coke Waste Water Refining Co Payandan in Numbers PAYANDAN +40 1974 Years ESTABLISHED +1400 +4000 EMPLOYEES CONTRACTOR +200,000,000 $ ANNUAL TURNOVER 75 COMPLETED PROJECTS Company Background PAYANDAN • 48” Zanjan-Mianeh Pipeline • 56” Saveh-Loushan • South Pars – SP No. 14 Pipeline (190KM) • South Pars – SP No. 13 • 56" Dezfoul- Kouhdasht Pipeline (160KM) 1974 1996 2003 2005 2007 2009 2011 2013 2015 2017 • Nargesi Gas • F & G Lavan • 56” Asaluyeh Gathering & • South Pars – SP Pipeline Injection No. 17 & 18 • 30” Iran- Payandan is • South Pars – SP No. 22,23,24 Armenia established (oil and • 48” Iraq Pipeline Naftkhane- Pipeline gas contractor) Baghdad (63KM) (113KM) • 56” Naeen-Tehran Gas Pipeline (133KM) • Parsian Gas Refinery • 56” Loushan-Rasht Gas Pipeline (81KM) • Pars Petrochemical Port • Arak Shazand Refinery • Kangan Gas Compressor Station • South Pars – SP No. -
Grader Operators' Handbook
1 Schedule “A” Policy 3204 GRADER OPERATORS’ HANDBOOK 2 Athabasca County Grader Operator Hand Book Table of Contents Page I. SAFETY A. Accident Prevention 3 B. Planning Ahead 3 C. Accident Checklist 4 D. Working Alone 4 - 5 II. GRADER OPERATION A. Prestart Checks 5 B. Start-Up 6 C. Operating Safety Tips 7 D. Service & Repair 8 E. Parking & Disabled Grader 9 III. MAINTAINENCE STANDARDS A. Hazards / Unsafe Conditions 1. Responsibility 10 2. Types 10 B. Gravel Surface Maintenance 1. Regular Roadway Summer Maintenance 11-12 2. Intersections 12 3. Pulling Shoulders 12-13 4. Regravelling 13-14 5. Winter Maintenance 14-15 6. Dust Control 15 7. Railway Crossing 16 8. Bridges 16 3 I. SAFETY A. ACCIDENT PREVENTION: 1. Stop Accidents Before They Stop You i. Even the best and safest grader must still be operated with care and knowledge of its capabilities. Common sense, observance of safety rules and alertness on the job will result in “ACCIDENT FREE” days. ii. Accidents don’t just happen – they are caused by human error. So the person who has the ultimate responsibility is the grader operator – YOU! B. PLANNING AHEAD: 1. Records show that a majority of accidents are caused by a disregard for Safety Rules – OBEY THEM! 2. If you have questions don’t be afraid to ask your maintenance foreman. 3. Dress Properly For The Job – Find out what items are required and wear them. (Safety shoes, hearing protection, safety vests, etc.) 4. Understand Your Grader – Read the Operators Manual and know your machines limitations. 5. Use All the Safety Equipment your grader is equipped with. -
Concrete Pavementspavements N a a T T I I O O N N a a L L
N N a a t t i i o o n n a a Technical Services l l , R R o o u u n n d d a a b b o o Vail, Colorado u u t t May 22-25, 2005 Steve Waalkes, P.E. C C o o n n f f e e r r e e Managing Director n n c American Concrete Pavement Association c e e 2 2 0 0 0 0 5 5 TRB National Roundabouts Conference D D Concrete Roundabouts R R Concrete Roundabouts A A F F T T N N a a Flexible Uses liquid asphalt as binder Pro: usually lower cost Con: requires frequent maintenance & rehabilitation t t i i Asphalt o o n n a a l l R R o o u u n n d d a a b b o o u u t t C C Terminology Terminology o o n n f f e e r r e e n n c c e e 2 2 0 0 0 0 5 5 D D R R A A Rigid Uses cement as binder Pro: longer lasting Con: higher cost Concrete F F T T N N a a t t i i o o n n a a l l R R o o u u n n d d a a b b o o u u t t C C o o s n n c f f e i e r r t e e n n e y c c t e h e t 2 2 e 0 0 f s 0 0 aterials onstructability a e conomics 5 erformance (future maintenance) 5 Why Concrete Roundabouts? Why Concrete Roundabouts? D D E C P M R R • • • • •S •A A A F F T T Realize there is a choice N N a a t t i i o o n n a a l l R R o o u u n n d d a a b b o o u u t t C C o o n n f f e e r r e e n n c c e e 2 2 0 0 0 0 What performance characteristics of Where do we typically use concrete pavement? (situations, traffic conditions, applications, etc.) concrete pavement make it the best choice for roundabouts? 5 5 Why Concrete Roundabouts? Why Concrete Roundabouts? D D R R 1. -
Loader Backhoes and Tractor Loader B95c I B95c Tc I B95c Lr I B110c I U80c C Series Loader Backhoes – Build More Time Into Your Day
LOADER BACKHOES AND TRACTOR LOADER B95C I B95C TC I B95C LR I B110C I U80C C SERIES LOADER BACKHOES – BUILD MORE TIME INTO YOUR DAY New C Series loader backhoes with Tier 4 Final certified engines deliver the power and torque needed so you can dig, load, trench or push faster, while reducing the impact on the environment. MAINTENANCE-FREE BRAKES Outboard wet disc brakes with separate Spring Applied Hydraulically Released (SAHR) parking brake provide enhanced control and significantly increased brake life. The “low effort” braking system allows the operator to apply stopping power with a minimum amount of force. POWERSHUTTLE OR POWERSHIFT TRANSMISSION Choose from our robust Power Shuttle and our advanced Powershift. Our reliable PowerShuttle transmission is easy to operate, with a right-hand gear shift lever and convenient FNR shuttle lever. Choose Powershift transmission for maximum operator comfort. Operators appreciate the convenience of the powershift transmission that shifts smoothly up or down through the gears automatically locating the correct gear for the conditions. 2 C SERIES LOADER BACKHOES – BUILD MORE TIME INTO YOUR DAY OUTSTANDING LOADER BUCKET BREAKOUT By using a straight arm loader design, C series Loader backhoes deliver unmatched loader lift capacities and the loader bucket location on top of the loader frame produces exceptional bucket breakout forces. FAST, COMPLETE SERVICE ACCESS The tilt-forward hood and checkpoints that are grouped together reduce maintenance time so you can maximize uptime and profits. INDUSTRY-LEADING COMFORT AND VISIBILITY Comfortable operators are more productive operators, and the C Series cab is designed for maximum productivity with: • Comfortable seating • Available pilot controls for improved productivity and comfort • Greater visibility • Auto Glide Ride™ option with speed setting. -
2006 Highway Sufficiency Ratings
4 Pavement Data 1 Report New York State Department of Transportation 20 CONTENTS Introduction ............................................................................ i Location / Identification ........................................................... ii Physical Characteristics ......................................................... iii Traffic Information .................................................................. v Condition Information ............................................................. v Other Data .............................................................................. ix Glossary ................................................................................. xi Region/County Abbreviations ................................................. xii New York State Parkways by Jurisdiction .............................. xiii Notes for the New York State Thruway .................................. xiv Pavement Data Report ........................................................... 1 This report was prepared by Pavement Data Services, New York State Department of Transportation. Inquiries or requests for information should be directed to: Pavement Data Services, NYSDOT, 50 Wolf Road POD 42, Albany, New York 12232 (518-457-1965). A pdf file of this report is available for download from the Pavement Management page of the Department’s website at www.nysdot.gov. Hard copies of the report are no longer created. 2014 Pavement Data Report for New York State Highways INTRODUCTION The New York State Department of -
Gravel Roads Maintenance & Frontrunner Training Workshop
A Ditch In Time Gravel Roads Maintenance Workshop 1 So you think you’ve got a wicked driveway 2 1600’ driveway with four switchbacks and 175’ of elevation change (11% grade) 3 Rockhouse Development, Conway 4 5 6 Swift River (left) through National Forest into Saco River that drains the MWV Valley’s developments 7 The best material starts as solid rock that is drilled & blasted… 8 Then crushed into smaller pieces and screened to produce specific size aggregate 9 How strong should it be? One big truck = 10,000 cars! 10 11 The road surface… • Lots of small aggregate (stones) to provide strength with a shape that will lock stones together to support wheels • Sufficient “fines,” the binder that will lock the stones together, to keep the stones from moving around 12 • The stone: hard and uniform in size and more angular than that made just from screening bank run gravel 13 • A proper combination of correctly sized broken rock, sand and silt/clay soil materials will produce a road surface that hardens into a strong and stable crust that forms a reasonably impervious “roof” to our road • An improper balance- a surface that is loose, soft & greasy when wet, or excessively dusty when dry (see samples) 14 One way to judge whether gravel will pack or not… 15 Here’s another way… 16 Or: The VeryFine test The sticky palm test As shown in the Camp Roads manual 17 • “Dirty” gravel packs but does not drain • “Clean” gravel drains but does not pack 18 Other road surfacing materials: • Rotten Rock- traditional surfacing material in the Mt Washington Valley -
4.4.2 FRONT-END LOADERS Front-End Loaders Typically Are Tractor Powered and Operate on Tires
Douglas D. Gransberg / Construction Equipment for Engineers, Estimators, and Owners 037X_C004 Final Proof page 84 5.5.2006 11:23pm 84 Construction Equipment for Engineers, Estimators, and Owners 2. How much dirt (bcy) can be moved in one production cycle? The quantity takeoff is in bcy so the lcy load must be converted to bcy. 2:98 lcy=1:23 lcy=bcy ¼ 2:42 bcy=production cycle 3. What is the cycle time for one production cycle? Haul time ¼ 2000=[(3:2 mph)(880=min=mph)] ¼ 0:87 min Backtrack time ¼ 2400=[(3:2 mph)(880=min=mph) ¼ 0:85 min Cycle time ¼ load þ haul þ backtrack þ reposition ¼ 0:08 min þ 0:87 min þ 0:85 min þ 0:06 min ¼ 1:86 min 4. What is the work hour productivity if the operator works 50 min per 60-min hour? Work hour productivity ¼ [(load volume(bcy) )(50 min)]=cycletime ¼ [(2:42 bcy=load)(50 min)]=1:86 min=cycle ¼ 65:05 bcy=work hour 5. How long will it take to move the 1200 bcy? 1200 bcy=65:05 bcy=h ¼ 18:45 h: Use 18:50 work hours 6. How much will it cost? $55=h þ $23=h ¼ $78=h  18:50 h ¼ $1443 7. What is the unit cost to perform the work? $ 1433=1200 bcy ¼ $1:203=bcy to move the dirt with the Case 750K bulldozer 4.4.2 FRONT-END LOADERS Front-end loaders typically are tractor powered and operate on tires. They are typically articulated and very maneuverable, making them ideal for constricted areas. -
Comprehensive Evaluation of Rutting Performance of Asphalt Concrete Mixtures Ivan Syed University of New Mexico - Main Campus
University of New Mexico UNM Digital Repository Civil Engineering ETDs Engineering ETDs Fall 11-7-2017 Comprehensive Evaluation of Rutting Performance of Asphalt Concrete Mixtures Ivan Syed University of New Mexico - Main Campus Follow this and additional works at: https://digitalrepository.unm.edu/ce_etds Part of the Civil and Environmental Engineering Commons Recommended Citation Syed, Ivan. "Comprehensive Evaluation of Rutting Performance of Asphalt Concrete Mixtures." (2017). https://digitalrepository.unm.edu/ce_etds/187 This Thesis is brought to you for free and open access by the Engineering ETDs at UNM Digital Repository. It has been accepted for inclusion in Civil Engineering ETDs by an authorized administrator of UNM Digital Repository. For more information, please contact [email protected]. Ivan Anwar Syed Candidate Civil Engineering Department This thesis is approved, and it is acceptable in quality and form for publication: Approved by the Thesis Committee: Dr. Rafiqul A. Tarefder, Chairperson Dr. John C. Stormont Dr. Tang-Tat Ng i COMPREHENSIVE EVALUATION OF RUTTING PERFORMANCE OF ASPHALT CONCRETE MIXTURES by IVAN ANWAR SYED B.S., CIVIL ENGINEERING UNIVERSITY OF NEW MEXICO, 2014 THESIS Submitted in Partial Fulfillment of the Requirements for the Degree of Master of Science Civil Engineering The University of New Mexico Albuquerque, New Mexico December, 2017 ii DEDICATIONS This thesis is dedicated to my family, Lenore Syed, Anwar Aziz, & Allen Syed For their endless love, support, and inspiration iii ACKNOWLEDGMENTS I would like to thank Dr. Rafiqul A. Tarefder, my Advisor and MS thesis Committee Chair, for the inestimable guidance, enthusiasm and support throughout the development of this thesis. This study was jointly funded by the New Mexico Department of Transportation (NMDOT) and the Southern Plains Transportation Center (SPTC). -
Poston Brick Company Memoir
University of Illinois at Springfield Norris L Brookens Library Archives/Special Collections Poston Brick Company Memoir P846. Poston Brick Company Interview and memoir 5 tapes, 240 mins., 78 pp. The narrators discuss personnel, machines, operations and types of bricks manufactured at the Poston Brick Company in Springfield. Narrators also discuss working conditions, hazards, co-workers, and the structures located on the factory grounds. Interviews by Garnetta Cook, 1972 OPEN: see individual names for legal release See individual collateral files : interviewer's notes, photos of factory, photocopies of articles about the factory, list of buildings built with the company's bricks, and background notes. Archives/Special Collections LIB 144 University of Illinois at Springfield One University Plaza, MS BRK 140 Springfield IL 62703-5407 © 1972, University of Illinois Board of Trustees ! ' • Poston Brick Company Ivory Carter (23 pages) Estol Cook (11 pages) Mark Cook (14 pages) William E. Poston ( 4 pages) Earl Robinson (10 pages) Henrietta Van Cleve ( 4 'pages) These interviews are part of a project on the Poston Brick Company in Springfield, Illinois. People interviewed include a former employee's wife, former employees, and the president of Poston Brick. They relate their working experiences with regard to making bricks. The interviewer was Garnetta Cook. COPYRIGHT@ 1985 SANGAMON STATE UNIVERSITY, SPRINGFIELD, ILUNOIS. All rights reserved. No part of this work may be reproduced or transmitted in any form by any means, electronic or mechanical, including photocopying and recording or by any information storage or retrieval system, without permission in writing from the Oral History Office, Sangamon State University, Springfield, Illinois 62708.