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Heavy Equipment
Heavy Equipment Code: 5913 Version: 01 Copyright © 2007. All Rights Reserved. Heavy Equipment General Assessment Information Blueprint Contents General Assessment Information Sample Written Items Written Assessment Information Performance Assessment Information Specic Competencies Covered in the Test Sample Performance Job Test Type: The Heavy Equipment assessment is included in NOCTI’s Teacher assessment battery. Teacher assessments measure an individual’s technical knowledge and skills in a proctored prociency examination format. These assessments are used in a large number of states as part of the teacher licensing and/or certication process, assessing competency in all aspects of a particular industry. NOCTI Teacher tests typically oer both a written and performance component that must be administered at a NOCTI-approved Area Test Center. Teacher assessments can be delivered in an online or paper/pencil format. Revision Team: The assessment content is based on input from subject matter experts representing the state of Pennsylvania. CIP Code 49.0202- Construction/Heavy Career Cluster 2- 47-2073.00- Operating Engineers Equipment/Earthmoving Architecture and Construction and Other Construction Equipment Operation Equipment Operators NOCTI Teacher Assessment Page 2 of 12 Heavy Equipment Wrien Assessment NOCTI written assessments consist of questions to measure an individual’s factual theoretical knowledge. Administration Time: 3 hours Number of Questions: 232 Number of Sessions: This assessment may be administered in one, two, or three -
MECHANIC I/II Application Deadline: September 16, 2020
INYO COUNTY PERSONNEL SERVICES (760) 878-0377 P. O. BOX 249 FAX (760) 878-0465 INDEPENDENCE , CA 93526 AN EQUAL OPPORTUNITY EMPLOYER (WOMEN, MINORITIES, AND DISABLED ARE ENCOURAGED TO APPLY) ANNOUNCES AN OPEN RECRUITMENT FOR: HEAVY EQUIPMENT MECHANIC I/II Application Deadline: September 16, 2020 DEPARTMENT: Road LOCATION: Countywide SALARY: Mechanic I: Range 58 $3583 $3761 $3945 $4146 $4346 (+ 2-1/2% tool allowance) Mechanic II: Range 60 $3758 $3941 $4139 $4350 $4564 (+2-1/2% tool allowance) (The above monthly salary is paid over 26 pay periods annually.) **BENEFITS: CalPERS Retirement System: Existing (“Classic”) CalPERS members hired prior to January 1, 2013 (2% at 55) – Inyo County pays employee contribution of 7% for current CalPERS members; New (“PEPRA”) CalPERS members hired after January 1, 2013 (2% at 62) will be required to pay employee portion of retirement. Medical Plan – Inyo County pays a portion of employee and dependent monthly premium on PERS medical plans; 100% of employee and dependent monthly premium paid for dental and vision; $20,000 term life insurance policy on employee. Vacation – 10 days per year during the first three years; 15 days per year after three years; 1 additional day for each year of service after ten years to a maximum of 25 days per year. Sick leave – 15 days per year. Flex (personal days) – 5 days per fiscal year. Paid holidays – 11 per year. ESSENTIAL JOB DUTIES: Maintains, repairs, and overhauls gasoline and diesel-powered construction, maintenance, and automotive equipment; examines and locates mechanical defects in a wide variety of automotive, road construction, and maintenance equipment, including diesel and gasoline-powered trucks, tractors, and motor graders; makes a variety of mechanical repairs including engine tune-ups, brake relining, electrical system repair; maintains records of time and materials used on each job; uses welding equipment to fabricate, rebuild, and strengthen various equipment parts; operates a variety of vehicles and equipment. -
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. -
Slope Stability
SLOPE STABILITY 1. General. Any excavation, which alters the levee or channel bank cross-section, either temporarily or permanently, must be checked to verify slope stability. Placement of stockpiles, heavy equipment, or other surcharges may also cause channel bank instabilities and should be analyzed. Verification of slope stability involves three basic parts: 1) obtaining subsurface information, 2) determining soil shear strengths and 2) determining a potential slide failure surface which provides the minimum safety factor against failure for various river stages. EM 1110-2-1913 and EM 1110-2-1902 provide detailed guidance for preparing a slope stability analysis. 2. Subsurface Information. Subsurface information in the vicinity of the proposed work can generally be obtained from the original levee/channel construction plans. Boring logs shown in these plans may or may not be located close to the work and the engineer must determine if additional subsurface information is needed. Additional boring(s) at the site are generally beneficial. Other completed work in the nearby vicinity may also provide useful information. Soil type, thickness of each soil zone, depth to bedrock, and groundwater conditions must be known to proceed with a slope stability analysis. 3. Selection of Soil Shear Strengths. Soils in and under levees in the Kansas City District usually consist of varying mixtures of sands, silts, and clays. Shear strength of these soils is defined in terms of a friction component (φ) and a cohesion component (C). C and φ can be determined by testing soil samples in special laboratory test apparatus or from special equipment, which can measure these parameters on site. -
Appendix F: Geotechnical Engineering Investigation
City of Santa Rosa—College Creek Apartments Project CEQA Guidelines Section 15183 Environmental Checklist Appendix F: Geotechnical Engineering Investigation FirstCarbon Solutions THIS PAGE INTENTIONALLY LEFT BLANK GEOTECHNICAL ENGINEERING INVESTIGATION PROPOSED WEST COLLEGE A VENUE APARTMENTS 2150 W. COLLEGE A VENUE SANT A ROSA, CALIFORNIA KA PROJECT No. 042-19004 APRIL 16, 2019 Prepared for: Ms. ROYCE PATCH USA PROPERTIES FUND, INC. 3200 DOUGLAS BOULEVARD, SUITE 200 ROSEVILLE, CALIFORNIA 95661 Prepared by: KRAzAN & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING DIVISION 1061 SERPENTINE LANE, SUITE F PLEASANTON, CALIFORNIA 94566 (925) 307-1160 ~~l<razan_ & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING• ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 16, 2019 KA Project No. 042-19004 Ms. Royce Patch USA Properties Fund, Inc. 3200 Douglas Boulevard, Suite 200 Roseville, California 95661 RE: Geotechnical Engineering Investigation Proposed West College Avenue Apartments 2150 W. College A venue Santa Rosa, California Dear Ms. Patch: In accordance with your request, we have completed a Geotechnical Engineering Investigation for the above-referenced site. The results of our investigation are presented in the attached report. If you have any questions, or if we may be of further assistance, please do not hesitate to contact our office at (925) 307-1160. DRJ:ht With Offices Serving The Western United States 1061 Serpentine Lane, Suite F •Pleasanton CA 94566 • (925) 307-1160 •Fax: (925) 307-1161 04219004 Report (West College Ave Apartments).doc -
Harvesting Peat from the Bog to Your Operation
MEDIA & FERTILIZER Harvesting Peat from the Bog to your Operation Figure 1. A virgin sphagnum bog in Quebec, Canada. Learn what’s involved in harvesting, packaging and shipping peat for horticulture production. The Canadian Peat Moss Industry By Neil Mattson, Bill Miller and Jeff Bishop • In 1999, 1.2 million metric tons of peat (10 million cubic meters) was harvested in Canada. n the 1960s, professors at Cornell University Harvesting and Processing were among the fi rst to advocate the use of peat When a company wants to open a new peat • It is estimated that 70 million metric tons in their soilless Peat-Lite mixes for greenhouse bog for harvesting, surveys are conducted to of peat accumulates annually in Canada, so production. Several properties of peat moss determine if a site contains horticulture grade current harvesting represents 1.7 percent Ihave led to its widespread adoption by the industry sphagnum. Th e peat should have a depth of at of annual accumulation. Thus, peat is over the intervening decades; these include: high least 2 meters, as it is desirable that a bog be able accumulating some 60 times faster than water holding and cation exchange capacity, lack to be harvested for many years (Figure 2). Ditches it is being harvested. of residual herbicides and weed seeds compared are built to drain surface water and access roads • Canada is estimated to contain 280 mil- to soil and composts, and low incidence of root- lion acres of peat land. In contrast, the peat borne pathogens. industry harvests on ca. 42,000 acres. -
Heavy Equipment & Earth-Moving Activities
Spill Response Agencies This brochure is one of a series of pamphlets • Erosion Prevention describing storm drain protection measures. ! To report a spill or release of hazardous material that actively threatens people or property call: Other pamphlets include: Stormwater ! After clearing, grading or excavating, ex- City of Long Beach - Fire Department posed soil poses a clear and immediate danger of Dial 911 Automotive Maintenance & Car Care Best Management stormwater pollution. Revegeta- ! To report a spill or release of motor oil, paint, solvents, or fuel in immediate danger of entering storm drain system call: Food Service Industry tion (permanent or temporary) City of Long Beach - Fire Department Fresh Concrete & Mortar Practices (BMPs) Dial 911 is an excellent form of ero- Application sion control for any site. If not in immediate danger of entering storm drain system call: General Construction & Site City of Long Beach - Fire Department Supervision Avoid excavation (562) 436-8211 ! To report non-hazardous spills in sewer system call: Horse Owners & Equine and grading activities during wet weather. City of Long Beach - Water Department Industry (562) 570-2390 Home Repair & Remodeling ! Construct diversion dikes to channel runoff Storm Drains & Public Streets around the site. Line channels with grass or ! To report clogged catch basins & drains call: Landscaping, Gardening & Pest Control City of Long Beach - Water Department roughened pavement to reduce runoff veloc- (562) 570-2390 Painting ity. ! To report sediment of mud in public street or alley call: City of Long Beach - Department of Public Works Swimming Pool, Jacuzzi & (562) 570-2700 Fountain Maintenance ! Cover stockpiles and excavated ! To report trash, leaves, branches, & grass clippings in the Roadwork & Paving soil with secured tarps or plas- public street or alley call: City of Long Beach - Department of Public Works For additional brochures call: tic sheeting. -
1949 December Engineers News
... OPERATING .E·NGINEERS LO·CAL 3 STATIONARY ENGINEERS ··LOCAl· 39 SAN FRANCISCO, CALIF. DECEMB.ER 15, '~<!14~ :A Strong Program fo_r Jobs~ Green Green\ to DEVELOP STATE'S . , s NEEDS, RESOURCES, GOVERN,OR IS TOLD AFL Building T"?ades Department and the Associated G-en Rolise California into action on projects vitally needed in eral Contractors of America have filed a request with NLRB .its new, post-war status, and at the same time produce jobs asking blanket exemption from Taft-Hartley labor law elec badly needed to keep its inflated population gainfully em tion requirements on the grounds that elections in this indus.., ployed, Governor Warren was advised by a strong confer~ try ar~ impractical, costly, 90 per c:ent AFL supporting thus ence of business, labor and civic leaders in the state's capital · far, and wholly unnecessary.. on December 7, 8. ~R,J~w 8 ~~~m(!d Thus th~re was climaxed. t wo Public works, coristruction,e civic - AFL President. rg ·. Washington. 'un~~ ~ "~ ~ years of costly red tape caused .bY :r_:1eeds, private building needs, and 15,000 Arrive in William Green (left) pins flower V a. ·' on Leonard G1•een (no relation), r!lr the ill-begott en Taft-Harney law other projects that are or may b~ ·assistant general secretary N a f'tt-rnst.::.t·n. ~A~~:i'tftl~_ r .),;})0 a I!Jl!U ~ ~~~ni!J~~s and a growing protest against it ~ lagging for one r eason dr another l.ional Union of Operative Hea-ting, A S ·cant Each nth Domestic, Ventilating Engineers TO. -
For Geotechnical Investigations Over Quarry 1 and Quarry 2
ENVIRONMENTALWORK PLAN For Geotechnical Investigations Over Quarry 1 and Quarry 2 CRATER RESOURCES SUPERFUND SITE UPPER MERION TOWNSHIP MONTGOMERY COUNTY, PA Prepared for: Renaissance Land Associates, L.P., Renaissance Land Associates II, L.P. and Renaissance Land Associates III, L.P. King of Prussia, Pennsylvania Prepared by: Synergy Environmental, Inc. Royersford, Pennsylvania Synergy Project No. 14-00151-01 March 2016 AR301824 Table of Contents 1.0 INTRODUCTION .................................................................................................................. 2 1.1 Previous Superfund Remedial Action Construction................................................................... 2 1.2 Approved Activities ..................................................................................................................... 2 1.3 Proposed Activities ...................................................................................................................... 3 2.0 PLANNED CONSTRUCTION CHANGES ............................................................................... 3 2.1 Geotechnical Borings within the Quarry limits .......................................................................... 3 2.2 Soil & Material Handling for Geotechnical Borings .................................................................. 4 2.3 Temporary Impacted Soil Staging and Disposal ........................................................................ 4 2.4 Documentation and Reporting .................................................................................................... -
An Energy Model for Sustainable Decision-Making in Road Construction Projects
AN ENERGY MODEL FOR SUSTAINABLE DECISION-MAKING IN ROAD CONSTRUCTION PROJECTS Jan Krantz, Weizhuo Lu, Tim Johansson & Thomas Olofsson Luleå University of Technology, Sweden. ABSTRACT: Road construction operations often require considerable amounts of energy in the form of fossil fuels, thus generating substantial greenhouse gas (GHG) emissions. While fuel efficiency of the heavy construction equipment is extensively studied, limited attention is given to how the construction process can be planned in order to reduce energy use and GHG-emissions. In this study a conceptual model is proposed for the assessment of energy use and GHG-emission on-site at road construction projects. The model is applied to a road construction project to evaluate production alternatives in the early planning stages of the project. As a result the most favorable alternative in terms of energy use and GHG-emissions could be selected during the construction phase. This demonstrates the model’s ability to quantify environmental effects and energy use of different production alternatives. KEYWORDS: Earthworks; Energy estimation; Greenhouse gas emissions. 1. INTRODUCTION AND BACKGROUND Road construction generally requires extensive earthworks operations such as excavations, hauling, and depositing of materials as well as crushing of rock. These operations require large and energy intensive equipment and thus generate considerable amounts of greenhouse gas (GHG) emissions (Apif M, Phil 2013). (Stripple 2001) estimated that the amount of fuel needed to construct a road is about 5% of the total fuel consumption of all traffic, of 5 000 vehicles per day, using the road during its expected lifetime of 40 years. Energy efficiency, as a measure for mitigating GHG-emissions, has become one of the most important centers of attention for the Swedish Transport Administration (STA). -
Cover Technical Guides Convert.Indd
If there are sharp curves in the road where vehicles can maintain a high speed, invert In sharp curved the the camber of the road (see also fi gure 43). This will reduce the risks of slipping camber of on the vehicles. Inverting the camber is gradually built up over a 20m section before entering outer side needs to into the curve. be inverted Figure 45: Example of inverting the camber in a sharp curve 7.4 Graveling In the past graveling of roads was considered an effective and cost-effective option Gravel surfaces for surfacing low-volume rural roads. Recent research however shows that gravel have many roads have serious limitations in many situations. Very often gravel surfaces are not limitations appropriate, affordable or sustainable for rural roads. There are for example serious problems related to the maintenance and sustainability of gravel surfaces (or ordinary earth roads). Although the initial construction costs of gravel roads are low, the maintenance costs are very high. The suitability of graveling roads depends on a range of factors. These include for example the road gradient, rainfall, material quality, haul distance and maintenance regime. Gravel should NOT be used if any of the following conditions, or a combination of them applies: Gravel quality is poor; Situations Compaction & thickness cannot be assured ; where gravel is not suitable as Haul distances are longer than 10km; surface option Rainfall is very high – Gravel loss is related to rainfall; There are dry season dust problems; Technical Guidelines for Supervisors Technical Traffi c levels are high, i.e. more than 200 vehicle equivalents per day; 49 Road gradients are more than 6% (with < 1,000mm rain per year) or more than 4% (with 1,000 – 2,000mm rain per year); If rainfall is more than 2,000mm/year; Adequate maintenance cannot be provided; Sub-grade is weak or soaked; Gravel deposits are limited or environmentally sensitive. -
Trade Catalogs in Degolyer Library
TRADE CATALOGS IN DEGOLYER LIBRARY 1. AGRICULTURE. A. Buch's Sons Co. ILLUSTRATED CATALOGUE AND PRICE LIST. LAND ROLLERS, LAWN ROLLERS, CORN SHELLERS, WHEELBARROWS, CORN MARKERS, STRAW AND FEED CUTTERS, STEEL AND CAST TROUGHS FOR STOCK, CELLAR GRATES, AND A FULL LINE OF SMALL IMPLEMENTS. (Elizabethtown PA, 1903). 64pp. 2. AGRICULTURE. A. W. Coates & Co. CENTENNIAL DESCRIPTIVE CIRCULAR OF THE COATES LOCK-LEVER HAY AND GRAIN RAKE. (Alliance OH, 1876). 3. AGRICULTURE. Abeneque Machine Works. GAS & GASOLENE ENGINES. TRACTION ENGINES, WOOD SAWING OUTFITS, PUMPING PLANTS, PNEUMATIC WATER SYSTEMS, HAY PRESSES, HAY HOISTS, GRINDERS, ENSILAGE CUTTERS, SAW MILLS, THRESHING MACHINES, GENERAL FARM MACHINERY. (Westminster Station VT, 1908)., 24pp. 4. AGRICULTURE. Albion Mfg. Co. Gale Sulky Harrow Mfg. Co. GALE SULKY HARROW CULTIVATOR & SEEDER. (Detroit & Albion MI, [1882]). 5. AGRICULTURE. American Harrow Company. AMERICAN. THE MAKING AND SELLING OF AMERICAN MANURE SPREADERS. (Detroit MI, 1907). 6. AGRICULTURE. American Seeding Machine Co. Empire Drill Co. AMERICAN SEEDING MACHINE CO. ALMANAC AND HOUSEHOLD ENCYCLOPEDIA. (Springfield OH, 1905). 7. AGRICULTURE. Avery Company Manufacturers. AVERY TRACTORS, PLOWS, SEPARATORS, AND STEAM ENGINES. (Peoria IL, 1916). 8. AGRICULTURE. Avery Power Machinery Co. AVERY STEEL THRESHERS. BETTER AND SIMPLER. (Peoria IL, circa 1930). 9. AGRICULTURE. B - L - K Milker Company. B - L - K MILKER. (Little Falls NY, circa 1930, 8pp.. 1O. AGRICULTURE. Bateman Bros. Inc. CATALOGUE No. 28. FARM IMPLEMENTS AND SUPPLIES. (Philadelphia PA, 1928); 171pp. 11. AGRICULTURE. Bateman Manufacturing Company. IRON AGE FARM, GARDEN AND ORCHARD IMPLEMENTS. HOME, FARM AND MARKET GARDENING WITH MODERN TOOLS. (Grenloch NJ, 1918). 12. AGRICULTURE. [Bees]. A.I.Root Company. ROOT QUALITY BEE SUPPLIES.