This method statement defines the methodology for execution of backfilling and compaction procedure related to earthwork & to describe the sequence of activities, utilization of resources, documents & drawings involved, maintaining & recording documents & data to meet project specific & contractual obligations and risk assessment for the activities involved Safe work method statement for back filling of the excavation area is provided in steps as below. Ensure all clearances from the concerned Government Department obtained. Selected working area should be barricaded to avoid accidents. Ensure suitable access / safe ramps provided for safety of all site personnel's proper safety PPE to be followed Procedure for Controlled Backfilling When instructed by the Engineer-in -Charge, controlled backfilling shall be done. Material shall be spread in un compacted layers of thickness approx. 200 mm and rolled by adequate number of passes of a 10T vibratory roller so as to achieve 90% of the maximum Proctor density of the fill material. 7 .5.2 Excavation, Backfill & Compaction Procedure 5. Job Safety Analysis 6. Emergency Plan Flow Chart 2 2 2 4 4 4 4 5 5 5 937. PTT Phenol Project , Site Preparation Excavation, Backfill & Compaction within the Swamp Area 2 of16 My Documents/ Ã ¦ µ¦ nµ Ç/J.1953/ µ ° ª¸«´ ·Í/Method Statements/Swam
This procedure describes the controls and methods used when performing excavation and backfill activities to support maintenance or inspection tasks on existing pipelines or facilities. This procedure does NOT cover excavations under the following conditions Section 02220 Trenching, Backfilling and Compaction of Utilities Page 02220-1 Safety and Health Standards for the Construction Industry as adopted by the Safety and Health Codes Commission of Virginia. D. The Contractor shall comply with Virginia Department of Conservation and bypass pumping requirements and procedures. B Construction Safety & Quality Consensus Guidelines Trenching and Excavation Safety Document Revision Date CS-S-12 1 June 2019 4.3.15 Verify, prior to backfilling, that equipment, materials, or other debris generated during the process of work activities are removed Begin backfilling at the corners and be sure that the distribution of the soil is even so as to provide ample lateral support for the walls of your home. Use an excavator to fill in twelve inches of mixed materials on the sides of the area. After which, compress the soil and stone using the rolling compactor
The Occupational Safety and Health Act requires employers to comply with safety and health standards promulgated by OSHA or by a state with an OSHA-approved state plan. However, this publication is not itself a standard or regulation, and it creates no new legal obligations. Cover photo courtesy of Speed Shore Corp use the templates to develop task specific safety procedures to address the standards of care required for the specific tasks. In most cases, a Safe Work Procedure (SWP) will provide a systematic process to follow to ensure that all safety considerations and precautions are in place prior to starting the job SAFETY SHOES AIR PURIFYING RESPIRATOR. SUPPLIED RESPIRATOR. PPE CLOTHING GLOVES Cut-resistant. OTHER Chaps. ¹JOB STEPS ²POTENTIAL HAZARDS ³CRITICAL ACTIONS TO MITIGATE HAZARDS Backfilling & Compacting Soils Slips, Trips, Falls Clear walkways, work areas of equipment, tools,construction debris and other material Backfilling is the process of putting the soil back into a trench or foundation once excavation, and the related work has been completed. The backfill process requires skills and heavy equipment as well as knowledge of the specifications, contract requirements, and soil conditions
Work Procedure back fill Layer Procedure 1: The backfill material is spread to a loose depth of the backfill layer is 350 / 300 mm (Select fill / clean sand) and after compaction the final thickness shall be 300mm. No compaction test in case of clean sand as backfill material many trenching, shoring and backfilling jobs you have done in the past, approach each job like it is your first, with the utmost care and preparation. It is important, before beginning the job, to estab-lish and maintain a safety and health program for the work site that provides adequate systematic policies, procedures and practices to protect em
Excavation Safety Procedure Document Ref No: CSP/EXS/002 Rev 01 Date of Issue: 01/ 01/ 2016 6.1.3. Excavated material must not be permitted to accumulate in the work area or aisles. It should be shifted away. 6.1.4. Excavation bracing and shoring must be checked by qualified person, prio The purpose of these procedures is to ensure that excavations (including ground disturbance activities) are conducted in a safe manner and in compliance with applicable regulations. They cover planning, performing, and closing out excavations in which contact with soil is expected - such as trenching, drilling, removing, or penetrating soil - that meet any of these conditions at any time 7.4 Spot Backfilling Spot backfilling shall be used to restrain the pipe after it has been lowered into the trench. Spot backfill shall have full specified cover and shall cover all preformed bends a distance of 6 m to each side of the centers of the bends. The maximum clear distance between spot backfills shall be as specified by the project.
backfill at the location where the excavation is made, to other parts of the work where filling is required, or disposal of all surplus material on other sites provided by the Contractor. D. Backfill and Fill Compaction Test consolidated backfill material in trenches around pipes and structures i The Contractor shall not commence backfilling until the work has been inspected and approved by the Company. Backfilling operations shall meet the requirements of SP- 1208 and this Guideline. The materials and disposition of layers shall be in accordance with Table 1 and Figure 1 of this guideline The procedure to be followed in doing backfilling and plinth filling isdescribed here.Please visit http://www.youtube.com/paramvision
Standard Operating Procedure 08 COMPACTION Status: Final 01/28/2015 Standard 06/01/2016 Creation Date: Purpose: This SOP is intended to be used as a guideline for rown's ackhoe Service, Inc. employees who oversee and perform backfilling activities for trenches containing utilities, wellheads, PAP systems, conductors, and general excavations. Scope 4. Road safety rules to be followed and speed limit restrictions at the site (10 Km/hour) to be followed. 5. Before engaging the vehicle on the site, it should be checked by the P&M Engineer and Safety Officer. 6. For proper reversing, the helper should be engaged to assist the driver with a hand signal or with a flag. 7 excavation safety program manager, and subcontractors, Safety Services, Waste Management, Radiation Protection, and Environmental Protection. 2 Procedures The following describes the procedures for planning, conducting, and closing out excavations. For an overview, see Figure 1 This practice covers general methods and procedures. Procedures and practices associated with specific equipment should be based on manufacturer's recommendations. The Occupational Safety and Health Administration (OSHA) governs construction safety including excavations. OSHA 29 CFR, 1926 addresses construction industry safety regulations
safe manner. Site Supervisors shall ensure the requirements of this procedure, related elements of the Occupational health & Safety regulation, and applicable industry best practices are applied at all times. Site Supervisors must hold a pre-job meeting with the crew to discuss the hazards and control measures for the work to be done Specific tools for the job are selected, sound house-keeping practices are discussed, review MSDS specific for this task. Review and sign the work permit, review and sign the PHA/SWP. Operator's manual for any powered equipment is available and will be reviewed for proper use and safety. Check tools and GFCI daily before each use Method Statement for Excavation and Backfilling for Underground Services Status Code 2 Comments as Noted 1) Rename the document as Method Statement for Excavation and Backfilling for Underground Services 2) For other comments refer the marked-up document Coord PX3/P3, PX3M2 Dated 11-Apr-2015 TL/15/0709 ABU DHABI GA AS INDUSTRIES LIMITED (GASCO) NEW RUWAIS OFFICE BUILDINGS Doc : 0500604 4-MS. backfill operation the Inspector should check for the following: 1. Prior to beginning the backfill check the extent of cave-ins under any hard surface that may be present. 2. Ensure that existing utilities are marked on the pavement surface and are backfilled carefully so that they are protected during the backfill operation. 3 This method statement describes a proper work procedure shall be carried out during the backfill Work of soil. Earthwork forms a part of the installation procedures of box culverts, retaining walls, foundations, and substructures. In order to ensure an adequate foundation for such structures, backfill material must meet certain specifications and be compacted by acceptable methods to adequate.
.1 EARTH BACKFILL A. Earth backfill shall be native soils free of debris, trash, rocks over 2 inches in diameter and other objectionable material. 2.2 CEMENT STABILIZED SAND BACKFIL 2 in. Structure Backfill 245 lb 1 1/2 in. Structure Backfill 190 lb 1 in. Structure Backfill 135 lb 1/2 in. Structure Backfill 60 lb All sands No. 4 & No. 30 B Borrow 25 lb The weight of the sample depends on the maximum particle size of the material being inspected. As a rule, a larger top size material the larger the sample Always remember safety first, no job is so important that your safety or the safety of your fellow workers should be put in jeopardy. If at any time you come across a procedure or a section within a procedure that doesn't work, or that you believe can be improved on, don't keep it to yourself Safety Procedures. General Requirements. If evidence of a situation that could result in possible cave-ins, slides, failure of protective systems, hazardous atmospheres, or other hazardous condition is identified, exposed workers will be removed from the hazard and all work in the excavation or trench stopped until all necessary safety. Contract : Contract No. : Construction Process : 1. SCOPE OF WORKS This covers backfilling and compaction for embankment, underneath concrete slab on fill and foundations. 2. CONSTRUCTION PROCEDURE Backfill Materials -Prior to the start of backfilling and compaction works, (Embankment) sources of materials for backfill shall be tested and approved according to required specifications
Backfilling and Reclamation Grinding and Sanding pipeline Anomalies Site assessment Questionnaire and safety check list Daily Tailgate Safety Meetings 2 References API 1163 ASME B31.4 / ASME B31.8 ISO 9712, EN 473 or equivalent Client Specific Assessment Procedures 3 Personnel 3.1 Responsibilitie Drilling Safety Procedure (S3[APAC]-321-PR1) Revision 0 May 29, 2018 PRINTED COPIES ARE UNCONTROLLED. CONTROLLED COPY IS AVAILABLE ON COMPANY INTRANET. 1/5 APAC Drilling Safety Procedure S3[APAC]-321-PR1 1. Purpose and Scope a. The purpose of this procedure is to provide direction to AECOM employees who are managing, or working in th Backfilling the trench. Safety control method: The safety procedure generally has to be applied for all Engineers, Supervisors, and Workers as following bellow: Make sure that all personal protection equipment (PPE) be provided on site before starting work such as helmet, safety boot, safety glasses, glove, mask etc.. Occupational Safety and Health (OSHA) Hazardous Waste Operations Emergency and Response (HAZWOPER) program, Geosyntec's Health and Safety (H&S) Procedure HS 301, and the H&S requirements of the client. 2. SIGNATURES . 2.1 Preparers and Reviewers . This HASP must be maintained on site when field work is being performed. The Site Health an
The purpose of this civil work method statement is to define the procedure for piling construction works at a project in accordance with the requirements specified in the relevant specifications, procedures and drawings, considering safety and quality of the work activities. The scope of work may include piling construction works at the existing ground level Operators: To operate the machineries on site and follow safety procedures as required. 8. Safety Hazards and Risks Manual handling of shutters, reinforcing bars etc. Cement burns from wet cement. Arm and back strain for steel fixers. Precautions: Workers must be provided with safe access to the work View All Hydrovac Equipment: Safety Procedures and Best Practices. Jul. 25, 2019. Hydrovac equipment can be utilized as a best practice for all infrastructure projects, whether they be safe excavation around utilities, debris removal, trench digging or backfill restoration 22 (a) Bag of petroleum coke backfill used for impressed current anode beds, and (b) spherical grained petroleum coke structure..23 23 Example of device for centering anodes in deep well anode beds..24 24 Schematic diagrams show the proper procedure for metallurgicall
3. Backfill: Backfill in small lifts a few feet at a time and use a compactor on each lift. (This is the method used for highway grades to prevent roads from settling under heavy traffic.) 4. Cap layer: Cap the backfilled area with a low-porosity soil, such as clay, sloped away from the home. 5 1.1 The purpose of this manual is to provide a uniform procedure for obtaining aggregate samples used as backfill material for mechanically stabilized earth (MSE) walls. 1.2 The manual also describes the tests required on the backfill material . If trench walls are not supported by, the safety distance should not be less than one-half the depth of the trench. If the trench walls are protected, the safety distance still should be maintained, varying with soil types
Health and Safety at Work Act 1974. Health and Safety in Construction, HSG150, HSE. Management of Health and Safety Regulations, 1998. Manual of Contract Documents for Highway Works.Volume 1: Specification for Highway Works. Protecting the Public:Your Next Move, HSG151, HSE. Safety at Street Works and Road Works - a code of practice (Second. . 9(29) and 8(9)] prepare and review, at least annually, a written occupational health and safety policy for the workplace, and develop and maintain a program to implement that policy [OHSA s. 25(2)(j)
The invention relates to a backfilling method for tunnel construction through a TBM method and equipment for the backfilling method.The backfilling method that TBM pea gravel backfilling and grouting has many technical defects, the time limit for a project cannot be guaranteed, and backfilling quality is quite unstable.According to the backfilling method, backfilling is carried out at 360. health & safety of all employees of Cleantech Construction, and members of the public. 6. Leave emergency equipment (First Aid, Extinguisher, Spill Kit) out near the works area ensure that a copy of the emergency procedures plan is on site and located in a known location 7 Job Safety Analysis - Michigan. Posted: (6 days ago) Establishing proper job procedures is one of the benefits of conducting a job safety analysis carefully studying and recording each step of a job, identifying existing or potential job hazards (both safety and health), and determining the best way to perform the job or to reduce or eliminate these hazards Millones de Productos que Comprar! Envío Gratis en Productos Participantes . Final Status Survey Technical Data Packages (TDPs) for each Survey Unit Project Construction Report and Lessons Learned Report. 4.0 BACKFILL AND COMPACTION 4.1 IMPORTED MATERIALS Material used to replace soils excavated will be imported from a subcontracted borrow source
Follow procedures that will keep the trench free of seepage and sur - face waters. Excavate the trench at the same rate as pipe installation with a min-imum distance, as dictated by safety, separating the two operations. Backfill the trench as soon as practicable after pipe installation. Trench Width and Shap TRENCHING & BACKFILL 02202-2 1.03 SUBMITTALS A. Certified test reports for the permeable material backfill tested in accordance with ASTM C 136. B. Samples: Submit 1 gallon size sample of permeable material for approval. C. Shoring and Sheeting Plan: Before starting work submit a CAL-OSHA permit for the shoring and sheeting plan when trench excavation is five feet deep or more Backfill Procedure Backfill around the manhole equally to prevent tipping. Compact the fill in the same way as the standard trench procedure. Backfill material should be clean and free of large rocks. The size of the vibration equipment should be suited for site conditions to avoid damage to the manhole. Testing Procedures > Contractors are responsible for the public's safety at excavation sites until inspection and backfilling is complete. > If damage occurs, contractors must contact the necessary authorities and ATCO Gas immediately. In an emergency, the operator may be asked to render assistance. EXCAVATION METHOD Safety and Health Regulations for Construction requires observance of its safety and other guidelines during all phases of construction including foundation preparation, excavation, pipe handling, assembly and backfilling. Stricter requirements may be required in some states and local jurisdictions
Waste Disposal Procedures Ensure all areas are kept clean and tidy Resources Working Procedure (COFA Manual Handling Safe Issue Date: 16/3/2011) List legislation, standards and codes of practice used in development of the SWP Work Health and Safety Act 2011 (NSW), Work Health and Safety Regulations 2011 (NSW OPERATION, SAFETY & PROCEDURE GUIDELINE MANUAL FOR RUB-R-WALL® PLUS WATERPROOFING as manufactured by Rubber Polymer Company, LLC 5760 County Line Road Cumming, GA 30040 Direct Telephone: 770-410-1545 * Fax Line: 770-410-1347 Website: www.rpcinfo.com General E-mail: firstname.lastname@example.org Page 1 of
4.6 Proper Lifting Procedures - Manual Lifting 4.7 Procedures When Working in Hot Humid Conditions 5.0 Safety Rules 5.1 Equipment Operation and Maintenance 5.2 Excavation 5.3 Power Lines 5.4 Compressed Air 5.5 Gas Powered Equipment 5.6 Backfilling 6.0 Maintenance Program 6.1 Policy 6.2 Program 6.2.1 Manufactures Specificatio Safe work practices are generally written methods outlining how to perform a task with minimum risk to people, equipment, materials, environment, and processes. Safe job procedures are a series of specific steps that guide a worker through a task from start to finish in a chronological order. Safe job procedures are designed to reduce the risk.
Current standards for granular backfill limit the fines passing the No. 4 sieve in Granular Grade 1 and Granular Grade 2 and structural backfill to no greater than 8 and 15 percent passing by weight No. 200 sieve, respectively. The percent of fines for jetting and flooding backfill should be as close to zero as possible to ensure adequate drainage 15years. The same methods and procedures used in the late seventies are still used today. The objectives of the U.S.Bureau ofMines Abandoned Mined Land Subsidence Abatement Research Program are to improve subsidence abatement practices through the evaluation of current backfilling methods, to increase the use of sound geo The most important aspect of improving safety procedures on site is to ensure they get done, and that tracking the process properly is easy and formalised. Having an understood process and standardised excavation permit and approval workflow ensures excavations go down without a hitch, and then all of your equipment, assets and people stay safe
Excavation should be done according to the lines and grades provided on the plans or as per instruction. Arrange slopes, benching, sheeting, bracing, pumping, and bailing as per requirement to retain the strength and safety of excavations up to 5 ft. deep. Proper excavated material should be used as backfill or as embankment fill B31.1 - 2012 Power Piping covers the testing procedures for hydrostatic and pneumatic tests in only two pages. The emphasis is on the process of pressure testing, rather than on pressure testing safety. To bridge the gap, this publication focuses on safe work practices designed to help prevent worker injury during hydrostatic and pneumati Pipe & Box Culvert Backfill • Excavation must be wide enough to accommodate compaction equipment • Simultaneously backfill on both sides • Static roll until fill is 4 feet above top of pipe or box • Rocks > 2 must be moved away from structures a minimum of 12 Final Backfill 12 Min Cover Absolute min 12 (except entrances 9 The Construction Manual contains policies and procedures related to the duties of Caltrans Division of Construction personnel, is for information only, and is intended as a resource for personnel engaged in contract administration.. Be alert for new or revised specifications that may affect the current manual guidance for contract administration. As specifications, practices, procedures, and.
This procedure is to be read in conjunction with: • Work Health and Safety Act 2011 • Work Health and Safety Regulations 2017 • SafeWork Australia Guidelines and Codes of Practice • SafeWork NSW Guidelines and Codes of Practice • Electricity Supply(Safety and Network Management) Regulation 201 B. Backfilling. 1. Materials for trench backfill shall be as shown on the Drawings. 2. Pipe bedding: a. Consists of preparing an acceptable pipe foundation, excavating the pipe groove in the prepared foundation and backfilling from the foundation to 12 inches above the top of the pipe 31 23 33 - 3 Trench Excavation and Backfill 1.07 ENGINEER'S REVIEW A. The duty of the Engineer to conduct construction review of the Contractor's performance is not intended to include a review or approval of the adequacy of the Contractor's safety supervisor, the safety program, or any safety measures taken in, on, or near the construction. ACKNOWLEDGEMENTS This document was developed through the generous and continual support of all CEPA Foundation and INGAA Foundation members
tailings settlement during backfilling, and having more of this material placed using conventional earthworks (resulting in higher density). The tonnage of waste rock, volumes of impacted and unimpacted water, and time to backfill were quantified for these options by way of backfill schedules and material balances J. Backfilling progresses with removal of support system. K. Excavation of material to a level no greater than two feet below the bottom of the support system and only if the system is designed to support the loads calculated for the full depth. L. Shield system placed to prevent lateral movement Currently, for the backfilling, we are required to backfill, with sand, in 6 lifts up to 9-in above the pipe. From there we will backfill with the excavated spoils (clay material) and compact in 4-in loose lifts and testing for 95% density test (ASTM D6938). The testing starts with the 2nd clay lift typical safety factor of 2.0. The friction angle of the backfill is an important parameter when evaluating the stability with Equation 2. This parameter can be obtained with laboratory (triaxial, direct shear) or in-situ testing. The friction angle of the studied Imiter backfill is assumed to b
Safety laws and regulations WorkSafeBC and Technical Safety BC require you to obtain buried gas line location information and hand dig to expose the lines. For specific information about regulations that govern excavating or working near pipelines in B.C., contact: Technical Safety BC Safety Standards Act and Gas Safety Regulation. Cal/OSHA Guidance for Construction Employers. Construction employers must comply with Cal/OSHA regulations found in the following subchapters of California Code of Regulations, title 8, chapter 4: subchapter 4 (Construction Safety Orders); subchapter 5 (Electrical Safety Orders); and subchapter 7 (General Industry Safety Orders) The links below provide the Bechtel National, Inc. (BNI) Safety and Health Program implementation procedures. These procedures are provided to assist bidders in the preparation of proposals and for subcontractors to implement when performing work under a BNI subcontract agreement
Company safety and environmental requirements, drawings, plans, and specifications; as well as the terms of the construction contract or agreement. The Inspector may also b Damage to the pipe or coating must be reported to ATCO Gas. Hydrovac contractors. Must carry a Material Safety Data Sheet (MSDS) for natural gas and be aware of emergency procedures. Cover and barricade all open holes and excavations. Responsible for the public's safety until inspection and backfilling is complete FRP Pipe Installation. To install the pipes, the following procedure can be used, as a function of the type of joint and of the pipe diameter: a) for any type of joint and diameter: lay and align the pipe bars on the bed that has been previously prepared, and perform the junctions inside the trench
SAFETY AND HEALTH PROGRAM: Prior to start of field construction operations at the job site, submit a Safety and Health Program as specified under Section 1.4, Safety and Health. 3 E8.42 - Service Pedestal and Safety Switch E8.43 - Electrical Testing E8.44 - Emergency Preemption Detector E8.45 - Reserved E8.46 - Loop Detector E8.47 - Lighting Control Cabinet E8.48 - Reserved E8.49 - Reserved E8.50 - Luminaire E8.51 - Aluminum Lighting Standar Backfilling - Designing Buildings Wiki - Share your construction industry knowledge. Backfilling is the process of reusing or replacing the soil that is removed during the excavation of foundations, ground bearing slabs or other groundworks to support and strengthen a structure. It protects foundations and forms part of the substructure of slabs, roadways, walkways and other groundwork elements Backfilling material: Try to backfill with the excavated soil. And check the backfilling material is free from large lumps, organic or any other foreign materials. Check all shuttering materials are removed before backfilling. Check backfilling process: Backfilling should be done evenly on all sides. Check that is being done properly 2. Procedures for foundation and pipe zone bedding placement, and trench backfill compaction. 3. Procedures for assuring compaction against undisturbed soil when pre-manufactured trench safety systems are proposed. C. Submit backfill material sources and product quality information in accordanc
Procedures for Pipelines, which has been rescinded. Inspector Safety and Conduct . Safety is important to the AER, with field operations staff conducting their work in accordance with recognized standards of practice. When identified, field operations staff will also report unsafe operatin 4. Safety. All works shall comply with safety procedure or instruction set out in project safety plan and municipality rules and regulations. Basic PPE to be worn by all staff and laborers. Trained operator and banksman would be engaged to control or operate heavy equipment machine. Provide sufficient lighting whenever night casting. 5. Backfilling: Timing is Important. If you've chosen a poured concrete foundation wall for your new home, it's imperative to give the concrete plenty of time to strengthen prior to backfilling. Dirt and moisture put a tremendous amount a pressure on a foundation wall An investigative procedure for generating site characterization information relative to the design, pernnitting, execution, aia certidcation of horizontal directionally ddled (HDD) pipeTine instaUations is presented by this paper. Concentration -ts on proiects involving lag - i.e. greater than 20 inches - diameter pipe


The SPRING EUROPA project, which will be built in the Eski Bahariye Complex in Eyüp, the center of Istanbul, will be implemented as a transformation project. The SPRING EUROPA project, which will be on a land of 20 thousand 800 square meters, will be made of 27 8-storey blocks. There are 593 independent residences in the SPRING EUROPA project. There are 2+1, 3+1, 4+1 and 5+1 residence types in the project.
In the SPRING EUROPA project, an indoor swimming pool and fitness center will be put into service as social underwear. Within the blocks to be included in the project, the vehicles of the residents of the flats will be in the parking garages.


Temporary Road Closure: North Hinksey Lane 11th-15th February. A request has been received from Thames Water for a temporary road closure to apply to a section of North Hinksey Lane whilst water mains works are carried out. Access will be maintained for emergency service vehicles and for those frontages within the closure area, subject to the progress of the works and liaison with the works supervisor. For details of the extent of the closure and also the alternative routes for traffic see the drawing. Further information regarding the works may be obtained by contacting Thames Water.


Ontario announces members of Hamilton Transportation Task Force
Hamilton, Halton, Niagara and area news from CHCH – Hamilton, Halton, and Niagara news..
A former politician, a civil engineer, a former journalist, and a government relations specialist will join Hamilton’s city manager Janette Smith as members of the Hamilton Transportation Task Force.
During Wednesday’s city council meeting, it was announced that Smith would be the first member appointed to the local-based task force of non-elected representatives.
In a statement issued Thursday, the province revealed Tony Valeri, Anthony Primerano, Dr. Saiedeh Razavi and Richard Brennan will round out the panel.
Valeri is currently Vice President, Corporate Affairs at ArcelorMittal Dofasco. He served as the federal Minister of Transport and was a Member of Parliament for four consecutive terms, beginning in 1993. Valeri will be chair of the task force.
Brennan is a former journalist who retired from the Toronto Star in 2015. He has reported on politics, including Queen’s Park and Parliament Hill, for most of his 40-plus-year career.
Primerano is the Director of Government Relations for the Labourers International Union of North America (LiUNA). He previously served as Chief of Staff for the federal Ministries of Veteran Affairs, National Defence, Civil Preparedness and Canadian Heritage and advised corporations on corporate affairs, communications and reputation management.
Razavi is Director of the McMaster Institute for Transportation and Logistics, Associate Professor at the Department of Civil Engineering, and the Chair in Heavy Construction at McMaster University. Razavi has a multidisciplinary background and specializes in improving safety, mobility, environmental sustainability, and productivity of transportation systems and infrastructure projects.
Smith was named City Manager at the City of Hamilton in March 2019. She previously worked for the Region of Peel for 30 years where she served as Commissioner of Public Works and Commissioner of Health Services.
The province vowed to create a task force after Minister of Transportation Caroline Mulroney announced last month the province would no longer honour a $1-billion commitment made by the previous Liberal government to build a light rail transit (LRT) system in Hamilton.
Mulroney said the Liberal’s cost estimate for the LRT was off by billions of dollars.
The proposed system was a 14-kilometre rail line that ran from McMaster University through downtown Hamilton to Eastgate Square in Stoney Creek.
Construction was supposed to begin this year and be completed by 2024 but had been delayed.
The newly appointed task force has been assigned to report back to Mulroney before the end of February with a preliminary list of alternative transportation projects that can be delivered quickly and in a fiscally responsible manner.
Hamilton mayor Fred Eisenberger released a statement regarding the task force.
— Fred Eisenberger (@HamiltonsMayor) January 23, 2020
The post Ontario announces members of Hamilton Transportation Task Force appeared first on CHCH.
Source : Shayla Vize Link


We supply and erect a range of shade covers used in the protection against sun and hail. We provide shadeports for both commercial, residential and domestic use.
Our shadeport design are either with 4 poles or cantilever design and the materials used protect you from ultra violet rays, excessive sun and hazardous weather conditions. We offer UV block shadeports and shade cloth which can be designed and fitted to your exact needs. Contact us today for a quotation.
The structure is covered with a knitted polyethylene net which is sewn together with a double needle machine for maximum strength and stretch. The net is fixed to the frame using a galvanised steel cable. All steelwork is primed and painted with enamel.
Our shadeports require little or no maintenance! In the event of damage from extreme weather conditions or motor cars, nets can be replaced at a low cost.


Stabilisation of Onshore Calcareous Sand Using Colloidal Silica Nanoparticles and Alumina Powder by Means of Electrolysis and Incorporation of Electrokinetic Geosynthetics (EKGs)
A ground improvement environmentally safe method aiming at the solidification/stabilisation of onshore calcareous sand
Very few exceptional small bench-scale studies are present on offshore calcareous sand and none on onshore calcareous sand. This is clearly due to the hydraulic conductivity of granular materials which would make it almost impossible for the soil to retain an aqueous electrolyte within its pores long enough for the electrokinetic process to be completed. A new method is needed for the stabilization of onshore calcareous sand, aiming for better seashore conditions and most importantly does not have any environmental impacts.
The treatment induces electrochemical reactions that generate electro-cementation. Hardening of the treated soil is achieved at both the anode and the cathode as a result of ion migration and exchange leading to the formation of new minerals (mineralization) and their precipitation inside the soil mass. Passing an electric current causes metal degradation of the anode. The method results in the electro-cementation of the calcareous sand through the formation of calcium silicate hydrates (CSHs) and calcium aluminate hydrates (CAHs) in the treated sand samples. Pozzolanic reactions continue beyond treatment time. In addition, iron-rich cements are also formed due to the degradation of stainless-steel/iron electrodes which are used as sacrificial anodes.
- The invention will let the area around the seashore be more eligible for new civil projects development.
- The invention has no unfriendly environmental impacts
A great foundation and subgrade for construction of civil projects.
- Provisional Application filed on 28/7/2022, Application No. 63/393207
- Provisional patent


• The six-mile wall around Swansea Bay, complete with turbines, could generate electricity 14 hours a day and save 236,000 tonnes of carbon a year
• £750million project, along with four others could meet 10 per cent of the UK's electricity needs from the tides by 2023
• Developer Tidal Lagoon Power believes the project will boost a UK supply chain, create a new export market and plenty of jobs if it gets the go-ahead
According to the http://www.dailymail.co.uk Plans have been submitted to develop the world's first tidal lagoon energy project in the UK.
And the ground-breaking project could provide renewable power for 120,000 homes in Swansea, Wales for 120 years.
Developers behind the £750million to £850million Swansea Bay project believe it could be the first step in developing lagoon technology that could meet 10 per cent of the UK's electricity needs from the tides.


2017 Dawson Wallace Corporate Challenge
Every year our team at Dawson Wallace Construction Ltd. selects charities to support. Over the month of November, we had our entire office staff, field staff and three of our Subtrades compete in the annual event. We collectively raised $6,800 towards the Children’s Cottage Society which provides a safe housing situation for families that need a hand up. Thank you to Cassandra Coleman for giving your time and effort putting this event together for our team and supportive trades. We would like to thank all of those who supported our teams and donated to the cause this year.
Crews in full swing at the Amazon Fulfilment Center
Dawson Wallace is pleased to announce we have been selected as the Construction Manager for the full build of the Amazon Fulfilment Center located in Balzac, Alberta. Construction has begun and completion is expected September 2018. Click here for the full the full story on CBC.
Amazon - Horizon
In December 2018 Amazon announced the construction of their Horizon Distribution facility in Leduc County. Dawson Wallace is pleased to announce that we have been selected as Construction Managers. Construction is underway and scheduled for completion in 2020. Click here for the full story from the Edmonton Journal.
Dawson Wallace is committed to positive environmental practices and nothing demonstrates this commitment like LEED Certification. LEED is progressively becoming the standard for newly constructed and existing buildings. Dawson Wallace currently has certified LEED Green Associates to help facilitate the green building process from a construction standpoint.


Seaford Rd Level Crossing: Construction Phase
17 August to 29 September 2018:
Level Crossing Removals - Frankston Railway Line: Background
Closures, elevated rail, bridges and trenches have been announced for level crossings on the Frankston line by the Level Crossing Removal Authority (LXRA).
Seaford Road - Bridge - 6.5m elevated rail on an embankment with a 1.5m lowered road - with trains, wires and gantries, etc. above that 6.5m
Carrum - Elevated Rail, second bridge over Patterson River, proposed relocation of the stabling yards for trains & carriages from Carrum to Kananook
Overton Rd, Frankston - Elevated Rail - FASTtracked - from the LXRA website: "We will announce our preferred builder in May 2017, with construction starting well ahead of schedule before the end of the year. We are aiming to complete the level crossing removal by 2018"
You should acquaint yourself with the designs, their effects on you, your family and your property ..... and have your say - click on the above link.
The link above includes not only information about the crossing removals, but also links to community groups who have been diligently:
developing engineering and other documents
liaising with MPs and Councillors along the Frankston line
collecting petition signatures and presenting them to the Victorian Parliament
collating information for you
The Victorian State Govt specified 11 Level Crossings for removal on the Frankston Railway Line - 3 have been removed by placing the rail line under roads (trench). They are Ormond, Bentleigh and McKinnon.
You can still signup for email updates from the LXRA (details at the above link).


Property By City
Kanishka Developers is a Bokaro Steel City (Jharkhand, India) based builder & developer that is involved in offering dependable building and developing services to the land owners. We offer building and developing services for residential, commercial and industrial sectors. Our name is recognized among the notable builders and developers in the market.
We make use of the advanced machines and quality materials for the building of different projects. Also, we complete the undertaken projects within the promised time frame. We have hired a team of professionals that works in complete coordination with the clients keeping them satisfied at every level.


Beginning sometime in February of 2017, South Jersey Gas, will be doing lateral replacements which will require street openings in the Borough of Pine Hill.
The project will include 18,500’ of pipe with 182 services.
Roads where the project will take place are listed below and the streets highlighted in blue depicts where they will start.
W. 2nd Ave
W. 1st Ave
W. Evanson Ave
Categorised in: Uncategorized
This post was written by Pat Hendricks


Septic Tank Pumping | Septic Cleaning
When it is commercial, industrial, or residential, we provide good excellent work. Our pricing is very competitive!
We’re a professional, neighborhood, family-owned septic service enterprise. SC Septic is quick serviced, friendly, and efficient. Our septic services include septic tank septic, septic tank cleaning, septic tank installation, and some other of your septic support requirements.
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PP film faced construction plywood board, the based board, bottom face has the film, upper face has the film also, from the upper and bottom face, are made up of a high viscosity resin coating, a recycled plastic waterproof layer and PP film protection layer from inside to outside, which fully utilizes the properties of wood and plastics, including recycled plastic water-proof layer and water-proof surface layer arranged in the upper and bottom layers. The recycled plastic waterproof layer and the resin of interlayer and suface and bottom layers sticking together strongly, making the construction plywood board more durable, more smooth and more beautiful. It can be widely applied to outdoor decoration, building, furniture, building materials, cars, ship floors and concrete pouring templates. It has the characteristics of anti penetration, anti ultraviolet, anti aging, and wear-resistant and strong strengthening, and effectively reuses the new wood base and waste plastic and waste wood board. It has the characteristics of environmental protection, high efficiency, energy saving and emission reduction.
- product details


Icon Construction Inc. is an industry leader in modular building design and construction supplying customized, factory direct modular solutions. As a full-service contractor, Icon Construction provides customers a design build to custom specifications with a Turn Key product.Whether you are in search of a portable SCIF, modular office, barracks or any other type of pre-fabricated building solution, our team of experts is able to design, manufacture and implement a comprehensive plan in a compressed time frame.
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Icon Construction can fulfill modular commercial needs with our custom-made state of the art modular buildings. We can help you expand office space, m ...Read More
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As an education supporter, Icon Construction inexpensively creates modular buildings that can serve as portable classrooms, administrative offices and ...Read More
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With growing demand in the healthcare industry, space needs continue to rise at a larger rate than budgets can follow. Icon Construction has a modular ...Read More


Residents and visitors to Portland alike will have noticed a new vehicle slip lane under construction on the Portland-Nelson Road. Although the final phase of asphalting and line-marking ended late last week, the project has been in the pipeline for OneFortyOne Plantations for some time.
The Portland-Nelson Road site houses a purpose built weighbridge for log trucks carrying OneFortyOne products from the forest to the Port of Portland. Over the past two years truck drivers entering the site have reported some serious near misses with other vehicles. These incidents have involved other road users misinterpreting truck drivers’ indicating to turn right into the site, as a permission to overtake them on the inside.
Thankfully there has been no accidents, but the potential consequences of the near misses were enough for OneFortyOne to have a slip lane built for all vehicles entering into their facility.
Work on the project has ramped up over the past nine months with OneFortyOne working with Vic Roads and other stakeholders at the site to design and build the slip lane.
OneFortyOne’s Export Manager Marcel Griffiths, said “We as a company are committed to the safety of our team, our contractor partners and the communities in which we operate. The building of this slip lane has enabled us to deliver that commitment to the Portland community”.


DIJLAH STAFF HIERARCHY
Our group of architectural engineers had worked on many important projects which required skills, patience, and knowhow. Our work showed diversity in architectural designs incorporating architectural forms from the ancient Middle East and Byzantium, but also developing features to suit the religious and social needs of the society. Also we incorporated medieval, Renaissance and Modern architecture in our work.
We perform several tasks including but not limited to: Carry out policies passed down a hierarchy from the level above. Plan short-range action-steps to carry out goals set by the level bove. Organize the work group. Assign jobs to subordinates. Delegate projects to subordinates. Direct tasks, jobs and projects.Train subordinates.Enforce rules. Lead and motivate subordinates .Develop group cohesiveness. Solve routine daily problems. Control or evaluate performance of subordinates and the department - performance appraisals. Discipline subordinates.
Dijlah Engineering understands the complexity of building rehabilitation projects and works with clients to determine the most effective repair programs to meet the rehabilitation program objectives. Our rehabilitation experts can identify repair options, provide cost estimates and outline the anticipated results of a repair strategy so that an informed decision can be made by the owner.
Building rehabilitation services include:
* Feasibility studies/life cycle costing analysis
* Repair alternatives and cost implications
* Preventative maintenance programs
* Quality control and testing
* Load capacity assessments
* Material selection analysis
MEP and Structural Designs
We provide complete Mechanical, Electrical,Plumbing, and Structural designs drawings and technical calculations according to the international engineering standards for several kinds of projects. We provide also technical solutions and redesign for previously implemented projects through site inspection, design review, recalculation and analysis.
Logistics is the management of the flow of resources between the point of origin and the point of consumption in order to meet the designed requirements and customer satisfaction.
Dijlah provides services related to:
Procurement Management, Estimating, Building Inspections, Plan & Specification Reviews, Contract Reviews, Job and Recovery Scheduling, Job-Site Documentation, Schedule Control, Peer Review Inspections, Due Diligence Inspections, Defect Investigation, Quality Control Inspections and Program Management.
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The winners of the architect competition and team selected to design the community led housing in Hillfields is
Well done and Hillfields Family & community Trust are looking forward to working with you to build amazing homes!
Hillfields Family & Community Trust is currently is set to develop a piece of former waste land to the side of the Hub.
HF&CT will build around 10 new homes to benefit local people and those wanting to put down roots in the area.
The housing will consist of a combination of flats and houses with parking and gardens. It is important that the new housing fits with the existing houses in Hillfields.
The project at is one of many community-led schemes being proposed in Bristol and the Hillfields project is being supported by Bristol and Bath Regional Capital who have previously worked with projects in Southmead and Lawrence Weston.
SEEKING STEERING GROUP MEMBERS
This role will be hugely rewarding, working with the views and needs of the local community as well as collaborating with stakeholders across the city to enable maximum beneficial impact.
As a Steering Committee Volunteer you will have the opportunity to use your knowledge and expertise to make a difference for local people, your Community, City and Sector. You will also have the chance to meet new and inspiring people.


A-LINK 28814PH DRIVERS FOR WINDOWS 10
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The effectiveness of air sparging for remediating contaminated sites is highly dependent on site-specific conditions.
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Less difficult at sites with homogeneous, high-permeability soils and unconfined aquifers, air sparging has been used at sites with heterogeneous, less-permeable soils and soils containing low-permeability layers with some effectiveness. Before selecting air sparging as an enhancement to SVE, site-specific groundwater, soil, and contaminant conditions as well as cleanup goals and project objectives should be assessed. By removing both contaminated water and soil gases from a common extraction well under vacuum conditions, simultaneous treatment can be achieved, reducing both the time and cost of treatment. DPE provides a means to accelerate removal of nonaqueous-phase liquids NAPL and ES-2 dissolved groundwater A-Link 28814PH, remediate capillary fringe and smear zone soils, and facilitate removal of vadose zone soil contaminants.
DPE is most effectively implemented in areas with saturated soils exhibiting moderate to low hydraulic conductivity silty sands, silts, and clayey silts. Lower permeability soils enable formation of deeper water table cones of depression, exposing more saturated soils and residual contamination to extraction system vapor flow. By lowering the groundwater table at the point of vapor extraction, DPE enables venting of soil vapors through previously saturated and semisaturated capillary fringe soils.
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High A-Link 28814PH typically associated with DPE systems enhance both soil vapor and groundwater recovery rates. Three basic types of DPE have been developed including: Drop-tube entrainment extraction. Extraction of total fluids liquid and soil vapors via vacuum applied to a tube inserted in the extraction well. Well-screen entrainment extraction. Extraction of groundwater and soil vapors from a common borehole screened in the saturated and vadose zones.
Downhole-pump extraction. Extraction of groundwater using a downhole pump with concurrent application of vacuum to the extraction well. Groundwater and soil vapors are removed in separate pipe manifolds and treated. Variations to each A-Link 28814PH of DPE have been developed to enhance overall system performance.
The type of A-Link 28814PH most suitable to any site is dictated by soil hydraulic and pneumatic properties, contaminant characteristics and distribution, and site-specific remediation goals. Relative costs for the different types are also largely determined by these factors.
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Use of DPE for remediation of contaminated sites is most advantageous for sites contaminated with volatile compounds and for soils with moderate to low hydraulic conductivity. The presence of existing monitoring wells in strategic locations may provide an opportunity for minimizing system capital costs through conversion of the wells for A-Link 28814PH.
Before a DPE system is implemented, efforts should be undertaken to assess groundwater and soil characteristics as well as project objectives for determining which type of DPE is appropriate for the site. Horizontal wells can be used for enhancement of groundwater extraction, air sparging, SVE, and free product removal systems. The number of horizontal wells installed for environmental remediation projects has increased dramatically in recent years; more than new horizontal wells were projected to be installed in Wilson a. Horizontal directional drilling, when applied to appropriate geologic environments and contaminants, can result in better performance and lower overall cost than vertical wells.
Horizontal wells can be installed in most geologic materials that are A-Link 28814PH for soil vapor extraction and air sparging, including unconsolidated sands, silts, and clays, as well as bedrock.
Borehole lengths of between and feet, with depths of less than 50 feet are most common; however, longer and deeper boreholes have been successfully installed. There are two types of A-Link 28814PH drilled boreholes: Blind boreholes terminate in the subsurface; the well is installed from the entrance of the borehole.
Continuous boreholes are reoriented upward and return to the ground surface. In continuous boreholes, the well is installed from the exit point and pulled into A-Link 28814PH borehole by the drill rig.
An overview of a horizontal well installation by directional drilling is as follows: A pilot hole is advanced. Official A-Link PH Free Driver Download - A-Link 28814PH. World's most popular driver download site.
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NPMS DATA SECURITY
The terrorist attacks of September 11, 2001 placed additional security concerns on the U.S. pipeline infrastructure. As a result, the Pipeline and Hazardous Materials Safety Administration restricts access to the NPMS to federal, state, and local government agencies (including emergency responders). Pipeline operators are allowed access to their own pipeline data only. There are two ways qualified users can access the NPMS:
All applicants are screened to ensure they are authorized to access NPMS data.


Brooklyan Bridge is a high suspension bridge in New York City. It is one of the oldest bridge in the United States. It opened in 1883. Total length of the bridge is 1,595.9 feet and width 85 feet. It’s height is 276.5 feet. First steel wire suspension bridge that build in New York. The longest span is 1,595.5 feet. Here you can download Brooklyn Bridge Manhattan New York Pictures HD.
Brooklyan Bridge has two names
- New York and Brooklyn Bridge
- East River Bridge because it cross the East River.
But name changes in the letter to the editor of the Brooklyn Daily Eagle and said it Brooklyn Bridge in January 25, 1867. It consider the icon of New York city from the opening. It carries Elevated trains till 1944, 6 lanes for cars, street cars until 1950, and pedestrians and bicycles. New York City department of transportation maintained it. The designer name is John Augustus Roebling. During the surveys a crush injury occurred on his roof with Roebling . In his injury tetanus infection on his toes appeared anfd he left this world. He placed project to his son Washington Roebling. Many workers were also sick due to caisson disease.
Thousands of people attended opening ceremony of the bridge. Many ships also presented in the East Bay. President Chester A Arthur and Mayor Franklin Edson also came in its opening ceremony. At this occasion many festivity included like performance of band, gunfire from ships and fireworks display. Some films shoots at this bridge. It is a beautiful bridge. Must watch whenever you see New York.
Brooklyn Bridge Manhattan New York Pictures HD


Construction Chemicals & Specialty Products
Virtus X-Calibur is the Kuwait based licensee of the US Corporation., X-Calibur Construction Systems Inc. The company will focus exclusively on the manufacture and supply of specialist products for the construction industry. Virtus X-Calibur is now poised to launch the complete range of X-Calibur products in early 2007. The products being supplied will cover:-
Restoration Mortars - for carrying out permanent water tight repairs, repair leaks and spalls, concrete reapirs of marine structures, bridges, carparks and pavements, below grade structural restoration of concrete and waste water structures and boding agents
Coating Systems comprising of high performance Polyurea systems, epoxy coatings, roof restoration products, general purpose waterproof coatings, flooring systems
Joint Sealants & Joint Ancillaries - sealants for expansion & construction joints, control joints and horizontal movement joints in concrete
Grouts & Adhesives-anchor grouts, civil engg. Grouts, injection grouts, cementitious tile adhesives, epoxy adhesive
Waterproofing systems- polyurethane water proofing membranes, cementitious crystalline coatings, asphalt emulsions for damp proofing, Bitumen membranes
Waterproofing- anti-corrossive pipe wrapping tapes, hydrophilic waterstops, PVC waterstops and water proofing admixtures for concrete
Surface treatment products- Water based curing compounds, Oil based form release agents and emulsions,runway and floor rubber removers, Concrete remover and etch. Rebar connectors.
X-Calibur's major areas of expertise is concrete and have a wide range of products that are designed to enhance and maximize the performance of concrete and prevent its decay. Restoration of damaged concrete, protection and waterproofing are other specialty areas.
With qualified engineers, chemists, technologists and other superbly qualified workforce, X-Calibur is fully geared to provide the highest level of technical and professional advice through its licensees to its discerning customers worldwide.
All of X-Calibur's products are manufactured with the end user in mind. With continuous and on-going product development and research programs, more and more innovative products are expected to be added into its extensive portfolio of products. X-Calibur has also the resource and expertise to develop products to suit customized requirements and even provide specialist applicators under it 'supply and apply' program.
From Planning through completion, X-Calibur has a reputation for expertise and excellent service and are able to render assistance at any stage during the project. X_Calibur can provide expert advice on technical queries, assistance on problem solving and guidance on system selection and use. X-Calibur can also provide direct assistance for specific repair and refurbishment projects and render on-site support including planning, inspection, monitoring & training. Technical seminars can be arranged on request.
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The Ministry of Energy (SENER) and the National Commission for the Efficient Use of Energy (CONUEE) with the support from the International Energy Agency (IEA) developed a Roadmap for Building Energy Codes and Standards for Mexico.
Based on the transition scenario set in the Transition Strategy to Promote the use of Cleaner Technologies and Fuels, electricity consumption is expected to decrease by 53.4% in the residential building sector and by 78.7% in the commercial building sector by 2050. To achieve these targets, an ambitious effort is needed from all stakeholders. This is particularly relevant as Mexicoâ€™s housing stock is projected to rise by 50% from 2005 to 2030 with an additional 53 million people expected to be living in urban areas by 2050.
The aspirational goals for the roadmap are:
â€¢ 2020. Mexico develops an advanced stretch code that offers additional energy savings to jurisdictions or builders that choose to adopt the standards.
â€¢ 2030. All states and capital cities adopt and effectively enforce a building energy code.
â€¢ 2050. Net zero emission buildings (NZEB) are commonly built across Mexico.
The roadmap sets both realistic and aspirational goals to mainstream the construction of net-zero emission buildings by 2050 and empower the building sector to contribute to the low carbon energy transition in Mexico. The roadmap proposes additional targets and actions for the following four main areas:
1. Capacity Building and Communication
2. Code and Standard Development
3. Adoption and Enforcement
4. Review and Update


Floating Docks Manufacturing Company specializes in the manufacturing and installation of commercial floating dock systems. Floating Docks Manufacturing Company has been serving commercial marinas, yacht clubs, community docks, municipalities, and dock builders since 1971. Let us put our experience to work for you.
We can assist with the harbor layout and design of your next project to ensure the docks are built to meet your specific site requirements, performance and/or material specifications, while delivering lasting quality to enhance the value of your purchase.
Floating Docks Manufacturing Company can install a complete dock system or deliver dock sections or components if you prefer to install your own dock. We can manufacture customized products to suit specialized applications.


Most of these surfaces are quite porous and will quickly attract the growth of moss, algae and lichen, resulting in surface deterioration.
At Norton Masonry, we are experts in the cleaning and restoration of all stone walls, patios and full buildings to their previous excellence.
We have the expertise and the best pressure cleaning equipment to effectively clean natural stone and restore the ‘just laid’ look that owners prefer and expect.
We would always recommend having a solvent free approach as this does not erode or damage the natural beauty of the stone used.
We sometimes seal the stone once the cleaning and restoration process has been completed, depending on the type of stone cleaned.
By sealing the stone, this can prevent elemental damage to the stone for an extended duration of time.
Some larger and older building require repairing. Norton Masonry can tackle tasks, from damaged walls to the full repairs of large buildings.


The authors provide answers on how to determine fault and liability between the plaintiff and the defendant in a slip and fall case, applying the traditional premises liability model. With the included qFall Prevention Manual, q readers will find potential trouble areas around a building before an accident occurs.Retrieved from http:// www.hse.gov.uk/research/hsl_pdf/2005/hsl0510.pdf. 2005. International Building Code. Section 1009.2 Headroom. 2003. International Code Council. International Building Code. Falls Church, VA: Author. 2003.
|Title||:||Slips, Trips, Missteps, and Their Consequences|
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In a country as tightly packed as Japan, demolishing a building creates a lot of problems. This new demolition method provides a huge stride forward in demolition techniques.
“A construction company in Japan has developed a method of tearing down a building without the noise smell or dust caused by conventional demolition. Its a novel but effective approach to deconstruction in densely built cities.” – YT
While I am not one to support the massively dense population of bigger cities, I do support safer and more effective ways to get things done.
This is very interesting, and I think a lot of cities around the world will take it on.


"Working with Equinox has been a great experience. Impressed with the service and knowledge. They have always been quick to respond and deliver consistent and accurate results."
“The Equinox team is incredibly responsive and produces high-quality deliverables. They were able to come up with creative solutions to our GIS and mapping needs. I appreciate the constant communication and value the support they have provided us on our projects.”
"Equinox has been an excellent resource to my team as we have worked to implement GIS efforts on our construction site. My team was brand new to GIS, and Equinox helped us navigate the jargon and understanding the way ESRI’s system is set up.
The tool we undertook to create with Equinox was large and complicated, and had great technical demands to work properly. We worked with John Lucotch, and he patiently worked with us to understand our business needs, went through many iterations of the product, and ultimately set it up properly so it would work the way we needed it to. At the end of the development, he happily trained us on how he set up the tool and how to maintain it so we can be self-sufficient after the end of our contract with Equinox.
This was a very challenging project we took on together, and Equinox was easy to work with throughout it all."


Although urban design is closely related to urban planning, the design process emphasize the physical improvement of the public environment while planning tends to focus on the management of private development in terms of established planning methods and programs as well as other statutory development controls.
We remain committed to an integrated approach that considers all aspects of planning and urban design therefore forms part of our core functions. Urban design deals with the arrangement, appearance and functionality of towns and cities and the shaping and use of urban public space.
It should therefore not stand separate from urban planning and we endeavor to facilitate consultation and negotiation across a variety of spheres to appropriately inform the design, construction and management of public spaces. This also relates to the identification of environmental sensitivities and other important physical characteristics as well as implications for the provision of engineering services.
Our Urban Design Team provides the required professional services in this field. We strive to assist clients in mitigating their risk and developing their projects in a responsible and compliant manner to facilitate the creation of sustainable human settlement.
We therefore use specialists as part of this team such that our designs and the basis thereof may not only rely on sound planning principles but also acknowledge the importance of a good quality living environment.
The urban design principles evolve from stakeholder engagement and extensive public involvement as well as a process of gathering baseline information and a complete spatial analysis such that the specific characteristics of each area can be sensibly incorporated in the design process.
Since each project and area is unique the team considers this process as key to the success of the eventual project.
This leads to a spatial vision for a particular area that must then be developed to become an Urban Design Rationale. The rationale forms the basis of a Master Plan that can then be prepared to eventually guide and inform all the decisions relating to the use, development and planning of land parcels.
The ultimate aim of the Master Plan is to improve the way in which different activities are arranged, positioned and connected in the physical space and in so doing improving the sustainability, functionality and live ability of a particular place. This in turn may contribute to economic investment, social well-being and environmental sustainability.
During the planning and design of the Master Plan the various disciplines inform the decision-making process to such an extent that more detailed Precinct Plans for specific areas within the larger site assembly may then be developed as the subsequent stages of the urban design process and it is at this stage that urban design and urban planning eventually meet to facilitate the implementation of appropriate land development that aligns with the overall Master Plan.
Our extensive involvement on the African continent to assist clients on a number of projects where Master Plans have been successfully developed confirms our commitment to this approach.


Geotextile particularly jute geotextiles are recently emerging technologies in geotechnical and bio-engineering fields. Geo textiles are not a single commodity. These are fabricated by both synthetic and natural fiber with different design, shape, size, composition according to functional need. These applications are generally categorized as; soil stabilizer, application at the interface of the formation of soil and the track back to minimize pumping of fine soil into granular materials; to lay beneath asphalt surface to delay crack development; consolidation of soil through filtration and drainage by filter cake formation; application as erosion control; reinforcement of civil construction; moisturization, protection from rain, wind, light and cold etc.
In fact geotextiles are multi functional and location specific in nature. Bioengineering/agro mulching of natural fibrous materials are most effectives due to their biodegradability, echo-compatibility and improvement of soil fertility and texture. In addition to erosion control they also facilitate vegetative growth, de weeding and canopy of the land.
Jute Geotextile – Applications and Uses
Geotextiles are used in wide range of areas. Following are the some important application areas where treated-untreated, blended-nonblended, natural and synthetic, geotextiles are used. They may be woven-nonwoven, knitted-netted, corded, composite and sandwiched etc. But application of geo textiles is location specific so in addition to the characteristics of geotextiles, identification and application of geo-textiles depends on soil type, soil composition, moisture content, liquid limits, plasticityindex, bulkdensity, soil pH, iron/calcium content, clay/silt and sand composition, land sloping & hydraulic action etc. Moreover climatic condition of the application site is also to be considered.
Geo-textile use will sometimes mask slope failures until erosion is too far advanced to effectively and cheaply remediate the slope. When advanced erosion is detected it means costly restoration. In contrast when a hydroseeded area has crust failure, whether from weather, human or animal activity, the damage is visible early and can be cheaply repaired.
Erosion control covers a variety of conditions from high velocity stream flow to heavy wave action, to less severe conditions.; All conditions should be considered before selecting a method of control.
Natural fibre like jute geotextiles degrade to form an organic mulch and help in quick establishment of vegetation. Different fibres will degrade at different rates eg coir geotextiles degrade in 2-3 years while jute degrades in 1-2 years. Coir is therefore useful in situations where vegetation will take longer to establish, and jute is useful in low rainfall areas because it absorbs more moisture.
In many arid and semi-arid areas the action of the wind causes considerable erosion. Geotextiles made from natural fibre such as coir, or jute can be used for wind erosion control, dust control, sand dune formation and stabilization. Jute is particularly useful for dust control because of the hairiness of the fibres.


Before making Baton Rouge roofing repairs with your own hands, you need to find and read roofing repair tips. To begin with, you should check the condition of your roof. In the first place you need to inspect your roof from the inside: check the condition of rafters and flooring in the attic. Then, the outer surface is inspected, in particular, the condition of the roofing material and the place of its attachment to the roof elements.
After the inspection, you need to make a decision on the necessity of roofing repair and the type of repair of the roofing, which can be following:
Emergency repair consists in a local restoration of the most damaged areas, which is carried out both in places of leaks and the most probable potential leaks.
Current repair consists of a partial restoration of the roof covering when the area of damaged areas is about 10-40%.
A major overhaul is dismantling and replacement of significant area of the roof covering.
After the completion of the repair work and the removal of waste from the treated areas, it is worthwhile to conduct a preventive renovation of the waterproofing. Special roofing glue or resin processing is placed around manholes, pipes, as well as the location of additional devices, for example, antennas.
One more of Baton Rouge roofing repair tips is to carry out all works described is spring and autumn. When it is dry, warm and at the same time not too hot.
Check them out: https://www.bhconstructionbr.com/


Closing Time 4:00 pm
Sierra Gorda SCM uses 100% seawater as a means of concentrating Copper/Molybdenum. The tailings generated from this process are transported and deposited gravitationally to the Tailings Deposit. The water contained in the tailings is subsequently recovered and reused in the Milling/Flotation process. The main components of the water recovery and transport system from the Tailings Deposit are Recovery ponds and pools/pumping stations. All this system is interconnected through a 12 kms long piping network (HDPE – 710 mm), reaching a design flow rate of 2,000 m3 /hr. Currently there is incrustation of gypsum salts in the pumping system and along the entire piping of the water transport system, causing a reduction in the available diameter and consequently a reduction in the flow rate.
Identify technological solutions oriented both to minimize or inhibit the incrustation of salts in the reclaimed water transport system, as well as to monitor online and in real time, thus facilitating the maintenance management of the water recirculation system. As an example, we are looking for solutions that can be classified in the following areas (without prejudice to other categories that may be proposed by the supplier):
The following will not be considered in the background evaluation process:
The proposed technological solution must consider the following requirements:
Minimize or inhibit salt incrustation in recovered water transportation system
On a daily basis (progressive over time).
Inspections and technical tests are carried out to monitor the condition and detect anomalies in the reclaimed water transport system.
No new technologies have been tested.
If you need more information or have any doubts/questions regarding the challenge, please enter the mining company Q&A section in our platform.


Harry Poulos a Senior Consultant who has been with Coffey for 30 years, following a full-time academic career at the University of Sydney. He has been involved in a variety of projects in Australia and overseas with a focus on foundation design and rectification for tall buildings.
His main areas of experience relate to deep foundations and their use for supporting buildings, bridges and retaining structures. Harry has been a leading advocate for the use of piled raft foundations, the use of which can lead to significant cost savings, especially for tall buildings. He designed this type of foundation for several high-profile projects around the world, including the Burj Khalifa in Dubai (currently the world’s tallest building), the Emirates Twin Towers in Dubai, the Incheon 151 tower in South Korea, the KL118 building in Kuala Lumpur, and the Diamond Tower in Jeddah, Saudi Arabia. Harry has worked on a variety of projects outside of the property industry including the Egnatia Odos Project in Greece, a 720km expressway linking the western and eastern parts of the country, and the Barelang Bridge project in Indonesia – a project involving the construction of six bridges linking a series of islands. He has extensive experience with geotechnical earthquake engineering – having carried out seismic microzonation studies for Newcastle, Adelaide and Delhi. Also undertaking research into the design of piles in seismically active areas, including areas which undergo liquefaction and have co-authored papers on piles in liquefying soils – winning an award from ASCE in 2007, and from the New Zealand Geotechnical Society in 2009. This research has also formed the basis of a method of assessing pile condition in Christchurch after the earthquakes in 2010-2011.
We look forward to welcoming Harry as a Keynote Speaker to the 7th International Young Geotechnical Engineers Conference 2022.
Fleur has over twenty years of experience in civil engineering covering both industry and academia. Fleur graduated from the University of Oxford in Earth Sciences and the University of Leeds in Engineering Geology before spending the best part of a decade as a consulting engineer for Babtie Group and Mott MacDonald. During this period Fleur's work included investigation, design and construction supervision for a variety of infrastructure projects and applied research and development in engineering geology and geotechnical engineering. In 2009 Fleur returned to academia and completed a PhD in the "Thermal performance of foundation piles used as heat exchangers in ground energy systems" at the University of Southampton. In 2013 she became a Lecturer in Geomechanics in Southampton before being awarded a five year Research Fellowship from the Royal Academy of Engineering. She joined the University of Leeds as a University Academic Fellow in 2016.
Fleur’s research covers two main themes. The first is decarbonisation of heating through the use of the subsurface for ground heat transfer and storage. She is a pioneer in using structure foundations and buried infrastructure as novel ground heat exchangers. Work includes assessment of energy capacity for piles, walls, tunnels and water/waste water infrastructure used as heat exchangers. Second, Fleur is active in improving the resilience of linear geotechnical infrastructure. Work has focused on the deterioration of soil materials due to environmental interactions and the interplay between soil permeability, vegetation impacts and climate. Current work considers the importance of drainage to both track and earthworks under current and future climate, and the understanding of the role of heterogeneity in influencing earthwork behaviour.
Fleur is a Chartered Engineer and a Chartered Geologists. She was a contributing author to the Ground Source Heat Pump Association Thermal Pile Standard and is a member of the International Society for Soil Mechanics and Geotechnical Engineering Technical Committee on Energy Geotechnics (TC308), where she leads to Task Force on Energy Geostructures.
An inspirational leader and in-demand speaker, Felicity’s engineering mindset is primed to help leaders and teams reignite performance, reframe challenges as opportunities and redefine what’s possible in the future of business and leadership.
In the world of engineering Felicity skyrocketed to the top to lead some of Australia’s most innovative mega infrastructure projects for the likes of Arup, fortune 500 company AECOM and Brisbane City Council, where she delivered a $45 million dollar transport infrastructure project portfolio at just 23 years-of-age.
One of just twelve women in her graduating class of 120, Felicity remains committed to fueling diversity across all industries by equipping current and emerging leaders from all backgrounds with the skills and tools to make an impact. Felicity’s two businesses, Power of Engineering Inc. and Machinam and exclusive partnerships with Qantas, Boeing, Toyota, Telstra, Origin and Energy Australia power her mission to help more people ignite their potential and spark meaningful change.
Felicity’s ‘Power of Possible’ platform has helped launched books, built team blue sky ideas. In 2020, Felicity became the first civilian woman to pilot a military-style jet solo - a feat she will capture as part of her new documentary series.
Awards and Acolades:
- Superstar of STEM 2019 - 2020, Science and Technology Australia
- Innovative Engineer of 2018, Engineers Australia
- Young Executive of the Year 2016, Australian Financial Review BOSS Magazine
- Vice Chancellor's Award for Excellence Winner 2014, QUT
- Young Achiever Award 2013, National Association of Women in Construction
- Finalist Outstanding Alumni Awards 2013, QUT
- Young Social Pioneer 2013, Foundation for Young Australians
- 100 Women of Influence 2012, Australian Financial Review and Westpac
- Abstract submissions closed 31 January 2021.
- Notification of abstracts acceptance and full paper submission opens February/March 2021
- Full papers due 30 June 2021
- Peer reviews August/September 2021
- Final papers due 20 December 2021
- Final Paper Notification1 February 2022
- Pre-recorded Presentations 14 February 2022
- Early Bird Registration 15 March 2022
- 7iYGEC29 April - 1 May 2022


How steel takes shape...
How steel takes shape...
WHO WE ARE?
When the development of construction sector is considered, there are two options for us:
To do what has been done so far and keep on doing the usual, or
To make a contribution to progress of architecture being aware that designers are leading this field and to do
what is not standard, not easy and carry designers through success with the help of high engineering solutions
In this regard, FreeSteel Design prefers to do what cannot be easily done and puts into practice the advanced solutions with the help of necessary and appropriate engineering management.
This journey began 19 years ago and the accumulated knowledge with experience is embodied in FSD. The creation of the company is the incorporation of its team’s ongoing experiences which is parallel to the evolution of steel. Similarly, the evolving reliance and the advantages of steel philosophy enables the company to be an important contractor/manufacturer in construction sector.
FSD’s creative engineering capabilities are the services that are put forward to this sector. Every experienced employee of FSD aims and follows the idea that the appropriate engineering makes a maximum contribution to architecture. In this respect, the creative engineering is recognized and adopted by each and every member of FSD. Besides, it is difficult and hard to manage the whole process of transmission of innovation to accurate engineering, manufacturability of engineer’s design, and also reliability of the final product.
The definition of analytic process at project management should be determined within this context and the reliable process, which means the manageable product and services in all, should be described in detail. In this sense, the reliance of steel which is blended with advance engineering capabilities and experiences of FSD team, forms the philosophy and route of the company.
WHY FREESTEEL DESIGN?
International contracting capability
Advanced design and engineering ( according to international quality and design standards )
Supplying high quality steel products at its own production facility
Minimizing workmanship at site
Special structures ( designing and producing complicated structures and forms with its qualified technical professionals )
OUR ACTIVITY LOCATIONS
Having a capability and ability of performing construction works throughout
FSD aims to strengthen its contracting ability all over the world and provides customer satisfaction in bulky & complex projects.
WHAT WE DO?
FSD produce and construct the most irregular and complicated structures with the help of its advanced design and engineering softwares and qualified technical team.
Proper detailing is very important as it affects costs, constructibility, structural performance. At this point, FSD enables to actualize intended needs with the help of proper engineering.
Having embodied experienced manufacturing staff, FSD executes complex but producible structures with its own high-tech machinery under the controlled factory conditions.
FSD assures that any steel structure which is produced under the controlled factory conditions, can be installed at anywhere in the world without having a problem.
Which leads the design and production is carried out by FreeSteel Design’s professionals. Quality,schedule and cost factors are also taken into consideration.
Applicable structural system design can be carried out at the stage of the formation of the architectural design phase.
The required architectural form and compliance with the total architecture is carried out at the conceptual design phase together with the preliminary modeling.
VI. (İMES) Makine İhtisas OSB, OSB Mahallesi İmes-10 Caddesi, No:10, Çerkeşli Köyü 41455
Dilovası - Kocaeli / TÜRKİYE
+90 (262) 502 12 22
+90 (262) 502 12 23


Lööb is a water based clay lubricant that provides exceptional slip characteristics to aid in the claying process. Lubricating the clay bar extends its lifetime and makes it go further. In addition, lubrication minimises the abrasive effect of clay, decreasing the potential amount of damage during the claying process.
- A water based clay lubricant that provides exceptional slip characteristics to aid in the claying process.
- Lubricating the clay bar extends its lifetime making it go further.
- Lööb has been designed specifically for this task, rather than using a Quick Detailer or Shampoo which aren’t.
1. Spray Lööb liberally onto the panel before the clay bar makes contact and ensure the area does not dry.
2. Work the clay bar back and forth in one direction, using light pressure avoid circular motions. As the clay bar glides over the surface contamination of the surface should be felt or even heard.
3. Ensure the clay is folded/kneaded regularly, and ensure the clay is constantly checked for debris which may potentially damage the surface.


A septic system is an on-site sewage treatment and disposal system buried underground. It is composed of a spetic tank and a soil
absorption area. The modern septic tank is a water-tight box usually made of reinforced precast concrete, concrete blocks, or reinforced
fiberglass, through which no natural bacteria is able to enter. The septic tank is where organic solids are decomposed by a natural
enzymatic bacteria process. The purpose of your septic tank is treat household wastes, including body wastes, laundry water, bath water,
and discarded food.
Septic systems are designed to work indefinitely if they are properly installed and maintained.
It is critical to have your septic tank pumped out regularly and to maintain the proper level of septic tank enzymes and bacteria.
Waste enters the septic tank from toilets, sinks, tubs, and drains. Organic solid material floats to top of the septic tank forming a layer commonly called "scum".
Inorganic materials and bi-products from enyzme and bacteria digestion settle to the bottom of the septic tank forming a layer called "sludge".
The proper amounts of enzymes and bacteria added to the septic tank regularly will convert these solid materials to liquid, which then flow through
your underground pipes to the drainfield. In the drainfield, the enzymes and bacteria continue to work, helping to reduce glazing and improving soil
Pollutants from a poorly functioning septic system can be drawn into your well and come out in your drinking, cooking, and bath water. If your
septic tank isn't cleaned regularly, sludge and scum will clog the drainfield, causing the whole septic system to fail.
It is important to remove this solid material before it reaches the level of the discharge outlet in the septic tank and flows into the drainfield. There is a certain
amount of material that is not biogradable and must be removed by pumping. If your septic system should stop or overflow, there could be offensive odors as
well as dangerous health hazards.


Dubai, a city known for pushing the boundaries of innovation and ambition, is making significant strides in transforming a futuristic concept into a tangible reality – the Hyperloop. What was once considered science fiction is now becoming a concrete vision, with Dubai leading the way in making this high-speed transportation system a part of its future. In this article, we’ll delve into the exciting developments surrounding the Hyperloop in Dubai, highlighting how it has evolved from a fantasy to a promising mode of transportation.
The Hyperloop Concept
The Hyperloop, a brainchild of entrepreneur Elon Musk, is a revolutionary transportation concept that envisions ultra-fast travel within low-pressure tubes. Passengers would be propelled at incredibly high speeds using magnetic levitation, reducing travel times significantly. While the idea initially seemed far-fetched, Dubai has taken it upon itself to transform it into a practical solution for the city’s transportation challenges.
Dubai’s Ambitious Goals
Dubai has always been at the forefront of embracing groundbreaking technologies to enhance the quality of life for its residents and visitors. The city’s leadership has set ambitious goals for the Hyperloop, aiming to make it an integral part of Dubai’s transportation infrastructure. The envisioned Hyperloop system would connect key destinations across the city, drastically reducing travel times and congestion.
Turning the Hyperloop vision into reality requires collaboration with visionary tech companies. Dubai has forged partnerships with leading firms specializing in Hyperloop technology. These collaborations are not just about building the infrastructure but also about conducting feasibility studies, safety assessments, and the development of regulations to ensure the system’s viability.
The introduction of the Hyperloop would revolutionize transportation in Dubai. Commuters would be able to travel between distant parts of the city in a matter of minutes, making daily journeys more efficient and convenient. This technology also has the potential to ease traffic congestion and reduce carbon emissions, aligning with Dubai’s commitment to sustainability.
Safety and Efficiency
Safety is a paramount concern when it comes to high-speed transportation systems like the Hyperloop. Dubai is investing heavily in research and development to ensure that the system meets the highest safety standards. Additionally, the efficiency of the Hyperloop promises to redefine the concept of urban mobility, offering a faster, more sustainable, and reliable means of transportation.
The Future of Hyperloop in Dubai
While the Hyperloop is no longer confined to the realm of fantasy, there are still challenges to overcome before it becomes a widespread reality in Dubai. These challenges include securing regulatory approvals, addressing technical complexities, and ensuring the safety of passengers.
However, Dubai’s unwavering commitment to innovation and its track record of transforming ambitious projects into reality make the Hyperloop’s future in the city promising. As developments progress, residents and visitors can anticipate a transportation system that not only defies traditional limits but also aligns with Dubai’s vision of a smart and sustainable future.
Dubai’s pursuit of the Hyperloop represents a bold step toward redefining transportation and urban mobility. What was once a futuristic concept has evolved into a concrete vision, backed by collaborative partnerships, ambitious goals, and a commitment to safety and efficiency.
As Dubai continues to make strides in the development of the Hyperloop, it reinforces the city’s reputation as a global leader in innovation and forward-thinking. While challenges lie ahead, the realization of the Hyperloop in Dubai promises to be a game-changer, offering a glimpse into a future where high-speed, sustainable, and efficient transportation is no longer a fantasy but a tangible reality.